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I - 01 Cortlandville PV, LLC - Conditional & Aquifer Permit
Cortlandville Solar PV Site Plan Review Application Applicant Name: Cortlandville PV, LLC Project Name: Cortlandville Solar Proposed Project Site: 3023 Route 215, Town of Cortlandville, Cortland County, New York S.B.L: 106.00-03-13.100 Prepared By: RIC Development, LLC 85 Broad Street, 28th Floor New York, NY 10004 Prepared For: Town of Cortlandville Planning Board April 17th, 2023 Christopher B. Newell Planning Board Chairman Raymond G. Thorpe Municipal Building 3577 Terrace Road Cortland, New York, 13045 April 17th, 2023 Dear Chairman Newell, On behalf of Cortlandville PV, LLC and pursuant to Local Law 4 of 2022 establish to regulate and permit solar energy systems, we are herewith submitting a Site Plan Application for the development of a 5,000 kW AC ground-mounted solar photovoltaic farm at 3023 Route 215, Town of Cortlandville, Cortland County, New York (Tax Parcel Numbers 106.00-03-13.100). The Project is referred to as Cortlandville Solar, the applicant before the Town being Cortlandville PV, LLC. Assuming you find the application complete, we request to be placed on the Planning Board agenda for Tuesday, April 25th, 2023 so we may appear in person to discuss the Project. Authorized Signatory of Cortlandville PV, LLC’s sole member CEO, RIC Development, LLC P: 917-463-0421 ext. 1001 E: jrappe@ric.energy cc: Andrew Welch, Senior Project Development Manager RIC Development, LLC P: 917-819-1900 ext. 1013 E: awelch@ric.energy Sheila Ransbottom, P.E., Project Manager Wendel Companies P: 716-688-0766 E: sransbottom@wendelcompanies.com Appendices Appendix A: General Descrip on of Cortlandville Solar Appendix B: Site Plan Checklist Appendix C: Applica on Forms Appendix D: Site Plans Appendix E: Stormwater Pollu on Protec on Plan (SWPPP) Appendix F: Visual Impact Analysis Appendix G: Opera on and Maintenance Plan Appendix H: Agricultural Data Statement Appendix I: An -reflec ve proper es descrip on Appendix J: Decommissioning Plan Appendix K: SEQR Part 1 FEAF Appendix K.1: FEAF Part 1 Supplement Appendix L: Adjacent Property Owners List Appendix M: FEMA Floodplain Map Appendix N: LiDAR Topographic Map – Eleva on Appendix O: LiDAR Topographic Map – Slope Appendix P: USGS 7.5 Minute Topographic Appendix Q: FAA No Impact Le;er Appendix R: Equipment Specifica on Sheets Appendix A: General Description of Cortlandville Solar Project Description Cortlandville PV, LLC is proposing to develop a new Distributed Generation Solar Photovoltaic generation facility. The proposed Project (Cortlandville Solar) will be located at what was formerly 3023 Route 215, Town of Cortlandville, Cortland County, New York (Parcel Number: 106.00-03-13.100) (Figure 1). What is now a sub-divided parcel, the property is currently a mix of unused agricultural fields, wetlands, and forested lands. There is an extensive area to the west with forested land that stretches just under 2,000 fe et until approaching an agricultural field. In the south, there is natural vegetative screening running alongside the township line (abutting the Town of Virgil) that acts as a viewshed. Traveling north on Route 215, there is more forested area that shields the view of the Project and in the north, there is another line of natural vegetative screening just as the south. The proposed Project will be sited on 33 acres within the 76-acre parcel. Cortlandville Solar, as conceptually designed, will have a nameplate capacity of 5,000 kW AC at the Point of Common Coupling--a National Grid 13.2 kV three-phase distribution circuit on Route 215, fed by the Star Road 334 Substation. The project is classified as a “Tier 3.b Solar Energy System” per Local Law 4 of 2022 Cortlandville Solar Code. Cortlandville Solar is a standalone ground-mounted system, mounted on a single-axis (sun) tracking steel structure. The system will consist of 13,312 solar PV modules and 23 inverters which will be connected to 2 separate transformers. RIC Development, LLC has completed a full Coordinated Electric System Interconnection Review (CESIR) with National Grid, which confirms the feasibility of the project. On-site utilities will be installed underground, with the exception of a section of the gen-tie line being overhead, per National Grid’s interconnection design requirements. The Project will be accessed off Route 215 Road. The existing driveway will be used to access the site and we will be extending and reinforcing the road further. Buildings are not required or proposed for this Project and there are none within the Project Area. The Cortlandville Solar facility will not accommodate occupants before, during, or after construction. No lighting is proposed. The Project will be accessed through the existing driveway location through an easement with the owner, Michael Grossi. Post- construction maintenance will be minimal and performed by private contractors per the maintenance plan. Please find attached the Site Plans for further details (Appendix B). Appendix B: Site Plan Checklist Appendix B: Site Plan Checklist Cortlandville Solar Site Plan Application and Conditional Permit TOWN OF CORTLANDVILLE LOCAL LAW NO. 4 OF 2022 REGULATE AND PERMIT SOLAR ENERGY SYSTEMS Section Requirement Location 6.4.b Aquifer Protection District Special Permit Application App C 6.4. b Conditional Permit Application App C 4 Name, address, and contact information of applicant and property owner App A 7.1. a Visual Impact Assessment App D 7.2. a Access and Parking App C 7.3. a Operation and Maintenance App F 14.1 Decommissioning plan App J 7.1. b. iii Anti-reflective properties of panels App I 7.3.a Plans by NY Professional Engineer App C Appendix C: Application Forms Cortlandville PV, LLC 917 463 0421 c/o RIC Development 85 Broad St. 28th Floor, New York, NY 10004 RIC New York, LLC 917 463 0421 c/o RIC Development 85 Broad St. 28th Floor, New York, NY 10004 3023 Route 215 106.00-03013.100 April 11, 2023 xWellhead Protection Zone 2 Agricultural April 17, 2023 $500.00 Cortlandville PV, LLC c/o RIC Development, LLC 85 Broad 917-463-0421 Street, 28th Floor, New York NY 10004 Cortlandville PV, LLC 917 463 0421 c/o RIC Development 85 Broad St. 28th Floor, New York, NY 10004 RIC New York, LLC 917 463 0421 c/o RIC Development 85 Broad St. 28th Floor, New York, NY 10004 3023 Route 215 106.00-03013.100 April 11, 2023x April 17, 2023 Agricultural Wellhead Protection Zone 2 $750.00 Cortlandville PV, LLC 917 463 0421 c/o RIC Development 85 Broad St. 28th Floor, New York, NY 10004 RIC New York, LLC 917 463 0421 c/o RIC Development 85 Broad St. 28th Floor, New York, NY 10004 3023 Route 215 106.00-03013.100 April 11, 2023 xWellhead Protection Zone 2 Agricultural April 17, 2023 $500.00 Cortlandville PV, LLC c/o RIC Development, LLC 85 Broad 917-463-0421 Street, 28th Floor, New York NY 10004 Cortlandville PV, LLC 917 463 0421 c/o RIC Development 85 Broad St. 28th Floor, New York, NY 10004 RIC New York, LLC 917 463 0421 c/o RIC Development 85 Broad St. 28th Floor, New York, NY 10004 3023 Route 215 106.00-03013.100 April 11, 2023x April 17, 2023 Agricultural Wellhead Protection Zone 2 $750.00 Appendix D: Site Plans G001 COVERSHEET AS NOTED KMK CC1 2 PROJECT LOCATION MAP N.T.S. N Centerpointe Corporate Park 375 Essjay Road, Suite 200 Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 f:716.625.6825 Wendel Project No. 607119 3023 ROUTE 215 CORTLAND, NY 13045 SITE PLAN APPROVAL DOCUMENTS APRIL 2023 CORTLANDVILLE SOLAR 1 PROJECT LOCATION MAP N.T.S. N CORTLAND, NEW YORK DRAWING INDEX DRAWING NUMBER DRAWING TITLE G001 COVERSHEET C101 EXISTING CONDITIONS PLAN C102 SITE PREPARATION AND EROSION AND SEDIMENT CONTROL PLAN C201 SITE LAYOUT PLAN C202 INTERCONNECTION PLAN C301 GRADING AND DRAINAGE PLAN AND PROPOSED ACCESS ROAD PROFILE C401 LANDSCAPE PREPARATION PLAN C402 LANDSCAPE PLAN C403 LANDSCAPE BUFFER PLAN ENLARGEMENT AND PLANT DETAILS C501-C503 SITE DETAILS PROJECT LOCATION DWG. No. PROJ. No. SCALE DATE DWG. TITLE DWN.CHK. CORTLANDVILLE SOLAR 04/18/2023 607119 3023 Route 215 Cortland, NY 13045 NO.REVISIONS DATE 0 1"2" GENERIC SCALE BAR SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY NOTE: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ARCHITECT AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT AND ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS PROHIBITED IN ACCORDANCE WITH STATE LAW, CODE AND RULES. Centerpointe Corporate Park 375 Essjay Road, Suite 200 Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 f:716.625.6825 Wendel WD Architecture, Engineering, Surveying and Landscape Architecture, P.C. Cortlandville PV, LLC 85 Broad St, 28th Floor New York, NY 10004 SITE PLAN APPROVAL A SITE PLAN APPROVAL SUBMISSION 04/18/2023 FOR PERMITTING PURPOSES 4/18/23 CL CL PVT 5005 1486.34 C101 EXISTING CONDITIONS AS NOTED KMK CC1 DWG. No. PROJ. No. SCALE DATE DWG. TITLE DWN.CHK. CORTLANDVILLE SOLAR 04/18/2023 607119 3023 Route 215 Cortland, NY 13045 NO.REVISIONS DATE 0 1"2" GENERIC SCALE BAR SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY NOTE: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ARCHITECT AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT AND ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS PROHIBITED IN ACCORDANCE WITH STATE LAW, CODE AND RULES. Centerpointe Corporate Park 375 Essjay Road, Suite 200 Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 f:716.625.6825 Wendel WD Architecture, Engineering, Surveying and Landscape Architecture, P.C. Cortlandville PV, LLC 85 Broad St, 28th Floor New York, NY 10004 SITE PLAN APPROVAL A SITE PLAN APPROVAL SUBMISSION 04/18/2023 FOR PERMITTING PURPOSES 4/18/23 1 EXISTING CONDITIONS PLAN SCALE: 1" = 150' N N SA SEE DETAIL 1: THIS SHEET C102 SITE PREPARATION AND EROSION AND SEDIMENT CONTROL PLAN AS NOTED KMK CC1 DWG. No. PROJ. No. SCALE DATE DWG. TITLE DWN.CHK. CORTLANDVILLE SOLAR 04/18/2023 607119 3023 Route 215 Cortland, NY 13045 NO.REVISIONS DATE 0 1"2" GENERIC SCALE BAR SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY NOTE: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ARCHITECT AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT AND ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS PROHIBITED IN ACCORDANCE WITH STATE LAW, CODE AND RULES. Centerpointe Corporate Park 375 Essjay Road, Suite 200 Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 f:716.625.6825 Wendel WD Architecture, Engineering, Surveying and Landscape Architecture, P.C. Cortlandville PV, LLC 85 Broad St, 28th Floor New York, NY 10004 SITE PLAN APPROVAL A SITE PLAN APPROVAL SUBMISSION 04/18/2023 FOR PERMITTING PURPOSES 4/18/23 1 SITE PREPARATION AND EROSION AND SEDIMENT CONTROL PLAN SCALE: 1" = 100' N SEQUENCE OF CONSTRUCTION: 1.CONDUCT A PRE-CONSTRUCTION MEETING. INSTALL STABILIZED CONSTRUCTION ENTRANCES/EXIT(S) AND IDENTIFY LOCATION OF PROJECT SWPPP. 2.INSTALL PERIMETER CONTROLS (SILT FENCE / SILT SOCK) ON THE SITE. CLEAR ONLY TO THOSE AREAS NECESSARY TO INSTALL PERIMETER CONTROLS. 3.STABILIZE ANY EXISTING DISTURBED AREAS WITHIN THE PROPERTY THAT ARE OUTSIDE THE LIMITS OF CONSTRUCTION DISTURBANCE. 4.ENGAGE A QUALIFIED PROFESSIONAL TO PERFORM AN INITIAL SITE INSPECTION AND ASSESSMENT. IMPLEMENT ANY ADDITIONAL CONTROLS RECOMMENDED IN SAID INSPECTION. 5.ENGAGE A QUALIFIED INSPECTOR TO CONDUCT CONSTRUCTION DURATION INSPECTIONS ACCORDING TO THE SWPPP. 6.CLEAR AND GRUB SITE WITHIN LIMITS OF CONSTRUCTION. 7.STRIP AND STOCKPILE TOPSOIL. 8.INSTALL TEMPORARY CONSTRUCTION ACCESS ROAD(S). 9.BEGIN ROUGH GRADING AND MASS EXCAVATION ACTIVITIES. 10.BEGIN INSTALLATION OF SOLAR ARRAYS. 11.INSTALL STORM SEWERS, STORMWATER MANAGEMENT PRACTICES, AND OTHER REQUIRED UTILITIES. 12.INSTALL AND MAINTAIN ALL PRACTICES IN CONFORMANCE WITH THE PLANS, DETAILS, AND PROJECT SWPPP. 13.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. 14.INSTALL SOLAR PANELS. 15.REMOVE TEMPORARY ACCESS ROADS AND APPLY SOIL RESTORATION PRACTICES PER SECTION 5.1.6 OF THE SWDM. 16.INSTALL PERVIOUS GRAVEL ROADWAY. 17.PERMANENTLY STABILIZE AREAS AS THEY ARE BROUGHT TO FINAL GRADE. 18.COMPLETE FINAL GRADING AND INSTALL LANDSCAPE PLANTINGS. 19.RESTORE SOIL IN ACCORDANCE WITH SECTION 5.1.6 OF THE STORMWATER MANAGEMENT DESIGN MANUAL. FULL SOIL RESTORATION IS REQUIRED IN AREAS OF CUT OR FILL AND IN AREAS THAT HAVE BEEN IMPACTED BY CONSTRUCTION EQUIPMENT. 20.OBTAIN CONCURRENCE WITH THE CONSTRUCTION MANAGER (CM) THAT THE SITE HAS BEEN FULLY STABILIZED THEN: a.REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES. b.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMP'S c.ASK THE CM TO CONTACT THE QUALIFIED INSPECTOR TO COMPLETE FINAL SITE INSPECTION AND REPORT ACCORDING TO THE SWPPP. VERIFY THAT CONSTRUCTION IS COMPLETE AND THAT THE SITE HAS ACHIEVED FINAL STABILIZATION. COMPLETE THE NOTICE OF TERMINATION (NOT) AND SUBMIT TO NYSDEC DIVISION OF WATER TO CLOSE THE PERMIT BEST MANAGEMENT PRACTICE MAINTENANCE: ALL BEST MANAGEMENT PRACTICES (INCLUDING EROSION AND SEDIMENT CONTROLS) SHOWN ON THIS PLAN, AND AS DESCRIBED IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR UNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED INSPECTOR IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY SO THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 2.SILT FENCE / SILT SOCK SHALL BE REPAIRED TO ITS ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE OR SOCK (OR LESS IF IT INTERFERES WITH THE FUNCTIONALITY OF THE PRACTICE). 3.THE CONSTRUCTION ENTRANCES/EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS DEMAND. 4.PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF DEBRIS. ANY DEBRIS AND/OR SEDIMENT REACHING PUBLIC STREETS SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING. TEMPORARY VEGETATION SEED MIX: IF SEASON IS SPRING, SUMMER, OR EARLY FALL; SEED WITH RYEGRASS (ANNUAL OR PERENNIAL) AT 30 LBS. PER ACRE (APPROX. 1 LB. PER 1,000 SQUARE FEET). IF SEASON IS LATE FALL OR EARLY WINTER; SEED WITH CERTIFIED 'AROOSTOOK' WINTER RYE (CEREAL RYE) AT 100 LBS. PER ACRE (APPROX. 2.5 LBS. PER 1,000 SQUARE FEET). INSPECTION FREQUENCY: 1.AS REQUIRED BY THE GENERAL PERMIT, 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. 2.FOR CONSTRUCTION SITES WHERE SOIL DISTURBANCE ACTIVITIES ARE ON-GOING AND THE OWNER OR OPERATOR HAS RECEIVED AUTHORIZATION IN ACCORDANCE WITH PART II.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. NOTES TO THE CONTRACTOR: 1.ALL SOIL EROSION & SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED IN CONFORMANCE WITH THE PROJECT DETAILS & SPECIFICATIONS CONTAINED WITHIN THE LATEST REVISION OF THE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP). CONTRACTOR TO UTILIZE THE FOLLOWING EROSION CONTROL MEASURES AS NECESSARY AND AS DIRECTED BY A QUALIFIED INSPECTOR (OR QUALIFIED PROFESSIONAL) TO MINIMIZE SOIL EROSION AND SEDIMENT REMOVAL: SILT FENCE OR SILT SOCKS, CONSTRUCTION ENTRANCE, CHECK DAMS, SEDIMENT TRAPS, AND DUST CONTROL (WATERING). 2.IMMEDIATELY DENOTE THE LOCATIONS OF THE FOLLOWING ITEMS ON THE SITE PLANS AFTER THEY ARE IMPLEMENTED AND INSTALLED AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS: TRAILERS, LAY DOWN AREAS, PORTA-POTTIES, WHEEL WASHES, CONCRETE WASHOUTS, MASON'S AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC. 3.THE CONTRACTOR MAY ADJUST OR RELOCATE EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY THROUGHOUT CONSTRUCTION. CHANGES TO THESE MEASURES MUST BE IMMEDIATELY DENOTED IN THE PROJECT SWPPP AND ON THE SITE PLANS. CHANGES MADE TO THESE MEASURES MUST PROVIDE EQUAL OR GREATER MITIGATION TO THE AREA WHICH SAID MEASURES ARE INTENDED TO PROTECT ON THE SITE PLANS. THE CONTRACTOR MUST TAKE WHATEVER MEANS NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. 4.SPILL KITS WILL BE KEPT PROMINENTLY ON-SITE AT ALL TIMES AND SHALL BE LABELED WITH THE NYSDEC SPILL HOTLINE TELEPHONE NUMBER: 1-800-457-7362. SPILL KITS THAT ARE PARTIALLY USED SHALL BE REPLACED WITH NEW, COMPLETE SPILL KITS IMMEDIATELY. PHASING: 1.A TYPICAL PHASING PLAN HAS BEEN PREPARED WHICH IDENTIFIES THE APPROXIMATE DISTURBED AREA PER PHASE. IF ANY CHANGES ARE MADE TO THIS PHASING PLAN, IT MUST BE NOTED IN THE SWPPP AND UPDATED ON THE SITE PHASING PLAN. REFER TO FIGURE IN APPENDIX A OF THE PROJECT SWPPP. 1.THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) THROUGHOUT ALL PHASES OF CONSTRUCTION AS REQUIRED BY THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). ADDITIONAL BMP'S NOT SHOWN ON THIS PLAN SHALL BE IMPLEMENTED AS REQUIRED BY SITE CONDITIONS AND AS DIRECTED BY THE QUALIFIED INSPECTOR AS A RESULT OF WEEKLY OR BIWEEKLY CONSTRUCTION DURATION INSPECTIONS. 2.BMP'S AND OTHER REQUIRED CONTROLS SHALL CONFORM TO FEDERAL, STATE OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 3.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 4.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 5.DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 6.RUBBISH, TRASH, GARBAGE, LITTER OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES, UNDERGROUND CONVEYANCE SYSTEMS OR WATERS OF THE STATE. 7.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THESE PLANS SHALL BE INITIATED AS SOON AS PRACTICABLE. 8.ALL DENUDED AREAS THAT WILL BE INACTIVE FOR 14-DAYS OR MORE MUST BE TEMPORARILY STABILIZED WITH THE USE OF FAST-GERMINATING ANNUAL GRASS-GRAIN VARIETIES, STRAW-HAY MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING OR BLANKETS. 9.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED AND/OR VEGETATED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN. 10.IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS LOCATIONS AS PROVIDED. 11.ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. 12.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING ACCUMULATED SEDIMENT IN ROADSIDE DRAINAGE SYSTEMS AS WELL AS ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE ONSITE STORM SEWER DRAINAGE SYSTEM IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. 13.ON-SITE SOIL STOCKPILES AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. 14.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 15.THE GENERAL CONTRACTOR IS TO DESIGNATE/IDENTIFY AREAS ON THE PLANS (IF DIFFERENT FROM THOSE CURRENTLY SHOWN) INSIDE OF THE LIMITS OF DISTURBANCE FOR WASTE DISPOSAL AND DELIVERY AND MATERIAL STORAGE. 16.AREAS TO BE FILLED SHALL BE CLEARED AND STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL. 17.ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. 18.ALL WATER PUMPED FROM EXCAVATIONS (DEWATERING) MUST PASS THROUGH A SEDIMENT TRAPPING DEVICE BEFORE BEING DISCHARGED FROM THE SITE. THESE DEVICES INCLUDE, BUT ARE NOT LIMITED TO, SEDIMENT BAGS, PORTABLE SEDIMENT TANKS AND SEDIMENT TRAPS. GENERAL EROSION & SEDIMENT CONTROL NOTES: TSS CE LOD SYMBOL LEGEND = TEMPORARY STABILIZED CONSTRUCTION ENTRANCE; RE: 1, C501. = TEMPORARY 12" COMPOST FILTER SOCK; RE: 5, C501. = LIMITS OF DISTURBANCE = 32.14 ACRES CW = TEMPORARY CONCRETE WASHOUT; RE: 6, C501. SITE PREP NOTE: 1.SITE CLEARING AND GRUBBING TO EXTENTS OF LIMITS OF DISTURBANCE. REFER TO C401 AND C402 FOR EXACT TREE CLEARING LIMITS. 2.±0.34 ACRE TEMPORARY CONSTRUCTION STONE LAYDOWN AREA. USE 1" - 4" STONE, THICKNESS SHALL BE A MINIMUM OF 6". LOD LOD LOD LOD CW TSS TSS TSS TSS TSS TSS TSS TSS TSS 1 1 1 1 1 EXISTING STONE DRIVEWAY TO BE REMOVED TSS CE 2 WR = TEMPORARY WASTE RECEPTACLE RR = TEMPORARY RECYCLABLE MATERIALS RECEPTACLE PT = TEMPORARY PORTABLE TOILETS WR RRPT EXISTING CULVERTS TO REMAIN AND BE PROTECTED TSS TSS TSS LOD 1 IN V - 1 . 0 1 ( 1 6 s t r ) IN V - 2 . 0 1 ( 1 7 s t r ) IN V - 2 . 0 2 ( 1 7 s t r ) IN V - 2 . 0 3 ( 1 7 s t r ) IN V - 2 . 0 4 ( 1 7 s t r ) IN V - 2 . 0 5 ( 1 7 s t r ) IN V - 2 . 0 6 ( 1 7 s t r ) IN V - 2 . 0 7 ( 1 7 s t r ) IN V - 2 . 0 8 ( 1 7 s t r ) IN V - 2 . 0 9 ( 1 7 s t r ) IN V - 2 . 1 0 ( 1 7 s t r ) IN V - 2 . 1 1 ( 1 7 s t r ) IN V - 1 . 0 2 ( 1 6 s t r ) IN V - 1 . 0 3 ( 1 6 s t r ) IN V - 1 . 0 4 ( 1 6 s t r ) IN V - 1 . 0 5 ( 1 6 s t r ) IN V - 1 . 1 2 ( 1 6 s t r ) IN V - 1 . 1 1 ( 1 6 s t r ) IN V - 1 . 1 0 ( 1 6 s t r ) IN V - 1 . 0 9 ( 1 6 s t r ) IN V - 1 . 0 8 ( 1 6 s t r ) IN V - 1 . 0 7 ( 1 6 s t r ) IN V - 1 . 0 6 ( 1 6 s t r ) 10.7' 7.2' 103.3' 83.2' 20.0' 34.6'78.1' 98.6' 236.0' 121.7' 101.6' 228.7'249.0' 30.0' SITE IMPROVEMENT NOTES: 1.LIMITED USE PERVIOUS ACCESS ROAD; RE. DETAILS 1, 2, 3, AND 4 ON DRAWING C502. 2.CHAIN-LINK FENCE; RE. DETAIL 7 & 8 ON DRAWING C501. 3.CHAIN-LINK GATE; RE. DETAIL 8 ON DRAWING C501. 4.SOLAR ARRAY MODULE, TYP; RE. DETAIL 2, C501. 5.TRANSFORMER PAD; RE. DETAIL 4, C501.C201 SITE LAYOUT PLAN AS NOTED KMK CC1 DWG. No. PROJ. No. SCALE DATE DWG. TITLE DWN.CHK. CORTLANDVILLE SOLAR 04/18/2023 607119 3023 Route 215 Cortland, NY 13045 NO.REVISIONS DATE 0 1"2" GENERIC SCALE BAR SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY NOTE: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ARCHITECT AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT AND ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS PROHIBITED IN ACCORDANCE WITH STATE LAW, CODE AND RULES. Centerpointe Corporate Park 375 Essjay Road, Suite 200 Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 f:716.625.6825 Wendel WD Architecture, Engineering, Surveying and Landscape Architecture, P.C. Cortlandville PV, LLC 85 Broad St, 28th Floor New York, NY 10004 SITE PLAN APPROVAL A SITE PLAN APPROVAL SUBMISSION 04/18/2023 FOR PERMITTING PURPOSES 4/18/23 1 2 2 4 4 5 1 2 4 3 GENERAL NOTES: 1.SEE DRAWING C202 FOR UTILITY ACCESS ROAD, INTERCONNECTION DETAILS AND LAYOUT. 2.SEE DRAWING C301 FOR GRADING AND DRAINAGE IMPROVEMENTS. 3.SEE DRAWING C301 FOR ACCESS ROAD PROFILES. 4.ACCESS DRIVE ALIGNMENTS AND TURNAROUNDS LAYOUT WERE DESIGNED USING THE 2020 INTERNATIONAL FIRE CODE APPENDIX D FIRE APPARATUS ACCESS ROAD GUIDELINES. 5.THE LIMIT OF DISTURBANCE SHOWN ON THESE PLANS IS ±32.14 ACRES AND COMPASSES THE PROJECT'S PROPOSED FEATURES. THE ANTICIPATED AREA OF DISTURBED LAND FOR THIS PROJECT, INCLUDING THE PERVIOUS ACCESS ROAD AND ASSOCIATED GRADING, CONCRETE TRANSFORMER PADS, UNDERGROUND COLLECTION LINE, SOLAR ARRAY POLE FOUNDATIONS, AND FENCE POST FOUNDATIONS, IS ± 12.10 ACRES. EDGE OF VEGETATION/WOODS LIMITS OF DISTURBANCE LEGEND: LIMITED USE PERVIOUS ACCESS ROAD PROPOSED CHAIN LINK FENCE PROPERTY LINE WETLAND AREA 5 TRANSFORMER #1 LIMITS OF DISTURBANCE LENGTH OF UNDERGROUND LINE BETWEEN TRANSFORMER #1 TO FIRST UTILITY POLE: 817' LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE SEE GRADING AND DRAINAGE PLAN (C301) FOR PROPOSED ACCESS ROAD STATIONING AND PROFILE PROPERTY BOUNDARY R30' UNDERGROUND LINE 20' WIDE LIMITED-USE PERVIOUS ACCESS ROAD GATE ENTRY. PROVIDE LOCKING LATCH WITH FIRE DEPARTMENT PROVIDED KNOX BOX. (SEE DETAIL 8 ON DRAWING C501) INVERTER, TYP R40' R20' R20' R40' PROPOSED DRY DETENTION POND 1. SEE DRAWING C301 FOR GRADING AND DRAINAGE PLAN. LENGTH OF UNDERGROUND LINE BETWEEN TRANSFORMERS: 904' PROPOSED DRY DETENTION POND 2. SEE DRAWING C301 FOR GRADING AND DRAINAGE PLAN. R30' TRANSFORMER #2 OVERHEAD LINE R30' R30' 1 SITE LAYOUT PLAN SCALE: 1" = 100' N R30' R30' LEGEND LAT 42.554142 LONG -76.190359 ILR 1.40 SYSTEM SIZE (DC)7,004 kW SYSTEM SIZE (AC)5,000 kW MODULE TYPE CS7N-660MB-AG (660W) QUANTITY 10,612 (379 strings) MODULES PER STRING 28 INVERTER Sungrow SG250HX QUANTITY 23 SOLAR ARRAY TYPE Tracker 1P DIMENSIONS OF THE TRACKER (3 strings & 2 strings)(LxWxH) (3s) 369'-7" x 7'-10" x 5'-7" (2s) 255'-3" x 7'-10" x 5'-7" TILT ANGLE ±60º PITCH 18' AZIMUTH 0° GCR 43.44% FENCE LENGTH 5,819' ACCESS ROAD LENGTH 1,975' TOTAL MV LINE LENGTH 1,980' ACRES/MW 4.01 TOTAL AREA OF DISTURBANCE 32.14 ac. ADDRESS 3023 Route 215, Cortland, NY 13045 LIMITS OF DISTURBANCE (PROPOSED LANDSCAPING) LIMITS OF DISTURBANCE R33' R33' 20' 38.6' 20' 28.2' 38.6' 28.2' 8 1 5 6 7 POI UTILITY GOAB POLE UTILITY RECLOSER POLE CUSTOMER RECLOSER POLE DETAIL: POINT OF INTERCONNECTION 76 CUSTOMER POLE WITH UTILITY METERING 2 CUSTOMER RISER POLE CUSTOMER GOAB POLE 4 3 8 54321 UTILITY POLE (NO EQUIPMENT) 95.00'25.00'25.00'25.00'25.00'40.00'25.00' C202 INTERCONNECTION PLAN AS NOTED KMK CC1 DWG. No. PROJ. No. SCALE DATE DWG. TITLE DWN.CHK. CORTLANDVILLE SOLAR 04/18/2023 607119 3023 Route 215 Cortland, NY 13045 NO.REVISIONS DATE 0 1"2" GENERIC SCALE BAR SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY NOTE: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ARCHITECT AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT AND ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS PROHIBITED IN ACCORDANCE WITH STATE LAW, CODE AND RULES. Centerpointe Corporate Park 375 Essjay Road, Suite 200 Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 f:716.625.6825 Wendel WD Architecture, Engineering, Surveying and Landscape Architecture, P.C. Cortlandville PV, LLC 85 Broad St, 28th Floor New York, NY 10004 SITE PLAN APPROVAL A SITE PLAN APPROVAL SUBMISSION 04/18/2023 FOR PERMITTING PURPOSES 4/18/23 EDGE OF VEGETATION/WOODS LIMITS OF DISTURBANCE LEGEND: LIMITED USE PERVIOUS ACCESS ROAD PROPERTY LINE WETLAND AREA 1 INTERCONNECTION PLAN SCALE: 1" = 20' N UNDERGROUND LINE 8: CUSTOMER RISER POLE 7: CUSTOMER POLE WITH UTILITY METERING 6: CUSTOMER RECLOSER POLE 5: CUSTOMER GOAB POLE 3: UTILITY GOAB POLE 2: UTILITY TRANSITION POLE 1: POI: FEEDER ID: 36_12_33453 SUBSTATION: STARR ROAD IC VOLTAGE: 13.2 kV OVERHEAD LINE 20-FT WIDE PROPOSED-LIMITED USE PERVIOUS ACCESS ROAD 4: UTILITY RECLOSER POLE LIMITS OF DISTURBANCE PROPERTY LINE PROPERTY LINE GUIDERAIL TO BE MODIFIED TO INSTALL DRIVEWAY GUIDERAIL TO BE MODIFIED TO INSTALL DRIVEWAY PROPOSED NYSDOT MINOR COMMERCIAL DRIVEWAY. SEE DETAIL 5 ON DRAWING C502. 17+50 0+001+002+003+004+00 5 + 0 0 6 + 0 0 7 + 0 0 8+009+0010+0011+0012+0013+0014+0015+0016+0017+00 16 2 0 1 6 1 5 1 6 2 0 1 6 2 5 1 6 3 0 1 6 4 5 1 6 5 0 16 5 0 16 4 5 16 4 0 16 3 5 16 3 0 16 2 5 1625 1640 1635 1630 1625 16 2 0 16 1 5 16 1 0 16 2 0 16 1 5 1605 1610 163 0 1635 1 6 4 0 1 6 4 0 0.4% 0.4% 0.5 % 0.6% 159 7 159 8 159 9 160 0 160 1 1602 1603 1604 160 5 158 8 158 9 159 0 159 1 1592 1593 1594 160 1 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1593 1594 1595 1596 1597 1598 1599 159 0 159 5 160 0 161 0 161 5 162 0 1685 158 5 0+00 1+00 2+00 3+00 4+00 5+00 5+95 1635 1 6 3 5 1 6 4 0 1 6 2 5 164 5 16 1 5 16 1 0 1 6 1 0 PROPOSED MAJOR CONTOUR ELEVATION PROPOSED MINOR CONTOUR ELEVATION EXISTING CONTOUR ELEVATION PROPOSED CHAIN LINK FENCE PROPOSED LIMITED USE PERVIOUS ACCESS ROAD 400 401 12 LEGEND & ABBREVIATIONS: PROPOSED ENERGY DISSIPATOR / LEVEL SPREADER, SEE DETAIL 9 ON DWG. C503 WETLAND AREA C301 GRADING AND DRAINAGE PLAN AND ACCESS ROAD PROFILE AS NOTED NRF CC1 DWG. No. PROJ. No. SCALE DATE DWG. TITLE DWN.CHK. CORTLANDVILLE SOLAR 04/18/2023 607119 3023 Route 215 Cortland, NY 13045 NO.REVISIONS DATE 0 1"2" GENERIC SCALE BAR SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY NOTE: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ARCHITECT AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT AND ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS PROHIBITED IN ACCORDANCE WITH STATE LAW, CODE AND RULES. Centerpointe Corporate Park 375 Essjay Road, Suite 200 Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 f:716.625.6825 Wendel WD Architecture, Engineering, Surveying and Landscape Architecture, P.C. Cortlandville PV, LLC 85 Broad St, 28th Floor New York, NY 10004 SITE PLAN APPROVAL A SITE PLAN APPROVAL SUBMISSION 04/18/2023 FOR PERMITTING PURPOSES 4/18/23 1 GRADING AND DRAINAGE PLAN SCALE: 1" = 100' N 2 ACCESS ROAD PROFILE SCALE:H: 1"=100' V: 1"=20' DRAINAGE NOTES: 1.PROPOSED 28.0 LF - 12" DIAMETER HDPE STORM SEWER PIPE @ 7.5% SLOPE. 2. PROPOSED 52.5 LF - 8" DIAMETER HDPE STORM SEWER PIPE @ 12.5% SLOPE. 1 2 3 DRAINAGE PROFILE SCALE:H: 1"=100' V: 1"=20' 20' WIDE LIMITED-USE PERVIOUS ACCESS ROAD EXISTING GRADE LIMITED USE PERVIOUS ACCESS ROAD GRADEACCESS ROAD ENTRANCE TO MATCH EXISTING EDGE OF N.Y.S. ROUTE 215 LOCATION OF ACCESS ROAD TURNAROUND PROPOSED ACCESS ROAD STATIONING. SEE PROFILE, THIS SHEET. EXISTING 12" & 24" CMP CULVERTS TO REMAIN AND BE PROTECTED PROPOSED 12" CULVERT UNDER ACCESS ROAD INV. IN: 1614.50' INV. OUT: 1612.40' INV. IN: 1634.10' INV. OUT: 1624.05' PROPOSED 8" CULVERT UNDER ACCESS ROAD LOCATION OF ACCESS ROAD TURNAROUND LOCATION OF ACCESS ROAD TURNAROUND PROPOSED DRY DETENTION POND 1. SEE DETAILS ON C503 FOR DRY POND FEATURES. PROPOSED DRY POND 1 OUTLET. SEE DETAILS 1, 3, 4 & 6 ON DWG. C503. PROPOSED DRY DETENTION POND 2. SEE DETAILS ON C503 FOR DRY POND FEATURES. PROPOSED DRY POND OUTLET. SEE DETAILS 2, 3, 4 & 8 ON DWG. C503. LEVEL SPREADER SEE DETAIL 5 ON DWG. C503 PROPOSED 48" STORM MANHOLE (TYP. OF 5). SEE DETAIL 7 ON DWG. C503. SEE DRAINAGE PROFILE, THIS SHEET. LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE RIP-RAP OUTLET PROTECTION. SEE DETAIL 3 ON DWG. C501 PROPOSED DIVERSION SWALE. SEE DETAIL 10 ON DWG. C503 EXISTING 12" & 24" CMP CULVERTS TO REMAIN AND BE PROTECTED EXISTING GRADE MH 1 RIM: 1593.71 MH 2 RIM: 1585.79 MH 3 RIM: 1576.89 MH 4 RIM: 1568.18 MH 5 RIM: 1564.82 CB 1 RIM: 1595.38 C401 LANDSCAPE PREPARATION PLAN AS NOTED KS2 DLK DWG. No. PROJ. No. SCALE DATE DWG. TITLE DWN.CHK. CORTLANDVILLE SOLAR 04/18/2023 607119 3023 Route 215 Cortland, NY 13045 NO.REVISIONS DATE 0 1"2" GENERIC SCALE BAR SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY NOTE: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ARCHITECT AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT AND ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS PROHIBITED IN ACCORDANCE WITH STATE LAW, CODE AND RULES. Centerpointe Corporate Park 375 Essjay Road, Suite 200 Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 f:716.625.6825 Wendel WD Architecture, Engineering, Surveying and Landscape Architecture, P.C. Cortlandville PV, LLC 85 Broad St, 28th Floor New York, NY 10004 SITE PLAN APPROVAL A SITE PLAN APPROVAL SUBMISSION 04/18/2023 FOR PERMITTING PURPOSES 4/18/23 1 LANDSCAPE PREPARATION PLAN SCALE: 1" = 100' N POLLINATOR SEED MIX PER LANDSCAPE NOTES LANDSCAPE LEGEND: EVERGREEN TREE LANDSCAPE NOTES: 1.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES ON THE PLAN PRIOR TO BIDDING. 2.REMOVE TREES, CLEAR AND GRUB UNDERSTORY VEGETATION. 3.UNLESS OTHERWISE SPECIFIED, ALL DISTURBED AREAS SHALL RECEIVE MIN. 4" TOPSOIL, BE FINE GRADED, AND SEEDED. FOLLOW ALL SEED SUPPLIER'S RECOMMENDATIONS FOR SITE PREPARATION, APPLICATION, AND ESTABLISHMENT OF SEED 4.POLLINATOR SEED MIX SHALL BE "NORTHEAST SOLAR POLLINATOR 3' MIX" (ITEM No. ERNMX-612) BY ERNST SEEDS, OR ACCEPTABLE EQUIVALENT. 5.TURF RESTORATION SEED MIX SHALL BE "LOW GROW FESCUE" BY PREFERRED SEED, OR ACCEPTABLE EQUIVALENT. 6.CONTRACTOR SHALL INSPECT AND MAINTAIN ALL PLANTINGS INCLUDING GRASSES AND PERENNIALS FOR THE ENTIRETY OF THE GUARANTEE PERIOD; 18 MONTHS. AT THE END OF THE GUARANTEE PERIOD OWNER SHALL MOW ONCE PER YEAR IN SPRING TO MANAGE WOODY GROWTH: MOW PREVIOUS YEAR'S GROWTH TO 2" HEIGHT BEFORE NEW SPRING GROWTH REACHES 2" HEIGHT. 7.PLANT PIT BACKFILL FOR TREES AND SHRUBS SHALL BE PLANTING SOIL MIX. REFER TO SPECIFICATIONS FOR PLANTING SOIL MIX COMPOSITION. 8.ALL PLANT MATERIAL SHALL BE WELL-FORMED AND DEVELOPED IN GOOD CONDITION, HEALTHY AND DISEASE FREE, AND BE TYPICAL OF THE SPECIES. PLANTS SHALL COMPLY WITH ACCEPTABLE STANDARDS AS SET FORTH IN THE LATEST EDITION OF THE "AMERICAN STANDARD FOR NURSERY STOCK" PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 9.ALL PLANT LOCATIONS ARE APPROXIMATE. ADJUSTMENTS MAY BE NECESSARY TO AVOID CONFLICTS. INFORM LANDSCAPE ARCHITECT OF POTENTIAL CONFLICTS AND COORDINATE WITH LANDSCAPE ARCHITECT TO ADJUST PLANT LOCATIONS AS NECESSARY. TREE AND UNDERSTORY VEGETATION REMOVAL TURF RESTORATION SEED MIX PER LANDSCAPE NOTES EXISTING TREE/BRUSH LINE LIMITS OF DISTURBANCE LEGEND: LIMITED USE PERVIOUS ACCESS ROAD PROPOSED CHAIN LINK FENCE PROPERTY LINE WETLAND BOUNDARY PROPOSED TREE LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE 2 2 2 PROPOSED TREE LINE PROPOSED TREE LINE PROPOSED TREE LINE PROPOSED TREE LINE PROPOSED TREE LINE EXISTING TREE LINE EXISTING TREE LINE EXISTING TREE LINE EXISTING TREE LINE EXISTING BRUSH LINE 2 PROPOSED TREE LINE EXISTING TREE LINE 2 EXISTING TREE LINE PROPOSED TREE LINE IN V - 1 . 0 1 ( 1 6 s t r ) IN V - 2 . 0 1 ( 1 7 s t r ) IN V - 2 . 0 2 ( 1 7 s t r ) IN V - 2 . 0 3 ( 1 7 s t r ) IN V - 2 . 0 4 ( 1 7 s t r ) IN V - 2 . 0 5 ( 1 7 s t r ) IN V - 2 . 0 6 ( 1 7 s t r ) IN V - 2 . 0 7 ( 1 7 s t r ) IN V - 2 . 0 8 ( 1 7 s t r ) IN V - 2 . 0 9 ( 1 7 s t r ) IN V - 2 . 1 0 ( 1 7 s t r ) IN V - 2 . 1 1 ( 1 7 s t r ) IN V - 1 . 0 2 ( 1 6 s t r ) IN V - 1 . 0 3 ( 1 6 s t r ) IN V - 1 . 0 4 ( 1 6 s t r ) IN V - 1 . 0 5 ( 1 6 s t r ) IN V - 1 . 1 2 ( 1 6 s t r ) IN V - 1 . 1 1 ( 1 6 s t r ) IN V - 1 . 1 0 ( 1 6 s t r ) IN V - 1 . 0 9 ( 1 6 s t r ) IN V - 1 . 0 8 ( 1 6 s t r ) IN V - 1 . 0 7 ( 1 6 s t r ) IN V - 1 . 0 6 ( 1 6 s t r ) C402 LANDSCAPE PLAN AS NOTED KS2 DLK DWG. No. PROJ. No. SCALE DATE DWG. TITLE DWN.CHK. CORTLANDVILLE SOLAR 04/18/2023 607119 3023 Route 215 Cortland, NY 13045 NO.REVISIONS DATE 0 1"2" GENERIC SCALE BAR SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY NOTE: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ARCHITECT AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT AND ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS PROHIBITED IN ACCORDANCE WITH STATE LAW, CODE AND RULES. Centerpointe Corporate Park 375 Essjay Road, Suite 200 Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 f:716.625.6825 Wendel WD Architecture, Engineering, Surveying and Landscape Architecture, P.C. Cortlandville PV, LLC 85 Broad St, 28th Floor New York, NY 10004 SITE PLAN APPROVAL A SITE PLAN APPROVAL SUBMISSION 04/18/2023 FOR PERMITTING PURPOSES 4/18/23 1 LANDSCAPE PLAN SCALE: 1" = 100' N POLLINATOR SEED MIX PER LANDSCAPE NOTES LANDSCAPE LEGEND: EVERGREEN TREE LANDSCAPE NOTES: 1.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES ON THE PLAN PRIOR TO BIDDING. 2.REMOVE TREES, CLEAR AND GRUB UNDERSTORY VEGETATION. 3.UNLESS OTHERWISE SPECIFIED, ALL DISTURBED AREAS SHALL RECEIVE MIN. 4" TOPSOIL, BE FINE GRADED, AND SEEDED. FOLLOW ALL SEED SUPPLIER'S RECOMMENDATIONS FOR SITE PREPARATION, APPLICATION, AND ESTABLISHMENT OF SEED 4.POLLINATOR SEED MIX SHALL BE "NORTHEAST SOLAR POLLINATOR 3' MIX" (ITEM No. ERNMX-612) BY ERNST SEEDS, OR ACCEPTABLE EQUIVALENT. 5.TURF RESTORATION SEED MIX SHALL BE "LOW GROW FESCUE" BY PREFERRED SEED, OR ACCEPTABLE EQUIVALENT. 6.CONTRACTOR SHALL INSPECT AND MAINTAIN ALL PLANTINGS INCLUDING GRASSES AND PERENNIALS FOR THE ENTIRETY OF THE GUARANTEE PERIOD; 18 MONTHS. AT THE END OF THE GUARANTEE PERIOD OWNER SHALL MOW ONCE PER YEAR IN SPRING TO MANAGE WOODY GROWTH: MOW PREVIOUS YEAR'S GROWTH TO 2" HEIGHT BEFORE NEW SPRING GROWTH REACHES 2" HEIGHT. 7.PLANT PIT BACKFILL FOR TREES AND SHRUBS SHALL BE PLANTING SOIL MIX. REFER TO SPECIFICATIONS FOR PLANTING SOIL MIX COMPOSITION. 8.ALL PLANT MATERIAL SHALL BE WELL-FORMED AND DEVELOPED IN GOOD CONDITION, HEALTHY AND DISEASE FREE, AND BE TYPICAL OF THE SPECIES. PLANTS SHALL COMPLY WITH ACCEPTABLE STANDARDS AS SET FORTH IN THE LATEST EDITION OF THE "AMERICAN STANDARD FOR NURSERY STOCK" PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 9.ALL PLANT LOCATIONS ARE APPROXIMATE. ADJUSTMENTS MAY BE NECESSARY TO AVOID CONFLICTS. INFORM LANDSCAPE ARCHITECT OF POTENTIAL CONFLICTS AND COORDINATE WITH LANDSCAPE ARCHITECT TO ADJUST PLANT LOCATIONS AS NECESSARY. TREE AND UNDERSTORY VEGETATION REMOVAL TURF RESTORATION SEED MIX PER LANDSCAPE NOTES EXISTING TREE/BRUSH LINE LIMITS OF DISTURBANCE LEGEND: LIMITED USE PERVIOUS ACCESS ROAD PROPOSED CHAIN LINK FENCE PROPERTY LINE WETLAND BOUNDARY PROPOSED TREE LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE 4 4 4 5 5 5 5 5 5 PROPOSED TREE LINE PROPOSED TREE LINE PROPOSED TREE LINE PROPOSED TREE LINE PROPOSED TREE LINE REFER TO PLANTING ENLARGEMENT ON DWG C403. PROPOSED DRY DETENTION PONDS PROPOSED TREE LINE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE 4 4 4 C402 LANDSCAPE BUFFER ENLARGEMENT PLAN AND PLANTING DETAILS AS NOTED KS2 DLK DWG. No. PROJ. No. SCALE DATE DWG. TITLE DWN.CHK. CORTLANDVILLE SOLAR 04/18/2023 607119 3023 Route 215 Cortland, NY 13045 NO.REVISIONS DATE 0 1"2" GENERIC SCALE BAR SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY NOTE: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ARCHITECT AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT AND ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS PROHIBITED IN ACCORDANCE WITH STATE LAW, CODE AND RULES. Centerpointe Corporate Park 375 Essjay Road, Suite 200 Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 f:716.625.6825 Wendel WD Architecture, Engineering, Surveying and Landscape Architecture, P.C. Cortlandville PV, LLC 85 Broad St, 28th Floor New York, NY 10004 SITE PLAN APPROVAL A SITE PLAN APPROVAL SUBMISSION 04/18/2023 FOR PERMITTING PURPOSES 4/18/23 1 LANDSCAPE BUFFER ENLARGEMENT PLAN SCALE: 1" = 20' N POLLINATOR SEED MIX PER LANDSCAPE NOTES LANDSCAPE LEGEND: EVERGREEN TREE LANDSCAPE NOTES: 1.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES ON THE PLAN PRIOR TO BIDDING. 2.REMOVE TREES, CLEAR AND GRUB UNDERSTORY VEGETATION. 3.UNLESS OTHERWISE SPECIFIED, ALL DISTURBED AREAS SHALL RECEIVE MIN. 4" TOPSOIL, BE FINE GRADED, AND SEEDED. FOLLOW ALL SEED SUPPLIER'S RECOMMENDATIONS FOR SITE PREPARATION, APPLICATION, AND ESTABLISHMENT OF SEED 4.POLLINATOR SEED MIX SHALL BE "NORTHEAST SOLAR POLLINATOR 3' MIX" (ITEM No. ERNMX-612) BY ERNST SEEDS, OR ACCEPTABLE EQUIVALENT. 5.TURF RESTORATION SEED MIX SHALL BE "LOW GROW FESCUE" BY PREFERRED SEED, OR ACCEPTABLE EQUIVALENT. 6.CONTRACTOR SHALL INSPECT AND MAINTAIN ALL PLANTINGS INCLUDING GRASSES AND PERENNIALS FOR THE ENTIRETY OF THE GUARANTEE PERIOD; 18 MONTHS. AT THE END OF THE GUARANTEE PERIOD OWNER SHALL MOW ONCE PER YEAR IN SPRING TO MANAGE WOODY GROWTH: MOW PREVIOUS YEAR'S GROWTH TO 2" HEIGHT BEFORE NEW SPRING GROWTH REACHES 2" HEIGHT. 7.PLANT PIT BACKFILL FOR TREES AND SHRUBS SHALL BE PLANTING SOIL MIX. REFER TO SPECIFICATIONS FOR PLANTING SOIL MIX COMPOSITION. 8.ALL PLANT MATERIAL SHALL BE WELL-FORMED AND DEVELOPED IN GOOD CONDITION, HEALTHY AND DISEASE FREE, AND BE TYPICAL OF THE SPECIES. PLANTS SHALL COMPLY WITH ACCEPTABLE STANDARDS AS SET FORTH IN THE LATEST EDITION OF THE "AMERICAN STANDARD FOR NURSERY STOCK" PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 9.ALL PLANT LOCATIONS ARE APPROXIMATE. ADJUSTMENTS MAY BE NECESSARY TO AVOID CONFLICTS. INFORM LANDSCAPE ARCHITECT OF POTENTIAL CONFLICTS AND COORDINATE WITH LANDSCAPE ARCHITECT TO ADJUST PLANT LOCATIONS AS NECESSARY. TREE AND UNDERSTORY VEGETATION REMOVAL TURF RESTORATION SEED MIX PER LANDSCAPE NOTES EXISTING TREE/BRUSH LINE LIMITS OF DISTURBANCE LEGEND: LIMITED USE PERVIOUS ACCESS ROAD PROPOSED CHAIN LINK FENCE PROPERTY LINE WETLAND BOUNDARY PROPOSED TREE LINE QTY KEY BOTANICAL NAME COMMON NAME SIZE & SPECIFICATIONS 5 Yr. HEIGHT 10 Yr. HEIGHT 20 Yr. HEIGHT TREES 21 AB Abies balsamea BALSAM FIR 7' Min. Height 12' - 15' HEIGHT 17' - 22' HEIGHT 27' - 37' HEIGHT 14 PS Pinus strobus EASTERN WHITE PINE 7' Min. Height 12' - 17' HEIGHT 22' - 37' HEIGHT 50' - 80' HEIGHT C402 PLANT SCHEDULE: 1 18 " EQUAL EQUALEQUAL MI N . PLAN NOTES: ALL PLANTING MUST BE GUARANTEED FOR EIGHTEEN (18) MONTHS FROM INITIAL ACCEPTANCE. PRUNE ONLY DAMAGED BRANCHES MAINTAINING NORMAL TREE SHAPE. NEVER CUT CENTRAL LEADER AND DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN ARBOR TIE OR ACCEPTABLE EQUIVALENT WOODEN TREE STAKES (2 MIN), 2-1/2" O.D., CEDAR OR APPROVED EQUIVALENT, EQUALLY SPACED. REMOVE ALL ROPE FROM TRUNK AND TOP OF BALL. REMOVE BURLAP FROM THE TOP (HALF) 12 OF THE ROOT BALL. WHEN A WIRE BASKET IS PRESENT THE WIRE BASKET SHALL BE REMOVED FROM THE TOP HALF OF THE ROOT BALL OR AS MUCH AS POSSIBLE TO PRESERVE THE INTEGRITY OF THE ROOT BALL. MINIMUM LIMIT FOR PLANTING PIT NOTE: IN AREAS BETWEEN CURB AND WALK WHERE A CIRCULAR EXCAVATION IS NOT FEASIBLE THE VOLUME OF PLANTING SOIL MIX SHALL BE ACCOMMODATED IN A RECTANGULAR CONFIGURATION ROOT BALL TREE TRUNK SECURE ARBOR TIE TO STAKE TREE STAKE THE ROOT FLARE OF EACH TREE SHALL BE VISIBLE AT THE TOP OF THE ROOT BALL. IF NURSERY GRADE IS ABOVE THE FLARE THE CONTRACTOR SHALL CAREFULLY EXCAVATE THE TOP OF THE ROOT BALL TO EXPOSE THE ROOT FLARE. TREES WHOSE ROOT FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE THE TOP OF THE ROOT BALL WITH SOIL. 3" DEPTH SHREDDED BARK MULCH, UNIFORMLY SPREAD. MULCH SHALL NOT BE IN CONTACT WITH THE TRUNK OF THE TREE EXCAVATE TREE PIT TO DEPTH OF ROOT BALL, MINIMUM 3 TIMES THE DIAMETER OF THE ROOT BALL AND BACKFILL WITH PLANTING SOIL MIX CONTAINING 2 PARTS TOPSOIL AND 1 PART COMPOST. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. EVERGREEN TREE PLANTING2SCALE: NTS AB 9PS 5 AB 7 PS 4 PS 5 AB 5 LIMITS OF DISTURBANCE DISTURBED AREA UNDISTURBED AREA PLAN VIEWSECTION VIEW DISTURBED AREA UNDISTURBED AREA NOTES: 1. COMPOST FILTER SOCK MUST MEET THE STANDARDS AND SPECIFICATIONS OUTLINED IN SECTION 5 OF THE NEW YORK STATE STANDARD SPECIFICATIONS FOR EROISON AND SEDIMENT CONTROL, (JULY 2016) 2. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK ALIGNMENT. STAKES MAY BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED BY THE MANUFACTURER. 3. TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS. 4. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE ABOVEGROUND HEIGHT OF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN. 5. SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION. 6. BIODEGRADABLE FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 7. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCKS, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT. 12"Ø COMPOST FILTER SOCK DRAINAGE INLET PLAN VIEW 24" MIN. OVERLAP 2"x2" WOODEN STAKES PLACED 18" O.C. 2"x2" WOODEN STAKES PLACED 10' O.C.12"Ø COMPOST FILTER SOCK EXISTING CONTOURS 8' 12' MIN. BLOWN/PLACE FILTER MEDIA 2"x2" WOODEN STAKES PLACED 10' O.C. COMPOST FILTER SOCK FLOW COMPACTED SUBGRADE CONCRETE BASE FOR END, CORNER & GATE POSTS: 12" Ø CONCRETE BASE FOR LINE POSTS: 12" Ø (4,000 PSI) FINISHED GRADE FENCE POST, SIZE VARIES, SEE SPEC. EQ.EQ. 6"6" 12" 4'-0" MIN. 4" MIN. 7'-0" 16"12" 12 " 4' - 0 " 12 " 3" 7' - 0 " 4' - 0 " BRACE TRUSS ROD TYP LINE CONCRETE 10'-0" TYP 12 " 2'-0" 7 GAUGE TENSION SEE NOTE 2 THIS DETAIL 4' 12 " 2'-0" TOP RAIL BRACE TRUSS ROD BOTTOM RAIL TYP GATE POST CONCRETE PERSONNEL GATE ROADWAY GATE OPENING SEE NOTES 1 AND 3, THIS DETAIL NOTES: 1. 2. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN POSITION. IF ROCK IS ENCOUNTERED WHEN SETTING POSTS, DRILL HOLES 4 INCHES LARGER IN DIAMETER THAN POSTS AND BACKFILL TO GRADE WITH CLASS "B" CONCRETE. TOP RAIL TYP GATE POST CONCRETE FINISH GRADE BOTTOM RAIL POST CONCRETE POST TYP CORNER WIRE AS SHOWN ON SITE PLANS 4'-0" FENCE WARNING SIGNS NOTES: 1.SIGNS SHALL CONFORM TO THE 2013 OSHA AND ANSI REQUIREMENTS. 2.SIGNS SHALL BE 20" WIDE BY 14" HIGH. 3.SIGNS SHALL HAVE A MOUNTING HEIGHT BETWEEN 45 TO 66 INCHES. 4.SIGN PANELS SHALL BE 10 GAUGE ALUMINUM WITH HIGH VISIBILITY REFLECTIVE SHEETING. 5.SIGNS SHALL BE PLACED ON GATE AND ALONG FENCE LINE AS REQUESTED BY OWNER. ADDRESS: 3023 ROUTE 215, CORTLAND, NY 13045 SITE OWNER: XXXX SITE OWNER PHONE NUMBER: XXXX O & M COMPANY: XXXX O & M COMPANY PHONE NUMBER: XXXX CONTACT PLATE PROVIDE LOCKING LATCH WITH FIRE DEPARTMENT PROVIDED KNOX BOX. PER ARTICLE 691.11 OF THE NATIONAL ELECTRICAL CODE, LARGE SCALE PHOTOVOLTAIC (PV) PROJECTS ABOVE 5,000 KW (5 MW) REQUIRE THE PERIMETER FENCE TO BE GROUNDED. 3. 4. PERSONNEL GATE ROADWAY GATE CHAIN LINK FENCE CORNER/LINE 4' - 0 " PIPE OR PIPE ARCH SECTION A-A END VIEW GROUND SURFACE 2 1 2 1 D PIPE DIA. OR PIPE ARCH RISE DIMENSION 10'-0" MIN.NYSDOT ITEM 620.03 STONE FILLING (LIGHT) ON FABRIC MIRAFI 600X OR APPROVED EQUAL 24" MIN. NYSDOT ITEM 620.03 STONE FILLING (LIGHT) ON FABRIC MIRAFI 600X OR APPROVED EQUAL 18"18" MIN. 2 1 16'-0" MIN. A A SEE SPEC. SLOPE 2.5:1 MAX. NOTE: SEE RIP-RAP DETAIL FOR PLACEMENT OF STONE. FRONT ELEVATION SIDE ELEVATION ℄ PLAN PIPE END SECTION METHOD OF ATTACHMENT SPECIFICATIONS PER MANUFACTURER PIPE CULVERT SEE PLAN FOR PIPE SIZE C501 SITE DETAILS AS NOTED NRF CC1 3'5:1 PLAN VIEW PROFILEEXISTING GROUND FILTER CLOTH MOUNTABLE BERM (OPTIONAL) EXISTING PAVEMENT 10 ' M I N . 10 ' M I N . 12 ' M I N . 50'MIN. 6" M I N . EXISTING GROUND 50'MIN. 12'MIN. EXISTING PAVEMENT SCALE: TEMPORARY STABILIZED CONSTRUCTION ENTRANCE DETAIL1NTS CONSTRUCTION SPECIFICATIONS 1.STONE SIZE - USE 1" - 4" 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.FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 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 TRACKED 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. 5 COMPOST FILTER SOCK DETAIL SCALE: N.T.S. IMPERMEABLE SHEETING PLAN SECTION B-B STAKE (TYP.) STRAW BALE (TYP.) BB IMPERMEABLE SHEETING STRAW BALE (TYP.) BINDING WIRE WOOD OR METAL STAKES (2 PER BALE) STAPLES (2 PER BALE) 4 IN STAPLE DETAIL 2 IN 10 F T T Y P . WASHOUT STRUCTURE WITH STRAW BALES NOTE:CAN BE TWO STACKED BALES OR PARTIALLY EXCAVATED TO REACH 3 FT DEPTH 10 FT TYP. 18 IN DIA. STEEL WIRE CONSTRUCTION SPECIFICATIONS 1.LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC. 2.SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET DEEP. 3.PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE 10 MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL. 4.PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY. 5.KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G., RIPPED OR PUNCTURED). EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET-VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED. SCALE: ONSITE CONCRETE WASHOUT6N.T.S. 2 CORTLANDVILLE SOLAR SINGLE-AXIS TRACKER DETAIL SCALE: N.T.S. 7 CHAIN LINK FENCE POST DETAIL SCALE: N.T.S. SCALE:4 TYPICAL EQUIPMENT PAD DETAIL N.T.S. BASE COURSE, 12" MINIMUM DEPTH SOIL STABILIZATION FABRIC FINISHED GRADE OF ADJACENT LAWN FINISHED GRADE OF PAD CONCRETE #4 RE-BARS, 12" O.C., EACH WAY COMPACTED SUBGRADE, FREE OF TOPSOIL **REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS 8 CHAIN LINK FENCE WITH GATES DETAIL SCALE: N.T.S. GROUND LEVEL 1P TRACKER PV MODULE +/- 6 0 ° +/- 6 0 ° 5. 6 ' 18.0' 10.78'7 . 2 2 ' ± 6% Greater Than or Equal to Average Slope Greater Than or Equal to ±1% THE DEPTH OF THE PILE WILL DEPEND ON THE CONDITIONS AND SPECIFICATIONS OF THE TERRAIN NOTE: FINAL GRADING OF EQUIPMENT PADS WILL BE DETERMINED IN DETAILED DESIGN AND COORDINATED WITH THE ELECTRICAL DESIGN. DWG. No. PROJ. No. SCALE DATE DWG. TITLE DWN.CHK. CORTLANDVILLE SOLAR 04/18/2023 607119 3023 Route 215 Cortland, NY 13045 NO.REVISIONS DATE 0 1"2" GENERIC SCALE BAR SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY NOTE: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ARCHITECT AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT AND ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS PROHIBITED IN ACCORDANCE WITH STATE LAW, CODE AND RULES. Centerpointe Corporate Park 375 Essjay Road, Suite 200 Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 f:716.625.6825 Wendel WD Architecture, Engineering, Surveying and Landscape Architecture, P.C. Cortlandville PV, LLC 85 Broad St, 28th Floor New York, NY 10004 SITE PLAN APPROVAL A SITE PLAN APPROVAL SUBMISSION 04/18/2023 FOR PERMITTING PURPOSES 4/18/23 3 FLARED END SECTION WITH STONE DETAIL SCALE: N.T.S. 9. 2 ' 7 . 2 2 ' 12'-0" AT MAX. TILT C502 SITE DETAILS AS NOTED NRF CC1 1 LIMITED USE PERVIOUS ACCESS ROAD - 0% TO 10% SLOPES SCALE: N.T.S. 3 LIMITED USE PERVIOUS ACCESS ROAD - 10% AND GREATER SLOPES SCALE: N.T.S. 4 GEOWEB SYSTEM SCALE: N.T.S. GENERAL NOTES: GEOGRID MATERIAL NOTES: GEOWEB MATERIAL NOTES: WOVEN GEOTEXTILE MATERIAL NOTES: DWG. No. PROJ. No. SCALE DATE DWG. TITLE DWN.CHK. CORTLANDVILLE SOLAR 04/18/2023 607119 3023 Route 215 Cortland, NY 13045 NO.REVISIONS DATE 0 1"2" GENERIC SCALE BAR SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY NOTE: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ARCHITECT AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT AND ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS PROHIBITED IN ACCORDANCE WITH STATE LAW, CODE AND RULES. Centerpointe Corporate Park 375 Essjay Road, Suite 200 Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 f:716.625.6825 Wendel WD Architecture, Engineering, Surveying and Landscape Architecture, P.C. Cortlandville PV, LLC 85 Broad St, 28th Floor New York, NY 10004 SITE PLAN APPROVAL A SITE PLAN APPROVAL SUBMISSION 04/18/2023 FOR PERMITTING PURPOSES 4/18/23 2 TEMPORARY LIMITED USE PERVIOUS ACCESS ROAD DURING CONSTRUCTION SCALE: N.T.S. 5 NYSDOT DRIVEWAY ENTRANCE HMA SECTION WITHIN PAVEMENT LENGTH SCALE: N.T.S. 1 1 2" ASPHALT TOP COURSE NYSDOT ITEM 402.098204 EXISTING/PROPOSED GRADE PER PLAN 2 1 2 " ASPHALT BINDER COURSE NYSDOT ITEM 402.198904 WIDTH PER PLAN COMPACTED SUBGRADE, FREE OF TOPSOIL NOTE: 1. ALL IMPROVEMENTS SHALL ADHERE TO NYSDOT STANDARDS SECTION 608-03. 8" BASE COURSE NYSDOT ITEM 402.378904 SOIL STABILIZATION FABRIC TOPSOIL NYSDOT ITEM 610.1403 C503 SITE DETAILS AS NOTED NRF CC1 DWG. No. PROJ. No. SCALE DATE DWG. TITLE DWN.CHK. CORTLANDVILLE SOLAR 04/18/2023 607119 3023 Route 215 Cortland, NY 13045 NO.REVISIONS DATE 0 1"2" GENERIC SCALE BAR SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING. IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY NOTE: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ARCHITECT AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT AND ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS PROHIBITED IN ACCORDANCE WITH STATE LAW, CODE AND RULES. Centerpointe Corporate Park 375 Essjay Road, Suite 200 Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 f:716.625.6825 Wendel WD Architecture, Engineering, Surveying and Landscape Architecture, P.C. Cortlandville PV, LLC 85 Broad St, 28th Floor New York, NY 10004 SITE PLAN APPROVAL A SITE PLAN APPROVAL SUBMISSION 04/18/2023 FOR PERMITTING PURPOSES 4/18/23 1 DRY DETENTION POND 1 & OUTLET STRUCTURE CROSS SECTION SCALE: N.T.S. INV. 1587.50' INV. 1587.00' 18" HDPE OUTLET PIPE @ 0.68% SLOPE 3.0" Ø LOW FLOW ORIFICE INV. 1587.50' 24" SQ. EMERGENCY OVERFLOW GRATE 1593.47' 24" SQ. PRECAST CONCRETE CATCH BASIN RE: 6/C503 TOP OF BERM ELEV. 1595.00' 3:1 TYP FINISHED GRADE ±0.50% SLOPE TOP OF POND ELEV. 1595.00' VARIES 10' BERM MATCH EXISTING GRADE APPROXIMATE EXISTING GRADE 1-YR 10-YR 100-YR STORM EVENT ELEV. (FT) 1-YR, 24-HR 1589.36' 10-YR, 24-HR 1591.96' 100-YR, 24-HR 1593.47' 24" 18 " 18" WELD (TYP) 2" X 1 4" STEEL STOCK ALL AROUND 1 2" Ø HOLES @ 24" O/C MAX. (TYP) 3 LB/FT2 EXPANDED STEEL GRATE ON TOP, BOTTOM, AND SIDES WELD 1" X 1" X 1 8" ANGLE OVER ALL EDGES (TYP) NOTES FOR TRASH RACK: 1.TRASH RACK TO BE CENTERED OVER OPENING. 2.STEEL TO CONFORM TO ASTM A-36. 3.ALL SURFACES TO BE COATED WITH ZRC COLD GALVANIZING COMPOUND AFTER WELDING. 3 LOW FLOW ORIFICE TRASH RACK DETAIL SCALE: N.T.S. 4 OUTLET CONCRETE PAD DETAIL SCALE: N.T.S. 1' SUMP 3' X 3' OUTLET CONCRETE PAD CENTERED ON LOW FLOW ORIFICE ELEV. 1587.50', RE: 4/C503 4"BASE COURSE, 6" MIN. DEPTH DOT ITEM 304.12 COMPACTED SUBGRADE. FREE OF TOPSOIL MIN. 4" TOPSOIL DOT CLASS A CONCRETE, 5,000 PSI @ 28 DAYS, 4" DEPTH 1/2" EXP. JOINT @ CURBS, CATCH BASINS, MANHOLES, STRUCTURES AND OTHER FIXED OBJECTS SOIL STABILIZATION FABRIC, MIRAFI 600X OR APPROVED EQUAL 6x6 - W1.4 x W1.4 W.W.F. (SHEETS ONLY) FINISHED GRADE, EQUAL45 ° TRASH RACK, INV. 1587.50', RE: 3/C503 6 DRY POND 1 OUTLET STRUCTURE DETAIL SCALE: N.T.S. PRECAST CONCRETE CATCH BASIN WITH GRATED INLET (NEENAH R-4832-B OR EQUAL) CAULK PERIMETER OF TRASH RACK/CONCRETE INTERFACE 1 4" Ø GALVANIZED STEEL EXPANSION BOLT (TYP OF 4) 3.0" Ø LOW FLOW ORIFICE 18" Ø OUTLET PIPE (BACK SIDE OF STRUCTURE) RIM: 1592.50' 3.0" Ø ORIFICE INV. 1587.50' TRASH RACK, RE: 3/C503 18" Ø OUTLET PIPE INV. 1587.50' 24" SQ. MIN. 3:1 TYP FLARED END SECTION RE: 3/C501 3' X 3' OUTLET CONCRETE PAD CENTERED ON LOW FLOW ORIFICE ELEV. 1587.50', RE: 3/C503 2 DRY DETENTION POND 2 & OUTLET STRUCTURE CROSS SECTION SCALE: N.T.S. 8 DRY POND 2 OUTLET STRUCTURE DETAIL SCALE: N.T.S. PRECAST CONCRETE CATCH BASIN WITH GRATED INLET (NEENAH R-4832-B OR EQUAL) CAULK PERIMETER OF TRASH RACK/CONCRETE INTERFACE 1 4" Ø GALVANIZED STEEL EXPANSION BOLT (TYP OF 4) 3.0" Ø LOW FLOW ORIFICE 12" Ø OUTLET PIPE (BACK SIDE OF STRUCTURE) RIM: 1595.38' 3.0" Ø ORIFICE INV. 1592.50' TRASH RACK, RE: 3/C503 12" Ø OUTLET PIPE INV. 1592.50' 24" SQ. MIN. 3' X 3' OUTLET CONCRETE PAD CENTERED ON LOW FLOW ORIFICE ELEV. 1592.50', RE: 3/C503 15"H X 12"W ORIFICE INV. 1591.00' INV. 1587.50' 100 L.F. OF 12" HDPE OUTLET PIPE @ 1.0% SLOPE TO FIRST STORM SEWER MANHOLE. RE: 7/C503 3.0" Ø LOW FLOW ORIFICE INV. 1592.50' 24" SQ. EMERGENCY OVERFLOW GRATE 1595.38' 24" SQ. PRECAST CONCRETE CATCH BASIN RE: 8/C503 TOP OF BERM ELEV. 1599.00' 3:1 TYP FINISHED GRADE ±0.40% SLOPE TOP OF POND ELEV. 1599.00' VARIES 10' BERM MATCH EXISTING GRADE APPROXIMATE EXISTING GRADE 1-YR 10-YR 100-YR STORM EVENT ELEV. (FT) 1-YR, 24-HR 1593.30' 10-YR, 24-HR 1594.35' 100-YR, 24-HR 1595.38' 1' SUMP 3' X 3' OUTLET CONCRETE PAD CENTERED ON LOW FLOW ORIFICE ELEV. 1592.50', RE: 4/C503 TRASH RACK, INV. 1592.50', RE: 3/C503 3:1 TYP 15"H X 12"W ORIFICE INV. 1594.40' 5 LEVEL SPREADER DETAIL SCALE: N.T.S. 3' MIN. 0. 5 ' RE: 3/C501 STONE BERM LEVEL LIP SPREADER GRAVEL DIAPHRAGM UNDERDRAIN FILTER, TYPE 1 TURF/MEADOW GRASS 7 STORM SEWER MANHOLE DETAIL SCALE: N.T.S. MI N . PE R I N V E R T O F O U T F L O W P I P E VA R I E S 12 " T Y P . 12 " 8" 9" EJ CASTING FRAME 1310Z AND SOLID COVER 1310A WITH WORD "STORM", OR APPROVED EQUAL 1.CONCRETE SHALL BE 4,000 PSI MINIMUM. 2.MANHOLE DESIGN SHALL CONFORM TO LATEST ASTM C478 SPECIFICATIONS. 3.BASE SECTION SHALL BE ONE POUR MONOLITHIC. 4.STRUCTURE SHALL BE PLACED ON MINIMUM 12" DEPTH COMPACTED #1 STONE. 5.MANHOLE STRUCTURE SHALL BE MODEL MH-MH4ST AS MANUFACTURED BY KISTNER CONCRETE PRODUCTS INC., PEMBROLE, NY OR ACCEPTABLE EQUIVALENT. 48" OR 60" Ø AS NOTED 6" 12 " POLYPROPYLENE MANHOLE STEPS FACTORY LUBED OFFSET GASKET OUTLET PIPE, REFER TO DRAWING FOR SIZES AND INVERTS FINISHED GRADE, FLUSH NOTES: 24" CLEAR 1' 1' TURF/MEADOW GRASS GRAVEL DIAPHRAGM: NYDOT 605.0901 UNDERDRAIN FILTER, TYPE 1 *TO BE INSTALLED IF CROSS SLOPE IS > 5% PARALLEL TO CONTOURS TURF/MEADOW GRASS 9 ENERGY DISSIPATOR/LEVEL SPREADER DETAIL SCALE: N.T.S. 1. 5 ' M I N . 2 1 2' MIN. LEVEL SPREADER CHANNEL 5' MIN. LENGTH LENGTH = Q10/0.25 FLOW ESTABLISH TURF COMPACTED SUBGRADE 3:1 H:V M A X NOTE: TOPSOIL MIN. 4" VA R I E S 10 TYPICAL DIVERSION SWALE DETAIL SCALE: N.T.S. REFER TO C301 LEVEL SPREADER RE: 5/C503 RIM: 1593.47' Appendix E: Stormwater Pollution Protection Plan (SWPPP) Appendix F: Visual Impact Analysis Visual Impact Assessment Prepared for: Prepared by: Cortlandville Solar 3023 State Route 215 Cortland, NY 13045 Date: April 2023 VISUAL IMPACT ASSESSMENT Cortlandville Solar 3023 State Route 215 Cortland, NY 13045 Project Description: Cortlandville PV, LLC is proposing to develop a new distributed generation solar photovoltaic (PV) facility at 3023 Route 215, Cortland, NY 13045. The proposed Project has a nameplate capacity of 5,000 kW, with a standalone ground-mounted system on a single-axis steel structure. The system will include 23 inverters connected to 2 transformers. The total planned DC capacity of the plant is 6,989 kW. The Project will connect to the nearest distribution circuit (36_12_33453) - a 13.2 kV feeder, fed by the Starr Rd Substation. In addition to the solar array there will be one new access road off State Route 215, and new landscape screening. The Project area will occupy 36.20 acres of the 79.59 acre parcel identified as follows by the Cortland County GIS mapping system: 3023 Route 215 S.B.L: 106.00-03-13.100 79.59-acres Cortland, NY The Project site is located on the western side of Route 215 with the approximate center of the site located 1,400 feet away from the road. The existing site is mostly used for agricultural purposes. The site also contains ten (10) wetlands. One (1) brush and tree lines comprised mainly of deciduous trees are located in the western portion of the parcel surrounded by most of the wetlands. Brush and deciduous woodlands surround the entire perimeter of the project area. The eastern side of the parcel is bordered by two properties containing single-family residences with clear lines of sight to the project parcel. The northern, western and southern sides of the parcel have numerous acres of agricultural land and forests at high elevations which allow no lines of sight to the Project area. Viewpoint Methodology: Photo assessment locations were selected based on identified critical view sheds, nearby residences, adjacent roads, and determination of visibility. Multiple photos were taken at all locations. Ultimately, it was determined that due to topography and vegetation, no publicly accessible locations have views of the solar array. Two of these views have been included to illustrate the lack of visibility from locations of concern. An annotated plan was created to note the view locations surrounding context features, existing areas of wooded canopies, and other topographical notations that impact visibility (see figure 1). Study and Analysis Methodology: A 3D model of the proposed solar site was generated to study terrain, eye level view sheds, proposed landscape buffers, and adjacent nearby residences/public roads (see figure 2). Project elements were modeled to a ‘final’ visual representation. Tree plantings were represented at a 5-10 year estimated age (growth rate and height depends on many variables including environmental factors, sunlight, periods of extreme temperatures, etc.). Viewpoints Summary: Location 1: View 1 was taken east of the Project site, on State Route 215, looking west into the entrance drive. Views to the Project site from this spot will be limited due to the topography of the site; the majority of the solar array is on the west slope of a large hill and cannot be seen from the east. The limited number of solar panels on the east slope of the hill will be screened by the existing woods on the east side of the property. A line of site diagram has been included to illustrate the lack of visibility. Location 2: View 2 was taken on State Route 215, in front of 3071 NY-215, looking southwest towards the Project site. Views to the Project site from this location are limited due to the existing topography of the site, the existing line of trees on the northern edge of the parcel, and additional evergreen screening that will be planted to augment the existing line of trees on the northern edge of the parcel. A line of site diagram has been included to illustrate the lack of visibility. *Note: Viewpoint photos were taken without accessing private property. Views of project site from northwest blocked by topography and existing woodland Limited views of project site from northeast through gaps in existing woodland Views of project site from east blocked by topography and existing woodland Views of project site from west blocked by topography and existing woodland Views of project site from south blocked by topography and existing woodland S t a t e R o u t e N o . 2 1 5 Gallagher Rd. Ely Rd. 1 2 #VIEWPOINT LOCATIONS APPROXIMATE PROJECT SITE BOUNDARY N Proposed planting buffer to augment existing woodland PROJECT SITE AERIAL CONTEXT: (Figure 1) 3D SIMULATION RENDERING: (Figure 2) Proposed planting buffer to augment existing woodland Existing Trees Existing Trees Existing Trees Existing Trees Route 215 Gallagher Rd. VIEW 1: EXISTING CONDITIONS Majority of solar array located down hill, beyond high point *Artists rendering for presentation purposes only Photo Location Distance From Arrays Minimal visibility due to existing topography and vegetation +/- 365 ft Visibility VIEW 1: SIMULATION VIEW VIEW 2: EXISTING CONDITIONS *Artists rendering for presentation purposes only Photo Location Distance From Arrays Minimal visibility due to existing topography and landscape buffer +/- 410 ft Visibility VIEW 2: SIMULATION VIEW NORTHEASTERN PROJECT LIMIT SOUTHWESTERN PROJECT LIMIT LIMITED LINE-OF-SIGHT EASTERN PROJECT LIMIT WESTERN PROJECT LIMIT LIMITED LINE-OF-SIGHT MAJORITY OF SOLAR ARRAY LOCATED WEST OF PEAK ELEVATIONVIEW 1: LINE OF SITE DIAGRAM VIEW 2: LINE OF SITE DIAGRAM Appendix G: Operation and Maintenance Plan Cortlandville PV, LLC Cortlandville Solar Operation and Maintenance Plan Executive Summary: The Cortlandville Solar project is a ground-mounted solar photovoltaic electrical power plant. The system consists of solar PV modules, mounted on steel racking with single-axis (sun) tracking system. The solar array, inverters, transformers and all safety systems are fully automated and remotely monitored through an electronic system 24/7 and do not require constant on-site supervision or manual operation. As described in the Operation and Maintenance Plan below, the project requires only periodic inspections, servicing and maintenance, conducted by dedicated crews, per schedule or as needed. Category I: Visual Inspections Activity Regularity 1. Inspection of all exposed DC wiring, module connections, communication wiring and ground wiring for signs of Twice per year tampering, abnormal wear and proper wire management 2. Inspection of modules using thermal imaging technology Once per year 3. Inspection of racking hardware for signs of tampering, Once per year abnormal wear or excessive corrosion 4. Inspection of combiner boxes, disconnects, inverters and other electrical equipment for signs of tampering, abnormal wear, Twice per year excessive corrosion, evidence of electrical fault and unsafe electrical conditions 5. Inspection of inverters for signs of tampering Twice per year 6. Inspection of transformers Twice per year 7. Inspection of manholes Twice per year 8. Inspection of access roads Twice per year 9. Inspection of security fence Twice per year 10. Inspection of overhead power line, utility poles and pole- Twice per year mounted equipment Category II: Preventative Maintenance Activity Regularity 1. Servicing of all electrical equipment per manufacturers’ Per Manufacturer’s guidelines Guidelines Cortlandville PV, LLC 2. Maintain all weather stations, pyranometers or other Site Per Manufacturer’s measurement instrumentation according to manufacturer’s Guidelines guidelines or as needed 3. Removing of all rubbish, excessive vegetation, animal nests and other obstructions from underneath the solar array, electrical Twice per year equipment servicing zones and other key access areas 4. Inspection of all combiner boxes and electrical equipment for water damage or signs of significant water accumulation in Twice per year underground conduit 5. Servicing and maintenance of the inverters per manufacturers’ Per Manufacturer’s guidelines Guidelines 6. Servicing and maintenance of the transformers per Per Manufacturer’s manufacturers’ guidelines Guidelines 7. Vegetation clearing to prevent shading on modules Twice per year 8. Grass mowing – as needed to prevent overgrowing and allow As needed easy access for emergency crews and O&M crews 9. Snow and Ice removal – from solar panels As needed during the winter months 10. Modules washing to prevent dust accumulation and decrease in generation (no hazardous chemicals or solvents will be used in Twice per year module washing) 11. Maintenance of the driveway and access roads Once per year (or as needed) Category III: Component Testing Activity Regularity 1. Random testing of PV modules, VOC and ISC. Measure 15% of strings with a portable I-V curve tracer, logging all captured Once per year data, and reporting any anomalous results 2. Complete testing of DC source circuits and input circuits, VOC Once per year and ISC 3. Complete testing of OCPDs and disconnects Once per year 4. Random testing of equipment grounding/continuity Once per year 5. Verify accuracy of all meters, sensors, monitoring devices, 6. communications equipment, weather station, and security Once per year equipment (if 7. installed) 8. Visually inspect all transformers for oil leaks, loose parts, and Once per year out-of-range temperature or pressure Cortlandville PV, LLC Category IV: Environmental Management Activity Regularity 1. Document all abnormal conditions related to wildlife, Once per year vegetation, water management and erosion within array area (or as needed) 2. Maintain compliance with applicable environmental regulations Ongoing 3. Maintain compliance with any applicable environmental Ongoing mitigation plans Appendix H: Agricultural Data Statement TOWN VILLAGE CITY OF Application #_______________ (circle one) Agricultural Data Statement Date _______________ Instructions: This form must be completed for any application for a special use permit, site plan approval, use variance or a subdivision approval requiring municipal review that would occur on property within 500 feet of a farm operation located in a NYS Dept. of Ag & Markets certified Agricultural District. Applicant Owner if Different from Applicant Name: ________________________________ Address: _______________________________ _______________________________ Name: ________________________________ Address: ______________________________ _______________________________ 1. Type of Application: Special Use Permit; Site Plan Approval ; Use Variance; (circle one or more) 2. Description of proposed project:_________________________________________________________ ____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 3. Location of project: Address: _________________________________________________________ Tax Map Number (TMP) _______________________ 4. Is this parcel within an Agricultural District? NO YES (Check with your local assessor if 5. If YES, Agricultural District Number_________________ you do not know) 6. Is this parcel actively farmed? NO YES 7. List all farm operations within 500 feet of your parcel. Attach additional sheets if necessary. Name: ________________________________ Address: _______________________________ _______________________________ Is this parcel actively farmed? NO YES Name: ________________________________ Address: ______________________________ _______________________________ Is this parcel actively farmed? NO YES Name: ________________________________ Address: _______________________________ _______________________________ Is this parcel actively farmed? NO YES Name: ________________________________ Address: _______________________________ _______________________________ Is this parcel actively farmed? NO YES _______________________________________________________________ Signature of Applicant Signature of Owner (if other than applicant) Reviewed by: _________________________ ________________ Signature of Municipal Official Date NOTE TO REFERRAL AGENCY: County Planning Board review is required. A copy of the Agricultural Data Statement must be submitted along with the referral to the County Planning Department. Subdivision Approval Cortlandville April 17th, 2023 Cortlandville PV, LLC c/o RIC Developement, LLC New York, NY 10004 Cortlandville PV, LLC is proposing to develop a new Distributed Generation Solar Photovoltaic generation facility. Cortlandville Solar, as conceptually designed, will have a nameplate capacity of of 5,000 kW at the Point of Common Coupling. Cortlandville Solar is a standalone ground-mounted system, mounted on a single-axis tracking steel structure. 3023 NY-215, Cortlandville NY 13045 106.00-03-13.1006 Delores Bays Gallagher Road, Cortland New York, 13045 RIC New York, LLC c/o 85 Broad Street, 28th Floor New York, NY 1000485 Broad Street, 28th Floor, Appendix I: Anti-reflective properties description 12/30/22, 3:35 PM LPCVD Nitride Si3N4 https://www.crystec.com/kllnitre.htm 1/1 Silicium nitride, LPCVD and PECVD deposi on. Stress control Semiconductor and LCD Equipment Distributor Crystec Technology Trading GmbH Deposi on of silicon nitride layers. Si3N4 In semiconductor technology, silicon nitride layers are used as dielectrics, passiva on layers or mask materials. They are suitable as etch stoppers (e.g. in dual Damascene technology) and as diffusion blockers (e.g. for nitride ions). Addi onally, there are several applica ons in micromechanics, for example as membrane material. In solar technology, Si3N4 is used as an reflec on layer. Deposi on is either carried out at high temperatures in a LPCVD reactor or plasma-enhanced in a PECVD system. LPCVD reactor triode PECVD reactor LPCVD Nitride LPCVD nitride can easily be deposited in a reproducible, very pure and uniform way. This leads to layers with good electric features, very good coverage of edges, high thermal stability and low etch rates. However; high temperatures are necessary for deposi on and reac on rate is slower. Deposi on is performed in several steps: gas transport to the surface - adsorp on - reac on of surface reactants (without involvement of substrate atoms) - desorp on of byproducts. Since the reac on at the surface at given temperatures determines the deposi on rate(this is called reac on controlled), deple on of reac on material in the gas phase by consump on, and therefore the induc on of fresh gas, only plays a subordinate role. Hence it is possible to process many wafers, which are arranged side by side in the gas flow, without great problems. The forma on of silicon usually results from dichlorosilane (DCS) and ammonia at 700-850°C. 3 SiH2Cl2 + 4 NH3 → Si3N4 + 6 HCl + 6 H2 LPCVD systems are available from the company JTEKT Thermo Systems (previously Koyo Thermo Systems). Several ver cal furnaces and horizontal furnaces can be used. PECVD Nitride PECVD Nitride allows a faster deposi on, which therefore allows thicker layers. Stoichiometry and stress can be adjusted. Edge coverage is good and etch rates are compara vely high. PECVD nitride is very suitable for passiva on layers. Usually, silane and ammonia are used as feedstock. Deposi on can take place at temperatures below 400°C. 3 SiH4 + 4 NH3 → Si3N4 + 24 H2 PECVD deposi on systems. Tension, stress Due to different la c spacings of substrate and silicon nitride layers, as well as stacking faults in the crystal structure, pin holes or inters al atoms, tensions in deposited layers can occur. One differen ates between tensile and compressive stress. Addi onally, stress caused by temperature changes is possible. Tension in the nitride layer can be modified by various items: ra o of (DCS or) silane and NH3. temperature plasma parameter By thermal silicon deposi on primarily stoichiometric silicon nitride with low tensile stress is formed. By increasing the gas flow of dichlorosilane silicon-rich silicon nitride is formed. The process can be adjusted so that this nitride is almost stress free. In combina on with the excellent proper es of thermal silicon nitride it is well suited for micromechanical applica ons. However many par cles are formed during such a process and it requires a lot of experience to keep failure-free opera on. With our ver cal furnaces from JTEKT Thermo Systems we can offer a process for stress free siliconnitride. Through plasma deposi on of silicon nitride, hydrogene is easily integrated and thinner layers which have tensile stress are formed. If silane percentage and ion bombardment are increased, a silicon rich silicon nitride is formed. It is denser and underlies lower stress or even compressive stress. Low deposi on temperature stabilizes the nonstoichiometric Si3+xN4-y. Chemical composi on can be measured by the refrac on index of the layer. If plasma is used for deposi on of nitride, the feed materials are cracked and reac ve radicals are created. Therefore; deposi on at lower temperature is possible. Depending on the polariza on and excita on frequency of the plasma reactor, molecules or radicals with different velocity and energy strike the surface. This way, layer tension between tensile and compressive stress can be shi ed. Addi onally, deposi on of mul layers which alternately underlie tensile and compressive stress is possible. For be er adjustment of the layer tension, a triode configura on of the plasma reactor, also known as double-frequency-PECVD, is used. A RF-frequency of 13,56 MH is impressed on the upper electrode, while the sample holder acts upon 360 kHz. The reac on chamber itself is grounded. A high plasma density can be set by the high frequency generator, while through the low frequency generator an accelera on of the ions to the substrate is a ained. A Frequency lower than 1 MHz enables ions to follow the polariza on change of the plasma - at 13,56 MHZ only electrons can do that. Content Contact About us ▾Products ▾Applica ons ▾Career Language ▾ ? About us Content Contact Legal No ce Privacy Policy General terms Appendix J: Decommissioning Plan Cortlandville PV, LLC DECOMMISSIONING PLAN Decommissioning Plan for Cortlandville Solar project, located at: 3023 State Route 215, Cortland, NY 13045 Prepared and submitted by Cortlandville PV, LLC, the owner of Cortlandville Solar. Cortlandville PV, LLC presents this decommissioning plan for Cortlandville Solar (the “Facility”). Decommissioning will occur as a result of any of the following conditions: 1. The land lease, if any, ends 2. The system does not produce power for 12 months 3. The system is damaged and will not be repaired or replaced If any of the above-stated conditions are met, all said removal and decommissioning shall be completed within 12 months. The owner of the Facility, as provided for in its lease with the landowner, shall restore the property to a condition mutually agreed upon with the Town of Cortlandville, pursuant to which may include the following: 1. Removal of all operator-owned equipment, conduits, structures, fencing, and foundations. Concrete will be removed to a depth of 4 feet. 2. Removal and recycling of any solid waste caused by the Facility in accordance with local, state, and federal waste disposal regulations. 3. Removal of all graveled areas and access roads unless the landowner requests in writing for it to remain. The owner of the Facility, is responsible for this decommissioning. Project Description Cortlandville PV, LLC is proposing to develop and build a new DG facility – Solar PV generation plant. The project as conceptually designed will have a capacity of 5,000 kW at the Point of Common Coupling, with an expected operational life of 35 years. The proposed project is a standalone ground-mounted system, mounted on fixed-tilt steel structures. The system will include 23 inverters that are connected to 2 separate transformers. The total planning quantity of PV modules that the project contains is 10,612. The parcel area totals 75-acres of a combination of unused agricultural field and forest and is comprised of one (1) parcel, which is a newly filed subdivision of parcel number 106.00-03-13.1. Decommissioning Sequence 1. Obtain construction permit from Town of Cortlandville 2. Disconnect all utility grid power 3. Move all disconnects to the off position Cortlandville PV, LLC 4. Disconnect all above ground wirings, cables, and electrical connections 5. Remove all PV Modules 6. Remove inverters, racking and posts 7. Remove all electrical switchgear, transformers, and their foundations 8. Remove DAS equipment, feeders, and conduit 9. Remove all above ground racking components and posts 10. Excavate and remove underground feeders and conduit 11. Remove all MV feeders and utility poles 12. Remove gravel access road 13. Remove all fencing Site Restoration Once the Facility has been removed, it is expected that the site will be planted with appropriate ground cover as requested by the Town of Cortlandville. Topsoil (if removed) will be reapplied to allow for reseeding and growth. Site restoration will occur no more than twelve (12) months after notification of decommissioning. ENGINEER'S ESTIMATE OF DECOMMISSIONING COSTS CORTLANDVILLE SOLAR Town of Cortland, New York Langan Project No. 190092201 April 14, 2023 QUANTITY UNIT UNIT COST TOTAL COST I. DISASSEMBLY & DISPOSAL 1.0 PV Modules (660 W)10,248 EA.2.60$ 26,644.80$ 2.0 Inverter(s)23 EA. 217.00$ 4,991.00$ 3.0 Transformer(s)2 EA. 271.00$ 542.00$ 4.0 Racking Frame (tracker) 148 EA. 20.00$ 2,960.00$ 5.0 Racking Posts 1,028 EA. 6.00$ 6,168.00$ 6.0 LV Wiring 9,092 LF 0.76$ 6,909.92$ 7.0 MV Wiring 8,803 LF 0.41$ 3,609.23$ 8.0 Fiber Optic Cable 1,980 LF 0.66$ 1,306.80$ 9.0 Fence 5,363 LF 1.90$ 10,189.70$ 10.0 Concrete 20 CY 100.00$ 2,000.00$ 11.0 Gravel 925 CY 18.00$ 16,648.00$ 12.0 General Conditions 5.0 MW 2,188.00$ 10,940.00$ SUBTOTAL 92,909.45$ II. SITE RESTORATION 1.0 Re-Seeding (drives & array area) 14 AC 1,500.00$ 21,000.00$ 2.0 Re-Grading (drives only) 925 CY 4.00$ 3,699.56$ SUBTOTAL 24,699.56$ III. SALVAGE 1.0 PV Modules (660 W) 10,248 EA. 10.00$ 102,480.00$ 2.0 Inverter(s)23 EA. 557.00$ 12,810.00$ 3.0 Transformer(s)2 EA. 823.00$ 1,650.00$ 4.0 Racking Frame (tracker) 92,352 LBS. 0.07$ 6,460.00$ 5.0 Racking Posts 169,620 LBS. 0.07$ 11,870.00$ 6.0 LV Wiring 11,274 LBS. 1.07$ 12,060.00$ 7.0 MV Wiring 10,916 LBS. 0.55$ 6,000.00$ 8.0 Fence 82,429 LBS. 0.07$ 5,770.03$ SUBTOTAL 159,100.03$ DESCRIPTION OF ITEM \\langan.com\data\WPW\data2\190092201\Project Data\_Discipline\Site Civil\Cost Estimates\Decomm\2023-04-14 Cortlandville Solar Decom Cost Estimate with salvage.xlsx Page 1 of 2 ENGINEER'S ESTIMATE OF DECOMMISSIONING COSTS CORTLANDVILLE SOLAR Town of Cortland, New York Langan Project No. 190092201 April 14, 2023 IV. NET DECOMMISSIONING COSTS Disassembly, Disposal & Site Restoration 117,609.01$ Disassembly, Disposal & Site Restoration (35 years @ 2.5% inflation rate) 279,110.30$ Salvage Value (35 years)159,100.03$ Net Decommissioning Costs 120,010.27$ Decommissioning Costs Every 5 Years Year 5 @ 2.5% inflation rate 133,063.79$ Year 10 @ 2.5% inflation rate 150,549.47$ Year 15 @ 2.5% inflation rate 170,332.91$ Year 20 @ 2.5% inflation rate 192,716.05$ Year 25 @ 2.5% inflation rate 218,040.52$ Year 30 @ 2.5% inflation rate 246,692.84$ Year 35 @ 2.5% inflation rate 279,110.30$ GENERAL NOTES: ASSUMPTIONS/EXCLUSIONS: 7. Line item #II.2.0 includes filling of the roadbed (after road stone removal). Langan Engineering, Environmental, Surveying, Landscape Architecture and Geology, D.P.C. Michael Finan, PE, LEED-AP Date Associate Principal/VP 6. Line item #II.1.0 includes re-seeding of the driveway area (after stone removal), concrete pads and reseeding of the array area if required as a result of decommissioning. 1. This Engineer's estimate is based on a set of plans titled "Cortlandville Solar", prepared by RIC Energy, dated 04/10/2023. 2. This Engineer’s estimate represents an opinion of the probable costs, within a reasonable degree of certainty. It is based on our experience and qualifications as an engineer and shall be deemed to represent our opinion and judgment. This estimate does not guarantee the cost of labor, material, or equipment, nor the means, methods and procedures of the Contractor's work as determined by the Contractor and/or Owner, nor the competitive bidding submissions. This estimate cannot and does not guarantee that proposals, bids or actual costs will be the same as or within any specific percentage of this estimate of probable construction cost. 5. Line item #I.9.0 includes removal of fence and all appurtenances, including but not limited to footings, posts and barbed wire. 4. Quantities for Line Items #I.6.0, I.7.0, and I.8.0 are estimates. The electrical wiring design has not been completed. 1. This estimate does not include permit/application fees, disposal tipping fees, potential environmental remediation costs, or any other permit, disposal or application fees not expressly listed. 3. It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. 2. This estimate does not include costs for rental equipment, since that falls under the means, methods and procedures used by a Constractor as indicated in General Note 2. 3. This estimate does not use prevailing wage. \\langan.com\data\WPW\data2\190092201\Project Data\_Discipline\Site Civil\Cost Estimates\Decomm\2023-04-14 Cortlandville Solar Decom Cost Estimate with salvage.xlsx Page 2 of 2 04/14/2023 Appendix K: SEQR Part 1 FEAF Page 1 of 13 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: Project Location (describe, and attach a general location map): Brief Description of Proposed Action (include purpose or need): Name of Applicant/Sponsor: Telephone: E-Mail: Address: City/PO: State: Zip Code: Project Contact (if not same as sponsor; give name and title/role): Telephone: E-Mail: Address: City/PO:State: Zip Code: Property Owner (if not same as sponsor): Telephone: E-Mail: Address: City/PO:State: Zip Code: Page 2 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) Required Application Date (Actual or projected) a.City Counsel, Town Board, 9 Yes 9 No or Village Board of Trustees b. City, Town or Village 9 Yes 9 No Planning Board or Commission c.City, Town or 9 Yes 9 No Village Zoning Board of Appeals d. Other local agencies 9 Yes 9 No e. County agencies 9 Yes 9 No f. Regional agencies 9 Yes 9 No g. State agencies 9 Yes 9 No h. Federal agencies 9 Yes 9 No i. Coastal Resources. i.Is the project site within a Coastal Area, or the waterfront area of a Designated Inland Waterway?9 Yes 9 No ii.Is the project site located in a community with an approved Local Waterfront Revitalization Program? 9 Yes 9 No iii. Is the project site within a Coastal Erosion Hazard Area?9 Yes 9 No C. Planning and Zoning C.1. Planning and zoning actions. Will administrative or legislative adoption, or amendment of a plan, local law, ordinance, rule or regulation be the 9 Yes 9 No 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 9 Yes 9 No where the proposed action would be located? If Yes, does the comprehensive plan include specific recommendations for the site where the proposed action 9 Yes 9 No would be located? b. Is the site of the proposed action within any local or regional special planning district (for example: Greenway; 9 Yes 9 No 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, 9 Yes 9 No or an adopted municipal farmland protection plan? If Yes, identify the plan(s): ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ Page 3 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance.9 Yes 9 No If Yes, what is the zoning classification(s) including any applicable overlay district? _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ b. Is the use permitted or allowed by a special or conditional use permit?9 Yes 9 No c. Is a zoning change requested as part of the proposed action?9 Yes 9 No If Yes, i.What is the proposed new zoning for the site? ___________________________________________________________________ C.4. Existing community services. a. In what school district is the project site located? ________________________________________________________________ b. What police or other public protection forces serve the project site? _________________________________________________________________________________________________________ c. Which fire protection and emergency medical services serve the project site? __________________________________________________________________________________________________________ d. What parks serve the project site? __________________________________________________________________________________________________________ __________________________________________________________________________________________________________ D. Project Details D.1. 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)? _________________________________________________________________________________________________________ b. a. Total acreage of the site of the proposed action?_____________ acres b. Total acreage to be physically disturbed?_____________ acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor?_____________ acres c. Is the proposed action an expansion of an existing project or use?9 Yes 9 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? 9 Yes 9 No If Yes, i.Purpose or type of subdivision? (e.g., residential, industrial, commercial; if mixed, specify types) ________________________________________________________________________________________________________ ii. Is a cluster/conservation layout proposed? 9 Yes 9 No iii.Number of lots proposed? ________ iv.Minimum and maximum proposed lot sizes? Minimum __________ Maximum __________ 9 Yes 9 No _____ months _____ _____ month _____ year e.Will the proposed action be constructed in multiple phases? i.If No, anticipated period of construction: ii.If Yes: •Total number of phases anticipated •Anticipated commencement date of phase 1 (including demolition) •Anticipated completion date of final phase _____ month _____year •Generally describe connections or relationships among phases, including any contingencies where progress of one phase may determine timing or duration of future phases: _______________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ Page 4 of 13 f. Does the project include new residential uses?9 Yes 9 No If Yes, show numbers of units proposed. One Family Two Family Three Family Multiple Family (four or more) Initial Phase ___________ ___________ ____________ ________________________ At completion of all phases ___________ ___________ ____________ ________________________ g. Does the proposed action include new non-residential construction (including expansions)? 9 Yes 9 No If Yes, i. Total number of structures ___________ ii.Dimensions (in feet) of largest proposed structure: ________height; ________width; and _______ length iii.Approximate extent of building space to be heated or cooled: ______________________ square feet h. Does the proposed action include construction or other activities that will result in the impoundment of any 9 Yes 9 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: 9 Ground water 9 Surface water streams 9 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? 9 Yes 9 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? 9 Yes 9 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?9 Yes 9 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 9 Yes 9 No 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): ______________________________________________________________________________________________ _________________________________________________________________________________________________________ Page 5 of 13 ii. iii. 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: _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ Will the proposed action cause or result in disturbance to bottom sediments? Yes 9 No If Yes, describe: __________________________________________________________________________________________ iv.Will the proposed action cause or result in the destruction or removal of aquatic vegetation?9 Yes 9 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? 9 Yes 9 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? 9 Yes 9 No If Yes: •Name of district or service area: _________________________________________________________________________ •Does the existing public water supply have capacity to serve the proposal? 9 Yes 9 No •Is the project site in the existing district? 9 Yes 9 No •Is expansion of the district needed? 9 Yes 9 No •Do existing lines serve the project site? 9 Yes 9 No iii.Will line extension within an existing district be necessary to supply the project? 9 Yes 9 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? 9 Yes 9 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?9 Yes 9 No 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?9 Yes 9 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?9 Yes 9 No • Is the project site in the existing district?9 Yes 9 No • Is expansion of the district needed?9 Yes 9 No Page 6 of 13 9 Yes 9 No •Do existing sewer lines serve the project site? •Will a line extension within an existing district be necessary to serve the project?9 Yes 9 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?9 Yes 9 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 9 Yes 9 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? _____ Square feet or _____ acres (impervious surface) _____ Square feet or _____ acres (parcel size) ii.Describe types of new point sources. __________________________________________________________________________ _________________________________________________________________________________________________________ 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)? ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ •If to surface waters, identify receiving water bodies or wetlands: ________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ •Will stormwater runoff flow to adjacent properties?9 Yes 9 No iv.Does the proposed plan minimize impervious surfaces, use pervious materials or collect and re-use stormwater?9 Yes 9 No f. Does the proposed action include, or will it use on-site, one or more sources of air emissions, including fuel 9 Yes 9 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,9 Yes 9 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 9 Yes 9 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 7 of 13 h. Will the proposed action generate or emit methane (including, but not limited to, sewage treatment plants,9 Yes 9 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 9 Yes 9 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 9 Yes 9 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. iv. v. Parking spaces: Existing ___________________ Proposed ___________ Net increase/decrease _____________________ Does the proposed action include any shared use parking? Yes No 9 Yes 9 No vi.Are public/private transportation service(s) or facilities available within ½ mile of the proposed site? vii Will the proposed action include access to public transportation or accommodations for use of hybrid, electric 9 Yes 9 No or other alternative fueled vehicles? viii. Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing 9 Yes 9 No pedestrian or bicycle routes? k. Will the proposed action (for commercial or industrial projects only) generate new or additional demand 9 Yes 9 No 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?9 Yes 9 No l. Hours of operation. Answer all items which apply. i. During Construction:ii.During Operations: •Monday - Friday: _________________________•Monday - Friday: ____________________________ •Saturday: ________________________________•Saturday: ___________________________________ •Sunday: _________________________________•Sunday: ____________________________________ •Holidays: ________________________________•Holidays: ___________________________________ If the proposed action includes any modification of existing roads, creation of new roads or change in existing access, describe: ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ Page 8 of 13 m. Will the proposed action produce noise that will exceed existing ambient noise levels during construction,9 Yes 9 No operation, or both? If yes: i.Provide details including sources, time of day and duration: _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ ii. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen?9 Yes 9 No Describe: _________________________________________________________________________________________________ _________________________________________________________________________________________________________ n. W th ill prop e os actio ed hav n e outd ligh oor ting? 9 Yes 9 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?9 Yes 9 No Describe: _________________________________________________________________________________________________ _________________________________________________________________________________________________________ o.Does the proposed action have the potential to produce odors for more than one hour per day?9 Yes 9 No If Yes, describe possible sources, potential frequency and duration of odor emissions, and proximity to nearest occupied structures: ______________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ p.9 Yes 9 No Will the proposed action include any bulk storage of petroleum (combined capacity of over 1,100 gallons) 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,9 Yes 9 No insecticides) during construction or operation? If Yes: i.Describe proposed treatment(s): ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ ii.Will the proposed action use Integrated Pest Management Practices?9 Yes 9 No r. Will the proposed action (commercial or industrial projects only) involve or require the management or disposal 9 Yes 9 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: ____________________ tons per ________________ (unit of time) •Operation : ____________________ tons per ________________ (unit of time) ii.Describe any proposals for on-site minimization, recycling or reuse of materials to avoid disposal as solid waste: •Construction: ________________________________________________________________________________________ ____________________________________________________________________________________________________ •Operation: __________________________________________________________________________________________ ____________________________________________________________________________________________________ iii.Proposed disposal methods/facilities for solid waste generated on-site: •Construction: ________________________________________________________________________________________ ____________________________________________________________________________________________________ •Operation: __________________________________________________________________________________________ ____________________________________________________________________________________________________ Page 9 of 13 s. Does the proposed action include construction or modification of a solid waste management facility?9 Yes 9 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): ___________________________________________________________________________________ ii.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 9 Yes 9 No 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?9 Yes 9 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.1. 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. 9 Urban 9 Industrial 9 Commercial 9 Residential (suburban) 9 Rural (non-farm) 9 Forest 9 Agriculture 9 Aquatic 9 Other (specify): ____________________________________ ii.If mix of uses, generally describe: __________________________________________________________________________________________________________ __________________________________________________________________________________________________________ b. Land uses and covertypes on the project site. Land use or Covertype Current Acreage Acreage After Project Completion Change (Acres +/-) •Roads, buildings, and other paved or impervious surfaces •Forested •Meadows, grasslands or brushlands (non- agricultural, including abandoned agricultural) •Agricultural (includes active orchards, field, greenhouse etc.) •Surface water features (lakes, ponds, streams, rivers, etc.) •Wetlands (freshwater or tidal) •Non-vegetated (bare rock, earth or fill) •Other Describe: _______________________________ ________________________________________ Page 10 of 13 c. Is the project site presently used by members of the community for public recreation?9 Yes 9 No i.If Yes: explain: __________________________________________________________________________________________ d. Are there any facilities serving children, the elderly, people with disabilities (e.g., schools, hospitals, licensed 9 Yes 9 No 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?9 Yes 9 No 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: _________________________________________________________________________ iii.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,9 Yes 9 No 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?9 Yes 9 No •If yes, cite sources/documentation: _______________________________________________________________________ ii.Describe the location of the project site relative to the boundaries of the solid waste management facility: _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ iii.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 9 Yes 9 No 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 9 Yes 9 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 9 Yes 9 No Remediation database? Check all that apply: 9 Yes – Spills Incidents database Provide DEC ID number(s): ________________________________ 9 Yes – Environmental Site Remediation database Provide DEC ID number(s): ________________________________ 9 Neither database ii.If site has been subject of RCRA corrective activities, describe control measures:_______________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ iii.Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database?9 Yes 9 No If yes, provide DEC ID number(s): ______________________________________________________________________________ iv.If yes to (i), (ii) or (iii) above, describe current status of site(s): _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ Page 11 of 13 v.Is the project site subject to an institutional control limiting property uses?9 Yes 9 No •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?9 Yes 9 No •Explain: ____________________________________________________________________________________________ ___________________________________________________________________________________________________ ___________________________________________________________________________________________________ E.2. Natural Resources On or Near Project Site a. What is the average depth to bedrock on the project site? ________________ feet b. Are there bedrock outcroppings on the project site?9 Yes 9 No If Yes, what proportion of the site is comprised of bedrock outcroppings? __________________% c. Predominant soil type(s) present on project site: ___________________________ __________% ___________________________ __________% ____________________________ __________% d. What is the average depth to the water table on the project site? Average: _________ feet e. Drainage status of project site soils: 9 Well Drained:_____% of site 9 Moderately Well Drained: _____% of site 9 Poorly Drained _____% of site f. Approximate proportion of proposed action site with slopes: 9 0-10%:_____% of site 9 10-15%: _____% of site 9 15% or greater: _____% of site g. Are there any unique geologic features on the project site?9 Yes 9 No If Yes, describe: _____________________________________________________________________________________________ ________________________________________________________________________________________________________ h. Surface water features. i.Does any portion of the project site contain wetlands or other waterbodies (including streams, rivers,9 Yes 9 No ponds or lakes)? ii.Do any wetlands or other waterbodies adjoin the project site?9 Yes 9 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,9 Yes 9 No state or local agency? iv.For each identified regulated wetland and waterbody on the project site, provide the following information: •Streams: Name ____________________________________________ Classification _______________________ •Lakes or Ponds: Name ____________________________________________ Classification _______________________•Wetlands: Name ____________________________________________ Approximate Size ___________________ •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 9 Yes 9 No waterbodies? If yes, name of impaired water body/bodies and basis for listing as impaired: _____________________________________________ ___________________________________________________________________________________________________________ i.Is the project site in a designated Floo dway?9 Yes 9 No j.Is the project site in the 100-year Floodplain?9 Yes 9 No k.Is the project site in the 500-year Floodplain?9 Yes 9 No l. Is the project site located over, or immediately adjoining, a primary, principal or sole source aquifer?9 Yes 9 No If Yes: i.Name of aquifer: _________________________________________________________________________________________ Somewhat Page 12 of 13 m. Identify the predominant wildlife species that occupy or use the project site: ______________________________ ______________________________ _______________________________ ______________________________ ______________________________ _______________________________ ______________________________ n. Does the project site contain a designated significant natural community?9 Yes 9 No If Yes: i.Describe the habitat/community (composition, function, and basis for designation): _____________________________________ ________________________________________________________________________________________________________ ii.Source(s) of description or evaluation: ________________________________________________________________________ iii.Extent of community/habitat: •Currently: ______________________ acres •Following completion of project as proposed: _____________________ acres •Gain or loss (indicate + or -): ______________________ acres o. Does project site contain any species of plant or animal that is listed by the federal government or NYS as 9 Yes 9 No endangered or threatened, or does it contain any areas identified as habitat for an endangered or threatened species? p. Does the project site contain any species of plant or animal that is listed by NYS as rare, or as a species of 9 Yes 9 No special concern? q. Is the project site or adjoining area currently used for hunting, trapping, fishing or shell fishing?9 Yes 9 No If yes, give a brief description of how the proposed action may affect that use: ___________________________________________ ________________________________________________________________________________________________________ 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 9 Yes 9 No Agriculture and Markets Law, Article 25-AA, Section 303 and 304? If Yes, provide county plus district name/number: _________________________________________________________________ b. Are agricultural lands consisting of highly productive soils present?9 Yes 9 No 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 9 Yes 9 No Natural Landmark? If Yes: i.Nature of the natural landmark: 9 Biological Community 9 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?9 Yes 9 No If Yes: i.CEA name: _____________________________________________________________________________________________ ii.Basis for designation: _____________________________________________________________________________________ iii.Designating agency and date: ______________________________________________________________________________ If Yes: i.Species and listing (endangered or threatened):______________________________________________________________________________ ________________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________________ If Yes: i.Species and listing:____________________________________________________________________________________________________ _______________________________________________________________________________________________________________________ Page 13 of 13 e. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district 9 Yes 9 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: 9 Archaeological Site 9 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 9 Yes 9 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?9 Yes 9 No If Yes: i. Describe possible resource(s): _______________________________________________________________________________ ii.Basis for identification: ___________________________________________________________________________________ h.9 Yes 9 No Is the project site within fives miles of any officially designated and publicly accessible federal, state, or local scenic or aesthetic resource? If Yes: i.Identify resource: _________________________________________________________________________________________ ii.Nature of, or basis for, designation (e.g., established highway overlook, state or local park, state historic trail or scenic byway, etc.): ___________________________________________________________________________________________________ iii.Distance between project and resource: _____________________ miles. i. Is the project site located within a designated river corridor under the Wild, Scenic and Recreational Rivers 9 Yes 9 No 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?9 Yes 9 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 ___________________________________ Date_______________________________________ Signature________________________________________________ Title_______________________________________ EAF Mapper Summary Report Tuesday, April 11, 2023 10:14 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 to obtain data not provided by the Mapper. Digital data is not a substitute for agency determinations. B.i.i [Coastal or Waterfront Area]No B.i.ii [Local Waterfront Revitalization Area]No C.2.b. [Special Planning District]Yes - Digital mapping data are not available for all Special Planning Districts. Refer to EAF Workbook. C.2.b. [Special Planning District - Name]NYS Major Basins:Upper Susquehanna E.1.h [DEC Spills or Remediation Site - Potential Contamination History] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.1.h.i [DEC Spills or Remediation Site - Listed] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.1.h.i [DEC Spills or Remediation Site - Environmental Site Remediation Database] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.1.h.iii [Within 2,000' of DEC Remediation Site] No 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 Name] 931-454 E.2.h.iv [Surface Water Features - Stream Classification] C E.2.h.iv [Surface Water Features - Wetlands Name] Federal Waters E.2.h.v [Impaired Water Bodies]No E.2.i. [Floodway]No E.2.j. [100 Year Floodplain]No 1Full Environmental Assessment Form - EAF Mapper Summary Report E.2.k. [500 Year Floodplain]No E.2.l. [Aquifers]Yes E.2.l. [Aquifer Names]Sole Source Aquifer Names:Cortland-Homer Preble SSA E.2.n. [Natural Communities]No E.2.o. [Endangered or Threatened Species]No E.2.p. [Rare Plants or Animals]No E.3.a. [Agricultural District]Yes E.3.a. [Agricultural District]CORT001 E.3.c. [National Natural Landmark]No E.3.d [Critical Environmental Area]No E.3.e. [National or State Register of Historic Places or State Eligible Sites] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.3.f. [Archeological Sites]Yes E.3.i. [Designated River Corridor]No 2Full Environmental Assessment Form - EAF Mapper Summary Report Appendix K.1: FEAF Part 1 Supplement Cortlandville Solar Supplemental Information Full Environmental Assessment Form Part I 3023 Route 215, Cortlandville, NY 13045 S.B.L: 106.00-03-13-100 April 2023 Submitted by: Cortlandville PV, LLC c/o RIC Development, LLC 85 Broad St, 28th Floor New York, NY 10004 Cortlandville Solar Project The following information supplements Part I of the Full Environmental Assessment Form (FEAF) for use by the Lead Agency in completing the FEAF Parts 2 and 3 for a State Environmental Quality Review Act (SEQRA) Determination of Significance relative to the Cortlandville Solar Facility. Project Description and Action Cortlandville PV, LLC proposes to develop a new distributed generation (DG) solar facility on 32.14 acres within a 75.78-acre parcel located at 3023 Route 215, Cortlandville, NY 13045 (S.B.L: 106.00-03-13-100). This is a standalone ground- mounted system, mounted on a single-axis (sun) tracking steel structure. The system will consist of 10,612 solar PV modules and 23 inverters to be connected to one transformer. The total planned AC capacity is 5,000. The applicant/project sponsor is Cortlandville PV, LLC, represented by RIC Development LLC. The below narrative pertains to questions as indicated within the FEAF Part 1, submitted to the Lead Agency for review: Impact on Agricultural Resources: Cortland County has a rich history of farming, which is reflected in its Agricultural and Farmland Protection Plan. The site in question is not located within an Agricultural District, and has not in the past many years (5+) been used for farming. However, the site is bordered to the south by an Agricultural District with an active farm operation. (See Agricultural Notice of Intent submitted with Application.) By exercising the right to use the property in a manner that generates income without adversely affecting the environment, including the agricultural potential, of the Site, the applicant is not adversely impacting current or future agricultural resources. The Project will be sited within a fallow field, largely eliminating the need for tree clearing. Within the facility, a low-growing, native pollinator-friendly meadow seed mix will be planted to continue a meadow environment under and around the panels. Upon completion of the lease term, the Site will be returned through decommissioning to a condition that can be farmed, should that be the desire of the landowner. This ability to maintain the property in condition for future desired uses is an advantage of the solar industry--Soils are depleted of nutrients when land is continuously farmed, requiring fertilizers to be applied, frequently along with herbicides and pesticides intended to maximize crop yield through continuous heavy labor working the ground. Solar allows for a period of rest and recovery whereby organic matter and nutrients are retained to await a new future use after decommissioning. Construction and decommissioning are conducted in accordance with the NYS Department of Agriculture recommendations and standards for construction of solar within an agricultural area. Impact on Water Resources A wetland and waterway delineation was conducted on August 17-19, and September 1-2, 2022 (See application for full Wetland and Waterbodies Delineation Report). The wetland biologists documented nine wetlands, totaling 7.62 acres, and seven streams, totaling 701 linear feet within the parcel. The wetlands are classified as emergent marsh and hardwood swamp. None of these resources are state- protected. Cortlandville Solar will permanently impact approximately 0.05-acre of a federally jurisdictional wetland and stream area in order to improve the existing access road off Route 215 via widening and culvert replacement. Work will be conducted using best management practices to avoid incidental impacts to the water features on site. A Stormwater Pollution Prevention Plan (SWPPP) will also be implemented and followed to protect water resources on and off the site. The Applicant will coordinate with the Town, NYSDEC, and USACE for these impacts. The parcel is not located in a FEMA floodplain or a Special Hazard Area. The parcel is within FEMA Zone X, which indicates it is an area of minimal flooding (Attachment 1). Stormwater runoff will continue to drain to the northwest post- construction. Impact on Groundwater Resources: The Project is over the Cortland-Homer-Preble Sole Source Aquifer. The Cortland- Homer-Preble Aquifer is a 31 mile long, 480 mi2 aquifer system that extends from southern Onondaga County, through Cortland County and into Madison and Tompkins County, and is the source of drinking water for the Cities of Cortland and Homer, as well as the source for private water wells, serving over 30,000 residents. There are concerns about increased long-term development over the aquifer. Local and state governments, commercial, farming, and individual water users need information to understand what effects these activities may have on the aquifer and how to sustain this resource in support of future growth and economic development. Cortlandville PV, LLC has applied for an Aquifer Protection Permit as part of this Application, and no impacts to this aquifer are anticipated. The Project will not intercept the aquifer with any work or components, and does not store or produce any hazardous materials that might act to contaminate any surfaced or groundwater in the event of a spill or release. Impact on Plants and Animals The NYSDEC Environmental Resource Mapper (ERM) indicates that the parcel is not in the vicinity of plants or animals listed as state threatened or endangered (Attachment 2). New York Natural Heritage Program (NYNHP) states they have “no records of state-listed animals or plants, or significant natural communities at the project site or in its immediate vicinity” (Attachment 3). The United States Fish and Wildlife Service (USFWS) Information for Planning and Consultation (IPaC0 report lists potential presence of the northern long-eared bat and the monarch butterfly (Danaus plexippus) in the parcel vicinity (Attachment 4). The monarch butterfly is not listed as a threatened or endangered species and would not be impacted by the Project. The USFWS encourages the use of conservation measures (native seed mixtures), and the Applicant has committed to ensuring the site is restored with native seeds. The Northern Long-Eared Bat, recently listed as an endangered species, is not presumed to be on the property. Management practices required and incorporated by Cortlandville Solar to ensure no impact include any tree cutting at a time of year when the bat is not roosting in trees. Moreover, only a very small number or trees must be removed from this Site. Impacts to Aesthetic Resources Cortlandville Solar is set back from the road and will not be visible from federal, state, or locally designated scenic or aesthetic resources due to topography and existing and proposed vegetation screening. A Visual Impact Analysis was conducted for the site. No impacts to aesthetic resources is anticipated. Attachments Attachment 1: FEMA Flood Hazard Map Attachment 2: NYSDEC ERM Attachment 3: NYNHP Response Letter Attachment 4: USFWS Correspondence Attachment 1. FEMA Flood Hazard Map National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250 Feet Ü SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or DepthZone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mileZone X Future Conditions 1% Annual Chance Flood HazardZone X Area with Reduced Flood Risk due to Levee. See Notes.Zone X Area with Flood Risk due to LeveeZone D NO SCREEN Area of Minimal Flood Hazard Zone X Area of Undetermined Flood HazardZone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 6/19/2022 at 3:10 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Legend OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS 8 B 20.2 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. 1:6,000 76°11'41"W 42°33'31"N 76°11'3"W 42°33'5"N Basemap: USGS National Map: Orthoimagery: Data refreshed October, 2020 National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250 Feet Ü SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or DepthZone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mileZone X Future Conditions 1% Annual Chance Flood HazardZone X Area with Reduced Flood Risk due to Levee. See Notes.Zone X Area with Flood Risk due to LeveeZone D NO SCREEN Area of Minimal Flood Hazard Zone X Area of Undetermined Flood HazardZone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 6/19/2022 at 3:12 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Legend OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS 8 B 20.2 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. 1:6,000 76°11'32"W 42°33'28"N 76°10'55"W 42°33'2"N Basemap: USGS National Map: Orthoimagery: Data refreshed October, 2020 Attachment 2. NYSDEC ERM Attachment 3. NYNHP Response Letter Camille I. Warner RIC Development, LLC 85 Broad Street, 28th Floor New York, NY 10004 Cortlandville Solar - 3023 Route 215Re: County: Cortland Town/City: Cortlandville Dear Camille Warner: 575 August 16, 2022 In response to your recent request, we have reviewed the New York Natural Heritage Program database with respect to the above project. We have no records of rare or state-listed animals or plants, or significant natural communities at the project site or in its immediate vicinity. The absence of data does not necessarily mean that rare or state-listed species, significant natural communities, or other significant habitats do not exist on or adjacent to the proposed site. Rather, our files currently do not contain information that indicates their presence. For most sites, comprehensive field surveys have not been conducted. We cannot provide a definitive statement on the presence or absence of all rare or state-listed species or significant natural communities. Depending on the nature of the project and the conditions at the project site, further information from on-site surveys or other resources may be required to fully assess impacts on biological resources. This response applies only to known occurrences of rare or state-listed animals and plants, significant natural communities, and other significant habitats maintained in the Natural Heritage database. Your project may require additional review or permits; for information regarding other permits that may be required under state law for regulated areas or activities (e.g., regulated wetlands), please contact the NYS DEC Region 7 Office, Division of Environmental Permits, at dep.r7@dec.ny.gov. Heidi Krahling Environmental Review Specialist New York Natural Heritage Program Sincerely, Attachment 4. USFWS Correspondence June 20, 2022 United States Department of the Interior FISH AND WILDLIFE SERVICE New York Ecological Services Field Office 3817 Luker Road Cortland, NY 13045-9385 Phone: (607) 753-9334 Fax: (607) 753-9699 Email Address: fw5es_nyfo@fws.gov In Reply Refer To: Project Code: 2022-0055742 Project Name: Cortlandville Solar PV Subject:List of threatened and endangered species that may occur in your proposed project location or may be affected by your proposed project To Whom It May Concern: The enclosed species list identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2) 06/20/2022 2 (c)). For projects other than major construction activities, the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402.12. If a Federal agency determines, based on the Biological Assessment or biological evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service recommends that candidate species, proposed species and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: http://www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF Migratory Birds: In addition to responsibilities to protect threatened and endangered species under the Endangered Species Act (ESA), there are additional responsibilities under the Migratory Bird Treaty Act (MBTA) and the Bald and Golden Eagle Protection Act (BGEPA) to protect native birds from project-related impacts. Any activity, intentional or unintentional, resulting in take of migratory birds, including eagles, is prohibited unless otherwise permitted by the U.S. Fish and Wildlife Service (50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)). For more information regarding these Acts see https://www.fws.gov/birds/policies-and-regulations.php. The MBTA has no provision for allowing take of migratory birds that may be unintentionally killed or injured by otherwise lawful activities. It is the responsibility of the project proponent to comply with these Acts by identifying potential impacts to migratory birds and eagles within applicable NEPA documents (when there is a federal nexus) or a Bird/Eagle Conservation Plan (when there is no federal nexus). Proponents should implement conservation measures to avoid or minimize the production of project-related stressors or minimize the exposure of birds and their resources to the project-related stressors. For more information on avian stressors and recommended conservation measures see https://www.fws.gov/birds/bird-enthusiasts/threats-to- birds.php. In addition to MBTA and BGEPA, Executive Order 13186: Responsibilities of Federal Agencies to Protect Migratory Birds, obligates all Federal agencies that engage in or authorize activities that might affect migratory birds, to minimize those effects and encourage conservation measures that will improve bird populations. Executive Order 13186 provides for the protection of both migratory birds and migratory bird habitat. For information regarding the implementation of Executive Order 13186, please visit https://www.fws.gov/birds/policies-and-regulations/ executive-orders/e0-13186.php. We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Code in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. 06/20/2022 3 ▪ Attachment(s): Official Species List 06/20/2022 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 06/20/2022 2 Project Summary Project Code:2022-0055742 Event Code:None Project Name:Cortlandville Solar PV Project Type:Power Gen - Solar Project Description:The proposed project is a 5-megawatt (MW) AC solar project located on approximately 36 acres of the 79.6 acre parcel. Project Location: Approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/@42.554266850000005,-76.1932286951289,14z Counties:Cortland County, New York 06/20/2022 3 1. Endangered Species Act Species There is a total of 2 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. Mammals NAME STATUS Northern Long-eared Bat Myotis septentrionalis No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/9045 Threatened Insects NAME STATUS Monarch Butterfly Danaus plexippus No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/9743 Candidate Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. 1 06/20/2022 4 IPaC User Contact Information Agency:RIC Energy Name:Camille Warner Address:85 Broad Street Address Line 2:28th Floor City:New York State:NY Zip:10004 Email cwarner@ric.energy Phone:5167618504 Appendix L Adjacent Property Owners List Name Address Parcel ID Acres Dennis W Rew 1065 Gallagher Road, Cortland NY 13045 106.00-09-19.110 128.78 Dennis W Rew 1065 Gallagher Road, Cortland NY 13045 106.00-09-19.200 2.35 Donald C. Withey 1156 Gallagher Road, Cortland NY 13045 106.00-03-01.000 0.86 Brianna S. Harvey 1136 Gallagher Road, Cortland NY 13045 106.00-03-02.000 8.65 Tammy Timmerman Trust 1180 Gallagher Road, Cortland NY 13045 106.00-03-03.000 2.52 Robert L Dickinson 1190 Gallagher Road, Cortland NY 13045 106.00-03-04.000 2.55 Jacob N Vroman 1194 Gallagher Road, Cortland NY 13045 106.00-03-05.000 2.62 Jacob N Vroman 1206 Gallagher Road, Cortland NY 13045 106.00-03-06.000 2.62 Duane Pierce 1218 Gallagher Road, Cortland NY 13045 106.00-03-07.000 3.84 Anthony Burnett-Testa 1224 Gallagher Road, Cortland NY 13045 106.00-03-08.000 0.89 Delores Bays Gallagher Road, Cortland NY 13045 106.00-3-09.111 5.82 Jerome Theodore 1280 Gallagher Road, Cortland NY 13045 106.00-03-09.120 2.26 Shelby Inez Overbaugh 1286 Gallagher Road, Cortland NY 13045 106.00-03-09.200 3.76 Jason M Pomeroy 1300 Gallagher Road, Cortland NY 13045 106.00-03-10.000 1.03 Dylan S Hopkins 1312 Gallagher Road, Cortland NY 13045 106.00-03-11.000 1.12 Nicholas G Mostert 3099 Route 215, Cortlan NY 13045 106.00-03-12.120 2.42 Cortland Funding Facilities 701 Lenox Ave, Oneida NY 13421 106.00-03-12.110 1.78 Cindy Johnson 3071 Route 215, Cortland NY 13045 106.00-03-12.200 2.72 Ann Jeannette Martinovich 3053 Route 215, Cortland NY 13045 106.00-03-13.200 2.74 Carl W Aarne Sr 3096 Route 215, Cortland NY 13045 106.00-01-41.000 6.39 Willis & Jane Newman 1376 Ely Road, Cortland NY 13045 106.00-01-43.000 4.17 William Andrews 3024 Route 215, Cortland NY 13045 106.00-01-44.200 1.36 Delores Bays 3011 Route 215, Cortland NY 13045 106.00-01-05.110 173.5 Ellen McCallum 2994 Route 215, Cortland NY 13045 106.00-01-05.200 1.77 John M Bays Route 215, Cortland NY 13045 106.00-01-15.000 1.93 Cortlandville Adjacent Prop Owners List Appendix M FEMA Floodplain Map National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250 Feet Ü SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or DepthZone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mileZone X Future Conditions 1% Annual Chance Flood HazardZone X Area with Reduced Flood Risk due to Levee. See Notes.Zone X Area with Flood Risk due to LeveeZone D NO SCREEN Area of Minimal Flood Hazard Zone X Area of Undetermined Flood HazardZone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 6/19/2022 at 3:10 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Legend OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS 8 B 20.2 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. 1:6,000 76°11'41"W 42°33'31"N 76°11'3"W 42°33'5"N Basemap: USGS National Map: Orthoimagery: Data refreshed October, 2020 National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250 Feet Ü SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or DepthZone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mileZone X Future Conditions 1% Annual Chance Flood HazardZone X Area with Reduced Flood Risk due to Levee. See Notes.Zone X Area with Flood Risk due to LeveeZone D NO SCREEN Area of Minimal Flood Hazard Zone X Area of Undetermined Flood HazardZone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 6/19/2022 at 3:12 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Legend OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS 8 B 20.2 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. 1:6,000 76°11'32"W 42°33'28"N 76°10'55"W 42°33'2"N Basemap: USGS National Map: Orthoimagery: Data refreshed October, 2020 Appendix N LiDAR Topographic Map – Elevation Scale: Created By: Date Produced:3023 ROUTE 215 CORTLAND, NY Data Source: USGS-NYSDEC 10m DEM 1:8000 CR10' Elevation Contours 2' Elevation Contours 3/2/2021 1258' ELEVATION 1881' Appendix O LiDAR Topographic Map – Slope Scale: Created By: Date Produced:3023 ROUTE 215 CORTLAND, NY Data Source: USGS-NYSDEC 10m DEM 1:8000 CR0% 0-5% 5-10% 10-15% 15-20% 20-25% 25-30% 30-35% 35-40% >40% 3/2/2021 SLOPE PERCENT RISE Appendix P USGS 7.5 Minute Topographic Cortlandville Solar USGS The National Map: Orthoimagery and US Topo. Data refreshed January, 2022. 0 0.2 0.40.1 mi 0 0.35 0.70.17 km 1:18,056 USGS 2021 USGS Figure 1: Parcel Location Map The National Map Advanced Viewer Appendix Q FAA No Impact Letter Mail Processing Center Federal Aviation Administration Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177 Aeronautical Study No. 2022-AEA-11337-OE Page 1 of 4 Issued Date: 07/15/2022 Ivaylo Tomchev RIC Development, LLC 85 Broad St, 28th Floor New York, NY 10004 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure:Solar Panel Cortlandville Solar Location:Cortlandville, NY Latitude:42-33-15.33N NAD 83 Longitude:76-11-27.81W Heights:1637 feet site elevation (SE) 12 feet above ground level (AGL) 1649 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met: It is required that FAA Form 7460-2, Notice of Actual Construction or Alteration, be e-filed any time the project is abandoned or: _____ At least 10 days prior to start of construction (7460-2, Part 1) __X__ Within 5 days after the construction reaches its greatest height (7460-2, Part 2) Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 M. This determination expires on 01/15/2024 unless: (a)the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office. (b)extended, revised, or terminated by the issuing office. (c)the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. Page 2 of 4 NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov 2007, will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure. If construction or alteration is dismantled or destroyed, you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. If we can be of further assistance, please contact our office at (404) 305-6068, or Dianne.Marin@FAA.GOV. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2022- AEA-11337-OE. Signature Control No: 538061576-543233556 ( DNE ) Dianne Marin Technician Attachment(s) Case Description Map(s) Page 3 of 4 Case Description for ASN 2022-AEA-11337-OE Standalone Solar Photovoltaic power plant, with a capacity of 5,000 kW AC. The system will consist of ground mounted solar PV modules, mounted on single-axis tracking racking. Page 4 of 4 Verified Map for ASN 2022-AEA-11337-OE Appendix R Equipment Specification Sheets CSI Solar Co., Ltd. is committed to providing high quality solar photovoltaic modules, solar energy and battery storage solu- tions to customers. The company was recognized as the No. 1 module supplier for quality and performance/price ratio in the IHS Module Customer Insight Survey. Over the past 20 years, it has successfully delivered over 70 GW of premium-quality solar modules across the world. CS7N-640|645|650|655|660|665|670MB-AG 640 W ~ 670 W BiHiKu7 BIFACIAL MONO PERC MORE POWER MORE RELIABLE Comprehensive LID / LeTID mitigation technology, up to 50% lower degradation Module power up to 670 W Module efficiency up to 21.6 %670 W Minimizes micro-crack impacts * For detailed information, please refer to the Installation Manual. Heavy snow load up to 5400 Pa, wind load up to 2400 Pa* Better shading tolerance 40 °C lower hot spot temperature, greatly reduce module failure rate CSI Solar Co., Ltd. 199 Lushan Road, SND, Suzhou, Jiangsu, China, 215129, www.csisolar.com, support@csisolar.com FRONT BACK Up to 8.9 % lower LCOE Up to 4.6 % lower system cost Compatible with mainstream trackers, cost effective product for utility power plant PRODUCT CERTIFICATES* ISO 9001:2015 / Quality management system ISO 14001:2015 / Standards for environmental management system ISO 45001: 2018 / International standards for occupational health & safety MANAGEMENT SYSTEM CERTIFICATES* * The specific certificates applicable to different module types and markets will vary, and therefore not all of the certifications listed herein will simultaneously apply to the products you order or use. Please contact your local Canadian Solar sales representative to confirm the specific certificates available for your Product and applicable in the regions in which the products will be used. *According to the applicable Canadian Solar Limited Warranty Statement. Enhanced Product Warranty on Materials and Workmanship* Linear Power Performance Warranty*30 12 1st year power degradation no more than 2% Subsequent annual power degradation no more than 0.45% Years Years IEC 61215 / IEC 61730 / CE / INMETRO / MCS / UKCA CEC listed (US California) / FSEC (US Florida) UL 61730 / IEC 61701 / IEC 62716 / IEC 60068-2-68 Take-e-way PARTNER SECTION ELECTRICAL DATA | STC* Nominal Max. Power (Pmax) Opt. Operating Voltage (Vmp) Opt. Operating Current (Imp) Open Circuit Voltage (Voc) Short Circuit Current (Isc) Module Efficiency CS7N-640MB-AG 640 W 37.5 V 17.07 A 44.6 V 18.31 A 20.6% Bifacial Gain** 5%672 W 37.5 V 17.92 A 44.6 V 19.23 A 21.6% 10%704 W 37.5 V 18.78 A 44.6 V 20.14 A 22.7% 20%768 W 37.5 V 20.48 A 44.6 V 21.97 A 24.7% CS7N-645MB-AG 645 W 37.7 V 17.11 A 44.8 V 18.35 A 20.8% Bifacial Gain** 5%677 W 37.7 V 17.97 A 44.8 V 19.27 A 21.8% 10%710 W 37.7 V 18.84 A 44.8 V 20.19 A 22.9% 20%774 W 37.7 V 20.53 A 44.8 V 22.02 A 24.9% CS7N-650MB-AG 650 W 37.9 V 17.16 A 45.0 V 18.39 A 20.9% Bifacial Gain** 5%683 W 37.9 V 18.03 A 45.0 V 19.31 A 22.0% 10%715 W 37.9 V 18.88 A 45.0 V 20.23 A 23.0% 20%780 W 37.9 V 20.59 A 45.0 V 22.07 A 25.1% CS7N-655MB-AG 655 W 38.1 V 17.20 A 45.2 V 18.43 A 21.1% Bifacial Gain** 5%688 W 38.1 V 18.06 A 45.2 V 19.35 A 22.1% 10%721 W 38.1 V 18.93 A 45.2 V 20.27 A 23.2% 20%786 W 38.1 V 20.64 A 45.2 V 22.12 A 25.3% CS7N-660MB-AG 660 W 38.3 V 17.24 A 45.4 V 18.47 A 21.2% Bifacial Gain** 5%693 W 38.3 V 18.10 A 45.4 V 19.39 A 22.3% 10%726 W 38.3 V 18.96 A 45.4 V 20.32 A 23.4% 20%792 W 38.3 V 20.69 A 45.4 V 22.16 A 25.5% CS7N-665MB-AG 665 W 38.5 V 17.28 A 45.6 V 18.51 A 21.4% Bifacial Gain** 5%698 W 38.5 V 18.14 A 45.6 V 19.44 A 22.5% 10%732 W 38.5 V 19.02 A 45.6 V 20.36 A 23.6% 20%798 W 38.5 V 20.74 A 45.6 V 22.21 A 25.7% CS7N-670MB-AG 670 W 38.7 V 17.32 A 45.8 V 18.55 A 21.6% Bifacial Gain** 5%704 W 38.7 V 18.20 A 45.8 V 19.48 A 22.7% 10%737 W 38.7 V 19.05 A 45.8 V 20.41 A 23.7% 20%804 W 38.7 V 20.78 A 45.8 V 22.26 A 25.9% * Under Standard Test Conditions (STC) of irradiance of 1000 W/m2, spectrum AM 1.5 and cell temperature of 25°C. ** Bifacial Gain: The additional gain from the back side compared to the power of the front side at the standard test condition. It depends on mounting (structure, height, tilt angle etc.) and albedo of the ground. TEMPERATURE CHARACTERISTICS Specification Data Temperature Coefficient (Pmax)-0.34 % / °C Temperature Coefficient (Voc)-0.26 % / °C Temperature Coefficient (Isc)0.05 % / °C Nominal Module Operating Temperature 41 ± 3°C ENGINEERING DRAWING (mm) Rear View CSI Solar Co., Ltd. 199 Lushan Road, SND, Suzhou, Jiangsu, China, 215129, www.csisolar.com, support@csisolar.com MECHANICAL DATA Specification Data Cell Type Mono-crystalline Cell Arrangement 132 [2 x (11 x 6) ] Dimensions 2384 ˣ 1303 ˣ 35 mm (93.9 ˣ 51.3 ˣ 1.38 in) Weight 37.9 kg (83.6 lbs) Front Glass 2.0 mm heat strengthened glass with anti-reflective coating Back Glass 2.0 mm heat strengthened glass Frame Anodized aluminium alloy J-Box IP68, 3 bypass diodes Cable 4.0 mm² (IEC), 10 AWG (UL) Cable Length (Including Connector)460 mm (18.1 in) (+) / 340 mm (13.4 in) (-) or customized length* Connector T6 or T4 series or MC4-EVO2 Per Pallet 31 pieces Per Container (40' HQ)527 pieces or 465 pieces (only for US) * For detailed information, please contact your local Canadian Solar sales and technical representatives. ELECTRICAL DATA Operating Temperature -40°C ~ +85°C Max. System Voltage 1500 V (IEC/UL) or 1000 V (IEC/UL) Module Fire Performance TYPE 29 (UL 61730) or CLASS C (IEC61730) Max. Series Fuse Rating 35 A Application Classification Class A Power Tolerance Power Bifaciality*70 % * Power Bifaciality = Pmaxrear / Pmaxfront, both Pmaxrear and Pmaxfront are tested under STC, Bifaciality Tolerance: ± 5 % Frame Cross Section A-A Mounting Hole CS7N-650MB-AG / I-V CURVES 7 10 R 9 14 R 0 ~ + 10 W ELECTRICAL DATA | NMOT* Nominal Max. Power (Pmax) Opt. Operating Voltage (Vmp) Opt. Operating Current (Imp) Open Circuit Voltage (Voc) Short Circuit Current (Isc) CS7N-640MB-AG 480 W 35.2 V 13.64 A 42.2 V 14.77 A CS7N-645MB-AG 484 W 35.3 V 13.72 A 42.3 V 14.80 A CS7N-650MB-AG 487 W 35.5 V 13.74 A 42.5 V 14.83 A CS7N-655MB-AG 491 W 35.7 V 13.76 A 42.7 V 14.86 A CS7N-660MB-AG 495 W 35.9 V 13.79 A 42.9 V 14.89 A CS7N-665MB-AG 499 W 36.1 V 13.83 A 43.1 V 14.93 A CS7N-670MB-AG 502 W 36.3 V 13.85 A 43.3 V 14.96 A * Under Nominal Module Operating Temperature (NMOT), irradiance of 800 W/m2, spectrum AM 1.5, ambient temperature 20°C, wind speed 1 m/s. * The specifications and key features contained in this datasheet may deviate slightly from our actu- al products due to the on-going innovation and product enhancement. CSI Solar Co., Ltd. reserves the right to make necessary adjustment to the information described herein at any time without further notice. Please be kindly advised that PV modules should be handled and installed by qualified people who have professional skills and please carefully read the safety and installation instructions before using our PV modules. 30 35 June 2022. All rights reserved, PV Module Product Datasheet V2.4_EN 35 8-10x7Mounting Hole(tracker) 4-14x9 Mounting Hole 6-Φ5Grounding Hole 23 8 4 40 0 79 0 14 0 0 50 50 1262 1303 AA V A 24 22 20 18 16 14 12 10 8 6 4 2 0 V A 1000 W/m2 800 W/m2 600 W/m2 400 W/m2 200 W/m2 5°C 25°C 45°C 65°C 5 10 15 20 25 30 35 40 45 50 24 22 20 18 16 14 12 10 8 6 4 2 0 5 10 15 20 25 30 35 40 45 50 © 2020 Sungrow Power Supply Co., Ltd. All rights reserved. Subject to change without notice. Version 1.1 SG250HX-US Multi-MPPT String Inverter for 1500 Vdc System 12 MPPTs with max. efficiency 99% Compatible with bifacial module Built-in Anti-PID and PID recovery function HIGH YIELD Touch free commissioning and remote firmware upgrade Online IV curve scan and diagnosis* Fuse free design with smart string current monitoring CIRCUIT DIAGRAM EFFICIENCY CURVE SMART O&M Compatible with Al and Cu AC cables DC 2 in 1 connection enabled Power line communication (PLC) Reactive power at night function LOW COST Integrated Arc fault circuit protection NEMA 4X protection and C5 anti-corrosion grade Type II SPD for both DC and AC PROVEN SAFETY 90% 92% 94% 96% 98% 100% 5%20%30%50%100% Vdc=880V Vdc=1160V Vdc=1300V Ef f i c i e n c y Normalized Output Power L1 PE L2 L3 AC SPD DC1 DC switch DC Bus Inverter circuit AC Filter AC Relay AC EMI DC12 Current Monitoring MPPT (1) MPPT (12) DC EMI DC SPD New © 2020 Sungrow Power Supply Co., Ltd. All rights reserved. Subject to change without notice. Version 1.1 Dimensions (W*H*D) Weight Isolation method Ingress protection rating Night power consumption Operating ambient temperature range Allowable relative humidity range (non-condensing) Cooling method Max. operating altitude Display Communication DC connection type AC connection type Compliance Grid Support 1051 * 660 * 363 mm (41.4'' * 26'' * 14.3'') 99 kg (218.25 lbs) Transformerless NEMA 4X < 2 W -30 to 60 ℃ ('-22 to 140 ℉) 0 – 100 % Smart forced air cooling 4000 m (> 3000 m derating) 13123 ft (> 9843 ft derating) LED, Bluetooth+APP RS485 / PLC MC4-Evo2 (Max. 10AWG) OT / DT terminal (Max. 300 mm² 600 Kcmil) UL1741, UL1741SA, IEEE1547, IEEE1547.1, CSA C22.2 107.1-01-2001, FCC Part15 Sub-part B Class A Limits, California Rule 21,UL 1699B Reactive power at night function, LVRT, HVRT,active & reactive power control and power ramp rate control, Volt/Watt, Frequency/Watt 250 kVA @ 30 ℃ / 225 kVA @ 40 ℃ / 200 KVA @ 50 ℃ 180.5 A 3 / PE, 800 V 680 – 880V 50 Hz / 45 – 55 Hz, 60 Hz / 57 – 63 Hz < 3 % (at nominal power) < 0.5 % In > 0.99 / 0.8 leading – 0.8 lagging 3 / 3 Max. efficiency CEC efficiency 99.0 % 98.5 % DC reverse connection protection AC short circuit protection Leakage current protection Grid monitoring Ground fault monitoring DC switch AC switch Arc fault circuit interrupter (AFCI) PV String current monitoring Reactive powe at night function PID protection Overvoltage protection Yes Yes Yes Yes Yes Yes No Yes Yes Yes Anti-PID or PID recovery DC Type II and AC Type II AC output power Max. AC output current Nominal AC voltage AC voltage range Nominal grid frequency / Grid frequency range THD DC current injection Power factor at nominal power / Adjustable power factor Feed-in phases / connection phases Type designation Max. PV input voltage Min. PV input voltage / Startup input voltage Nominal PV input voltage MPP voltage range MPP voltage range for nominal power No. of independent MPP inputs Max. PV input current Max. DC short-circuit current SG250HX-US Input (DC) Output (AC) Efficiency Protection General Data 1500 V 600 V / 600 V 1080 V 600 V – 1500 V 860 V – 1300 V 12 26 A * 12 50 A * 12 SG250HX-US *: Only compatible with Sungrow logger and iSolarCloud Three-phase pad-mounted compartmental type transformer General At Eaton, we are constantly striving to introduce new innovations to the transformer industry, bringing you the highest quality, most reliable transformers. Eaton’s Cooper Power series Transformer Products are ISO 9001 compliant, emphasizing process improvement in all phases of design, manufacture, and testing. In order to drive this innovation, we have invested both time and money in the Thomas A. Edison Technical Center, our premier research facility in Franksville, Wisconsin. Such revolutionary products as distribution-class UltraSIL™ Polymer-Housed Evolution™ surge arresters and Envirotemp™ FR3™ fluid have been developed at our Franksville lab. With transformer sizes ranging from 45 kVA to 12 MVA and high voltages ranging from 2400 V to 46 kV, Eaton has you covered. From fabrication of the tanks and cabinets to winding of the cores and coils, to production of arresters, switches, tap changers, expulsion fuses, current limit fuses, bushings (live and dead) and molded rubber goods, Eaton does it all. Eaton’s Cooper Power series transformers are available with electrical grade mineral oil or Envirotemp™ FR3™ fluid, a less-flammable and bio-degradable fluid. Electrical codes recognize the advantages of using Envirotemp™ FR3™ fluid both indoors and outdoors for fire sensitive applications. The bio- based fluid meets Occupational Safety and Health Administration (OSHA) and Section 450.23 NEC Requirements. Three-Phase Transformers CA202003EN Effective July 2015 Supersedes 210-12 August 2013 COOPER POWERSERIES Figure 1. Three-phase pad-mounted compartmental type transformer. LOW- VOLTAGE BUSHING SUPPORT SILLSuitable for skidding, rolling, and jacking 5-position tap changer Ground pad and strap for x0Parking stand Liquid level gauge Nameplate laser-scribed anodized aluminum Removable cabinet walls Drip shield Type Three Phase, 50 or 60 Hz, 65 ºC Rise (55 ºC, 55/65 ºC), 65/75 °C, 75 °C Fluid Type Mineral oil or Envirotemp™ FR3™ fluid Coil Configuration 2-winding or 4-winding or 3-winding (Low-High-Low), 3-winding (Low-Low-High) Size 45 – 10,000 kVA Primary Voltage 2,400 – 46,000 V Secondary Voltage 208Y/120 V to 14,400 V Specialty Designs Inverter/Rectifier Bridge K-Factor (up to K-19) Vacuum Fault Interrupter (VFI) UL® Listed & Labeled and Classified Factory Mutual (FM) Approved® Solar/Wind Designs Differential Protection Seismic Applications (including OSHPD) Hardened Data Center Table 1. Product Scope Bay-O-Net fusing LOW-VOLTAGE BUSHING Low-voltage molded epoxy bushings with NEMA® spades LOADBREAK SWITCH 2 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries HIGH-VOLTAGE BUSHING Table 4. Audible Sound Levels Self-Cooled, Two Winding kVA Rating NEMA® TR-1 Average Decibels (dB) 45-500 56 501-700 57 701-1000 58 1001-1500 60 1501-2000 61 2001-2500 62 2501-3000 63 3001-4000 64 4001-5000 65 5001-6000 66 6001-7500 67 7501-10000 68 Table 6. Temperature Rise Ratings 0-3300 Feet (0-1000 meters) Standard Optional Unit Rating (Temperature Rise Winding)65 ºC 55 °C, 55/65 ºC, 75 °C Ambient Temperature Max 40 ºC 50 ºC Ambient Temperature 24 Hour Average 30 ºC 40 ºC Temperature Rise Hotspot 80 ºC 65 ºC Table 2. Three-Phase Ratings Three-Phase 50 or 60 Hz kVA Available1: 45, 75, 112.5, 150, 225, 300, 500, 750, 1000, 1500, 2000, 2500, 3000, 3750, 5000, 7500, 10000 1Transformers are available in the standard ratings and configurations shown or can be customized to meet specific needs. Table 3. Impedance Voltage Rating (kVA) Low-voltage rating ≤ 600 V 2400 Δ through 4800 Δ 6900 Δ through 13800GY/7970 or 13800 Δ 45-75 2.70-5.75 2.70-5.75 2.70-5.75 112.5-300 3.10-5.75 3.10-5.75 3.10-5.75 500 4.35-5.75 4.35-5.75 4.35-5.75 750-2500 5.75 5.75 5.75 3750 5.75 5.75 6.00 5000 6.00 6.50 otee:N The standard tolerance is ± 7.5% Table 5. Insulation Test Levels KV Class Induced Test 180 or 400 Hz 7200 Cycle kV BIL Distribution Applied Test 60 Hz (kV) 1.2 Twice Rated Voltage 30 10 2.5 45 15 5 60 19 8.7 75 26 15 95 34 25 125 40 34.5 150 50 3 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries D E B F A* I C F-3 H G PAD DIMENSIONS 3.5" I-3 CABINET/TANK DIMENSIONS Figure 2. Transformer and pad dimensions. * Add 9" for Bay-O-Net fusing. Table 8. Fluid-Filled—Copper Windings 55/65 °C Rise1 1 Weights, gallons of fluid, and dimensions are for reference only and not for construction. Please contact Eaton for exact dimensions. * Add 9" for Bay-O-Net fusing. 65° Rise DEAD-FRONT—LOOP OR RADIAL FEED—BAY-O-NET FUSING OIL FILLED—COPPER WINDINGS kVA Rating OUTLINE DIMENSIONS (in.)Gallons of Fluid Approx. Total Weight (lbs.)A* B C D E F G H I 45 50 64 39 34 30 64 69 43 20 110 2,100 75 50 64 39 34 30 64 69 43 20 115 2,350 112.5 50 64 49 34 30 64 69 53 20 115 2,500 150 50 64 49 34 30 64 69 53 20 120 2,700 225 50 64 51 34 30 64 73 55 20 140 3,250 300 50 64 51 34 30 64 75 55 20 160 3,800 500 50 81 53 34 30 64 85 57 20 200 4,800 750 64 89 57 42 30 72 93 61 20 255 6,500 1000 64 89 59 42 30 72 93 63 20 300 7,800 1500 73 89 86 42 30 72 93 90 24 410 10,300 2000 73 72 87 42 30 72 76 91 24 420 11,600 2500 73 72 99 42 30 72 76 103 24 500 14,000 3000 73 84 99 46 37 84 88 103 24 720 18,700 3750 84 85 108 47 38 85 88 112 24 800 20,500 5000 84 96 108 48 48 96 100 112 24 850 25,000 7500 94 102 122 54 48 102 100 126 24 1,620 46,900 Table 7. Fluid-filled—aluminum windings 55/65 °C Rise1 65° Rise DEAD-FRONT—LOOP OR RADIAL FEED—BAY-O-NET FUSING OIL FILLED—ALUMINUM WINDINGS kVA Rating OUTLINE DIMENSIONS (in.)Gallons of Fluid Approx. Total Weight (lbs.)A* B C D E F G H I 45 50 68 39 42 26 68 72 43 20 110 2,100 75 50 68 39 42 26 68 72 43 20 115 2,250 112.5 50 68 49 42 26 68 72 53 20 120 2,350 150 50 68 49 42 26 68 72 53 20 125 2,700 225 50 72 51 42 30 72 76 55 20 140 3,150 300 50 72 51 42 30 72 76 55 20 160 3,650 500 50 89 53 42 30 72 93 57 20 190 4,650 750 64 89 57 42 30 72 93 61 20 270 6,500 1000 64 89 59 42 30 72 93 63 20 350 8,200 1500 73 89 86 42 30 72 93 90 24 410 10,300 2000 73 72 87 42 30 72 76 91 24 490 12,500 2500 73 72 99 42 30 72 76 103 24 530 14,500 3000 73 84 99 46 37 84 88 103 24 620 16,700 3750 84 85 108 47 38 85 88 112 24 660 19,300 5000 84 96 108 48 48 96 100 112 24 930 25,000 7500 94 102 122 54 48 102 100 126 24 1,580 41,900 1 Weights, gallons of fluid, and dimensions are for reference only and not for construction. Please contact Eaton for exact dimensions. * Add 9" for Bay-O-Net fusing. 4 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries Standard features Connections and neutral configurations • Delta - Wye: Low voltage neutral shall be a fully insulated X0 bushing with removable ground strap. • Grounded Wye-Wye: High voltage neutral shall be internally tied to the low voltage neutral and brought out as the H0X0 bushing in the secondary compartment with a removable ground strap. • Delta-Delta: Transformer shall be provided without a neutral bushing. • Wye-Wye: High voltage neutral shall be brought out as the H0 bushing in the primary compartment and the low voltage neutral shall be brought as the X0- bushing in the secondary compartment. • Wye-Delta: High voltage neutral shall be brought out as the H0 bushing in the primary compartment. No ground strap shall be provided (line to line rated fusing is required). High and low voltage bushings • 200 A bushing wells (15, 25, and 35 kV) • 200 A, 35 kV Large Interface • 600 A (15, 25, and 35 kV) Integral bushings (dead-front) • Electrical-grade wet-process porcelain bushings (live-front) Tank/cabinet features • Bolted cover for tank access (45-2500 kVA) • Welded cover with hand hole (>2500 kVA) • Three-point latching door for security • Removable sill for easy installation • Lifting lugs (4) • Stainless steel cabinet hinges and mounting studs • Steel divider between HV and LV compartment • 20” Deep cabinet (45-1000 kVA) • 24” Deep cabinet (1500-7500 kVA) • 30” Deep cabinet (34.5/19.92 kV) • Pentahead captive bolt • Stainless steel 1-hole ground pads (45-500 kVA) • Stainless steel 2-hole ground pads (750-10,000 kVA) • Parking Stands (dead-front) Valves/plugs • One-inch upper filling plug • One-inch drain plug (45-500 kVA) • One-inch combination drain valve with sampling device in low voltage compartment (750-10,000 kVA) • Automatic pressure relief valve Nameplate • Laser-scribed anodized aluminum nameplate Figure 3. Drain valve with sampler.Figure 4. Automatic Pressure relief valve.Figure 5. Liquid level gauge. Figure 6. External Gauges.Figure 7. External visible break with gauges. 5 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries Optional features High and low voltage bushings • 200 A (15, 25 kV) bushing inserts • 200 A (15, 25 kV) feed thru inserts • 200 A (15, 25 kV) (HTN) bushing wells with removable studs • High-voltage 600 A (15, 25, 35 kV) deadbreak one-piece bushings • Low voltage 6-, 8-holes spade • Low voltage 12-, 16-, 20-holes spade (750-2500 kVA) • Low voltage bushing supports Tank/cabinet features • Stainless steel tank base and cabinet • Stainless steel tank base, cabinet sides and sill • 100% stainless steel unit • Service entrance (2 inch) in sill or cabinet side • Touch-up paint (domestic) • Copper ground bus bar • Kirk-Key provisions • Nitrogen blanket • Bus duct cutout Special designs • Factory Mutual (FM) • UL® Classified • Triplex • High altitude • K-Factors • Step-up • Critical application • Modulation transformers • Seismic applications (including OSHPD) Switches • One, two, or three On/Off loadbreak switches • 4-position loadbreak V-blade switch or T-blade switch • Delta-wye switch • 3-position V-Blade selector switch • 100 A, 150 A, 300 A tap changers • Dual voltage switch • Visible break with VFI interrupter interlock • External visible break (15, 25, and 35 kV, up to 3 MVA) • External visible break with gauges (15, 25, and 35 kV, up to 3 MVA) Gauges and devices • Liquid level gauge (optional contacts) • Pressure vacuum gauge (optional contacts and bleeder) • Dial-type thermometer (optional alarm contacts) • Cover mounted pressure relief device (optional alarm contacts) • Ground connectors • Hexhead captive bolt • Molded case circuit breaker mounting provisions • External gauges in padlockable box Overcurrent protection • Bay-O-Net fusing (Current sensing, dual sensing, dual element, high amperage overload) • Bay-O-Net expulsion fuse in series with a partial range under-oil ELSP current limiting fuse (below 23 kV) • Cartridge fusing in series with a partial range under-oil ELSP cur- rent limiting fuse (above 23 kV) • MagneX™ interrupter with ELSP current-limiting fuse • Vacuum Fault Interrupter (VFI) • Visible break window • Fuse/switch interlock Valves/plugs • Drain/sampling valve in high-voltage compartment • Globe type upper fill valve Overvoltage protection • Distribution-, intermediate-, or station-class surge arresters • Elbow arresters (for dead-front connections) Metering/fan/control • Full metering package • Current Transformers (CTs) • Metering Socket • NEMA® 4 control box (optional stainless steel) • NEMA® 7 control box (explosion proof) • Fan Packages Testing • Customer test witness • Customer final inspection • Zero Sequence Impedance Test • Heat Run Test • ANSI® Impulse Test • Audible Sound Level Test • RIV (Corona) Test • Dissolved Gas Analysis (DGA) Test • 8- or 24-Hour Leak Test Coatings (paint) • ANSI® Bell Green • ANSI® #61 Light Gray • ANSI® #70 Sky Gray • Special paint available per request Nameplate • Stainless steel nameplate Decals and labels • High voltage warning signs • Mr. Ouch • Bi-lingual warning • DOE compliant • Customer stock code • Customer stenciling • Shock and arc flash warning decal • Non-PCB decal 6 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries Construction Core The three-legged, step-lap mitered core construction is manufac- tured using a high-quality cutting machine. For maximum efficiency, cores are precisely stacked, virtually eliminating gaps in the corner joints. Five-legged wound core or shell-type triplex designs are used for wye-wye connected transformers, and other special transformer designs. Cores are manufactured with precision cut, burr-free, grain-oriented silicon steel. Many grades of core steel are available for optimizing core loss efficiency. Coils Pad-mounted transformers feature a rectangular coil configuration with wire-wound, high-voltage primaries and sheet-wound secondaries. The design minimizes axial stress developed by short circuits and provides for magnetic balancing of tap connections. Coils are wound using the highest quality winding machines provid- ing exacting tension control and conductor placement for superior short-circuit strength and maximum efficiency. Extra mechanical strength is provided by diamond pattern, epoxy- coated paper insulation, used throughout the coil, with additional epoxy at heavy stress points. The diamond pattern distribution of the epoxy and carefully arranged ducts, provide a network of passages through which cooling fluid can freely circulate. Coil assemblies are heat-cured under calculated hydraulic pressure to ensure performance against short-circuit forces. Core and coil assemblies Pad-mounted transformer core and coil assemblies are braced with heavy steel ends to prevent the rectangular coil from distorting under short-circuit conditions. Plates are clamped in place using presses, and welded or bolted to form a solid core and coil assembly. Core and coil assemblies exceed ANSI® and IEEE® requirements for short-circuit performance. Due to the rigidity of the design, impedance shift after short-circuit is comparable to that of circular wound assemblies. Tanks Transformer tanks are designed for high strength and ease of handling, installation, and maintenance. Tanks are welded using precision-cut, hot rolled, pickled and oiled steel. They are sealed to protect the insulating fluid and other internal components. Transformer tanks are pressure-tested to withstand 7 psig without permanent distortion and 15 psig without rupture. Tank finish An advanced multi-stage finishing process exceeds IEEE Std C57.12.28™-2014 standards. The eight-stage pre-treatment process assures coating adhesion and retards corrosion. It converts tank surfaces to a nonmetallic, water insoluble iron phosphate coating. The paint method consists of two distinct layers of paint. The first is an epoxy primer (E-coat) layer which provides a barrier against moisture, salt and corrosives. The two-component urethane final coat seals and adds ultraviolet protection. Vacuum processing Transformers are dried and filled with filtered insulating fluid under vacuum, while secondary windings are energized. Coils are heated to drive out moisture, ensuring maximum penetration of fluid into the coil insulation system. Insulating fluid Eaton’s Cooper Power series transformers are available with electrical-grade mineral insulating oil or Envirotemp™ FR3™ fluid. The highly refined fluids are tested and degassed to assure a chemically inert product with minimal acid ions. Special additives minimize oxygen absorption and inhibit oxidation. To ensure high dielectric strength, the fluid is re-tested for dryness and dielectric strength, refiltered, heated, dried, and stored under vacuum before being added to the completed transformer. Eaton’s Cooper Power series transformers filled with Envirotemp™ FR3™ fluid enjoy unique fire safety, environmental, electrical, and chemical advantages, including insulation life extend- ing properties. A bio-based, sustainable, natural ester dielectric coolant, Envirotemp™ FR3™ fluid quickly and thoroughly biodegrades in the environment and is non-toxic per acute aquatic and oral toxicity tests. Building for Environmental and Economic Sustainability (BEES) total life cycle assessment software, utilized by the US Dept. of Commerce, reports its overall environmental performance impact score at 1/4th that reported for mineral oil. Envirotemp™ FR3™ fluid has also earned the EPA Environmental Technology Verification of transformer materials. With a fire point of 360 °C, Envirotemp™ FR3™ fluid is FM Approved® and Underwriters Laboratories (UL®) Classified “Less- Flammable” per NEC® Article 450-23, fitting the definition of a Listed Product per NEC®. Pad-mounted VFI transformer Eaton’s Cooper Power series VFI transformer combines a conventional distribution transformer with the proven Vacuum Fault Interrupter (VFI). This combination provides both voltage transformation and transformer over current protection in one space saving and money saving package. The pad-mounted VFI transformer protects the transformer and provides proper coordination with upstream protective devices. When a transformer fault or overload condition occurs, the VFI breaker trips and isolates the transformer. The three-phase VFI breaker has independent single-phase initiation, but is three-phase mechanically gang-tripped. A trip signal on any phase will open all three phases. This feature eliminates single-phas- ing of three phase loads. It also enables the VFI breaker to be used as a three-phase load break switch. Due to the resettable characteristics of the VFI breaker, restoring three-phase service is faster and easier. The sealed visible break window and switch is an option that can be installed to provide visible break contact. This feature provides enhanced safety and allows an operator to see if the loadbreak switch contacts are in an open or closed position before performing maintenance. Figure 8. VFI transformer with visible break. 7 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries Envirotran™ FM Approved special protection transformer Eaton’s Cooper Power series Envirotran™ transformer is FM Approved and suitable for indoor locations. Factory Mutual Research Corporation’s (FMRC) approval of the Envirotran transformer line makes it easy to comply with and verify compliance with Section 450.23, 2008 NEC, Less-Flammable Liquid-Filled Transformer Requirements for both indoor and outdoor locations. Envirotran FM Approved transformers offer the user the benefit of a transformer that can be easily specified to comply with NEC, and makes FM Safety Data Sheet compliance simpler, while also providing maximum safety and flexibility for both indoor and outdoor installations. Because the “FM Approved” logo is readily visible on the transformer and its nameplate, NEC compliance is now easily verifiable by the inspector. Envirotran FM Approved transformers are manufactured under strict compliance with FMRC Standard 3990 and are filled with FM Approved Envirotemp™ FR3™ fluid, a fire-resistant dielectric coolant. Special application transformers Data Center transformer With focus rapidly shifting from simply maximizing uptime and supporting demand to improving energy utilization, the data center industry is continually looking for methods to increase its energy efficiency and reliability. Utilizing cutting edge technology, Eaton’s Cooper Power series Hardened Data Center (HDC) transformers are the solution. Designed with special attention given to surge protection, HDC liquid-filled transformers provide superior performance under the harshest electrical environments. Contrary to traditional dry-type units, HDC transformers provide unsurpassed reliability, overloadability, operational life, efficiency, thermal loading and installed footprint. These units have reliably served more than 100 MW of critical data center capacity for a total of more than 6,000,000 hours without any reported downtime caused by a thermal or short-circuit coil failure. The top priority in data center operations is uninterrupted service. Envirotran HDC transformers from Eaton, having substantially higher levels of insulation, are less susceptible to voltage surges. Eaton has experienced zero failures due to switching transients. The ANSI® and IEEE® standard impulse withstand ratings are higher for liquid-filled transformers, making them less susceptible to insulation failure. The Envirotran HDC transformer provides ultimate protection by increasing the BIL rating one level higher than standard liquid-filled transformer ratings. The cooling system of liquid-filled transformers provides better protection from severe overloads—overloads that can lead to significant loss of life or failure. Data center design typically includes multiple layers of redundancy, ensuring maximum uptime for the critical IT load. When best in class transformer manufacturing lead times are typically weeks, not days, an unexpected transformer failure will adversely affect the facility’s reliability and profitability. Therefore, the ability to determine the electrical and mechanical health of a transformer can reduce the probability of costly, unplanned downtime. Routine diagnostic tests, including key fluid properties and dissolved gas analysis (DGA), can help determine the health of a liquid-filled transformer. Although sampling is not required for safe operation, it will provide the user with valuable information, leading to scheduled repair or replacement, and minimizing the duration and expense of an outage. With a dry-type transformer, there is no reliable way to measure the health or likelihood of an impending failure. Solar transformer As a result of the increasing number of states that are adopting aggressive Renewable & Alternative Energy Portfolio Standards, the solar energy market is growing—nearly doubling year over year. Eaton, a key innovator and supplier in this expanding market, is proud to offer its Cooper Power series Envirotran transformers specifically designed for Solar Photovoltaic medium-voltage applications. Eaton is working with top solar photovoltaic developers, integrators and inverter manufacturers to evolve the industry and change the way we distribute power. In accordance with this progressive stance, every Envirotran Solar transformer is filled with non-toxic, biodegradable Envirotemp™ FR3™ dielectric fluid, made from renewable seed oils. On top of its biodegradability, Envirotemp™ FR3™ fluid substantially extends the life of the transformer insulation, saving valuable resources. What better way to distribute green power than to use a green transformer. In fact, delaying conversion to Envirotran transformers places the burden of today’s environmental issues onto tomorrow’s generations. Eaton can help you create a customized transformer, based on site specific characteristics including: temperature profile, site altitude, solar profile and required system life. Some of the benefits gained from this custom rating include: • Reduction in core losses • Improved payback on investment • Reduction in footprint • Improved fire safety • Reduced environmental impact For the solar photovoltaic industry, Eaton is offering standard step up transformers and dual secondary designs, including 4-winding, 3-winding (Low-High-Low) and 3-winding (Low-Low-High) designs. Wind transformer Eaton is offering custom designs for renewable energy power generation. Eaton manufactures its Cooper Power series Generator Step-Up (GSU) transformers for installation at the base of every wind turbine. Additionally, grounding transformers are available for wind power generation. DOE efficiency The United States Department of Energy (DOE) has mandated efficiency values for most liquid type, medium voltage transformers. As a result, all applicable Eaton’s Cooper Power series transformers 2500 kVA and below conform to efficiency levels as specified in the DOE ruling “10 CFR Part 431 Energy Conservation Program”. Underwriters Laboratories® (UL®) Listed and Labeled/ Classified The Envirotran transformer from Eaton can be specified as UL® Listed & Labeled, and/or UL® Classified. Underwriters Laboratories (UL®) listing is a verification of the design and construction of the transformer to the ANSI® and IEEE® standards. UL® listing generally is the most efficient, cost-effective solution for complying with relevant state and local electrical codes. UL® Combination Classification/Listing is another way in which to comply with Section 450.23, 2008 NEC® requirements. This combines the UL® listed transformer with a UL® Classified Less-Flammable Liquid and complies with the use restrictions found within the liquid Classification. 8 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries K-Factor transformer With a drastic increase in the use of ferromagnetic devices, arcing devices, and electric power converters, higher frequency loads have increased significantly. This harmonic loading has the potential to generate higher heat levels within a transformer’s windings and leads by as much as 300%. Harmonic loading has the potential to induce premature failure in standard-design distribution transformers. In addition to standard UL® “K-Factor” ratings, transformers can be designed to customer-provided specifications detailing precise loading scenarios. Onsite measurements of magnitude and frequency, alongside harmonic analysis of the connected load can be performed by Eaton engineers or a third party consultant. These field measurements are used to determine exact customer needs and outline the transformer specifications. Eaton will design harmonic-resistant transformers that will be subjected to the unique harmonic loads. These units are designed to maintain normal temperature rise under harmonic, full-load conditions. Standard UL® “K-Factor” designs can result in unnecessary costs when the “next-highest” K-Factor must be selected for a calculated design factor. To save the customer these unnecessary costs, Eaton can design the transformer to the specific harmonic spectrum used in the application. Eaton’s Cooper Power series K-factor transformers are filled with mineral oil or Envirotemp™ FR3™ fluid and enjoy the added benefits of dielectric cooling such as higher efficiencies than dry-type transformers. Modulation transformer Bundled with an Outboard Modulation Unit (OMU) and a Control and Receiving Unit (CRU), a Modulation Transformer Unit (MTU) is designed to remotely achieve two way communication. The use of an MTU reduces travel time and expense versus tra- ditional meter reading performed by high voltage electricians. Additionally, with MTU it is possible to manage and evaluate energy consumption data, providing reduced metering costs and fewer ten- ant complaints. An MTU utilizes existing utility infrastructure, therefore eliminating the need to engineer and construct a dedicated communication network. Inverter/rectifier bridge Eaton complements its range of applications for transformers by offering dual winding designs. These designs are intended for connection to 12-pulse rectifier bridges. Product attributes To set us apart from other transformer manufactures, Eaton includes the following guarantees with every three-phase pad-mounted transformer. Engineered to order (ETO) Providing the customer with a well developed, cost-effective solution is the number one priority at Eaton. Using customer specifications, Eaton will work with the customer from the beginning to the end to develop a solution to fit their needs. Whether it is application specific, site specific, or a uniquely specified unit, Eaton will provide transformers with the best in class value and performance, saving the customer time and money. Made in the U.S.A. Eaton’s three-phase pad-mounted transformers are produced right here in the United States of America. Our manufacturing facilities are positioned strategically for rapid shipment of products. Furthermore, should the need arise, Eaton has a broad network of authorized service repair shops throughout the United States. Superior paint performance Protecting transformers from nature’s elements worldwide, Eaton’s E-coat system provides unrivaled transformer paint life, and exceeds IEEE Std C57.12.28™-2014 and IEEE Std C57.12.29™-2005 standards. In addition to the outside of the unit, each transformer receives a gray E-coat covering in the interior of the tank and cabinet, providing superior rust resistance and greater visibility during service. If the wide range of standard paint selections does not suit the cus- tomer’s needs, Eaton will customize the paint color to meet their requirements. Rectangular coil design Eaton utilizes a rectangular coil design. This winding technique results in a smaller overall unit footprint as well as reducing the transformer weight. The smaller unit size does not hinder the transformer performance in the least. Units have proven short circuit withstand capabilities up to 10 MVA. Testing Eaton performs routing testing on each transformer manufactured including the following tests: • Insulation Power Factor: This test verifies that vacuum processing has thoroughly dried the insulation system to required limits. • Ratio, Polarity, and Phase Relation: Assures correct winding ratios and tap voltages; checks insulation of HV and LV circuits. Checks entire insulation system to verify all live-to-ground clearances. • Resistance: This test verifies the integrity of internal high-voltage and low-voltage connections; provides data for loss upgrade calculations. • Routine Impulse Tests: The most severe test, simulating a lightning surge. Applies one reduced wave and one full wave to verify the BIL rating. • Applied Potential: Applied to both high-voltage and low-voltage windings, this test stresses the entire insulation system to verify all live-to-ground clearances. • Induced Potential: 3.46 times normal plus 1000 volts for reduced neutral designs. • Loss Test: These design verification tests are conducted to assure that guaranteed loss values are met and that test values are Figure 9. Modular transformer. 9 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries within design tolerances. Tests include no-load loss and excitation current along with impedance voltage and load loss. • Leak Test: Pressurizing the tank to 7 psig assures a complete seal, with no weld or gasket leaks, to eliminate the possibility of moisture infiltration or fluid oxidation. Design performance tests The design performance tests include the following: • Temperature Rise: Our automated heat run facility ensures that any design changes meet ANSI® and IEEE® temperature rise criteria. • Audible Sound Level: Ensures compliance with NEMA® requirements. • Lightning Impulse: To assure superior dielectric performance, this test consists of one reduced wave, two chopped waves and one full wave in sequence, precisely simulating the harshest conditions. Thomas A Edison Research and Test Facility We are constantly striving to introduce new innovations to the transformer industry, bringing you the highest quality transformer for the lowest cost. Eaton’s Cooper Power series Transformer Products are ISO 9001 compliant, emphasizing process improvement in all phases of design, manufacture, and testing. We have invested millions of dollars in the Thomas A. Edison Technical Center, our premier research facility in Franksville, Wisconsin affirming our dedication to introducing new innovations and technologies to the transformer industry. This research facility is fully available for use by our customers to utilize our advanced electrical and chemical testing labs. 10 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries 11 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries Eaton, Cooper Power, MagneX, UltraSIL, Evolution, and Envirotran are valuable trademarks of Eaton in the U.S. and other countries. You are not permitted to use these trademarks without the prior written consent of Eaton. IEEE Std C57.12.28™-2005 and Std C57.12.29™-2005 standards are trademarks of the Institute of Electrical and Electronics Engineers, Inc., (IEEE). This publication is not endorsed or approved by the IEEE. IEEE® is a registered trademark of the Institute of Electrical and Electronics Engineers, Inc. ANSI® is a registered trademark of American National Standards Institute. National Electrical Code® and NEC® are registered trademarks of the National Fire Protection Association, Inc., Quincy, MA. Underwriters Laboratories® and UL® are registered trademarks of UL LLC. FM Approved®, FMRC, and Factory Mutual Research Corporation are trademarks of FM Global. Envirotemp™ and FR3™ are licensed trademarks of Cargill, Incorporated. Three-phase pad-mounted compartmental type transformer Eaton 1000 Eaton Boulevard Cleveland, OH 44122 United States Eaton.com Eaton’s Cooper Power Systems Division 2300 Badger Drive Waukesha, WI 53188 United States Eaton.com/cooperpowerseries © 2015 Eaton All Rights Reserved Printed in USA Publication No. CA202003EN Catalog Data CA202003EN Effective July 2015 For Eaton’s Cooper Power series three-phase transformer product information call 1-877-277-4636 or visit: www.eaton.com/cooperpowerseries. Up to 6% Using TrueCapture Smart Control System Best-in Class Software Ecosystem and Global Services 35 GW Delivered on 5 Continents 5 years in a row Global Market Share Leader (2015-18) Features and Benefits Flexible and Resilient by Design With its self-aligning module rails and vibration-proof fasteners, NX Horizon can be easily and rapidly installed. The self-powered, decentralized architecture allows each row to be commissioned in advance of site power, and is designed to withstand high winds and other adverse weather conditions. On a recent 838 megawatt project in Villanueva, Mexico, these design features allowed for the project to go online nine months ahead of schedule. TrueCapture and Bifacial Enabled Incorporating the most promising innovations in utility scale solar, NX Horizon with TrueCapture™ smart control system can add additional energy production by up to six percent. Further unlocking the advantages of independent-row architecture and the data collected from thousands of sensors across its built-in wireless network, the software continuously optimizes the tracking algorithm of each row in response to site terrain and changing weather conditions. NX Horizon can also be paired with bifacial PV module technology, which can provide even more energy harvest and performance. With bifacial technology, NX Horizon outperforms conventional tracking systems with over 1% more annual energy. Quality and Reliability from Day One Quality and reliability are designed and tested into every NX Horizon component and system across our supply chain and manufacturing operations. Nextracker is the leader in dynamic wind analysis and safety stowing, delivering major benefits in uptime and long-term durability NX Horizon is certified to UL 2703 and UL 3703 standards, underscoring Nextracker’s commitment to safety, reliability and quality. Serving as the backbone on over 35 gigawatts of solar power plants around the world, the NX Horizon™ smart solar tracker system combines best-in-class hardware and software to help EPCs and asset owners maximize performance and minimize operational costs. NX Horizon Smart Solar Tracking System nextracker.com INSTALLATION, OPERATIONS AND SERVICE PE stamped structural calculations and drawings Included Onsite training and system commissioning Included Installation requirements Simple assembly using swaged fasteners and bolted connections. No field cutting, drilling or welding. Monitoring NX Data Hub™ centralized data aggregation and monitoring Module cleaning compatibility Compatible with NX qualified cleaning systems Warranty 10-year structural, 5-year drive and control components. Codes and standards UL 3703 / UL 2703 / IEC 62817 ELECTRONICS AND CONTROLS Solar tracking method Astronomical algorithm with backtracking. TrueCapture™ upgrades available for terrain adaptive backtracking and diffuse tracking mode Control electronics NX tracker controller with inbuilt inclinometer and backup battery Communications Zigbee wireless communications to all tracker rows and weather stations via network control units (NCUs) Nighttime stow Yes Power supply SELF POWERED: NX provided 30 or 60W Smart Panel AC POWERED: Customer-provided 120-240 VAC circut GENERAL AND MECHANICAL Tracking type Horizontal single-axis, independent row. String voltage 1,500 VDC or 1,000 VDC Typical row size 78-90 modules, depending on module string length. Drive type Non-backdriving, high accuracy slew gear. Motor type 24 V brushless DC motor Array height Rotation axis elevation 1.3 to 1.8 m / 4'3" to 5'10" Ground coverage ratio (GCR)Configurable. Typical range 28-50%. Modules supported Mounting options available for virtually all utility-scale crystalline modules, First Solar Series 6 and First Solar Series 4. Bifacial features High-rise mounting rails, bearing + driveline gaps and round torque tube. Tracking range of motion Options for ±60° or ±50° Operating temperature range SELF POWERED: -30°C to 55°C (-22°F to 131°F) AC POWERED: -40°C to 55°C (-40°F to 131°F) Module configuration 1 in portrait. 3 x 1,500 V or 4 x 1,000 V strings per standard tracker. Partial length trackers available. Module attachment Self-grounding, electric tool-actuated fasteners. Materials Galvanized steel Allowable wind speed Configurable up to 225 kph (140 mph) 3-second gust Wind protection Intelligent wind stowing with symmetric dampers for maximum array stability in all wind conditions Foundations Standard W6 section foundation posts © Nextracker Inc. Contents subject to change without notice. 6200 Paseo Padre Parkway | Fremont, CA 94555 | USA | +1 510 270 2500 | nextracker.com Nextracker NX Horizon MKT-000060-C CSI Solar Co., Ltd. is committed to providing high quality solar photovoltaic modules, solar energy and battery storage solu- tions to customers. The company was recognized as the No. 1 module supplier for quality and performance/price ratio in the IHS Module Customer Insight Survey. Over the past 20 years, it has successfully delivered over 70 GW of premium-quality solar modules across the world. CS7N-640|645|650|655|660|665|670MB-AG 640 W ~ 670 W BiHiKu7 BIFACIAL MONO PERC MORE POWER MORE RELIABLE Comprehensive LID / LeTID mitigation technology, up to 50% lower degradation Module power up to 670 W Module efficiency up to 21.6 %670 W Minimizes micro-crack impacts * For detailed information, please refer to the Installation Manual. Heavy snow load up to 5400 Pa, wind load up to 2400 Pa* Better shading tolerance 40 °C lower hot spot temperature, greatly reduce module failure rate CSI Solar Co., Ltd. 199 Lushan Road, SND, Suzhou, Jiangsu, China, 215129, www.csisolar.com, support@csisolar.com FRONT BACK Up to 8.9 % lower LCOE Up to 4.6 % lower system cost Compatible with mainstream trackers, cost effective product for utility power plant PRODUCT CERTIFICATES* ISO 9001:2015 / Quality management system ISO 14001:2015 / Standards for environmental management system ISO 45001: 2018 / International standards for occupational health & safety MANAGEMENT SYSTEM CERTIFICATES* * The specific certificates applicable to different module types and markets will vary, and therefore not all of the certifications listed herein will simultaneously apply to the products you order or use. Please contact your local Canadian Solar sales representative to confirm the specific certificates available for your Product and applicable in the regions in which the products will be used. *According to the applicable Canadian Solar Limited Warranty Statement. Enhanced Product Warranty on Materials and Workmanship* Linear Power Performance Warranty*30 12 1st year power degradation no more than 2% Subsequent annual power degradation no more than 0.45% Years Years IEC 61215 / IEC 61730 / CE / INMETRO / MCS / UKCA CEC listed (US California) / FSEC (US Florida) UL 61730 / IEC 61701 / IEC 62716 / IEC 60068-2-68 Take-e-way PARTNER SECTION ELECTRICAL DATA | STC* Nominal Max. Power (Pmax) Opt. Operating Voltage (Vmp) Opt. Operating Current (Imp) Open Circuit Voltage (Voc) Short Circuit Current (Isc) Module Efficiency CS7N-640MB-AG 640 W 37.5 V 17.07 A 44.6 V 18.31 A 20.6% Bifacial Gain** 5%672 W 37.5 V 17.92 A 44.6 V 19.23 A 21.6% 10%704 W 37.5 V 18.78 A 44.6 V 20.14 A 22.7% 20%768 W 37.5 V 20.48 A 44.6 V 21.97 A 24.7% CS7N-645MB-AG 645 W 37.7 V 17.11 A 44.8 V 18.35 A 20.8% Bifacial Gain** 5%677 W 37.7 V 17.97 A 44.8 V 19.27 A 21.8% 10%710 W 37.7 V 18.84 A 44.8 V 20.19 A 22.9% 20%774 W 37.7 V 20.53 A 44.8 V 22.02 A 24.9% CS7N-650MB-AG 650 W 37.9 V 17.16 A 45.0 V 18.39 A 20.9% Bifacial Gain** 5%683 W 37.9 V 18.03 A 45.0 V 19.31 A 22.0% 10%715 W 37.9 V 18.88 A 45.0 V 20.23 A 23.0% 20%780 W 37.9 V 20.59 A 45.0 V 22.07 A 25.1% CS7N-655MB-AG 655 W 38.1 V 17.20 A 45.2 V 18.43 A 21.1% Bifacial Gain** 5%688 W 38.1 V 18.06 A 45.2 V 19.35 A 22.1% 10%721 W 38.1 V 18.93 A 45.2 V 20.27 A 23.2% 20%786 W 38.1 V 20.64 A 45.2 V 22.12 A 25.3% CS7N-660MB-AG 660 W 38.3 V 17.24 A 45.4 V 18.47 A 21.2% Bifacial Gain** 5%693 W 38.3 V 18.10 A 45.4 V 19.39 A 22.3% 10%726 W 38.3 V 18.96 A 45.4 V 20.32 A 23.4% 20%792 W 38.3 V 20.69 A 45.4 V 22.16 A 25.5% CS7N-665MB-AG 665 W 38.5 V 17.28 A 45.6 V 18.51 A 21.4% Bifacial Gain** 5%698 W 38.5 V 18.14 A 45.6 V 19.44 A 22.5% 10%732 W 38.5 V 19.02 A 45.6 V 20.36 A 23.6% 20%798 W 38.5 V 20.74 A 45.6 V 22.21 A 25.7% CS7N-670MB-AG 670 W 38.7 V 17.32 A 45.8 V 18.55 A 21.6% Bifacial Gain** 5%704 W 38.7 V 18.20 A 45.8 V 19.48 A 22.7% 10%737 W 38.7 V 19.05 A 45.8 V 20.41 A 23.7% 20%804 W 38.7 V 20.78 A 45.8 V 22.26 A 25.9% * Under Standard Test Conditions (STC) of irradiance of 1000 W/m2, spectrum AM 1.5 and cell temperature of 25°C. ** Bifacial Gain: The additional gain from the back side compared to the power of the front side at the standard test condition. It depends on mounting (structure, height, tilt angle etc.) and albedo of the ground. TEMPERATURE CHARACTERISTICS Specification Data Temperature Coefficient (Pmax)-0.34 % / °C Temperature Coefficient (Voc)-0.26 % / °C Temperature Coefficient (Isc)0.05 % / °C Nominal Module Operating Temperature 41 ± 3°C ENGINEERING DRAWING (mm) Rear View CSI Solar Co., Ltd. 199 Lushan Road, SND, Suzhou, Jiangsu, China, 215129, www.csisolar.com, support@csisolar.com MECHANICAL DATA Specification Data Cell Type Mono-crystalline Cell Arrangement 132 [2 x (11 x 6) ] Dimensions 2384 ˣ 1303 ˣ 35 mm (93.9 ˣ 51.3 ˣ 1.38 in) Weight 37.9 kg (83.6 lbs) Front Glass 2.0 mm heat strengthened glass with anti-reflective coating Back Glass 2.0 mm heat strengthened glass Frame Anodized aluminium alloy J-Box IP68, 3 bypass diodes Cable 4.0 mm² (IEC), 10 AWG (UL) Cable Length (Including Connector)460 mm (18.1 in) (+) / 340 mm (13.4 in) (-) or customized length* Connector T6 or T4 series or MC4-EVO2 Per Pallet 31 pieces Per Container (40' HQ)527 pieces or 465 pieces (only for US) * For detailed information, please contact your local Canadian Solar sales and technical representatives. ELECTRICAL DATA Operating Temperature -40°C ~ +85°C Max. System Voltage 1500 V (IEC/UL) or 1000 V (IEC/UL) Module Fire Performance TYPE 29 (UL 61730) or CLASS C (IEC61730) Max. Series Fuse Rating 35 A Application Classification Class A Power Tolerance Power Bifaciality*70 % * Power Bifaciality = Pmaxrear / Pmaxfront, both Pmaxrear and Pmaxfront are tested under STC, Bifaciality Tolerance: ± 5 % Frame Cross Section A-A Mounting Hole CS7N-650MB-AG / I-V CURVES 7 10 R 9 14 R 0 ~ + 10 W ELECTRICAL DATA | NMOT* Nominal Max. Power (Pmax) Opt. Operating Voltage (Vmp) Opt. Operating Current (Imp) Open Circuit Voltage (Voc) Short Circuit Current (Isc) CS7N-640MB-AG 480 W 35.2 V 13.64 A 42.2 V 14.77 A CS7N-645MB-AG 484 W 35.3 V 13.72 A 42.3 V 14.80 A CS7N-650MB-AG 487 W 35.5 V 13.74 A 42.5 V 14.83 A CS7N-655MB-AG 491 W 35.7 V 13.76 A 42.7 V 14.86 A CS7N-660MB-AG 495 W 35.9 V 13.79 A 42.9 V 14.89 A CS7N-665MB-AG 499 W 36.1 V 13.83 A 43.1 V 14.93 A CS7N-670MB-AG 502 W 36.3 V 13.85 A 43.3 V 14.96 A * Under Nominal Module Operating Temperature (NMOT), irradiance of 800 W/m2, spectrum AM 1.5, ambient temperature 20°C, wind speed 1 m/s. * The specifications and key features contained in this datasheet may deviate slightly from our actu- al products due to the on-going innovation and product enhancement. CSI Solar Co., Ltd. reserves the right to make necessary adjustment to the information described herein at any time without further notice. Please be kindly advised that PV modules should be handled and installed by qualified people who have professional skills and please carefully read the safety and installation instructions before using our PV modules. 30 35 June 2022. All rights reserved, PV Module Product Datasheet V2.4_EN 35 8-10x7Mounting Hole(tracker) 4-14x9 Mounting Hole 6-Φ5Grounding Hole 23 8 4 40 0 79 0 14 0 0 50 50 1262 1303 AA V A 24 22 20 18 16 14 12 10 8 6 4 2 0 V A 1000 W/m2 800 W/m2 600 W/m2 400 W/m2 200 W/m2 5°C 25°C 45°C 65°C 5 10 15 20 25 30 35 40 45 50 24 22 20 18 16 14 12 10 8 6 4 2 0 5 10 15 20 25 30 35 40 45 50 © 2020 Sungrow Power Supply Co., Ltd. All rights reserved. Subject to change without notice. Version 1.1 SG250HX-US Multi-MPPT String Inverter for 1500 Vdc System 12 MPPTs with max. efficiency 99% Compatible with bifacial module Built-in Anti-PID and PID recovery function HIGH YIELD Touch free commissioning and remote firmware upgrade Online IV curve scan and diagnosis* Fuse free design with smart string current monitoring CIRCUIT DIAGRAM EFFICIENCY CURVE SMART O&M Compatible with Al and Cu AC cables DC 2 in 1 connection enabled Power line communication (PLC) Reactive power at night function LOW COST Integrated Arc fault circuit protection NEMA 4X protection and C5 anti-corrosion grade Type II SPD for both DC and AC PROVEN SAFETY 90% 92% 94% 96% 98% 100% 5%20%30%50%100% Vdc=880V Vdc=1160V Vdc=1300V Ef f i c i e n c y Normalized Output Power L1 PE L2 L3 AC SPD DC1 DC switch DC Bus Inverter circuit AC Filter AC Relay AC EMI DC12 Current Monitoring MPPT (1) MPPT (12) DC EMI DC SPD New © 2020 Sungrow Power Supply Co., Ltd. All rights reserved. Subject to change without notice. Version 1.1 Dimensions (W*H*D) Weight Isolation method Ingress protection rating Night power consumption Operating ambient temperature range Allowable relative humidity range (non-condensing) Cooling method Max. operating altitude Display Communication DC connection type AC connection type Compliance Grid Support 1051 * 660 * 363 mm (41.4'' * 26'' * 14.3'') 99 kg (218.25 lbs) Transformerless NEMA 4X < 2 W -30 to 60 ℃ ('-22 to 140 ℉) 0 – 100 % Smart forced air cooling 4000 m (> 3000 m derating) 13123 ft (> 9843 ft derating) LED, Bluetooth+APP RS485 / PLC MC4-Evo2 (Max. 10AWG) OT / DT terminal (Max. 300 mm² 600 Kcmil) UL1741, UL1741SA, IEEE1547, IEEE1547.1, CSA C22.2 107.1-01-2001, FCC Part15 Sub-part B Class A Limits, California Rule 21,UL 1699B Reactive power at night function, LVRT, HVRT,active & reactive power control and power ramp rate control, Volt/Watt, Frequency/Watt 250 kVA @ 30 ℃ / 225 kVA @ 40 ℃ / 200 KVA @ 50 ℃ 180.5 A 3 / PE, 800 V 680 – 880V 50 Hz / 45 – 55 Hz, 60 Hz / 57 – 63 Hz < 3 % (at nominal power) < 0.5 % In > 0.99 / 0.8 leading – 0.8 lagging 3 / 3 Max. efficiency CEC efficiency 99.0 % 98.5 % DC reverse connection protection AC short circuit protection Leakage current protection Grid monitoring Ground fault monitoring DC switch AC switch Arc fault circuit interrupter (AFCI) PV String current monitoring Reactive powe at night function PID protection Overvoltage protection Yes Yes Yes Yes Yes Yes No Yes Yes Yes Anti-PID or PID recovery DC Type II and AC Type II AC output power Max. AC output current Nominal AC voltage AC voltage range Nominal grid frequency / Grid frequency range THD DC current injection Power factor at nominal power / Adjustable power factor Feed-in phases / connection phases Type designation Max. PV input voltage Min. PV input voltage / Startup input voltage Nominal PV input voltage MPP voltage range MPP voltage range for nominal power No. of independent MPP inputs Max. PV input current Max. DC short-circuit current SG250HX-US Input (DC) Output (AC) Efficiency Protection General Data 1500 V 600 V / 600 V 1080 V 600 V – 1500 V 860 V – 1300 V 12 26 A * 12 50 A * 12 SG250HX-US *: Only compatible with Sungrow logger and iSolarCloud Three-phase pad-mounted compartmental type transformer General At Eaton, we are constantly striving to introduce new innovations to the transformer industry, bringing you the highest quality, most reliable transformers. Eaton’s Cooper Power series Transformer Products are ISO 9001 compliant, emphasizing process improvement in all phases of design, manufacture, and testing. In order to drive this innovation, we have invested both time and money in the Thomas A. Edison Technical Center, our premier research facility in Franksville, Wisconsin. Such revolutionary products as distribution-class UltraSIL™ Polymer-Housed Evolution™ surge arresters and Envirotemp™ FR3™ fluid have been developed at our Franksville lab. With transformer sizes ranging from 45 kVA to 12 MVA and high voltages ranging from 2400 V to 46 kV, Eaton has you covered. From fabrication of the tanks and cabinets to winding of the cores and coils, to production of arresters, switches, tap changers, expulsion fuses, current limit fuses, bushings (live and dead) and molded rubber goods, Eaton does it all. Eaton’s Cooper Power series transformers are available with electrical grade mineral oil or Envirotemp™ FR3™ fluid, a less-flammable and bio-degradable fluid. Electrical codes recognize the advantages of using Envirotemp™ FR3™ fluid both indoors and outdoors for fire sensitive applications. The bio- based fluid meets Occupational Safety and Health Administration (OSHA) and Section 450.23 NEC Requirements. Three-Phase Transformers CA202003EN Effective July 2015 Supersedes 210-12 August 2013 COOPER POWERSERIES Figure 1. Three-phase pad-mounted compartmental type transformer. LOW- VOLTAGE BUSHING SUPPORT SILLSuitable for skidding, rolling, and jacking 5-position tap changer Ground pad and strap for x0Parking stand Liquid level gauge Nameplate laser-scribed anodized aluminum Removable cabinet walls Drip shield Type Three Phase, 50 or 60 Hz, 65 ºC Rise (55 ºC, 55/65 ºC), 65/75 °C, 75 °C Fluid Type Mineral oil or Envirotemp™ FR3™ fluid Coil Configuration 2-winding or 4-winding or 3-winding (Low-High-Low), 3-winding (Low-Low-High) Size 45 – 10,000 kVA Primary Voltage 2,400 – 46,000 V Secondary Voltage 208Y/120 V to 14,400 V Specialty Designs Inverter/Rectifier Bridge K-Factor (up to K-19) Vacuum Fault Interrupter (VFI) UL® Listed & Labeled and Classified Factory Mutual (FM) Approved® Solar/Wind Designs Differential Protection Seismic Applications (including OSHPD) Hardened Data Center Table 1. Product Scope Bay-O-Net fusing LOW-VOLTAGE BUSHING Low-voltage molded epoxy bushings with NEMA® spades LOADBREAK SWITCH 2 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries HIGH-VOLTAGE BUSHING Table 4. Audible Sound Levels Self-Cooled, Two Winding kVA Rating NEMA® TR-1 Average Decibels (dB) 45-500 56 501-700 57 701-1000 58 1001-1500 60 1501-2000 61 2001-2500 62 2501-3000 63 3001-4000 64 4001-5000 65 5001-6000 66 6001-7500 67 7501-10000 68 Table 6. Temperature Rise Ratings 0-3300 Feet (0-1000 meters) Standard Optional Unit Rating (Temperature Rise Winding)65 ºC 55 °C, 55/65 ºC, 75 °C Ambient Temperature Max 40 ºC 50 ºC Ambient Temperature 24 Hour Average 30 ºC 40 ºC Temperature Rise Hotspot 80 ºC 65 ºC Table 2. Three-Phase Ratings Three-Phase 50 or 60 Hz kVA Available1: 45, 75, 112.5, 150, 225, 300, 500, 750, 1000, 1500, 2000, 2500, 3000, 3750, 5000, 7500, 10000 1Transformers are available in the standard ratings and configurations shown or can be customized to meet specific needs. Table 3. Impedance Voltage Rating (kVA) Low-voltage rating ≤ 600 V 2400 Δ through 4800 Δ 6900 Δ through 13800GY/7970 or 13800 Δ 45-75 2.70-5.75 2.70-5.75 2.70-5.75 112.5-300 3.10-5.75 3.10-5.75 3.10-5.75 500 4.35-5.75 4.35-5.75 4.35-5.75 750-2500 5.75 5.75 5.75 3750 5.75 5.75 6.00 5000 6.00 6.50 otee:N The standard tolerance is ± 7.5% Table 5. Insulation Test Levels KV Class Induced Test 180 or 400 Hz 7200 Cycle kV BIL Distribution Applied Test 60 Hz (kV) 1.2 Twice Rated Voltage 30 10 2.5 45 15 5 60 19 8.7 75 26 15 95 34 25 125 40 34.5 150 50 3 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries D E B F A* I C F-3 H G PAD DIMENSIONS 3.5" I-3 CABINET/TANK DIMENSIONS Figure 2. Transformer and pad dimensions. * Add 9" for Bay-O-Net fusing. Table 8. Fluid-Filled—Copper Windings 55/65 °C Rise1 1 Weights, gallons of fluid, and dimensions are for reference only and not for construction. Please contact Eaton for exact dimensions. * Add 9" for Bay-O-Net fusing. 65° Rise DEAD-FRONT—LOOP OR RADIAL FEED—BAY-O-NET FUSING OIL FILLED—COPPER WINDINGS kVA Rating OUTLINE DIMENSIONS (in.)Gallons of Fluid Approx. Total Weight (lbs.)A* B C D E F G H I 45 50 64 39 34 30 64 69 43 20 110 2,100 75 50 64 39 34 30 64 69 43 20 115 2,350 112.5 50 64 49 34 30 64 69 53 20 115 2,500 150 50 64 49 34 30 64 69 53 20 120 2,700 225 50 64 51 34 30 64 73 55 20 140 3,250 300 50 64 51 34 30 64 75 55 20 160 3,800 500 50 81 53 34 30 64 85 57 20 200 4,800 750 64 89 57 42 30 72 93 61 20 255 6,500 1000 64 89 59 42 30 72 93 63 20 300 7,800 1500 73 89 86 42 30 72 93 90 24 410 10,300 2000 73 72 87 42 30 72 76 91 24 420 11,600 2500 73 72 99 42 30 72 76 103 24 500 14,000 3000 73 84 99 46 37 84 88 103 24 720 18,700 3750 84 85 108 47 38 85 88 112 24 800 20,500 5000 84 96 108 48 48 96 100 112 24 850 25,000 7500 94 102 122 54 48 102 100 126 24 1,620 46,900 Table 7. Fluid-filled—aluminum windings 55/65 °C Rise1 65° Rise DEAD-FRONT—LOOP OR RADIAL FEED—BAY-O-NET FUSING OIL FILLED—ALUMINUM WINDINGS kVA Rating OUTLINE DIMENSIONS (in.)Gallons of Fluid Approx. Total Weight (lbs.)A* B C D E F G H I 45 50 68 39 42 26 68 72 43 20 110 2,100 75 50 68 39 42 26 68 72 43 20 115 2,250 112.5 50 68 49 42 26 68 72 53 20 120 2,350 150 50 68 49 42 26 68 72 53 20 125 2,700 225 50 72 51 42 30 72 76 55 20 140 3,150 300 50 72 51 42 30 72 76 55 20 160 3,650 500 50 89 53 42 30 72 93 57 20 190 4,650 750 64 89 57 42 30 72 93 61 20 270 6,500 1000 64 89 59 42 30 72 93 63 20 350 8,200 1500 73 89 86 42 30 72 93 90 24 410 10,300 2000 73 72 87 42 30 72 76 91 24 490 12,500 2500 73 72 99 42 30 72 76 103 24 530 14,500 3000 73 84 99 46 37 84 88 103 24 620 16,700 3750 84 85 108 47 38 85 88 112 24 660 19,300 5000 84 96 108 48 48 96 100 112 24 930 25,000 7500 94 102 122 54 48 102 100 126 24 1,580 41,900 1 Weights, gallons of fluid, and dimensions are for reference only and not for construction. Please contact Eaton for exact dimensions. * Add 9" for Bay-O-Net fusing. 4 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries Standard features Connections and neutral configurations • Delta - Wye: Low voltage neutral shall be a fully insulated X0 bushing with removable ground strap. • Grounded Wye-Wye: High voltage neutral shall be internally tied to the low voltage neutral and brought out as the H0X0 bushing in the secondary compartment with a removable ground strap. • Delta-Delta: Transformer shall be provided without a neutral bushing. • Wye-Wye: High voltage neutral shall be brought out as the H0 bushing in the primary compartment and the low voltage neutral shall be brought as the X0- bushing in the secondary compartment. • Wye-Delta: High voltage neutral shall be brought out as the H0 bushing in the primary compartment. No ground strap shall be provided (line to line rated fusing is required). High and low voltage bushings • 200 A bushing wells (15, 25, and 35 kV) • 200 A, 35 kV Large Interface • 600 A (15, 25, and 35 kV) Integral bushings (dead-front) • Electrical-grade wet-process porcelain bushings (live-front) Tank/cabinet features • Bolted cover for tank access (45-2500 kVA) • Welded cover with hand hole (>2500 kVA) • Three-point latching door for security • Removable sill for easy installation • Lifting lugs (4) • Stainless steel cabinet hinges and mounting studs • Steel divider between HV and LV compartment • 20” Deep cabinet (45-1000 kVA) • 24” Deep cabinet (1500-7500 kVA) • 30” Deep cabinet (34.5/19.92 kV) • Pentahead captive bolt • Stainless steel 1-hole ground pads (45-500 kVA) • Stainless steel 2-hole ground pads (750-10,000 kVA) • Parking Stands (dead-front) Valves/plugs • One-inch upper filling plug • One-inch drain plug (45-500 kVA) • One-inch combination drain valve with sampling device in low voltage compartment (750-10,000 kVA) • Automatic pressure relief valve Nameplate • Laser-scribed anodized aluminum nameplate Figure 3. Drain valve with sampler.Figure 4. Automatic Pressure relief valve.Figure 5. Liquid level gauge. Figure 6. External Gauges.Figure 7. External visible break with gauges. 5 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries Optional features High and low voltage bushings • 200 A (15, 25 kV) bushing inserts • 200 A (15, 25 kV) feed thru inserts • 200 A (15, 25 kV) (HTN) bushing wells with removable studs • High-voltage 600 A (15, 25, 35 kV) deadbreak one-piece bushings • Low voltage 6-, 8-holes spade • Low voltage 12-, 16-, 20-holes spade (750-2500 kVA) • Low voltage bushing supports Tank/cabinet features • Stainless steel tank base and cabinet • Stainless steel tank base, cabinet sides and sill • 100% stainless steel unit • Service entrance (2 inch) in sill or cabinet side • Touch-up paint (domestic) • Copper ground bus bar • Kirk-Key provisions • Nitrogen blanket • Bus duct cutout Special designs • Factory Mutual (FM) • UL® Classified • Triplex • High altitude • K-Factors • Step-up • Critical application • Modulation transformers • Seismic applications (including OSHPD) Switches • One, two, or three On/Off loadbreak switches • 4-position loadbreak V-blade switch or T-blade switch • Delta-wye switch • 3-position V-Blade selector switch • 100 A, 150 A, 300 A tap changers • Dual voltage switch • Visible break with VFI interrupter interlock • External visible break (15, 25, and 35 kV, up to 3 MVA) • External visible break with gauges (15, 25, and 35 kV, up to 3 MVA) Gauges and devices • Liquid level gauge (optional contacts) • Pressure vacuum gauge (optional contacts and bleeder) • Dial-type thermometer (optional alarm contacts) • Cover mounted pressure relief device (optional alarm contacts) • Ground connectors • Hexhead captive bolt • Molded case circuit breaker mounting provisions • External gauges in padlockable box Overcurrent protection • Bay-O-Net fusing (Current sensing, dual sensing, dual element, high amperage overload) • Bay-O-Net expulsion fuse in series with a partial range under-oil ELSP current limiting fuse (below 23 kV) • Cartridge fusing in series with a partial range under-oil ELSP cur- rent limiting fuse (above 23 kV) • MagneX™ interrupter with ELSP current-limiting fuse • Vacuum Fault Interrupter (VFI) • Visible break window • Fuse/switch interlock Valves/plugs • Drain/sampling valve in high-voltage compartment • Globe type upper fill valve Overvoltage protection • Distribution-, intermediate-, or station-class surge arresters • Elbow arresters (for dead-front connections) Metering/fan/control • Full metering package • Current Transformers (CTs) • Metering Socket • NEMA® 4 control box (optional stainless steel) • NEMA® 7 control box (explosion proof) • Fan Packages Testing • Customer test witness • Customer final inspection • Zero Sequence Impedance Test • Heat Run Test • ANSI® Impulse Test • Audible Sound Level Test • RIV (Corona) Test • Dissolved Gas Analysis (DGA) Test • 8- or 24-Hour Leak Test Coatings (paint) • ANSI® Bell Green • ANSI® #61 Light Gray • ANSI® #70 Sky Gray • Special paint available per request Nameplate • Stainless steel nameplate Decals and labels • High voltage warning signs • Mr. Ouch • Bi-lingual warning • DOE compliant • Customer stock code • Customer stenciling • Shock and arc flash warning decal • Non-PCB decal 6 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries Construction Core The three-legged, step-lap mitered core construction is manufac- tured using a high-quality cutting machine. For maximum efficiency, cores are precisely stacked, virtually eliminating gaps in the corner joints. Five-legged wound core or shell-type triplex designs are used for wye-wye connected transformers, and other special transformer designs. Cores are manufactured with precision cut, burr-free, grain-oriented silicon steel. Many grades of core steel are available for optimizing core loss efficiency. Coils Pad-mounted transformers feature a rectangular coil configuration with wire-wound, high-voltage primaries and sheet-wound secondaries. The design minimizes axial stress developed by short circuits and provides for magnetic balancing of tap connections. Coils are wound using the highest quality winding machines provid- ing exacting tension control and conductor placement for superior short-circuit strength and maximum efficiency. Extra mechanical strength is provided by diamond pattern, epoxy- coated paper insulation, used throughout the coil, with additional epoxy at heavy stress points. The diamond pattern distribution of the epoxy and carefully arranged ducts, provide a network of passages through which cooling fluid can freely circulate. Coil assemblies are heat-cured under calculated hydraulic pressure to ensure performance against short-circuit forces. Core and coil assemblies Pad-mounted transformer core and coil assemblies are braced with heavy steel ends to prevent the rectangular coil from distorting under short-circuit conditions. Plates are clamped in place using presses, and welded or bolted to form a solid core and coil assembly. Core and coil assemblies exceed ANSI® and IEEE® requirements for short-circuit performance. Due to the rigidity of the design, impedance shift after short-circuit is comparable to that of circular wound assemblies. Tanks Transformer tanks are designed for high strength and ease of handling, installation, and maintenance. Tanks are welded using precision-cut, hot rolled, pickled and oiled steel. They are sealed to protect the insulating fluid and other internal components. Transformer tanks are pressure-tested to withstand 7 psig without permanent distortion and 15 psig without rupture. Tank finish An advanced multi-stage finishing process exceeds IEEE Std C57.12.28™-2014 standards. The eight-stage pre-treatment process assures coating adhesion and retards corrosion. It converts tank surfaces to a nonmetallic, water insoluble iron phosphate coating. The paint method consists of two distinct layers of paint. The first is an epoxy primer (E-coat) layer which provides a barrier against moisture, salt and corrosives. The two-component urethane final coat seals and adds ultraviolet protection. Vacuum processing Transformers are dried and filled with filtered insulating fluid under vacuum, while secondary windings are energized. Coils are heated to drive out moisture, ensuring maximum penetration of fluid into the coil insulation system. Insulating fluid Eaton’s Cooper Power series transformers are available with electrical-grade mineral insulating oil or Envirotemp™ FR3™ fluid. The highly refined fluids are tested and degassed to assure a chemically inert product with minimal acid ions. Special additives minimize oxygen absorption and inhibit oxidation. To ensure high dielectric strength, the fluid is re-tested for dryness and dielectric strength, refiltered, heated, dried, and stored under vacuum before being added to the completed transformer. Eaton’s Cooper Power series transformers filled with Envirotemp™ FR3™ fluid enjoy unique fire safety, environmental, electrical, and chemical advantages, including insulation life extend- ing properties. A bio-based, sustainable, natural ester dielectric coolant, Envirotemp™ FR3™ fluid quickly and thoroughly biodegrades in the environment and is non-toxic per acute aquatic and oral toxicity tests. Building for Environmental and Economic Sustainability (BEES) total life cycle assessment software, utilized by the US Dept. of Commerce, reports its overall environmental performance impact score at 1/4th that reported for mineral oil. Envirotemp™ FR3™ fluid has also earned the EPA Environmental Technology Verification of transformer materials. With a fire point of 360 °C, Envirotemp™ FR3™ fluid is FM Approved® and Underwriters Laboratories (UL®) Classified “Less- Flammable” per NEC® Article 450-23, fitting the definition of a Listed Product per NEC®. Pad-mounted VFI transformer Eaton’s Cooper Power series VFI transformer combines a conventional distribution transformer with the proven Vacuum Fault Interrupter (VFI). This combination provides both voltage transformation and transformer over current protection in one space saving and money saving package. The pad-mounted VFI transformer protects the transformer and provides proper coordination with upstream protective devices. When a transformer fault or overload condition occurs, the VFI breaker trips and isolates the transformer. The three-phase VFI breaker has independent single-phase initiation, but is three-phase mechanically gang-tripped. A trip signal on any phase will open all three phases. This feature eliminates single-phas- ing of three phase loads. It also enables the VFI breaker to be used as a three-phase load break switch. Due to the resettable characteristics of the VFI breaker, restoring three-phase service is faster and easier. The sealed visible break window and switch is an option that can be installed to provide visible break contact. This feature provides enhanced safety and allows an operator to see if the loadbreak switch contacts are in an open or closed position before performing maintenance. Figure 8. VFI transformer with visible break. 7 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries Envirotran™ FM Approved special protection transformer Eaton’s Cooper Power series Envirotran™ transformer is FM Approved and suitable for indoor locations. Factory Mutual Research Corporation’s (FMRC) approval of the Envirotran transformer line makes it easy to comply with and verify compliance with Section 450.23, 2008 NEC, Less-Flammable Liquid-Filled Transformer Requirements for both indoor and outdoor locations. Envirotran FM Approved transformers offer the user the benefit of a transformer that can be easily specified to comply with NEC, and makes FM Safety Data Sheet compliance simpler, while also providing maximum safety and flexibility for both indoor and outdoor installations. Because the “FM Approved” logo is readily visible on the transformer and its nameplate, NEC compliance is now easily verifiable by the inspector. Envirotran FM Approved transformers are manufactured under strict compliance with FMRC Standard 3990 and are filled with FM Approved Envirotemp™ FR3™ fluid, a fire-resistant dielectric coolant. Special application transformers Data Center transformer With focus rapidly shifting from simply maximizing uptime and supporting demand to improving energy utilization, the data center industry is continually looking for methods to increase its energy efficiency and reliability. Utilizing cutting edge technology, Eaton’s Cooper Power series Hardened Data Center (HDC) transformers are the solution. Designed with special attention given to surge protection, HDC liquid-filled transformers provide superior performance under the harshest electrical environments. Contrary to traditional dry-type units, HDC transformers provide unsurpassed reliability, overloadability, operational life, efficiency, thermal loading and installed footprint. These units have reliably served more than 100 MW of critical data center capacity for a total of more than 6,000,000 hours without any reported downtime caused by a thermal or short-circuit coil failure. The top priority in data center operations is uninterrupted service. Envirotran HDC transformers from Eaton, having substantially higher levels of insulation, are less susceptible to voltage surges. Eaton has experienced zero failures due to switching transients. The ANSI® and IEEE® standard impulse withstand ratings are higher for liquid-filled transformers, making them less susceptible to insulation failure. The Envirotran HDC transformer provides ultimate protection by increasing the BIL rating one level higher than standard liquid-filled transformer ratings. The cooling system of liquid-filled transformers provides better protection from severe overloads—overloads that can lead to significant loss of life or failure. Data center design typically includes multiple layers of redundancy, ensuring maximum uptime for the critical IT load. When best in class transformer manufacturing lead times are typically weeks, not days, an unexpected transformer failure will adversely affect the facility’s reliability and profitability. Therefore, the ability to determine the electrical and mechanical health of a transformer can reduce the probability of costly, unplanned downtime. Routine diagnostic tests, including key fluid properties and dissolved gas analysis (DGA), can help determine the health of a liquid-filled transformer. Although sampling is not required for safe operation, it will provide the user with valuable information, leading to scheduled repair or replacement, and minimizing the duration and expense of an outage. With a dry-type transformer, there is no reliable way to measure the health or likelihood of an impending failure. Solar transformer As a result of the increasing number of states that are adopting aggressive Renewable & Alternative Energy Portfolio Standards, the solar energy market is growing—nearly doubling year over year. Eaton, a key innovator and supplier in this expanding market, is proud to offer its Cooper Power series Envirotran transformers specifically designed for Solar Photovoltaic medium-voltage applications. Eaton is working with top solar photovoltaic developers, integrators and inverter manufacturers to evolve the industry and change the way we distribute power. In accordance with this progressive stance, every Envirotran Solar transformer is filled with non-toxic, biodegradable Envirotemp™ FR3™ dielectric fluid, made from renewable seed oils. On top of its biodegradability, Envirotemp™ FR3™ fluid substantially extends the life of the transformer insulation, saving valuable resources. What better way to distribute green power than to use a green transformer. In fact, delaying conversion to Envirotran transformers places the burden of today’s environmental issues onto tomorrow’s generations. Eaton can help you create a customized transformer, based on site specific characteristics including: temperature profile, site altitude, solar profile and required system life. Some of the benefits gained from this custom rating include: • Reduction in core losses • Improved payback on investment • Reduction in footprint • Improved fire safety • Reduced environmental impact For the solar photovoltaic industry, Eaton is offering standard step up transformers and dual secondary designs, including 4-winding, 3-winding (Low-High-Low) and 3-winding (Low-Low-High) designs. Wind transformer Eaton is offering custom designs for renewable energy power generation. Eaton manufactures its Cooper Power series Generator Step-Up (GSU) transformers for installation at the base of every wind turbine. Additionally, grounding transformers are available for wind power generation. DOE efficiency The United States Department of Energy (DOE) has mandated efficiency values for most liquid type, medium voltage transformers. As a result, all applicable Eaton’s Cooper Power series transformers 2500 kVA and below conform to efficiency levels as specified in the DOE ruling “10 CFR Part 431 Energy Conservation Program”. Underwriters Laboratories® (UL®) Listed and Labeled/ Classified The Envirotran transformer from Eaton can be specified as UL® Listed & Labeled, and/or UL® Classified. Underwriters Laboratories (UL®) listing is a verification of the design and construction of the transformer to the ANSI® and IEEE® standards. UL® listing generally is the most efficient, cost-effective solution for complying with relevant state and local electrical codes. UL® Combination Classification/Listing is another way in which to comply with Section 450.23, 2008 NEC® requirements. This combines the UL® listed transformer with a UL® Classified Less-Flammable Liquid and complies with the use restrictions found within the liquid Classification. 8 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries K-Factor transformer With a drastic increase in the use of ferromagnetic devices, arcing devices, and electric power converters, higher frequency loads have increased significantly. This harmonic loading has the potential to generate higher heat levels within a transformer’s windings and leads by as much as 300%. Harmonic loading has the potential to induce premature failure in standard-design distribution transformers. In addition to standard UL® “K-Factor” ratings, transformers can be designed to customer-provided specifications detailing precise loading scenarios. Onsite measurements of magnitude and frequency, alongside harmonic analysis of the connected load can be performed by Eaton engineers or a third party consultant. These field measurements are used to determine exact customer needs and outline the transformer specifications. Eaton will design harmonic-resistant transformers that will be subjected to the unique harmonic loads. These units are designed to maintain normal temperature rise under harmonic, full-load conditions. Standard UL® “K-Factor” designs can result in unnecessary costs when the “next-highest” K-Factor must be selected for a calculated design factor. To save the customer these unnecessary costs, Eaton can design the transformer to the specific harmonic spectrum used in the application. Eaton’s Cooper Power series K-factor transformers are filled with mineral oil or Envirotemp™ FR3™ fluid and enjoy the added benefits of dielectric cooling such as higher efficiencies than dry-type transformers. Modulation transformer Bundled with an Outboard Modulation Unit (OMU) and a Control and Receiving Unit (CRU), a Modulation Transformer Unit (MTU) is designed to remotely achieve two way communication. The use of an MTU reduces travel time and expense versus tra- ditional meter reading performed by high voltage electricians. Additionally, with MTU it is possible to manage and evaluate energy consumption data, providing reduced metering costs and fewer ten- ant complaints. An MTU utilizes existing utility infrastructure, therefore eliminating the need to engineer and construct a dedicated communication network. Inverter/rectifier bridge Eaton complements its range of applications for transformers by offering dual winding designs. These designs are intended for connection to 12-pulse rectifier bridges. Product attributes To set us apart from other transformer manufactures, Eaton includes the following guarantees with every three-phase pad-mounted transformer. Engineered to order (ETO) Providing the customer with a well developed, cost-effective solution is the number one priority at Eaton. Using customer specifications, Eaton will work with the customer from the beginning to the end to develop a solution to fit their needs. Whether it is application specific, site specific, or a uniquely specified unit, Eaton will provide transformers with the best in class value and performance, saving the customer time and money. Made in the U.S.A. Eaton’s three-phase pad-mounted transformers are produced right here in the United States of America. Our manufacturing facilities are positioned strategically for rapid shipment of products. Furthermore, should the need arise, Eaton has a broad network of authorized service repair shops throughout the United States. Superior paint performance Protecting transformers from nature’s elements worldwide, Eaton’s E-coat system provides unrivaled transformer paint life, and exceeds IEEE Std C57.12.28™-2014 and IEEE Std C57.12.29™-2005 standards. In addition to the outside of the unit, each transformer receives a gray E-coat covering in the interior of the tank and cabinet, providing superior rust resistance and greater visibility during service. If the wide range of standard paint selections does not suit the cus- tomer’s needs, Eaton will customize the paint color to meet their requirements. Rectangular coil design Eaton utilizes a rectangular coil design. This winding technique results in a smaller overall unit footprint as well as reducing the transformer weight. The smaller unit size does not hinder the transformer performance in the least. Units have proven short circuit withstand capabilities up to 10 MVA. Testing Eaton performs routing testing on each transformer manufactured including the following tests: • Insulation Power Factor: This test verifies that vacuum processing has thoroughly dried the insulation system to required limits. • Ratio, Polarity, and Phase Relation: Assures correct winding ratios and tap voltages; checks insulation of HV and LV circuits. Checks entire insulation system to verify all live-to-ground clearances. • Resistance: This test verifies the integrity of internal high-voltage and low-voltage connections; provides data for loss upgrade calculations. • Routine Impulse Tests: The most severe test, simulating a lightning surge. Applies one reduced wave and one full wave to verify the BIL rating. • Applied Potential: Applied to both high-voltage and low-voltage windings, this test stresses the entire insulation system to verify all live-to-ground clearances. • Induced Potential: 3.46 times normal plus 1000 volts for reduced neutral designs. • Loss Test: These design verification tests are conducted to assure that guaranteed loss values are met and that test values are Figure 9. Modular transformer. 9 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries within design tolerances. Tests include no-load loss and excitation current along with impedance voltage and load loss. • Leak Test: Pressurizing the tank to 7 psig assures a complete seal, with no weld or gasket leaks, to eliminate the possibility of moisture infiltration or fluid oxidation. Design performance tests The design performance tests include the following: • Temperature Rise: Our automated heat run facility ensures that any design changes meet ANSI® and IEEE® temperature rise criteria. • Audible Sound Level: Ensures compliance with NEMA® requirements. • Lightning Impulse: To assure superior dielectric performance, this test consists of one reduced wave, two chopped waves and one full wave in sequence, precisely simulating the harshest conditions. Thomas A Edison Research and Test Facility We are constantly striving to introduce new innovations to the transformer industry, bringing you the highest quality transformer for the lowest cost. Eaton’s Cooper Power series Transformer Products are ISO 9001 compliant, emphasizing process improvement in all phases of design, manufacture, and testing. We have invested millions of dollars in the Thomas A. Edison Technical Center, our premier research facility in Franksville, Wisconsin affirming our dedication to introducing new innovations and technologies to the transformer industry. This research facility is fully available for use by our customers to utilize our advanced electrical and chemical testing labs. 10 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries 11 Catalog Data CA202003EN Effective July 2015 Three-phase pad-mounted compartmental type transformer www.eaton.com/cooperpowerseries Eaton, Cooper Power, MagneX, UltraSIL, Evolution, and Envirotran are valuable trademarks of Eaton in the U.S. and other countries. You are not permitted to use these trademarks without the prior written consent of Eaton. IEEE Std C57.12.28™-2005 and Std C57.12.29™-2005 standards are trademarks of the Institute of Electrical and Electronics Engineers, Inc., (IEEE). This publication is not endorsed or approved by the IEEE. IEEE® is a registered trademark of the Institute of Electrical and Electronics Engineers, Inc. ANSI® is a registered trademark of American National Standards Institute. National Electrical Code® and NEC® are registered trademarks of the National Fire Protection Association, Inc., Quincy, MA. Underwriters Laboratories® and UL® are registered trademarks of UL LLC. FM Approved®, FMRC, and Factory Mutual Research Corporation are trademarks of FM Global. Envirotemp™ and FR3™ are licensed trademarks of Cargill, Incorporated. Three-phase pad-mounted compartmental type transformer Eaton 1000 Eaton Boulevard Cleveland, OH 44122 United States Eaton.com Eaton’s Cooper Power Systems Division 2300 Badger Drive Waukesha, WI 53188 United States Eaton.com/cooperpowerseries © 2015 Eaton All Rights Reserved Printed in USA Publication No. CA202003EN Catalog Data CA202003EN Effective July 2015 For Eaton’s Cooper Power series three-phase transformer product information call 1-877-277-4636 or visit: www.eaton.com/cooperpowerseries. Up to 6% Using TrueCapture Smart Control System Best-in Class Software Ecosystem and Global Services 35 GW Delivered on 5 Continents 5 years in a row Global Market Share Leader (2015-18) Features and Benefits Flexible and Resilient by Design With its self-aligning module rails and vibration-proof fasteners, NX Horizon can be easily and rapidly installed. The self-powered, decentralized architecture allows each row to be commissioned in advance of site power, and is designed to withstand high winds and other adverse weather conditions. On a recent 838 megawatt project in Villanueva, Mexico, these design features allowed for the project to go online nine months ahead of schedule. TrueCapture and Bifacial Enabled Incorporating the most promising innovations in utility scale solar, NX Horizon with TrueCapture™ smart control system can add additional energy production by up to six percent. Further unlocking the advantages of independent-row architecture and the data collected from thousands of sensors across its built-in wireless network, the software continuously optimizes the tracking algorithm of each row in response to site terrain and changing weather conditions. NX Horizon can also be paired with bifacial PV module technology, which can provide even more energy harvest and performance. With bifacial technology, NX Horizon outperforms conventional tracking systems with over 1% more annual energy. Quality and Reliability from Day One Quality and reliability are designed and tested into every NX Horizon component and system across our supply chain and manufacturing operations. Nextracker is the leader in dynamic wind analysis and safety stowing, delivering major benefits in uptime and long-term durability NX Horizon is certified to UL 2703 and UL 3703 standards, underscoring Nextracker’s commitment to safety, reliability and quality. Serving as the backbone on over 35 gigawatts of solar power plants around the world, the NX Horizon™ smart solar tracker system combines best-in-class hardware and software to help EPCs and asset owners maximize performance and minimize operational costs. NX Horizon Smart Solar Tracking System nextracker.com INSTALLATION, OPERATIONS AND SERVICE PE stamped structural calculations and drawings Included Onsite training and system commissioning Included Installation requirements Simple assembly using swaged fasteners and bolted connections. No field cutting, drilling or welding. Monitoring NX Data Hub™ centralized data aggregation and monitoring Module cleaning compatibility Compatible with NX qualified cleaning systems Warranty 10-year structural, 5-year drive and control components. Codes and standards UL 3703 / UL 2703 / IEC 62817 ELECTRONICS AND CONTROLS Solar tracking method Astronomical algorithm with backtracking. TrueCapture™ upgrades available for terrain adaptive backtracking and diffuse tracking mode Control electronics NX tracker controller with inbuilt inclinometer and backup battery Communications Zigbee wireless communications to all tracker rows and weather stations via network control units (NCUs) Nighttime stow Yes Power supply SELF POWERED: NX provided 30 or 60W Smart Panel AC POWERED: Customer-provided 120-240 VAC circut GENERAL AND MECHANICAL Tracking type Horizontal single-axis, independent row. String voltage 1,500 VDC or 1,000 VDC Typical row size 78-90 modules, depending on module string length. Drive type Non-backdriving, high accuracy slew gear. Motor type 24 V brushless DC motor Array height Rotation axis elevation 1.3 to 1.8 m / 4'3" to 5'10" Ground coverage ratio (GCR)Configurable. Typical range 28-50%. Modules supported Mounting options available for virtually all utility-scale crystalline modules, First Solar Series 6 and First Solar Series 4. Bifacial features High-rise mounting rails, bearing + driveline gaps and round torque tube. Tracking range of motion Options for ±60° or ±50° Operating temperature range SELF POWERED: -30°C to 55°C (-22°F to 131°F) AC POWERED: -40°C to 55°C (-40°F to 131°F) Module configuration 1 in portrait. 3 x 1,500 V or 4 x 1,000 V strings per standard tracker. Partial length trackers available. Module attachment Self-grounding, electric tool-actuated fasteners. Materials Galvanized steel Allowable wind speed Configurable up to 225 kph (140 mph) 3-second gust Wind protection Intelligent wind stowing with symmetric dampers for maximum array stability in all wind conditions Foundations Standard W6 section foundation posts © Nextracker Inc. Contents subject to change without notice. 6200 Paseo Padre Parkway | Fremont, CA 94555 | USA | +1 510 270 2500 | nextracker.com Nextracker NX Horizon MKT-000060-C