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HomeMy WebLinkAboutSouth Main Street South Parcel ll 07.29.24SITE SITE:SOUTH MAIN STREET, EXT. GROTON, NY 12777 TM #: 31-1-12.1 LOT AREA: 58.73 AC P.W. GROSSER CONSULTING, INC. 630 Johnson Avenue. ●Suite 7 Bohemia ●NY ●11716-2618 Phone: (631) 589-6353 ●Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CLIENT DRIVEN SOLUTIONS PWGC NY GROTON II (SOUTH MAIN STREET), LLC SOUTH MAIN STREET, EXT. SOUTH PARCEL SOLAR PROJECT 4.0 MW AC GROTON, NEW YORK ENGINEER: P.W. GROSSER CONSULTING, INC. 630 JOHNSON AVENUE, SUITE 7, BOHEMIA, NY 11716 TEL: (631) 589-6353 FAX: (631) 589-8705 TOWN: TOWN OF GROTON 108 E CORTLAND STREET GROTON, NY 13073 COUNTY: TOMPKINS COUNTY 320 N TIOGA STREET ITHACA, NY 14850 TEL (607) 274-5431 PL O T D A T E / T I M E : J u l 2 9 , 2 0 2 4 - 3 : 4 0 p m B y : r v a u g h n PLANS PROJECT CONTACTS MUNICIPAL CONTACTS SITE INFORMATION SHEET INDEX CLIENT INFORMATION CLIENT: NY GROTON II (SOUTH MAIN STREET), LLC P.O. BOX 384 CALLICOON, NEW YORK 12783 COVER SHEET 1 OF 12 VICINITY MAP SCALE: 1"=2500' FOR PERMITTING PURPOSES ONLY NOT FOR CONSTRUCTION NO. SHEET TITLE 1.COVER 2.C-001 GENERAL NOTES AND LEGEND INFORMATION 3.C-100 EXISTING CONDITIONS PLAN 4.C-101 CONCEPTUAL SITE LAYOUT PLAN 5.C-200 CONCEPTUAL GRADING AND DRAINAGE PLAN 6.C-201 CONCEPTUAL EROSION AND SED. CONTROL PLAN 7.C-500 CONCEPTUAL LANDSCAPING PLAN 8.C-501 SOIL IMPACT MAP 9.C-600 GRADING PROFILE VIEWS 10.C-601 SITE DETAILS 11.C-602 EROSION AND SED. CONTROL DETAILS 12.C-603 DRAINAGE DETAILS ISSUED FOR: TOWN COMMENT RESPONSE ISSUE DATE: 07/22/2024 LAST REVISED: 07/22/2024 SCALE: 1" = 2500' 0 2500 5000 SOURCE: NEW YORK STATE GIS RESOURCES RPV 11/15/23 MTS AS NOTED INFORMATION AND LEGEND GENERAL NOTES C-001 2 BASEMAP NOTES 1.EXISTING CONDITIONS BASEMAP INFORMATION IS BASED ON LIDAR FROM NYS GIS DATA DOWNLOADED ON 11-15-23. 2.PROPOSED SOLAR DEVELOPMENT LAYOUT INFORMATION IS BASED ON CONCEPTUAL LAYOUT PLAN DEVELOPED BY MONGAUP RIVER SOLAR, SHEET TITLED "LAYOUT TECHNICAL REVIEW" AT 1":200' SCALE, DATED 04-05-24. ALL BASEMAP INFORMATION IS TO BE CONSIDERED APPROXIMATE AND IS TO BE FIELD VERIFIED BY A NEW YORK STATE LICENSED SURVEYOR PRIOR TO FINALIZING DESIGN. 3.LOT LINES BASED ON INFORMATION PROVIDED FROM NYS GIS; DOWNLOADED ON 11-15-23. WETLANDS NOTES 1.EXISTING STREAM AND WETLANDS INFORMATION IS BASED ON NYSDEC ENVIRONMENTAL RESOURCE MAPPER PUBLICLY AVAILABLE DATA AND WETLANDS DELINEATION PERFORMED BERGMANN DATED 08-29-22, DOWNLOADED ON 11-15-23. 2.ACTUAL LIMITS OF ALL STREAMS, WETLANDS AND WETLAND ADJACENT AREAS ARE TO BE FIELD VERIFIED VIA SURVEY AND WILL BE MARKED IN THE FIELD BY SURVEY MARKERS, RIBBON, FLAGS, OR EQUIVALENT PRIOR TO START OF CONSTRUCTION. 3.EFFORTS SHALL BE MADE TO MINIMIZE DISTURBANCE TO ANY STATE OR FEDERALLY REGULATED WETLANDS. UNNECESSARY REMOVAL OF VEGETATION OR DEGRADATION ALONG STREAM BANKS IS PROHIBITED. 4.ONLY HAND CLEARING SHALL BE ALLOWED IN WETLAND AREAS AS NECESSARY. MACHINE CLEARING IS PROHIBITED WITHIN WETLAND AREAS. 5.IF TEMPORARY ACCESS IS REQUIRED IN WETLAND AREAS, TEMPORARY TIMBER MATS WILL BE USED TO MINIMIZE DISTURBANCE TO UNDERLYING WETLAND SOILS. 6.STAGING OF ANY CONSTRUCTION MATERIALS OR EQUIPMENT IS PROHIBITED IN WETLAND AREAS. 7.ANY WETLAND DISTURBANCE IS TO BE RESTORED WITH APPROPRIATE WETLAND SEED MIX IN ACCORDANCE WITH NYSDOT ITEM 203.01920007 OR MOST CURRENT NYSDEC REQUIREMENTS RELATED TO WETLAND RESTORATION. COMPONENT OF THE SEED MIX MAY BE SUBSTITUTED WITH THE ENGINEER'S APPROVAL. GENERAL NOTES 1.THE INFORMATION IN THIS DRAWING SET IS CONCEPTUAL AND IS INTENDED FOR TOWN BOARD PLANNING AND DISCUSSION PURPOSES ONLY. THIS DRAWING SET IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 2.CONTRACTOR WILL BE RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS AND SITE FEATURES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND SHALL BE DOCUMENTED IN WRITING AND SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 3.CONTRACTOR WILL BE RESPONSIBLE TO LOCATE AND MARK OUT ALL EXISTING UTILITIES, INCLUDING THOSE UNDERGROUND, PRIOR TO CONSTRUCTION. ANY POTENTIAL INTERFERENCES WITH PROPOSED FEATURES SHALL BE DOCUMENTED IN WRITING AND SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 4.THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE FEATURES AND UTILITIES THAT ARE NOT DESIGNATED FOR REMOVAL. ANY SITE FEATURE, UTILITY, STREET APPURTENANCE, OR OTHER ITEM THIS IS DAMAGED BY THE CONTRACTOR OR ITS SUBCONTRACTORS DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED IN-KIND BY THE CONTRACTOR, AS DETERMINED BY THE OWNER OR ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. 5.CONTRACTOR WILL BE REQUIRED TO OBTAIN ANY ADDTIONAL PERMITS REQUIRED TO DO THE WORK OR DELIVER MATERIALS TO THE SITE THAT ARE NOT PROVIDED BY THE OWNER OR ENGINEER. ALL WORK WITHIN AN EXISTING RIGHT-OF-WAY WILL REQUIRE PERMITTING WITH RESPECTIVE OWNER, STATE OR COUNTY AGENCY, TOWN DEPARTMENT OF PUBLIC WORKS, OR HIGHWAY DEPARTMENT AS APPLICABLE. SURVEY NOTES EROSION AND SEDIMENT CONTROL NOTES 1.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (BLUE BOOK), AND LOCAL GOVERNING SOIL AND WATER CONSERVATION DISTRICT STANDARDS. THE EROSION AND SEDIMENT CONTROLS SHOWN ON THESE PLANS AND AS DESCRIBED IN THE PROJECT SWPPP REPRESENT THE MINIMUM REQUIREMENTS AND ADDITIONAL EROSION AND SEDIMENT CONTROLS MAY BE REQUIRED BASED ON CONDITIONS ENCOUNTERED IN THE FIELD. CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING PROJECT REMAINS IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS AND STANDARDS PERTAINING TO EROSION AND SEDIMENT CONTROLS. 2.EROSION AND SEDIMENT CONTROLS WILL BE INSTALLED PRIOR TO ANY EARTH DISTURBING ACTIVITIES AND WILL BE MAINTAINED FOR THE DURATION OF THE WORK, INCLUDING TEMPORARY CONSTRUCTION SWALES AND DETENTION POND WITH OUTLET STRUCTURE AND ROCK OUTLET PROTECTION. 3.CONTRACTOR WILL UTILIZE MEANS, METHODS AND SEQUENCING THAT MINIMIZE THE AMOUNT OF EARTH DISTURBANCE TO THE EXTENT PRACTICAL, AND NOT TO EXCEED MORE THAN 5.0 ACRES AT ANY GIVEN TIME. 4.CONTRACTOR SHALL PROTECT ALL ON-SITE, ADJACENT AND/OR DOWNSTREAM STORM/SANITARY SEWERS, AND/OR OTHER WATER COURSES FROM CONTAMINATION BY WATER BORNE SILTS, SEDIMENTS, FUELS, SOLVENTS, LUBRICANTS OR OTHER POLLUTANTS ORIGINATING FROM THE SITE OR WORK BEING PERFORMED. 5.CONTRACTOR WILL FOLLOW GOOD HOUSEKEEPING AND SPILL CONTROL PRACTICES DURING SITE ACTIVITIES TO MINIMIZE STORMWATER CONTAMINATION FROM CONCRETE, PETROLEUM PRODUCTS AND WASTE MATERIALS. NO WET OR FRESH CONCRETE, LEACHATE OR WASHINGS FROM EQUIPMENT SHALL BE ALLOWED TO MIGRATE INTO EXISTING STORM/SANITARY SEWERS, DITCHES OR OTHER WATERS OF NEW YORK STATE. 6.ALL EXCAVATED OR IMPORTED MATERIAL STOCKPILES SHALL BE SUITABLY STABILIZED AND SURROUNDED BY SILT FENCE TO MINIMIZE POTENTIAL FOR SEDIMENT LADEN RUNOFF DISCHARGING TO DOWNSTREAM AREAS OR DRAINAGE FEATURES. DISTURBED SOILS OR STOCKPILES THAT ARE TO BE EXPOSED FOR MORE THAN 14 CALENDAR DAYS SHALL BE TEMPORARY STABILIZED WITH SEED MIX CONSISTING OF RYEGRASS (ANNUAL OR PERENNIAL) APPLIED AT 30 LBS PER ACRES (0.7 LBS PER 1,000 SQ. FT.), OR CERTIFIED "AROOSTOOK" WINTER RYE (CEREAL RYE) APPLIED AT 100 LBS PER ACRES (2.5 LBS PER 1,000 SQ. FT.) IF SEEDING IN OCTOBER OR NOVEMBER 7.CONTRACTOR MATERIAL AND EQUIPMENT STAGING AREAS AND CONSTRUCTION ENTRANCE LOCATIONS SHALL BE COORDINATED WITH THE OWNER PRIOR TO START OF CONSTRUCTION. CONSTRUCTION ENTRANCES AS SHOWN ON THE PLANS MAY BE MODIFIED BY THE CONTRACTOR WITH PRIOR APPROVAL FROM THE OWNER AND ENGINEER. 8.ALL EXISTING OR NEWLY INSTALLED CATCH BASINS/DRAINAGE INLETS SHALL HAVE DROP INLET PROTECTION INSTALLED THROUGHOUT THE DURATION OF CONSTRUCTION TO PREVENT SEDIMENTATION FROM ENTERING THE STORM SYSTEM. CONTRACTOR SHALL MAINTAIN OR REPLACE DROP INLET PROTECTION WHEN SIGNIFICANT SEDIMENT BUILDUP IS OBSERVED OR IS NOT FUNCTIONING CORRECTLY. 9.CONTRACTOR SHALL TAKE ALL NECESSARY AND APPROPRIATE MEASURES TO MITIGATE OR PREVENT FUGITIVE DUST THROUGHOUT THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL ADHERE TO METHODS AS DESCRIBED IN THE PROJECT SWPPP. 10.COMPLETED WORK THAT IS NOT SUBJECT TO FURTHER EARTHWORK OR CONSTRUCTION ACTIVITIES SHALL BE PERMANENTLY HYDRO SEEDED IN EARLY SPRING OF FALL. GRADING NOTES 1.ALL SURVEY AND SITE STAKEOUTS FOR PROPOSED FEATURES SHALL BE PERFORMED BY A NEW YORK STATE LICENSED SURVEYOR. 2.CONTRACTOR WILL BE RESPONSIBLE TO LOCATE, MARK AND PROTECT ALL EXISTING SURVEY, PROPERTY, AND RIGHT-OF-WAY MARKERS FOR THE SITE. ANY MARKERS, PINS, MONUMENTS OR OTHER FEATURES DEFINING PROPERTY LIMITS THAT MAY BE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE PROPERLY TIED AND RESET BY A NEW YORK STATE LICENSED SURVEYOR UPON COMPLETION OF THE WORK. 3.THE HORIZONTAL DATUM IS NAD83 NEW YORK STATE PLANE COORDINATE SYSTEM, (US FT). 4.THE VERTICAL DATUM IS NAVD88. TOPOGRAPHIC FEATURES 1320 DRAINAGE ELEMENTS SITE FEATURES PP 1.CONCEPTUAL GRADING DESIGN SHOWN IN THESE PLANS IS BASED ON NYS LIDAR INFORMATION PROVIDED TO PWGC BY PACKER ASSOCIATES, INC. AND IS TO BE CONSIDERED APPROXIMATE AND CONCEPTUAL, AND FOR DISCUSSION PURPOSES ONLY. GRADING DESIGN IS SUBJECT TO CHANGE BASED ON FURTHER SITE INVESTIGATIONS AND ANALYSIS. 2.ADDITIONAL SITE GEOTECHNICAL ANALYSIS IS REQUIRED TO VERIFY GRADING CONSTRAINTS AND FEASIBILITY. 3.GRADING SHALL PERFORMED IN ACCORDANCE WITH ALL APPLICABLE STATE AND OSHA REQUIREMENTS. THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF OSHA, AND ANY OTHER AGENCY HAVING JURISDICTION WITH REGARD TO SAFETY PRECAUTIONS WITH TRENCHING OR EXCAVATION AND GRADING OPERATIONS. THE REQUIREMENTS SET FORTH HEREIN ARE INTENDED TO SUPPLEMENT REQUIREMENTS ESTABLISHED BY THESE AGENCIES. IN THE CASE OF A CONFLICT BETWEEN REQUIREMENTS OF OTHER JURISDICTIONAL AGENCIES AND THESE DOCUMENTS, THE MORE STRINGENT REQUIREMENT ON THE CONTRACTOR SHALL APPLY. 4.VOIDS LEFT BY UTILITY OR STRUCTURE EXCAVATIONS, OR GRUBBING OPERATIONS SHALL BE BACKFILLED AND PROPERLY COMPACTED WITH STRUCTURAL FILL (NYSDOT ITEM 304.12 OR EQUIVALENT) IN AREAS UNDER AND WITHIN 5 FEET HORIZONTALLY OF ALL STRUCTURES, AND PAVEMENTS. IN GRASSED AREAS, VOIDS LEFT SHALL BE FILLED AND PROPERLY COMPACTED WITH SUITABLE ON-SITE BACKFILL AS APPROVED BY THE ENGINEER. 5.THE CONTRACTOR SHALL DEWATER ALL EXCAVATIONS TO PREVENT THE INTRODUCTION OF GROUNDWATER OR PONDED WATER INTO THE TRENCHES/EXCAVATIONS AND WILL PROVIDE ALL EQUIPMENT NECESSARY TO MAINTAIN THE WATER AS NECESSARY. DEWATERING SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SWPPP. 6.UNLESS OTHERWISE DIRECTED, THE CONTRACTOR SHALL PLACE AT MINIMUM 6 INCHES OF CLEAN TOPSOIL IN ALL DISTURBED AND NEWLY GRADED AREAS PRIOR TO SEEDING. TM # :31.-1-12.1 EXISTING ZONING:RURAL AGRICULTURAL LOT AREA: 58.73 ACRES PROPOSED USE:LARGE SCALE SOLAR REQUIRED PROPOSED LOT SIZE 5 AC.58.73 AC. MAX. LOT COVERAGE 75%30% MAX. HEIGHT 20' 15' PROPERTY SETBACK (FRONT ℄ ROAD)150'835' PROPERTY SETBACK (SIDE/BACK)75'75' ZONING ANALYSIS EROSION AND SEDIMENT CONTROL DC LEGEND FO R P E R M I T T I N G PUR P O S E S O N L Y NOT F O R C O N S T R U C T I O N Drawing Number: Sheet of PWGC Project Number: Title of Drawing: Client: Regulatory Reference Number: County Tax Map Number: Number Revision Description Revision Date Project: Project Address: Unauthorized alteration or addition to this drawing and related documents is a violation of Section 7209 of the New York State Education Law CONSULTANTS Approved By Drawn By Designed By Scale Date Created Date Submitted PW G C F I L E N A M E : J : \ P r o j e c t s A - D \ D R S \ 2 3 1 4 - S o u t h M a i n S t r e e t S o u t h P a r c e l \ C A D \ S o u t h M a i n S t r e e t S o u t h P a r c e l 0 7 . 2 6 . 2 4 . d w g ( C - 0 0 1 ) PL O T D A T E / T I M E : J u l 2 9 , 2 0 2 4 - 3 : 4 0 p m B y : r v a u g h n Contract Number: 1 2 3 4 5 6 7 630 Johnson Avenue. ●Suite 7 Bohemia ●NY ●11716-2618 Phone: (631) 589-6353 ●Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CLIENT DRIVEN SOLUTIONS PWGC P.W. GROSSER CONSULTING INC. NY GROTON II (SOUTH MAIN STREET), LLC P.O. BOX 384 CALLICOON, NEW YORK 12783 SOUTH MAIN STREET, EXT. SOUTH PARCEL SOLAR FARM CONCEPTUAL PLAN SOUTH MAIN STREET TOWN OF GROTON TOMPKINS COUNTY, NEW YORK 31-1-12.1 --- --- 12 DRS2314 CLIENT REVIEW 2023-11-29 TOWN SUBMISSION 2024-01-29 TOWN SUBMISSION 2024-04-18 TOWN COMMENT RESPONSE 2024-05-28 TOWN COMMENT RESPONSE 2024-07-22 SOLAR MODULE NOTES MANUFACTURER:HANWHA MODEL:Q.PEAK DUO XL-G11.3 / BFG MODULE OUTPUT POWER:585 WP STRING SIZE:24 NUMBER OF STRINGS:350 MODULE QUANTITY:8,400 PV SYSTEM OUTPUT 4,914.00 KWP DC NOTES: 1.SOLAR PANELS TO BE INSTALLED BY A QUALIFIED SOLAR INSTALLER AND SHALL BE BUILT, OPERATED AND MAINTAINED TO ACCEPTABLE INDUSTRY STANDARDS INCLUDING BUT NOT LIMITED TO THE MOST RECENT, APPLICABLE STANDARDS OF THE INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS ("IEEE") AND THE AMERICAN NATIONAL STANDARDS INSTITUTE. EXISTING CONCEPTUAL NOTES EARTHWORK CALCULATIONS TOTAL CUT: 66,086 CY TOTAL FILL: 66,313 CY NET CUT/FILL: -227 CY NOTE: 1.NO SHRINK/SWELL MULTIPLIER WAS APPLIED TO THE TOTAL CUT AND FILL VALUES. JOSEPH C MILLER TM#: 31.-1-12.212 JAMES R YOUNG TM#: 26.-1-25.22 JOSEPH C MILLER TM#: 31.-1-12.211 GENEVIEVE VANBENSCHOTEN TM#: 31.-1-13.2 DOUGLAS VANBENSCHOTEN TM#: 31.-1-19.4 SAMUEL P SWEENEY III 31.-1-19.2 DOUGLAS VANBENSCHOTEN TM#: 31.-1-19.6 SAMUEL P SWEENEY III 31.-1-19.51 JOHN YOUNG TM#: 31.-1-12.1 F&M LAND LLC TM#: 26.-1-24.1 S O U T H M A I N S T R E E T E X T . FREDRIC JAY PORTZLINE TM#: 31.-1-7.1 FREDRIC JAY PORTZLINE TM#: 31.-1-7.1 ROBERT J COSTA TM#: 31.-1-9 DARCY L WYLLIE TM#: 31.-1-20 JOSEPH C MILLER TM#: 31.-1-12.22 APPROXIMATE LIMITS OF DISTURBANCE, ±21.38 AC. APPROXIMATE LIMITS OF TREE CUTTING, ±6.13 AC. PROPERTY LINE EXISTING OVERHEAD ELECTRIC EXISTING STREAM EXISTING FARMLAND EXISTING WOODED AREA POTENTIAL WETLANDS, TYP. EXISTING NATIONAL WETLANDS BgC BtF PhB HdC PhB BgC HdC HdD Ab HdD LaB LaB EXISTING SOIL TYPE BOUNDARY, TYP. SOIL CLASSIFICATION, TYP. PhB BgC RPV 11/15/23 MTS 1" = 100' PLAN CONDITIONS EXISTING C-100 3 SCALE: 1" = 100' 0 100 200 FO R P E R M I T T I N G PUR P O S E S O N L Y NOT F O R C O N S T R U C T I O N Drawing Number: Sheet of PWGC Project Number: Title of Drawing: Client: Regulatory Reference Number: County Tax Map Number: Number Revision Description Revision Date Project: Project Address: Unauthorized alteration or addition to this drawing and related documents is a violation of Section 7209 of the New York State Education Law CONSULTANTS Approved By Drawn By Designed By Scale Date Created Date Submitted PW G C F I L E N A M E : J : \ P r o j e c t s A - D \ D R S \ 2 3 1 4 - S o u t h M a i n S t r e e t S o u t h P a r c e l \ C A D \ S o u t h M a i n S t r e e t S o u t h P a r c e l 0 7 . 2 6 . 2 4 . d w g ( C - 1 0 0 ) PL O T D A T E / T I M E : J u l 2 9 , 2 0 2 4 - 3 : 4 0 p m B y : r v a u g h n Contract Number: 1 2 3 4 5 6 7 630 Johnson Avenue. ●Suite 7 Bohemia ●NY ●11716-2618 Phone: (631) 589-6353 ●Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CLIENT DRIVEN SOLUTIONS PWGC P.W. GROSSER CONSULTING INC. NY GROTON II (SOUTH MAIN STREET), LLC P.O. BOX 384 CALLICOON, NEW YORK 12783 SOUTH MAIN STREET, EXT. SOUTH PARCEL SOLAR FARM CONCEPTUAL PLAN SOUTH MAIN STREET TOWN OF GROTON TOMPKINS COUNTY, NEW YORK 31-1-12.1 --- --- 12 DRS2314 CLIENT REVIEW 2023-11-29 TOWN SUBMISSION 2024-01-29 TOWN SUBMISSION 2024-04-18 TOWN COMMENT RESPONSE 2024-05-28 TOWN COMMENT RESPONSE 2024-07-22 JOSEPH C MILLER TM#: 31.-1-12.212 JAMES R YOUNG TM#: 26.-1-25.22 JOSEPH C MILLER TM#: 31.-1-12.211 GENEVIEVE VANBENSCHOTEN TM#: 31.-1-13.2 DOUGLAS VANBENSCHOTEN TM#: 31.-1-19.4 SAMUEL P SWEENEY III 31.-1-19.2 DOUGLAS VANBENSCHOTEN TM#: 31.-1-19.6 SAMUEL P SWEENEY III 31.-1-19.51 JOHN YOUNG TM#: 31.-1-12.1 F&M LAND LLC TM#: 26.-1-24.1 S O U T H M A I N S T R E E T E X T . FREDRIC JAY PORTZLINE TM#: 31.-1-7.1 FREDRIC JAY PORTZLINE TM#: 31.-1-7.1 ROBERT J COSTA TM#: 31.-1-9 DARCY L WYLLIE TM#: 31.-1-20 75.0' 75.0' 75.0' 150.0' 21.0' 75.0' JOSEPH C MILLER TM#: 31.-1-12.22 835.0' CUSTOMER PROVIDED POLE: CUSTOMER AC MANUAL DISCONNECT SWITCH GANG OPERATED WITH VISIBLE BREAK CUSTOMER CUT-OUT FUSES PCC (POINT OF COMMON COUPLING) CUSTOMER PROVIDED POLE: UTILITY PRIMARY METER 4.4 MVA AC INVERTER PAD, SEE DETAIL SHEET C-600 CUSTOMER TRANSFORMER 4.4 MVA PANEL MANUFACTURER: HANWHA NUMBER OF MODULES: 8,400 MODULE MODEL Q.PEAK DUO XL-G11.3 / BFG WP 585 INVERTER MANUFACTURER: SUNGROW MODEL: SG 4400 UD-MV NUMBER OF INVERTERS: 1 SIZE OF EACH INVERTER: 4,400 KVA CONNECTION CABLE SECTION: 3 - 1/C # 2/0 AWG WITH 100% CONCENTRIC NEUTRAL 35 KV UNDERGROUND LENGTH: 1,334.03 FT/PHASE CABLE 34.5 KV 3PH OVERHEAD: COMPANY NYSEG SUBSTATION PERUVILLE TAP NUMBER OF PHASES 3 CIRCUIT NAME 4303701 UTILITY PROVIDED POLE: UTILITY RECLOSER UTILITY RECLOSER AUX. TRANSFORMER AAAC/ACSR 4 -1 1/C #250 KCMIL OVERHEAD LENGTH 310.30 FT/PHASE CABLE PRESUMED POI LOCATION PROPOSED SEEDING AREA. SEE LANDSCAPING PLAN SHEET C-500 PROPOSED 8' TALL DEER FENCE, TYP. SEE DETAIL SHEET C-600 PROPOSED CRUSHED STONE ACCESS ROAD SEE DETAIL SHEET C-600 PERMANENT STREAM CROSSING APPROX. LOCATION OF PROPOSED RAIN GARDEN, TYP. 7, SEE GRADING AND DRAINAGE PLAN SHEET C-200 ZONING SETBACK, TYP. NOTE: IT IS NECESSARY TO REQUEST THE UTILITY TO UPGRADE EXISTING 1PH LINE TO 3PH LINE AND EXTEND THE LINE TO THE NEW POI. PROPOSED APPROXIMATE LOCATION OF STAGING AREA PROPOSED CYPRESS LEYLAND VISUAL SCREENING, TYP. 21 CUSTOMER PROVIDED RISER POLE: CUSTOMER RECLOSURE RPV 11/15/23 MTS 1" = 100' PLAN SITE LAYOUT CONCEPTUAL C-101 4 Drawing Number: Sheet of PWGC Project Number: Title of Drawing: Client: Regulatory Reference Number: County Tax Map Number: Number Revision Description Revision Date Project: Project Address: Unauthorized alteration or addition to this drawing and related documents is a violation of Section 7209 of the New York State Education Law CONSULTANTS Approved By Drawn By Designed By Scale Date Created Date Submitted PW G C F I L E N A M E : J : \ P r o j e c t s A - D \ D R S \ 2 3 1 4 - S o u t h M a i n S t r e e t S o u t h P a r c e l \ C A D \ S o u t h M a i n S t r e e t S o u t h P a r c e l 0 7 . 2 6 . 2 4 . d w g ( C - 1 0 1 ) PL O T D A T E / T I M E : J u l 2 9 , 2 0 2 4 - 3 : 4 0 p m B y : r v a u g h n Contract Number: 1 2 3 4 5 6 7 630 Johnson Avenue. ●Suite 7 Bohemia ●NY ●11716-2618 Phone: (631) 589-6353 ●Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CLIENT DRIVEN SOLUTIONS PWGC P.W. GROSSER CONSULTING INC. NY GROTON II (SOUTH MAIN STREET), LLC P.O. BOX 384 CALLICOON, NEW YORK 12783 SOUTH MAIN STREET, EXT. SOUTH PARCEL SOLAR FARM CONCEPTUAL PLAN SOUTH MAIN STREET TOWN OF GROTON TOMPKINS COUNTY, NEW YORK 31-1-12.1 --- --- 12 DRS2314 CLIENT REVIEW 2023-11-29 TOWN SUBMISSION 2024-01-29 TOWN SUBMISSION 2024-04-18 TOWN COMMENT RESPONSE 2024-05-28 TOWN COMMENT RESPONSE 2024-07-22 SYSTEM SUMMARY MODULE: MANUFACTURER: HANWHA MODEL: Q.PEAK DUO XL-G11.3/BFG MODULE OUTPUT POWER: 585 WP STRING SIZE: 24 NUMBER OF STRINGS: 350 MODULE QUANTITY: 8,400 PV SYSTEM OUTPUT: 4,914.00 KWP DC COMBINER BOX: CB QTY/INPUTS (QTY/INP): 25 CBs (6 INPUTS) 5 CBs (5 INPUTS) INVERTER: MANUFACTURER: SUNGROW MODEL: SG 4400 UD-MV QUANTITY/RATING: 1 / 4,400 KVA PV SYSTEM OUTPUT: 4,400 KVA AC DC SYSTEM VOLTAGE: 1,500 V MV INTERCONNECTION: TRANSFORMER QTY/RATING: 1 / 4,400 KVA INTERCON. VOLTAGE: 34.5 KV RACKING: MANUFACTURER: TBD CONFIGURATION: 2 MODULE POTRAIT TILT: 25° AZIMUTH: 180° SCALE: 1" = 100' 0 100 200 JOSEPH C MILLER TM#: 31.-1-12.212 JAMES R YOUNG TM#: 26.-1-25.22 JOSEPH C MILLER TM#: 31.-1-12.211 GENEVIEVE VANBENSCHOTEN TM#: 31.-1-13.2 DOUGLAS VANBENSCHOTEN TM#: 31.-1-19.4 SAMUEL P SWEENEY III 31.-1-19.2 DOUGLAS VANBENSCHOTEN TM#: 31.-1-19.6 SAMUEL P SWEENEY III 31.-1-19.51 JOHN YOUNG TM#: 31.-1-12.1 F&M LAND LLC TM#: 26.-1-24.1 S O U T H M A I N S T R E E T E X T . FREDRIC JAY PORTZLINE TM#: 31.-1-7.1 FREDRIC JAY PORTZLINE TM#: 31.-1-7.1 ROBERT J COSTA TM#: 31.-1-9 DARCY L WYLLIE TM#: 31.-1-20 JOSEPH C MILLER TM#: 31.-1-12.22 11 0 0 1 0 6 0 1050 1 0 7 0 1 0 8 0 10 9 0 110 0 111 0 11 2 0 1120 1100 111 0 109 0 10 8 0 10 7 0 1 0 6 0 1 0 5 0 1 0 5 0 1070 1080 1090 1100 1110 1120 1130 110 0 10 5 0 1 0 9 0 11 0 0 1090 1080 1070 1 0 8 0 1080 1 0 5 0 1060 10 7 0 10 5 0 PROPOSED GRADING PROPOSED RAIN GARDEN, 1,975 SF x 2 FT DEEP, MIN. 33% SLOPE ON ALL SIDES, APPROX. 0.058 AC.-FT PROPOSED WATER BARS OR EQUIVALENT, TYP. EVERY 125' SEE DETAIL SHEET C-601 PROPOSED RAIN GARDEN, 2,800 SF x 2 FT DEEP, MIN. 33% SLOPE ON ALL SIDES, APPROX. 0.079 AC.-FT PROPOSED RAIN GARDEN, 3100 SF x 4 FT DEEP, MIN. 33% SLOPE ON ALL SIDES, APPROX. 0.152 AC.-FT PROPOSED RAIN GARDEN, 10 FT WIDE x 1 FT DEEP, MIN. 33% SLOPE ON ALL SIDES, TYP. 3 PROFILE 1, SEE DETAIL SHEET C-600 PROFILE 2, SEE DETAIL SHEET C-600 PROFILE 3, SEE DETAIL SHEET C-600 PROPOSED RAIN GARDEN, 1,295 SF x 2 FT DEEP, MIN. 33% SLOPE ON ALL SIDES, APPROX. 0.034 AC.-FT 1 0 8 0 10 9 0 1 1 0 0 1 0 7 0 1060 1 0 5 0 PROPOSED FRENCH DRAIN SEE DETAIL SHEET C-603 PROPOSED CULVERT, SEE DETAIL SHEET C-603 PROPOSED RAIN GARDEN RPV 11/15/23 MTS 1" = 100' DRAINAGE PLAN GRADING AND CONCEPTUAL C-200 5 FO R P E R M I T T I N G PUR P O S E S O N L Y NOT F O R C O N S T R U C T I O N Drawing Number: Sheet of PWGC Project Number: Title of Drawing: Client: Regulatory Reference Number: County Tax Map Number: Number Revision Description Revision Date Project: Project Address: Unauthorized alteration or addition to this drawing and related documents is a violation of Section 7209 of the New York State Education Law CONSULTANTS Approved By Drawn By Designed By Scale Date Created Date Submitted PW G C F I L E N A M E : J : \ P r o j e c t s A - D \ D R S \ 2 3 1 4 - S o u t h M a i n S t r e e t S o u t h P a r c e l \ C A D \ S o u t h M a i n S t r e e t S o u t h P a r c e l 0 7 . 2 6 . 2 4 . d w g ( C - 2 0 0 ) PL O T D A T E / T I M E : J u l 2 9 , 2 0 2 4 - 3 : 4 0 p m B y : r v a u g h n Contract Number: 1 2 3 4 5 6 7 630 Johnson Avenue. ●Suite 7 Bohemia ●NY ●11716-2618 Phone: (631) 589-6353 ●Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CLIENT DRIVEN SOLUTIONS PWGC P.W. GROSSER CONSULTING INC. NY GROTON II (SOUTH MAIN STREET), LLC P.O. BOX 384 CALLICOON, NEW YORK 12783 SOUTH MAIN STREET, EXT. SOUTH PARCEL SOLAR FARM CONCEPTUAL PLAN SOUTH MAIN STREET TOWN OF GROTON TOMPKINS COUNTY, NEW YORK 31-1-12.1 --- --- 12 DRS2314 CLIENT REVIEW 2023-11-29 TOWN SUBMISSION 2024-01-29 TOWN SUBMISSION 2024-04-18 TOWN COMMENT RESPONSE 2024-05-28 TOWN COMMENT RESPONSE 2024-07-22 SCALE: 1" = 100' 0 100 200 NOTE: THE PROPOSED GRADING SHOWN HAS A MAX CUT OF 14.6' BGS. BEDROCK HAS BEEN ENCOUNTERED IN ONE TEST PIT PERFORMED WITHIN THE PROJECT AREA. ALL TEST PITS WERE COMPLETED 10' BGS. NO CUT HAS BEEN PROPOSED IN LOCATIONS WITH SHALLOW BEDROCK. JOSEPH C MILLER TM#: 31.-1-12.212 JAMES R YOUNG TM#: 26.-1-25.22 JOSEPH C MILLER TM#: 31.-1-12.211 GENEVIEVE VANBENSCHOTEN TM#: 31.-1-13.2 DOUGLAS VANBENSCHOTEN TM#: 31.-1-19.4 SAMUEL P SWEENEY III 31.-1-19.2 DOUGLAS VANBENSCHOTEN TM#: 31.-1-19.6 SAMUEL P SWEENEY III 31.-1-19.51 JOHN YOUNG TM#: 31.-1-12.1 F&M LAND LLC TM#: 26.-1-24.1 S O U T H M A I N S T R E E T E X T . DC FREDRIC JAY PORTZLINE TM#: 31.-1-7.1 FREDRIC JAY PORTZLINE TM#: 31.-1-7.1 ROBERT J COSTA TM#: 31.-1-9 DARCY L WYLLIE TM#: 31.-1-20 JOSEPH C MILLER TM#: 31.-1-12.22 IMPLEMENT DUST CONTROL AS NECESSARY LAND GRADING ACTIVITIES, TYP. APPROXIMATE LOCATION OF STOCKPILES, TYP. SEE DETAIL SHEET C-601 PROPOSED STABILIZED CONSTRUCTION ENTRANCE, SEE DETAIL SHEET C-601 PROPOSED SILT FENCING SEE DETAIL SHEET C-601 PROPOSED RAIN GARDEN, TYP. UNDISTURBED RIPARIAN BUFFER (NATIVE VEGETATION) MIN 40' SETBACK FROM WATERCOURSE PROPOSED WATER BAR, OR EQUIVALENT TYP EVERY 125' SEE DETAIL SHEET C-601 RPV 11/15/23 MTS 1" = 100' CONTROL PLAN EROSION AND SED. CONCEPUTAL C-201 6 FO R P E R M I T T I N G PUR P O S E S O N L Y NOT F O R C O N S T R U C T I O N Drawing Number: Sheet of PWGC Project Number: Title of Drawing: Client: Regulatory Reference Number: County Tax Map Number: Number Revision Description Revision Date Project: Project Address: Unauthorized alteration or addition to this drawing and related documents is a violation of Section 7209 of the New York State Education Law CONSULTANTS Approved By Drawn By Designed By Scale Date Created Date Submitted PW G C F I L E N A M E : J : \ P r o j e c t s A - D \ D R S \ 2 3 1 4 - S o u t h M a i n S t r e e t S o u t h P a r c e l \ C A D \ S o u t h M a i n S t r e e t S o u t h P a r c e l 0 7 . 2 6 . 2 4 . d w g ( C - 2 0 1 ) PL O T D A T E / T I M E : J u l 2 9 , 2 0 2 4 - 3 : 4 0 p m B y : r v a u g h n Contract Number: 1 2 3 4 5 6 7 630 Johnson Avenue. ●Suite 7 Bohemia ●NY ●11716-2618 Phone: (631) 589-6353 ●Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CLIENT DRIVEN SOLUTIONS PWGC P.W. GROSSER CONSULTING INC. NY GROTON II (SOUTH MAIN STREET), LLC P.O. BOX 384 CALLICOON, NEW YORK 12783 SOUTH MAIN STREET, EXT. SOUTH PARCEL SOLAR FARM CONCEPTUAL PLAN SOUTH MAIN STREET TOWN OF GROTON TOMPKINS COUNTY, NEW YORK 31-1-12.1 --- --- 12 DRS2314 CLIENT REVIEW 2023-11-29 TOWN SUBMISSION 2024-01-29 TOWN SUBMISSION 2024-04-18 TOWN COMMENT RESPONSE 2024-05-28 TOWN COMMENT RESPONSE 2024-07-22 SCALE: 1" = 100' 0 100 200 JOSEPH C MILLER TM#: 31.-1-12.212 JAMES R YOUNG TM#: 26.-1-25.22 JOSEPH C MILLER TM#: 31.-1-12.211 GENEVIEVE VANBENSCHOTEN TM#: 31.-1-13.2 DOUGLAS VANBENSCHOTEN TM#: 31.-1-19.4 SAMUEL P SWEENEY III 31.-1-19.2 DOUGLAS VANBENSCHOTEN TM#: 31.-1-19.6 SAMUEL P SWEENEY III 31.-1-19.51 JOHN YOUNG TM#: 31.-1-12.1 F&M LAND LLC TM#: 26.-1-24.1 S O U T H M A I N S T R E E T E X T . FREDRIC JAY PORTZLINE TM#: 31.-1-7.1 FREDRIC JAY PORTZLINE TM#: 31.-1-7.1 ROBERT J COSTA TM#: 31.-1-9 DARCY L WYLLIE TM#: 31.-1-20 JOSEPH C MILLER TM#: 31.-1-12.22 PROPOSED VEGETATION VISUAL SCREENING TYP. 21, SEE PLANTING DETAIL SHEET C-601 PROPOSED SEEDING AREA, ±20.66 AC. 3' SOLAR POLLINATOR MIX, SEE SEEDING SPECIFICATION SHEET C-601 RAIN GARDENS TO BE SEEDED WITH ERNST RAIN GARDEN MIX OR ENGINEER APPROVED EQUIVALENT.RPV 11/15/23 MTS 1" = 100' PLAN LANDSCAPING CONCEPTUAL C-500 7 FO R P E R M I T T I N G PUR P O S E S O N L Y NOT F O R C O N S T R U C T I O N Drawing Number: Sheet of PWGC Project Number: Title of Drawing: Client: Regulatory Reference Number: County Tax Map Number: Number Revision Description Revision Date Project: Project Address: Unauthorized alteration or addition to this drawing and related documents is a violation of Section 7209 of the New York State Education Law CONSULTANTS Approved By Drawn By Designed By Scale Date Created Date Submitted PW G C F I L E N A M E : J : \ P r o j e c t s A - D \ D R S \ 2 3 1 4 - S o u t h M a i n S t r e e t S o u t h P a r c e l \ C A D \ S o u t h M a i n S t r e e t S o u t h P a r c e l 0 7 . 2 6 . 2 4 . d w g ( C - 5 0 0 ) PL O T D A T E / T I M E : J u l 2 9 , 2 0 2 4 - 3 : 4 1 p m B y : r v a u g h n Contract Number: 1 2 3 4 5 6 7 630 Johnson Avenue. ●Suite 7 Bohemia ●NY ●11716-2618 Phone: (631) 589-6353 ●Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CLIENT DRIVEN SOLUTIONS PWGC P.W. GROSSER CONSULTING INC. NY GROTON II (SOUTH MAIN STREET), LLC P.O. BOX 384 CALLICOON, NEW YORK 12783 SOUTH MAIN STREET, EXT. SOUTH PARCEL SOLAR FARM CONCEPTUAL PLAN SOUTH MAIN STREET TOWN OF GROTON TOMPKINS COUNTY, NEW YORK 31-1-12.1 --- --- 12 DRS2314 CLIENT REVIEW 2023-11-29 TOWN SUBMISSION 2024-01-29 TOWN SUBMISSION 2024-04-18 TOWN COMMENT RESPONSE 2024-05-28 TOWN COMMENT RESPONSE 2024-07-22 SCALE: 1" = 100' 0 100 200 JOSEPH C MILLER TM#: 31.-1-12.212 JAMES R YOUNG TM#: 26.-1-25.22 JOSEPH C MILLER TM#: 31.-1-12.211 GENEVIEVE VANBENSCHOTEN TM#: 31.-1-13.2 DOUGLAS VANBENSCHOTEN TM#: 31.-1-19.4 SAMUEL P SWEENEY III 31.-1-19.2 DOUGLAS VANBENSCHOTEN TM#: 31.-1-19.6 SAMUEL P SWEENEY III 31.-1-19.51 JOHN YOUNG TM#: 31.-1-12.1 F&M LAND LLC TM#: 26.-1-24.1 S O U T H M A I N S T R E E T E X T . FREDRIC JAY PORTZLINE TM#: 31.-1-7.1 FREDRIC JAY PORTZLINE TM#: 31.-1-7.1 ROBERT J COSTA TM#: 31.-1-9 DARCY L WYLLIE TM#: 31.-1-20 JOSEPH C MILLER TM#: 31.-1-12.22 CUSTOMER PROVIDED POLE: CUSTOMER AC MANUAL DISCONNECT SWITCH GANG OPERATED WITH VISIBLE BREAK CUSTOMER CUT-OUT FUSES PCC (POINT OF COMMON COUPLING) CUSTOMER PROVIDED POLE: UTILITY PRIMARY METER 4.4 MVA AC INVERTER PAD, SEE DETAIL SHEET C-600 CUSTOMER TRANSFORMER 4.4 MVA INVERTER MANUFACTURER: SUNGROW MODEL: SG 4400 UD-MV NUMBER OF INVERTERS: 1 SIZE OF EACH INVERTER: 4,400 KVA CONNECTION CABLE SECTION: 3 - 1/C # 2/0 AWG WITH 100% CONCENTRIC NEUTRAL 35 KV UNDERGROUND LENGTH: 1,334.03 FT/PHASE CABLE 34.5 KV 3PH OVERHEAD: COMPANY NYSEG SUBSTATION PERUVILLE TAP NUMBER OF PHASES 3 CIRCUIT NAME 4303701 UTILITY PROVIDED POLE: UTILITY RECLOSER UTILITY RECLOSER AUX. TRANSFORMER AAAC/ACSR 4 -1 1/C #250 KCMIL OVERHEAD LENGTH 310.30 FT/PHASE CABLE PRESUMED POI LOCATION PROPOSED 8' TALL DEER FENCE, TYP. SEE DETAIL SHEET C-600 PROPOSED CRUSHED STONE ACCESS ROAD SEE DETAIL SHEET C-600 PERMANENT STREAM CROSSING APPROX. LOCATION OF PROPOSED RAIN GARDEN, SEE GRADING AND DRAINAGE PLAN SHEET C-200 ZONING SETBACK, TYP. NOTE: IT IS NECESSARY TO REQUEST THE UTILITY TO UPGRADE EXISTING 1PH LINE TO 3PH LINE AND EXTEND THE LINE TO THE NEW POI. PROPOSED APPROXIMATE LOCATION OF STAGING AREA PROPOSED CYPRESS LEYLAND VISUAL SCREENING, TYP. 21 CUSTOMER PROVIDED RISER POLE: CUSTOMER RECLOSURE RPV 11/15/23 MTS 1" = 100' IMPACT MAP PRIME SOILS C-501 8 Drawing Number: Sheet of PWGC Project Number: Title of Drawing: Client: Regulatory Reference Number: County Tax Map Number: Number Revision Description Revision Date Project: Project Address: Unauthorized alteration or addition to this drawing and related documents is a violation of Section 7209 of the New York State Education Law CONSULTANTS Approved By Drawn By Designed By Scale Date Created Date Submitted PW G C F I L E N A M E : J : \ P r o j e c t s A - D \ D R S \ 2 3 1 4 - S o u t h M a i n S t r e e t S o u t h P a r c e l \ C A D \ S o u t h M a i n S t r e e t S o u t h P a r c e l 0 7 . 2 6 . 2 4 . d w g ( C - 5 0 1 ) PL O T D A T E / T I M E : J u l 2 9 , 2 0 2 4 - 3 : 4 1 p m B y : r v a u g h n Contract Number: 1 2 3 4 5 6 7 630 Johnson Avenue. ●Suite 7 Bohemia ●NY ●11716-2618 Phone: (631) 589-6353 ●Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CLIENT DRIVEN SOLUTIONS PWGC P.W. GROSSER CONSULTING INC. NY GROTON II (SOUTH MAIN STREET), LLC P.O. BOX 384 CALLICOON, NEW YORK 12783 SOUTH MAIN STREET, EXT. SOUTH PARCEL SOLAR FARM CONCEPTUAL PLAN SOUTH MAIN STREET TOWN OF GROTON TOMPKINS COUNTY, NEW YORK 31-1-12.1 --- --- 12 DRS2314 CLIENT REVIEW 2023-11-29 TOWN SUBMISSION 2024-01-29 TOWN SUBMISSION 2024-04-18 TOWN COMMENT RESPONSE 2024-05-28 TOWN COMMENT RESPONSE 2024-07-22 SCALE: 1" = 100' 0 100 200 SOIL GROUPS TABLE SOIL GROUP NUMBER AREA SOIL TYPE 1 0 AC. SOIL TYPE 2 3.78± AC. SOIL TYPE 3 0.9± AC. SOIL TYPE 4 0 AC. FARMLAND DISTURBANCE TABLE FARMLAND CLASSIFICATION EARTHWORK DISTURBANCE AREA PERMANENT DISTURBANCE AREA PROJECT FOOTPRINT AREA PRIME FARMLAND 3.78 AC.3.78 AC.3.78 AC. PRIME FARMLAND IF DRAINED 0 AC.0 AC.0 AC. NOT PRIME FARMLAND 16.7 AC.16.7 AC.16.7 AC. FARMLAND OF STATEWIDE IMPORTANCE 0.90 AC.0.90 AC.0.90 AC. TOTAL DISTUBRANCE 21.38 AC.21.38 AC.21.38 AC. Landscaping Plan SOIL TYPE 2, PRIME FARMLAND SOIL TYPE 3, FARMLAND OF STATEWIDE IMPORTANCE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE RPV 11/15/23 MTS 1" = 100' VIEWS GRADING PROFILE C-600 9 FO R P E R M I T T I N G PUR P O S E S O N L Y NOT F O R C O N S T R U C T I O N Drawing Number: Sheet of PWGC Project Number: Title of Drawing: Client: Regulatory Reference Number: County Tax Map Number: Number Revision Description Revision Date Project: Project Address: Unauthorized alteration or addition to this drawing and related documents is a violation of Section 7209 of the New York State Education Law CONSULTANTS Approved By Drawn By Designed By Scale Date Created Date Submitted PW G C F I L E N A M E : J : \ P r o j e c t s A - D \ D R S \ 2 3 1 4 - S o u t h M a i n S t r e e t S o u t h P a r c e l \ C A D \ S o u t h M a i n S t r e e t S o u t h P a r c e l 0 7 . 2 6 . 2 4 . d w g ( C - 6 0 0 ) PL O T D A T E / T I M E : J u l 2 9 , 2 0 2 4 - 3 : 4 1 p m B y : r v a u g h n Contract Number: 1 2 3 4 5 6 7 630 Johnson Avenue. ●Suite 7 Bohemia ●NY ●11716-2618 Phone: (631) 589-6353 ●Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CLIENT DRIVEN SOLUTIONS PWGC P.W. GROSSER CONSULTING INC. NY GROTON II (SOUTH MAIN STREET), LLC P.O. BOX 384 CALLICOON, NEW YORK 12783 SOUTH MAIN STREET, EXT. SOUTH PARCEL SOLAR FARM CONCEPTUAL PLAN SOUTH MAIN STREET TOWN OF GROTON TOMPKINS COUNTY, NEW YORK 31-1-12.1 --- --- 12 DRS2314 CLIENT REVIEW 2023-11-29 TOWN SUBMISSION 2024-01-29 TOWN SUBMISSION 2024-04-18 TOWN COMMENT RESPONSE 2024-05-28 TOWN COMMENT RESPONSE 2024-07-22 SCALE: 1" = 40' 0 40 80 PROFILE 1 SCALE: 1" = 40' 0 40 80 PROFILE 2 SCALE: 1" = 40' 0 40 80 PROFILE 3 SCALE: 1" = 40' 0 40 80 PROFILE 4 RPV 11/15/23 MTS AS NOTED SITE DETAILS C-601 10 8-FT DEER FENCE DETAIL NOT TO SCALE 8-FT DEER FENCE GATE DETAIL NOT TO SCALE 0.6' TYP. 1' 3' MIN. SELECT BACKFILL MATERIAL ELECTRIC CONDUIT OR CABLE DETECTABLE WARNING TAPE SAW CUT IF PAVEMENT RESTORE GRADE TO MATCH EXISTING, OR PER SITE PLAN COMPACTED OR UNDISTURBED SOIL1.1 ' MIN. GRAVEL ACCESS ROAD DETAIL NOT TO SCALE VA R I A B L E I N F U N C T I O N O F T H E P E N D I N G O F T H E T E R R A I N MA X 2 0 ' TYPICAL RACK SECTION DETAIL NOT TO SCALE SLEWING DRIVE MOUNTING POST NOTE(S): 1.PANEL HEIGHT 7'-6" 2.PANEL WIDTH 3'-9" 3.PROPOSED PANEL MANUFACTURER: HELIENE, MODEL 144HC M10 TPC 575 WP OR APPROVED EQUAL MECHANICAL SPECIFICATION Format Weight Front Cover Back Cover Frame Cell Junction box Cable Connector 2416 mm × 1134 mm × 35 mm (including frame) 34.4 kg 2 mm thermally pre-stressed glass with anti-reflection technology 2 mm semi-tempered glass Anodised aluminium 6 × 26 monocrystalline Q.ANTUM solar half cells 53-101 mm × 32-60 mm × 15-18 mm Protection class IP67, with bypass diodes 4 mm² Solar cable; (+) ≥ 700 mm, (−) ≥ 350 mm Stäubli MC4-Evo2, Hanwha Q CELLS HQC4; IP68 35 mm ≥ 350 mm Label 4 × Mounting slots (DETAIL A) 16 mm DETAIL A 21 mm 8.5 mm DETAIL B 22 mm 7 mm 10 mm 1090 mm Frame 1134 mm 1308 mm 2416 mm 400 mm 790 mm 4 × Grounding holes, Ø 4.5 mm 8 × Mounting slots system Tracker (DETAIL B) ≥ 700 mm 1092 mm 554 mm 8 × Drainage holes (3 × 6 mm) FO R P E R M I T T I N G PUR P O S E S O N L Y NOT F O R C O N S T R U C T I O N 01 - TRANSFORMER 02 - INVERTER 03 - REINFORCED CONCRETE SLAB PSI 3500 04 - AUXILIARY EQUIPMENT PAD 8" CONCRETE SLAB WITH TWO LAYERS OF 6"x6" 10/10 WELDED WIRE MESH WWM MIN 24" OF BACKFILL CONCRETE EQUIPMENT PAD DETAIL NOT TO SCALE Drawing Number: Sheet of PWGC Project Number: Title of Drawing: Client: Regulatory Reference Number: County Tax Map Number: Number Revision Description Revision Date Project: Project Address: Unauthorized alteration or addition to this drawing and related documents is a violation of Section 7209 of the New York State Education Law CONSULTANTS Approved By Drawn By Designed By Scale Date Created Date Submitted PW G C F I L E N A M E : J : \ P r o j e c t s A - D \ D R S \ 2 3 1 4 - S o u t h M a i n S t r e e t S o u t h P a r c e l \ C A D \ S o u t h M a i n S t r e e t S o u t h P a r c e l 0 7 . 2 6 . 2 4 . d w g ( C - 6 0 1 ) PL O T D A T E / T I M E : J u l 2 9 , 2 0 2 4 - 3 : 4 1 p m B y : r v a u g h n Contract Number: 1 2 3 4 5 6 7 630 Johnson Avenue. ●Suite 7 Bohemia ●NY ●11716-2618 Phone: (631) 589-6353 ●Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CLIENT DRIVEN SOLUTIONS PWGC P.W. GROSSER CONSULTING INC. NY GROTON II (SOUTH MAIN STREET), LLC P.O. BOX 384 CALLICOON, NEW YORK 12783 SOUTH MAIN STREET, EXT. SOUTH PARCEL SOLAR FARM CONCEPTUAL PLAN SOUTH MAIN STREET TOWN OF GROTON TOMPKINS COUNTY, NEW YORK 31-1-12.1 --- --- 12 DRS2314 CLIENT REVIEW 2023-11-29 TOWN SUBMISSION 2024-01-29 TOWN SUBMISSION 2024-04-18 TOWN COMMENT RESPONSE 2024-05-28 TOWN COMMENT RESPONSE 2024-07-22 ELECTRICAL TRENCH DETAIL NOT TO SCALE SOLAR PANEL MECHANICAL SPECIFICATION DETAIL NOT TO SCALE BRACING NOTES 1.BRACING IS REQUIRED AT ALL CORNER, END GATE, AND PULL ASSEMBLIES IN THE FENCE. 2.CORNERS ARE REQUIRED AT ALL POINTS WHERE THE FENCE ALIGNMENT CHANGES 15 DEGREES OR MORE THREE, 6 IN. X 16 FT. VERTICAL POSTS AND TWO 5 IN. X 16 FT. HORIZONTAL BRACES ARE REQUIRED FOR EACH CORNER. 3.END BRACING IS REQUIRED WHERE THE FENCE ENDS AT A BUILDING OR ON EACH SIDE OF A GATE OPENING. TWO, 6 IN X 16 FT. VERTICAL POSTS AND ONE 5 IN. X 16 FT. HORIZONTAL BRACE ARE REQUIRED FOR EACH END BRACE. 4.PULL ASSEMBLIES ARE REQUIRED IN STRAIGHT SECTIONS OF FENCE SO THAT THE MAXIMUM DISTANCE BETWEEN CORNERS DOES NOT EXCEED 1,320 DT. TWO 6 IN. X 16 FT. VERTICAL POSTS AND ONE 5 IN. X 16 FT. BRACE ARE REQUIRED 5.DOUBLE BRACES (FIGURE 4) SHOULD BE USED ON EACH END FOR STRAIGHT FENCE LINES EXCEEDING 1,000 FT. DOUBLE END BRACES REQUIRE THREE 6 IN. X 16 FT. HORIZONTAL BRACES. GENERAL NOTES 1.PROVIDE A 4800 LB/FT ENHANCED WOVEN GEOTEXTILE SEPERATION LAYER AND INSTALL PER MANUFACTURER RECOMMENDATIONS INCLUDING OVERLAPS BASED ON SUB GRADE CBR. 2.THE GEOCELL SHALL BE CONNECTED WITH TYP 3 REBAR J HOOKS. 3.PROVIDE TYP 3 ANCHORS TO KEEP PANELS OPEN FOR INFILL AS REQUIRED 4.GEOCELL INFILL SHALL BE 3 4'' TO 1.5'' CRUSHED AGGREGATE WITH FINE LIMITED TO LESS THAN 10% TO ALLOW FREE DRAINAGE. 5.LIMIT THE DROP OF INFILL TO PREVENT PANEL DISTORTION. 6.ASSUME HS-20 LOADING PERMEABLE ACCESS ROAD GENERAL NOTES 1.USE OF THIS DETAIL/CRITERION IS LIMITED TO ACCESS ROADS USED ON AN OCCASIONAL BASIS ONLY (I.E. PROVIDE ACCESS FOR MOWING EQUIPMENT REPAIR OR MAINTENANCE, ETC.) 2.LIIMITED USE PERVIOUS ACCESS ROAD IS LIMITED TO LOW IMPACT IRREGULAR MAINTENANCE ACCESS ASSOCIATED WITH RENEWABLE ENERGY PROJECTS IN NEW YORK STATE. 3.REMOVE STUMPS, ROCKS AND DEBRIS AS NECESSARY, FILL VOIDS TO MATCH EXISTING NATIVE SOILS AND COMPACTION LEVEL. 4.REMOVED TOPSOIL MAY BE SPREAD IN ADJACENT AREAS AS DIRECTED BY THE PROJECT ENGINEER. COMPACT TO THE DEGREE OF THE NATIVE INSITU SOIL. DO NOT PLACE IN AN AREA THAT IMPEDES STORMWATER DRAINAGE. 5.GRADE ROADWAY, WHERE NECESSARY TO NATIVE SOIL AND DESIRED ELEVATION MINOR GRADING FOR CROSS SLOPE CUT AND FILL MAY BE REQUIRED 6.REMOVE 6'' TO 8'' TOPSOIL AS DIRECTED BY ENGINEER. 7.REMOVE REFUSE SOILS AS DIRECTED BY THE PROJECT ENGINEER. DO NOT PLACE IN AN ARE THAT IMPEDES STORMWATER DRAINAGE. 8.ROADWAY WIDTH TO BE DETERMINED BY CLIENT. 9.THE LIMITED USE PERVIOUS ACCESS ROAD CROSS SLOPE SHALL BE 0% IN MOST CASES AND SHOULD NOT EXCEED 5%. THE LONGITUDINAL SLOPE OF THE ACCESS DRIVE SHOULD NOT EXCEED 5%. 10.LIMITED USE PERVIOUS ACCESS ROAD IS NOT INTENDED TO BE UTILIZED FOR CONSTRUCTION WHICH MAY SUBJECT THE ACCESS TO SEDIMENT TRACKING. THIS SPECIFICATION IS TO BE DEVELOPED FOR POST-CONSTRUCTION USE, SOIL RESTORATION PRACTICES MAY BE APPLICABLE TO RESTORE CONSTRUCTION RELATED COMPACTION TO PRE-EXISTING CONDITIONS AND SHOULD BE VERIFIED BY SOIL PENETROMETER READINGS. THE PENETROMETER READINGS SHALL BE COMPARED TO THE RESPECTIVE RECORDED READINGS TAKEN PRIOR TO CONSTRUCTION, EVERY 100 LINEAR FEET ALONG THE PROPOSED ROADWAY. 11.TO ENSURE THAT SOIL IS NOT TRACKED ONTO THE LIMITED USE PERVIOUS ACCESS ROAD, IT SHALL NOT BE USED BY CONSTRUCTION VEHICLES TRANSPORTING SOIL, FILL MATERIAL, ETC. IF THE LIMITED USE PERVIOUS ACCESS IS COMPLETED DURING INITIAL PHASES OF CONSTRICTION, A STANDARD NEW YORK STATE STABILIZED CONSTRUCTION ACCESS SHALL BE CONSTRUCTED AND UTILIZED TO REMOVE SEDIMENT FROM CONSTRUCTION VEHICLES AND EQUIPMENT PRIOR TO ENTERING THE LIMITED USE PERVIOUS ACCESS ROAD FROM ANY LOCATION ON, OR OFF SITE. MAINTENANCE OF THE PERVIOUS ACCESS ROAD WILL BE REQUIRED IF SEDIMENT IS OBSERVED WITHIN THE CLEAN STONE. 12.THE LIMITED USE PERVIOUS ACCESS ROAD SHALL NOT BE CONSTRUCTED OR USED UNTIL ALL AREAS SUBJECT TO RUNOFF ONTO THE PERVIOUS ACCESS HAVE ACHIEVED FINAL STABILIZATION. 13.PROJECTS SHOULD AVIOD INSTILLATION OF THE LIMITED USE PERVIOUS ACCESS ROAD IN POORLY DRAINED AREAS, HOWEVER IF NO A 14. THE DESIGN PROFESSIONAL MUST ACCOUNT FOR THE LIMITED USE PERVIOUS ACCESS ROAD IN THEIR SITE ASSESSMMENT/HYDROLOGY ANALYSIS. IF THE HYDROLOGY ANALYSIS SHOWS THAT THE HYDROLOGY HAS BEEN ALTERED FROM PRE- TO POST-DEVELOPMENT CONDITIONS (SEE APPENDIX A OF GP-0-20-001 FOR THE DEFINITION OF "ALTER THE HYDROLOGY..."), THE DESIGN MUST INCLUDE THE NECESSARY DETENTION/RETENTION PRACTICES TO ATTENUATE THE RATES (10 AND 100 YEAR EVENTS) TO PRE-DEVELOPMENT CONDITIONS. GEOCELL MATERIAL NOTES: 1.THE GEOCELL, OR COMPARABLE PRODUCT, IS SUGGESTED FOR USE ON ROAD PROFILES EXCEEDING 5%. THE GEOCELL PRODUCT IS INTENDED TO LIMIT SHIFTING STONE MATERIAL DURING USE. 2.INSTILLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3.WHERE REQUIRED, A NATIVE SOIL WEDGE SHALL BE PLACED TO ACCOMODATE ROAD CROSS SLOPE OF 2%. NATIVE SOIL SHALL BE COMPACTED TO MATCH EXISTING SOIL CONDITIONS. 4.GRAVEL FILL MATERIAL SHALL CONSIST OF 1-4'' CLEAN, DURABLE, SHARP-ANGLED CRUSHED STONE OF UNIFORM QUALITY, MEETING THE SPECIFICATIONS OF NYSDOT ITEM 703-02, SIZE DESIGNATION 3-5 OF TABLE 703-4. STONE MAY BE PLACED IN FRONT OF, AND SPREAD WITH, A TRACKED VEHICLE. GRAVEL SHALL NOT BE COMPACTED. 5.GEOCELL SYSTEM SHALL BE CARTHAGE MILLS CX-20 6'' HS20 LOADING OR APPROVED EQUAL. GEOCELL SHALL BE DESIGNED BASED ON EXISTING SOIL CONDITIONS AND PROPOSED HAUL ROAD SLOPES. 6.LIMITED USE PERVIOUS ACCESS ROAD SHALL BE TOP DRESSED AS REQUIRED WITH ONLY 1-4'' CRUSHED STONE, SIZE 3A, MEETING NYSDOT ITEM 703-02 SPECIFICATIONS. 7.THE TOP EDGES OF ADJACENT CELL WALLS SHALL BE FLUSH WHEN CONNECTING. ALIGN THE I-SLOTS FOR INTERLEAF AND END TO END CONNECTIONS. THE GEOCELL PANELS SHALL BE CONNECTED WITH TYPE 3 J HOOKS AT EACH INTERLEAD AND END TO END CONNECTIONS. REFER TO MANUFACTURER'S SPECIFICATION FOR PROPER INSTILLATION. TYING AND CONNECTIONS. 8.[PREPARE THE SUBGRADE AS SHOWN ON THE CONSTRUCTION DRAWINGS. 9.COMPACT THE SOIL TO A MINIMUM 95% STANDARD PROCTOR. 10.VERIFY THAT THE SUBGRADE STRENGTH. IF UNACCEPPTABLE, THE SOILS SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE ENGINEER. 11.WHERE REQUIRED, PROVIDE GEOTEXTILE SEPARATION LAYER. 12.EXPAND THE GEOCELL SECTIONS INTO POSITION AND CONNECT THE END TO END INTERLEAD CONNECTIONS WITH ATRA KEYS. 13.PLACE THE SPECIFIED INFILL MATERIAL TO 2 INCHES ABOVE CELL WALLS AND COMPACT TO A MINIMUM 95% STANDARD PROCTOR. 14.PROVIDE ADDITIONAL SURFACE MATERIAL AS SPECIFIED. BASIS OF DESIGN: CARTHAGE MILL WOVEN GEOTEXTILE MATERIAL NOTES: 1.GEOTEXTILE MATERIAL TO B CARTHAGE MILL FX-60HS OR APPROVED EQUAL. BASIS OF DESIGN: CARTHAGE MILLS EXISTING ELEVATION ROADSIDE SWALE, TYP. BOTH SIDES SIGNAGE DETAIL NOT TO SCALE SIGNAGE NOTE: 1. SIGNAGE SHALL BE DEPICTED WITH AN AREA NO MORE THAN 8 SQUARE FEET AND MUST HAVE A YELLOW BACKGROUND WITH BLACK LETTERS AND BE LOCATED NEAR PAD MOUNTED TRANSFORMERS/SUBSTATION, ON THE GATE OF THE PERIMETER FENCE, AND ALONG THE PERIMETER FENCE. RAIN GARDEN DETAIL NOT TO SCALE PLANTING DETAIL NOT TO SCALE EXCAVATE AT STABLE SLOPE ANGLE FOR NATIVE SOIL EXISTING GRADE COMPACTED STRUCTURAL FILL BERM AS NEEDED ERNEST SEEDS RAIN GARDEN SEED MIX PER SPECIFICATIONS OR ENGINEER APPROVED EQUIVALENT SIDE SLOPES, TYP. DEPTH 11/08/23 RPV 08/21/23 MTS AS NOTED DETAILS SED. CONTROL EROSION AND C-602 11 12'MIN. 50'MIN. 6"MIN. 50'MIN. 12'MIN. 10'MIN. 10'MIN. 20" 16" 4" 10' C. TO C. 8" 24" INSTALLATION NOTES 1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. 3.UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, THEN STABILIZED WITH VEGETATION OR COVERED. 4.SEE SILT FENCE DETAIL ABOVE. 5.SILT FENCE TO BE 10' FROM TOE OF SLOPE AND 10' FROM PROPERTY LINES. 2% M I N . SLO P E 2 % M I N . S L O P E SLOPE OR LESS 1 2 STABILIZE ENTIRE PILE WITH VEGETATION OR COVER SILT FENCE (WITH WIRE FENCING SUPPORT IN SLOPES > 2:1) TEMPORARY SEED FERTILIZER: COMMERCIAL 5-10-5, 175 POUNDS PER ACRE TOP SOILTOP SOIL MULCH: LAYER OF COMMON HAY OR STRAW: 2 TONS PER ACRE APPLY LIME TO BRING SOIL PH TO 6.5 CONSTRUCTION SPECIFICATIONS 1.TOP SOIL, SEED, MULCH, AND FERTILIZER DISTURBED SOIL AREAS THAT WILL BE EXPOSED FOR 14 DAYS OR MORE CONSTRUCTION SPECIFICATIONS ‘’ WINTER RYE HYDRAULICALLY APPLIED BLANKETS ’ ≥ ’ CONSTRUCTION SPECIFICATIONS FO R P E R M I T T I N G PUR P O S E S O N L Y NOT F O R C O N S T R U C T I O N Drawing Number: Sheet of PWGC Project Number: Title of Drawing: Client: Regulatory Reference Number: County Tax Map Number: Number Revision Description Revision Date Project: Project Address: Unauthorized alteration or addition to this drawing and related documents is a violation of Section 7209 of the New York State Education Law CONSULTANTS Approved By Drawn By Designed By Scale Date Created Date Submitted PW G C F I L E N A M E : J : \ P r o j e c t s A - D \ D R S \ 2 3 1 4 - S o u t h M a i n S t r e e t S o u t h P a r c e l \ C A D \ S o u t h M a i n S t r e e t S o u t h P a r c e l 0 7 . 2 6 . 2 4 . d w g ( C - 6 0 2 ) PL O T D A T E / T I M E : J u l 2 9 , 2 0 2 4 - 3 : 4 1 p m B y : r v a u g h n Contract Number: 1 2 3 4 5 6 7 630 Johnson Avenue. ●Suite 7 Bohemia ●NY ●11716-2618 Phone: (631) 589-6353 ●Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CLIENT DRIVEN SOLUTIONS PWGC P.W. GROSSER CONSULTING INC. NY GROTON II (SOUTH MAIN STREET), LLC P.O. BOX 384 CALLICOON, NEW YORK 12783 SOUTH MAIN STREET, EXT. SOUTH PARCEL SOLAR FARM CONCEPTUAL PLAN SOUTH MAIN STREET TOWN OF GROTON TOMPKINS COUNTY, NEW YORK 31-1-12.1 --- --- 12 DRS2314 CLIENT REVIEW 2023-11-29 TOWN SUBMISSION 2024-01-29 TOWN SUBMISSION 2024-04-18 TOWN COMMENT RESPONSE 2024-05-28 TOWN COMMENT RESPONSE 2024-07-22 WINTER SHUTDOWN CONSTRUCTION SCHEDULE 1.POST CLEARING THE EXPOSED SOIL SHALL BE COVERED WITH MATERIAL(S) AS SET FORTH IN THE TECHNICAL STANDARD, NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, TO PREVENT THE EXPOSED SOIL FROM ERODING (SEE STANDARD AND SPECIFICATIONS FOR TEMPORARY CONSTRUCTION AREA SEEDING/STABILIZATION FOR WINTER SHUT DOWN, ABOVE). 2.REGULARLY INSPECT, MAINTAIN AND RE-SEED ANY AREAS THAT ARE NOT ADEQUATELY STABILIZED UP UNTIL THE JULY 1 START DATE AND THEREAFTER, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. 3.SITE INSPECTIONS ARE TO TAKE PLACE TWICE PER MONTH WITH PHOTOS PROVIDED TO THE TOWN TO DEMONSTRATE THAT THE SITE REMAINS STABILIZED/PROTECTED UNTIL CONSTRUCTION STARTS. 4.ONCE CONSTRUCTION STARTS, INSPECTIONS SHALL CONTINUE MONTHLY, WITH PHOTOS SUBMITTED TO THE TOWN, TO ENSURE THAT THE TEMPORARY STABILIZATION MEASURES REMAIN IN PLACE IN AREAS NOT UNDER ACTIVE CONSTRUCTION. NORTHEAST SOLAR POLLINATOR 3' MIX - ERNMX-612 SHEEP FESCUE, VARIETY NOT STATED 94.90% BUTTERFLY MILKWEED 2.50% PARTRIDGE PEA, PA ECOTYPE 2.00% SHOWY EVENING PRIMROSE 0.30% ZIGZAG SPIDERWORT, VA ECOTYPE 0.30% SEEDING NOTE: 1. ERNEST CONSERVATION SEEDS NORTHEAST POLLINATOR 3' MIX - ERNMX-612 TO BE SEEDED BELOW SOLAR PANELS. SEED AT 40 LB/AC WITH 30 LB/AC OF A COVER CROP. FOR A COVER CROP USE EITHER GRAIN OATS (1 JAN TO 31 JUL) OR GRAIN RYE (1 AUG TO 31 DEC). PRUNE 1/5 OF GROWTH & NATURAL FORM OF SHRUB RETAIN LEADERS AND BROKEN BRANCHES BUT 3. IF BALLED & BURLAPPED, REMOVE TOP 1/3 OF BURLAP. AS EXISTED AT NURSERY. 2. SHRUB SHALL HAVE SAME RELATION TO FINISH GRADE 1. SPRAY ALL PLANTS WITH ANTI-DESSICANT. NOTES: EARTH SAUCER 3" MULCH WITHIN 6" MIN. MIN.MIN. A.A.N. STD. AS PER A.A.N. STD. AS PER 6"A.A.N. STD. AS PER 6" BALL ROOT WEED BARRIER BALL ROOT UNDISTURBED EARTH TOPSOIL MIXTURE EVERGREEN TREE BR A N C H I N G H E I G H T 6' - 0 ' ' M I N . FINISH GRADE SET TOP OF ROOTBALL 1'' ABOVE BALL DIA. x 2 MIN. SHREDDED BARK MULCH AT 4" DEPTH PREPARED PLANTING MIXTURE OF BALL. DE P T H BA L L TREE BALL, IF PRESENT.REMOVE ALL PLASTIC CORDS FROM DO NOT CUT BURLAP FROM SIDES REMOVE ALL PLASTIC & WIRE TABS. NOTES: FG SOIL SAUCER, TOP W/ MULCH BALL DIA. 4'' DEPTH OF COMPOST, INSTALL AND MIX W/PLANTING BACKFILL MIXTURE DO NOT EXCAVATE LOWER THAN BALL DEPTH. IF ECAVATED BELOW THE BALL DEPTH BACKFILL AND COMPACT TO PREVENT SETTLEMENT. REMOVE BURLAP FROM TOP 1/3 OF PLANTING BALL 25% COMPOST 75% TOPSOIL PH RANGE: 6.7 TO 7.0 5 LBS. TYPE 1 -ROOT GROWTH ENHANCER PER CUBIC YARD OF MIXTURE 11/08/23 RPV 08/21/23 MTS AS NOTED DRAINAGE DETAILS C-603 12 FO R P E R M I T T I N G PUR P O S E S O N L Y NOT F O R C O N S T R U C T I O N Drawing Number: Sheet of PWGC Project Number: Title of Drawing: Client: Regulatory Reference Number: County Tax Map Number: Number Revision Description Revision Date Project: Project Address: Unauthorized alteration or addition to this drawing and related documents is a violation of Section 7209 of the New York State Education Law CONSULTANTS Approved By Drawn By Designed By Scale Date Created Date Submitted PW G C F I L E N A M E : J : \ P r o j e c t s A - D \ D R S \ 2 3 1 4 - S o u t h M a i n S t r e e t S o u t h P a r c e l \ C A D \ S o u t h M a i n S t r e e t S o u t h P a r c e l 0 7 . 2 6 . 2 4 . d w g ( C - 6 0 3 ) PL O T D A T E / T I M E : J u l 2 9 , 2 0 2 4 - 3 : 4 1 p m B y : r v a u g h n Contract Number: 1 2 3 4 5 6 7 630 Johnson Avenue. ●Suite 7 Bohemia ●NY ●11716-2618 Phone: (631) 589-6353 ●Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CLIENT DRIVEN SOLUTIONS PWGC P.W. GROSSER CONSULTING INC. NY GROTON II (SOUTH MAIN STREET), LLC P.O. BOX 384 CALLICOON, NEW YORK 12783 SOUTH MAIN STREET, EXT. SOUTH PARCEL SOLAR FARM CONCEPTUAL PLAN SOUTH MAIN STREET TOWN OF GROTON TOMPKINS COUNTY, NEW YORK 31-1-12.1 --- --- 12 DRS2314 CLIENT REVIEW 2023-11-29 TOWN SUBMISSION 2024-01-29 TOWN SUBMISSION 2024-04-18 TOWN COMMENT RESPONSE 2024-05-28 TOWN COMMENT RESPONSE 2024-07-22 GRADE 2' 2' MIN. 3 8" - 2" CRUSHED STONE 8 oz. UNWOVEN GEOTEXTILE FABRIC 12" PERFORATED PIPING COMPACTED SUBGRADE FRENCH DRAIN DETAIL NOT TO SCALE GRAVEL ACCESS ROAD 2'BACKFILL AT CLASS 1 COMPACTED OR, CLASS 2 COMPACTED MIN. 90% SPD OR, CLASS 3 COMPACTED MIN. 95% SPD 18" DUAL WALL SMOOTH INTERIOR ADS N-12 OR APPROVED EQUIVALENT COMPACTED SUBGRADE CULVERT DETAIL NOT TO SCALE Diameter in (mm) 12 A in (mm) B (max) in (mm) H in (mm) L in (mm) W in (mm) (300) 6.5 (165) 10.0 (254) 6.5 (165) 25.0 (635) 29.0 (737) PIPE DIAMETER, in (mm) 15 18 (375) 6.5 (165) 10.0 (254) 6.5 (165) 25.0 (635) 29.0 (737) (450) 7.5 (191) 15.0 (381) 6.5 (165) 32.0 (813) 35.0 (889) 24 (600) 7.5 (191) 18.0 (475) 6.5 (165) 36.0 (914) 45.0 (1143) 30 (750) 7.5 (191) 22.0 (559) 8.6 (218) 58.0 (1473) 63.0 (1600) 36 (900) 7.5 (191) 25.0 (635) 8.6 (218) 58.0 (1473) 63.0 (1600) TYPICAL FLARED END SECTION SPECIFICATION NOT TO SCALE OUTLET PROTECTION RIP-RAP APRON NOT TO SCALE