HomeMy WebLinkAbout13 - Groton Solar 2 CIVIL DrawingsSOUTH SITE
SITE:SOUTH MAIN STREET, EXT. GROTON, NY 13073
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
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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 19
VICINITY MAP
SCALE: 1"=2500'
FOR CONSTRUCTION
ISSUED FOR: CONSTRUCTION
ISSUE DATE: 07/03/2025
LAST REVISED: 07/03/2025
SCALE: 1" = 2500'
0 2500 5000
SOURCE: NEW YORK STATE GIS RESOURCES
NORTH SITE
NO.SHEET TITLE
01 C-000 COVER
02 C-001 GENERAL NOTES AND LEGEND INFORMATION
03 C-100 EXISTING CONDITIONS PLAN
04 C-200 SITE LAYOUT PLAN
05 C-300 GRADING AND DRAINAGE PLAN
06 C-400 ACCESS ROAD PLAN AND PROFILE STA 0+00 TO STA 4+00
07 C-401 ACCESS ROAD PLAN AND PROFILE STA 4+00 TO STA 8+00
08 C-402 ACCESS ROAD PLAN AND PROFILE STA 8+00 TO STA 11+24.98
09 C-403 ACCESS ROAD PLAN AND PROFILE STA 11+24.98 TO STA 14+50
10 C-404 ACCESS ROAD PLAN AND PROFILE STA 14+50 TO STA 17+03
11 C-500 EROSION AND SEDIMENT CONTROL PLAN
12 C-600 PHASING PLAN
13 C-700 LANDSCAPING PLAN
14 C-800 PRIME SOILS IMPACT PLAN
15 C-900 SITE DETAILS
16 C-901 EROSION AND SEDIMENT CONTROL DETAILS
17 C-902 DRAINAGE DETAILS
18 C-903 EQUIPMENT SPECIFICATION
19 C-904 OVERHEAD ELECTRICAL DETAILS
BASEMAP NOTES
1.EXISTING CONDITIONS BASEMAP INFORMATION IS BASED ON LIDAR
FROM NYS GIS DATA DOWNLOADED ON 11-15-23.
2.EXISTING TOPOGRAPHY WITHIN FENCED AREA IS BASED ON A SURVEY
BY BULLROCK SOLAR. SURVEY FILE DATED 3-24-2025.
3.PROPOSED SOLAR DEVELOPMENT LAYOUT INFORMATION IS BASED ON
CONCEPTUAL LAYOUT PLAN DEVELOPED BY BULLROCK SOLAR, DATED
04-07-25. 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.
4.LOT LINES BASED ON INFORMATION PROVIDED FROM NYS GIS;
DOWNLOADED ON 11-15-23.
WETLANDS NOTES
1.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.
2.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.
3.ONLY HAND CLEARING SHALL BE ALLOWED IN WETLAND AREAS AS
NECESSARY. MACHINE CLEARING IS PROHIBITED WITHIN WETLAND
AREAS.
4.IF TEMPORARY ACCESS IS REQUIRED IN WETLAND AREAS, TEMPORARY
TIMBER MATS WILL BE USED TO MINIMIZE DISTURBANCE TO
UNDERLYING WETLAND SOILS.
5.STAGING OF ANY CONSTRUCTION MATERIALS OR EQUIPMENT IS
PROHIBITED IN WETLAND AREAS.
6.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.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.
2.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.
3.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.
4.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.
1.GRADING DESIGN SHOWN IN THESE PLANS IS BASED ON NYS LIDAR
INFORMATION PROVIDED TO PWGC BY THEW ASSOCIATES AND IS TO BE
CONSIDERED APPROXIMATE. 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%10.05%
MAX. HEIGHT 20' 15'
PROPERTY SETBACK (FRONT ℄ ROAD)150'835'
PROPERTY SETBACK (SIDE/BACK)75'75'
ZONING ANALYSIS
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
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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.
8
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 ---
---
19
BRR2406
TOWN REVIEW 04/16/2025
ISSUED FOR CONSTRUCTION 06/17/2025
D
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A
F
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REVISED PER CLIENT REVIEW 06/27/2025
NYSDAM REVISION 07/03/2025
SOLAR MODULE NOTES
MANUFACTURER:HELIENE
MODEL:Q.PEAK DUO XL-G11.3 / BFG
MODULE OUTPUT POWER:585 WP
STRING SIZE:24
NUMBER OF STRINGS:310
MODULE QUANTITY:7,440
PV SYSTEM OUTPUT 4,352.40 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.
EARTHWORK
CALCULATIONS
TOTAL CUT: 21,000 CY
TOTAL FILL: 28,000 CY
NET CUT/FILL: 7,000 CY
NOTE:
1.NO SHRINK/SWELL MULTIPLIER WAS APPLIED TO THE TOTAL CUT AND
FILL VALUES.
2.CUT/FILL NUMBERS ARE AN ESTIMATED VALUE. CONTRACTOR IS
RESPONSIBLE FOR THEIR OWN CUT/FILL QUANTITIES.
RPV/NRD
RPV/NRD 11/15/23
MTS/EJK AS NOTED
GENERAL NOTES
AND LEGEND
INFORMATION
C-001
02
EROSION AND SEDIMENT CONTROL
TOPOGRAPHIC FEATURES
MINOR CONTOURS (2-FT INTERVAL)
MAJOR CONTOURS (10-FT INTERVAL)
DRAINAGE ELEMENTS
SITE FEATURES
OVERHEAD ELECTRICAL UTILITY
APPROXIMATE WETLAND AREA
ADJACENT PROPERTY BOUNDARY
PAVED ROADWAY
GRAVEL ROADWAY
UNDERGROUND ELECTRICAL UTILITY
8-FT TALL DEER FENCE
SOLAR PANEL ARRAY
SEED RESTORATION LIMITS
GRASSED WATERWAY
LAND GRADING ACTIVITIES
STABILIZED CONSTRUCTION ENTRANCE
DUST CONTROL MEASURESDC
AREA OF DISTURBANCE
PROPERTY BOUNDARY
LEGEND
ZONING SETBACK
EXISTING PROPOSED NOTES
CULVERT
STOCKPILE
CONCRETE WASHOUT
1320
TREE LINE
TREE CUTTING LIMITS (NO GRUBBING
OR GROUND DISTURBANCE
SITE COVERAGE
CALCULATION
SOLAR PANELS:
(8 FT x 3.7 FT) x 7,440 PANELS = 5.06 AC
ACCESS ROAD 0.84 AC
INVERTER/TRANSFORMER PADS 0.001 AC
TOTAL: 5.90 AC
SITE COVERAGE:
5.90 AC / 58.73 AC = 10.05%
GENEVIEVE VANBENSCHOTEN
TM#: 31.-1-13.2
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
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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, ±21.44 AC.
APPROXIMATE LIMITS OF TREE
CUTTING ONLY. NO
GRUBBING, ±7.06 AC.
PROPERTY LINE
(± 58.73 AC)
EXISTING OVERHEAD
ELECTRIC
EXISTING STREAM
(OWASCO INLET)
EXISTING FARMLAND
EXISTING TREE LINE
POTENTIAL WETLANDS
EXISTING NATIONAL
WETLANDS
EXISTING TREE LINE
TO REMAIN
POTENTIAL WETLANDS
EXISTING STREAM
(OWASCO INLET)
10
7
0
10
8
0
109
0
1100
1110
1120
1
0
7
0
1
0
8
0
1
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9
0
11
0
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1
1
1
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1120
1
1
3
0
1030
1040
10
5
0
10
6
0
1
0
7
0
1
0
8
0
1
0
9
0
110
0
1110
1
1
2
0
1060
1070
10
2
0
1
0
3
0
1
0
4
0
105
0
1
0
6
0
1
0
7
0
1
0
8
0
1
0
9
0
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
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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.
8
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 ---
---
19
BRR2406
TOWN REVIEW 04/16/2025
ISSUED FOR CONSTRUCTION 06/17/2025
DR
A
F
T
REVISED PER CLIENT REVIEW 06/27/2025
NYSDAM REVISION 07/03/2025
SCALE: 1" = 100'
0 100 200
RPV/NRD
RPV/NRD 11/15/23
MTS/EJK 1" = 100'
EXISTING
CONDITIONS PLAN
C-100
03
EROSION AND SEDIMENT CONTROL
TOPOGRAPHIC FEATURES
MINOR CONTOURS (2-FT INTERVAL)
MAJOR CONTOURS (10-FT INTERVAL)
DRAINAGE ELEMENTS
SITE FEATURES
OVERHEAD ELECTRICAL UTILITY
APPROXIMATE WETLAND AREA
ADJACENT PROPERTY BOUNDARY
PAVED ROADWAY
GRAVEL ROADWAY
UNDERGROUND ELECTRICAL UTILITY
8-FT TALL DEER FENCE
SOLAR PANEL ARRAY
SEED RESTORATION LIMITS
GRASSED WATERWAY
LAND GRADING ACTIVITIES
STABILIZED CONSTRUCTION ENTRANCE
DUST CONTROL MEASURESDC
AREA OF DISTURBANCE
PROPERTY BOUNDARY
LEGEND
ZONING SETBACK
EXISTING PROPOSED NOTES
CULVERT
STOCKPILE
CONCRETE WASHOUT
1320
TREE LINE
TREE CUTTING LIMITS (NO GRUBBING
OR GROUND DISTURBANCE
GENEVIEVE VANBENSCHOTEN
TM#: 31.-1-13.2
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
50' SETBACK
75.0'
75.0'
75.0'
150.0'
INVERTER PAD, SEE DETAIL SHEET C-900
CUSTOMER TRANSFORMER 2.5 MVA,
SEE DETAIL SHEET C-900
PANEL MANUFACTURER: HELIENE
NUMBER OF MODULES: 7,440
MODULE MODEL 156HC ML10 SL BIFACIAL575WP
INVERTER MANUFACTURER: CPS
MODEL: SCH250K-T-US-600
NUMBER OF INVERTERS: 15
SIZE OF EACH INVERTER: 2500 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
NEW UTILITY POLE
AAAC/ACSR 4 -1 1/C #250 KCMIL
OVERHEAD LENGTH 310.30 FT/PHASE CABLE
PRESUMED POI LOCATION
PROPOSED 8' TALL DEER
FENCE (± 3,887 LF), TYP.
SEE DETAIL SHEET C-900
PROPOSED CRUSHED STONE
ACCESS ROAD SEE DETAIL
SHEET C-900
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.
APPROXIMATE LOCATION
OF STAGING AREA
PROPOSED CYPRESS
LEYLAND VISUAL
SCREENING, TYP. 21
PROPOSED PRECAST
OPEN-BOTTOM CULVERT
LIMIT OF SITE
DISTURBANCE
(± 21.58 AC)
LIMIT OF TREE
CUTTING ONLY.
NO GRUBBING.
(± 7.22 AC)
50 STREAM SETBACK
FENCED AREA: 16.17 AC
CUSTOMER TRANSFORMER 1.5 MVA,
SEE DETAIL SHEET C-900
807.2'
CONNECTION CABLE SHALL
BE RUN ABOVE GRADE AT
STREAM CROSSING
TREE CLEARING WITHIN
FENCE 2.63 AC.
UTILITY RECLOSER POLE
UTILITY METER POLE
PROJECT GOAB
PROJECT RECLOSER
PROJECT METER/RISER
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
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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.
8
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 ---
---
19
BRR2406
TOWN REVIEW 04/16/2025
ISSUED FOR CONSTRUCTION 06/17/2025
DR
A
F
T
REVISED PER CLIENT REVIEW 06/27/2025
NYSDAM REVISION 07/03/2025
SYSTEM SUMMARY
FENCED AREA
8' TALL DEER FENCE 16.17 AC
MODULE:
MANUFACTURER: HELIENE
MODEL: 156HC ML10 SL BIFACIAL
MODULE OUTPUT POWER: 575 WP
STRING SIZE: 24
NUMBER OF STRINGS: 310
MODULE QUANTITY: 7,440
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: CPS
MODEL: SCH250K-T-US-600
QUANTITY/RATING: 15 / 250 KVA
PV SYSTEM OUTPUT: 3,750 KVA AC
DC SYSTEM VOLTAGE: 900 V
MV INTERCONNECTION:
TRANSFORMER
QTY/RATING: 1 / 4,400 KVA
INTERCON. VOLTAGE: 34.5 KV
RACKING:
MANUFACTURER: NEVADOS
CONFIGURATION: 2 MODULE POTRAIT
TILT: 25°
AZIMUTH: 180°
CUT/FILL
CUT :21,000 CY
FILL :28,00 CY
SCALE: 1" = 100'
0 100 200
RPV/NRD
RPV/NRD 11/15/23
MTS/EJK AS NOTED
SITE LAYOUT PLAN
C-200
04
EROSION AND SEDIMENT CONTROL
TOPOGRAPHIC FEATURES
MINOR CONTOURS (2-FT INTERVAL)
MAJOR CONTOURS (10-FT INTERVAL)
DRAINAGE ELEMENTS
SITE FEATURES
OVERHEAD ELECTRICAL UTILITY
APPROXIMATE WETLAND AREA
ADJACENT PROPERTY BOUNDARY
PAVED ROADWAY
GRAVEL ROADWAY
UNDERGROUND ELECTRICAL UTILITY
8-FT TALL DEER FENCE
SOLAR PANEL ARRAY
SEED RESTORATION LIMITS
GRASSED WATERWAY
LAND GRADING ACTIVITIES
STABILIZED CONSTRUCTION ENTRANCE
DUST CONTROL MEASURES
AREA OF DISTURBANCE
PROPERTY BOUNDARY
LEGEND
ZONING SETBACK
EXISTING PROPOSED NOTES
CULVERT
STOCKPILE
CONCRETE WASHOUT
1320
TREE LINE
TREE CUTTING LIMITS (NO GRUBBING
OR GROUND DISTURBANCE
GENEVIEVE VANBENSCHOTEN
TM#: 31.-1-13.2
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
10
7
0
10
8
0
109
0
1100
1110
1120
1
0
7
0
1
0
8
0
1
0
9
0
11
0
0
1
1
1
0
1120
1
1
3
0
1030
1040
10
5
0
10
6
0
1
0
7
0
1
0
8
0
1
0
9
0
110
0
1110
1
1
2
0
1060
1070
10
2
0
1
0
3
0
1
0
4
0
105
0
1
0
6
0
1
0
7
0
1
0
8
0
1
0
9
0
PROPOSED GRADING
PROPOSED CULVERT,
SEE DETAIL SHEET C-902
PROPOSED WATER BARS (TYP.)
1
0
7
0
1
0
8
0
PROPOSED WATER BAR (TYP.)
ACROSS TOP OF SITE.
PROPOSED FILTER
STRIPS, SEE DETAIL
SHEET C-902
1062
1060 106
2
106
4
106
6
106
8
1070
10
7
2
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
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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.
8
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 ---
---
19
BRR2406
TOWN REVIEW 04/16/2025
ISSUED FOR CONSTRUCTION 06/17/2025
DR
A
F
T
REVISED PER CLIENT REVIEW 06/27/2025
NYSDAM REVISION 07/03/2025
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.
SCALE: 1" = 100'
0 100 200
RPV/NRD
RPV/NRD 11/15/23
MTS/EJK AS NOTED
GRADING AND
DRAINAGE PLAN
C-300
05
EROSION AND SEDIMENT CONTROL
TOPOGRAPHIC FEATURES
MINOR CONTOURS (2-FT INTERVAL)
MAJOR CONTOURS (10-FT INTERVAL)
DRAINAGE ELEMENTS
SITE FEATURES
OVERHEAD ELECTRICAL UTILITY
APPROXIMATE WETLAND AREA
ADJACENT PROPERTY BOUNDARY
PAVED ROADWAY
GRAVEL ROADWAY
UNDERGROUND ELECTRICAL UTILITY
8-FT TALL DEER FENCE
SOLAR PANEL ARRAY
SEED RESTORATION LIMITS
GRASSED WATERWAY
LAND GRADING ACTIVITIES
STABILIZED CONSTRUCTION ENTRANCE
DUST CONTROL MEASURESDC
AREA OF DISTURBANCE
PROPERTY BOUNDARY
LEGEND
ZONING SETBACK
EXISTING PROPOSED NOTES
CULVERT
STOCKPILE
CONCRETE WASHOUT
1320
TREE LINE
TREE CUTTING LIMITS (NO GRUBBING
OR GROUND DISTURBANCE
0+
0
0
1+002+003+00
4+0
0
20
'
20'
R2
2
8
'
R2
4
8
'
R8
4
'
R9
7
'
EL
E
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EL
E
V
A
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I
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STATION
1100
1110
1120
1130
1140
1150
1160
1170
1100
1110
1120
1130
1140
1150
1160
1170
-0+250+001+002+003+004+00
EX: -9.68%EXISTING GRADE
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
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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.
8
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 ---
---
19
BRR2406
TOWN REVIEW 04/16/2025
ISSUED FOR CONSTRUCTION 06/17/2025
D
R
A
F
T
REVISED PER CLIENT REVIEW 06/27/2025
NYSDAM REVISION 07/03/2025
RPV/NRD
RPV/NRD 11/15/23
MTS/EJK AS NOTED
ACCESS ROAD
PLAN & PROFILE
STA 0+00 - 4+00
C-400
06
ACCESS ROAD PROFILE
STA 0+00 TO STA 4+00
VERTICAL SCALE: 1" = 2'
HORIZONTAL SCALE: 1" = 20'
0 20 40
SCALE: 1" = 20'
0 20 40
SCALE: 1" = 20'
ACCESS ROAD PLAN
STA 0+00 TO STA 4+00
SCALE: 1" = 20'
0 2 4
SCALE 1" = 2'
UTILITY RECLOSER POLE
NEW UTILITY POLE
AAAC/ACSR 4 -1 1/C #250 KCMIL
OVERHEAD LENGTH 310.30 FT/PHASE CABLE
UTILITY METER POLEPROJECT GOABPROJECT RECLOSERPROJECT METER/RISER
3+
0
0
4+0
0
5+00
6+007+00
8+00
10
8
4
10
8
6
20'
R
7
7
'
R
9
7
'
R1
4
1
1
'
R1
4
5
8
'
20'
20'
EL
E
V
A
T
I
O
N
EL
E
V
A
T
I
O
N
STATION
1030
1040
1050
1060
1070
1080
1090
1100
1110
1120
1130
1140
1150
1160
1170
1030
1040
1050
1060
1070
1080
1090
1100
1110
1120
1130
1140
1150
1160
1170
4+005+006+007+008+00
EX: -4.49%
EXISTING GRADE
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
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1
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2
0
2
5
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:
1
9
p
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B
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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.
8
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 ---
---
19
BRR2406
TOWN REVIEW 04/16/2025
ISSUED FOR CONSTRUCTION 06/17/2025
D
R
A
F
T
REVISED PER CLIENT REVIEW 06/27/2025
NYSDAM REVISION 07/03/2025
RPV/NRD
RPV/NRD 11/15/23
MTS/EJK AS NOTED
ACCESS ROAD
PLAN & PROFILE
STA 4+00 - 8+00
C-401
07
ACCESS ROAD PROFILE
STA 4+00 TO STA 8+00
VERTICAL SCALE: 1" = 2'
HORIZONTAL SCALE: 1" = 20'
0 20 40
SCALE: 1" = 20'
0 20 40
SCALE: 1" = 20'
ACCESS ROAD PLAN
STA 4+00 TO STA 8+00
SCALE: 1" = 20'
0 2 4
SCALE 1" = 2'
8+00
9+00
10+0011+00
12
+
0
0
10
7
4
1
0
7
6
1
0
7
8
1
0
8
0
1
0
8
2
1
0
8
4
1
0
8
6
1060
1062
1064
1066
1068
1070
1072
1070
1072
106
410
6
6
10
6
8
10
7
0
10
7
2
10
7
4 1066
1068
1070
1072
1074
1
0
6
2
1
0
6
4
1
0
6
6
STA:11+24.98
20'
R
7
2
'
R
9
2
'
20'20'
20'
R40
'
R
4
0
'
1062
EL
E
V
A
T
I
O
N
EL
E
V
A
T
I
O
N
STATION
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
8+009+0010+0011+0011+25
-1.11%
EX: -8.39%
PROPOSED GRADE
EXISTING GRADE
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
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6
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7
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2
)
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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.
8
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 ---
---
19
BRR2406
TOWN REVIEW 04/16/2025
ISSUED FOR CONSTRUCTION 06/17/2025
D
R
A
F
T
REVISED PER CLIENT REVIEW 06/27/2025
NYSDAM REVISION 07/03/2025
RPV/NRD
RPV/NRD 11/15/23
MTS/EJK AS NOTED
ACCESS ROAD
PLAN & PROFILE
STA 8+00 - 11+24.98
C-402
08
ACCESS ROAD PROFILE
STA 8+00 TO STA 11+24.98
VERTICAL SCALE: 1" = 2'
HORIZONTAL SCALE: 1" = 20'
0 20 40
SCALE: 1" = 20'
0 20 40
SCALE: 1" = 20'
ACCESS ROAD PLAN
STA 8+00 TO STA 11+24.98
SCALE: 1" = 20'
3-SIDED OPEN BOX CULVERT
MINIMUM WIDTH OF CULVERT SHALL
BE 1.5 TIMES STREAM WIDTH
0 2 4
SCALE 1" = 2'
11
+
0
0
12+00 13+00 14+00
10
7
4
107
2
1074
1
0
6
0
1
0
6
2
10
6
4
10
6
6
10
6
8
10
7
0
10
7
2
10
7
0
10
7
2
1
0
6
4
106
6
106
8
107
0
10
7
2
10
7
4
10
6
6
1058
1060
1062
1064
1066
1068
1070
1072
1074
1062
1064
1066
1068
1070
1072
STA:11+24.98
R4
0
'
R
4
0
'
20'
20'
20
'
20
'
1
0
6
2
1
0
6
2
1
0
6
4
1
0
6
6
1
0
6
8
1
0
7
0
1072
EL
E
V
A
T
I
O
N
EL
E
V
A
T
I
O
N
STATION
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
11+25 12+00 13+00 14+00 14+50
EX: -1.40%
-1.33%
PROPOSED GRADE
EXISTING GRADE3-SIDED OPEN BOX CULVERT
MINIMUM WIDTH OF
CULVERT SHALL BE 1.5
TIMES WIDTH OF STREAMPRECAST STEM
WALL FOOTINGS
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
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6
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M
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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.
8
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 ---
---
19
BRR2406
TOWN REVIEW 04/16/2025
ISSUED FOR CONSTRUCTION 06/17/2025
D
R
A
F
T
REVISED PER CLIENT REVIEW 06/27/2025
NYSDAM REVISION 07/03/2025
RPV/NRD
RPV/NRD 11/15/23
MTS/EJK AS NOTED
ACCESS ROAD
PLAN & PROFILE
STA 11+24.98 - 14+50
C-403
09
ACCESS ROAD PROFILE
STA 11+24.98 TO STA 14+50
VERTICAL SCALE: 1" = 2'
HORIZONTAL SCALE: 1" = 20'
0 20 40
SCALE: 1" = 20'
0 20 40
SCALE: 1" = 20'
ACCESS ROAD PLAN
STA 11+24.98 TO STA 14+50
SCALE: 1" = 20'
3-SIDED OPEN BOX CULVERT
MINIMUM WIDTH OF CULVERT SHALL
BE 1.5 TIMES STREAM WIDTH
CULVERT NOTES
1.CONTRACTOR SHALL VERIFY STREAM WIDTH IN FIELD.
2.CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF CULVERT WITH
MINIMAL DISTURBANCE TO STREAM BOTTOM.
3.CONTRACTOR SHALL INSTALL CULVERT AND FOOTINGS IN
ACCORDANCE WITH MANUFACTURES REQUIREMENTS.
4.CULVERT SHALL BE A MINIMUM WIDTH OF 1.5 TIMES THE WIDTH OF THE
STREAM BANKS.
5.CONTRACTOR SHALL SUBMIT SHOP DRAWING OF CULVERT AND
FOOTINGS BEFORE ORDERING AND INSTALLING TO ENGINEER.
0 2 4
SCALE 1" = 2'
14+00 15+00 16+00 17+00
17+03
1070107
2
20
'
1066
1068
1068
1
0
6
2
1
0
6
4
1
0
6
6
1
0
6
8
1
0
7
0
1072
EL
E
V
A
T
I
O
N
EL
E
V
A
T
I
O
N
STATION
1030
1040
1050
1060
1070
1080
1090
1100
1030
1040
1050
1060
1070
1080
1090
1100
14+50 15+00 16+00 17+00 17+25
EX: -3.60%
-1.13%
PROPOSED
GRADE
EXISTING GRADE
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
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I
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0
6
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M
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S
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2
4
0
6
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M
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S
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S
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P
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7
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)
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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.
8
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 ---
---
19
BRR2406
TOWN REVIEW 04/16/2025
ISSUED FOR CONSTRUCTION 06/17/2025
D
R
A
F
T
REVISED PER CLIENT REVIEW 06/27/2025
NYSDAM REVISION 07/03/2025
RPV/NRD
RPV/NRD 11/15/23
MTS/EJK AS NOTED
ACCESS ROAD
PLAN & PROFILE
STA 14+50 - 17+03
C-404
10
ACCESS ROAD PROFILE
STA 14+50 TO STA 17+03
VERTICAL SCALE: 1" = 2'
HORIZONTAL SCALE: 1" = 20'
0 20 40
SCALE: 1" = 20'
0 20 40
SCALE: 1" = 20'
ACCESS ROAD PLAN
STA 14+50 TO STA 17+03
SCALE: 1" = 20'
0 2 4
SCALE 1" = 2'
GENEVIEVE VANBENSCHOTEN
TM#: 31.-1-13.2
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
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T
H
M
A
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S
T
R
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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-901
PROPOSED STABILIZED CONSTRUCTION
ENTRANCE, SEE DETAIL SHEET C-901
PROPOSED SILT SOCK SEE DETAIL SHEET C-901
UNDISTURBED RIPARIAN BUFFER
(NATIVE VEGETATION) MIN 40'
SETBACK FROM WATERCOURSE
LINEAR STOCKPILES NEXT TO ACCESS
ROAD AND ELECTRICAL TRENCH, TYP.
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
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E
:
J
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c
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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.
8
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 ---
---
19
BRR2406
TOWN REVIEW 04/16/2025
ISSUED FOR CONSTRUCTION 06/17/2025
D
R
A
F
T
REVISED PER CLIENT REVIEW 06/27/2025
NYSDAM REVISION 07/03/2025
SCALE: 1" = 100'
0 100 200
RPV/NRD
RPV/NRD 11/15/23
MTS/EJK AS NOTED
EROSION AND
SEDIMENT CONTROL
PLAN
C-500
11
EROSION AND SEDIMENT CONTROL
TOPOGRAPHIC FEATURES
MINOR CONTOURS (2-FT INTERVAL)
MAJOR CONTOURS (10-FT INTERVAL)
DRAINAGE ELEMENTS
SITE FEATURES
OVERHEAD ELECTRICAL UTILITY
APPROXIMATE WETLAND AREA
ADJACENT PROPERTY BOUNDARY
PAVED ROADWAY
GRAVEL ROADWAY
UNDERGROUND ELECTRICAL UTILITY
8-FT TALL DEER FENCE
SOLAR PANEL ARRAY
SEED RESTORATION LIMITS
GRASSED WATERWAY
LAND GRADING ACTIVITIES
STABILIZED CONSTRUCTION ENTRANCE
DUST CONTROL MEASURESDC
AREA OF DISTURBANCE
PROPERTY BOUNDARY
LEGEND
ZONING SETBACK
EXISTING PROPOSED NOTES
CULVERT
STOCKPILE
CONCRETE WASHOUT
1320
TREE LINE
TREE CUTTING LIMITS (NO GRUBBING
OR GROUND DISTURBANCE
JOSEPH C MILLER
TM#: 31.-1-12.212
JAMES R YOUNG
TM#: 26.-1-25.22
JOSEPH C MILLER
TM#: 31.-1-12.211
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
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T
H
M
A
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S
T
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T
E
X
T
.
JOSEPH C MILLER
TM#: 31.-1-12.22
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
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P
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0
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)
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2
0
2
5
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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.
8
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 ---
---
19
BRR2406
TOWN REVIEW 04/16/2025
ISSUED FOR CONSTRUCTION 06/17/2025
DR
A
F
T
REVISED PER CLIENT REVIEW 06/27/2025
NYSDAM REVISION 07/03/2025
PHASE SCHEDULE
1
(4.12± ACRE)
1.PRE-CONSTRUCTION MEETING
2.INSTALL PERIMETER SILT FENCE AND OTHER E&S CONTROL MEASURES AS SHOWN.
3. HAVE A QUALIFIED PROFESSIONAL CONDUCT A SITE ASSESSMENT PRIOR TO THE START OF CONSTRUCTION.
4.INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND ROAD AS SHOWN.
5.INSTALL STAGING AREA & PARKING AREA.
6.COMMENCE CLEARING, TRIMMING, & GRUBBING OPERATIONS.
7.STABILIZE ALL DISTURBED AREAS IDLE IN EXCESS OF 7 DAYS IN WHICH CONSTRUCTION WILL NOT RESUME
WITHIN 14 DAYS.
8.INSTALL PERIMETER FENCE & GATE AND ELECTRICAL UTILITIES.
9.STABILIZE AND HYDROSEED ALL DISTURBED AREAS.
10.REMOVE TEMPORARY CONSTRUCTION ROAD AND INSTALL THE PROPOSED LIMITED USE PERVIOUS GRAVEL
DRIVEWAY ONCE ALL PHASES HAVE BEEN COMPLETED.
2
(4.79± ACRE)
3
(2.73± ACRE)
1.PRE-CONSTRUCTION MEETING
2.INSTALL PERIMETER SILT FENCE AND OTHER E&S CONTROL MEASURES AS SHOWN.
3.HAVE A QUALIFIED PROFESSIONAL CONDUCT A SITE ASSESSMENT PRIOR TO THE START OF
CONSTRUCTION.
4.COMMENCE CLEARING, TRIMMING, & GRUBBING OPERATIONS.
5.STABILIZE ALL DISTURBED AREAS IDLE IN EXCESS OF 7 DAYS IN WHICH CONSTRUCTION WILL NOT
RESUME WITHIN 14 DAYS.
6.INSTALL PERIMETER FENCE, ELECTRICAL UTILITIES, WATER BARS, AND SOLAR PANELS PROGRESSING
FROM THE SOUTH TO THE NORTH.
7.STABILIZE AND HYDROSEED ALL DISTURBED AREAS.
8.CONTRACTOR SHALL NOT PROCEED TO THE NEXT PHASE UNTIL THE SOLAR PANELS HAVE BEEN
INSTALLED AND TEMPORARY STABILIZATION HAS BEEN ACHIEVED WITH SEED AND MULCH.
4
(4.85± ACRE)
5
(4.89± ACRE)
NOTES:
1. SURVEYORS WILL BE INSTRUCTED TO STAKE OUT THE BOUNDARIES FOR EACH PHASE OF CONSTRUCTION.
2. CONTRACTOR SHALL NOT EXCEED 5 ACRES OF DISTURBANCE AT ANY ONE GIVEN TIME FOR EACH PHASE OF
CONSTRUCTION UNLESS RECEIVED APPROVAL FOR 5 ACRE WAIVER.
3. PLEASE NOTE THAT THE ACREAGE FOR EACH PHASE DOES NOT REPRESENT THE ACREAGE OF PHYSICAL
GROUND DISTURBANCE. THE BOUNDARY FOR EACH PHASE IS ONLY A REPRESENTATION OF THE AREA IN WHICH
THE CONTRACTOR MAY OPERATE.
4. EACH PHASE MUST BE STABILIZED IN ACCORDANCE WITH NYSDEC STANDARDS AND SPECIFICATIONS FOR
EROSION AND SEDIMENT CONTROL (BLUEBOOK) BEFORE DISTURBANCE CAN BEGIN ON THE NEXT PHASE.
1.PRE-CONSTRUCTION MEETING
2.INSTALL PERIMETER SILT FENCE AND OTHER E&S CONTROL MEASURES AS SHOWN.
3.HAVE A QUALIFIED PROFESSIONAL CONDUCT A SITE ASSESSMENT PRIOR TO THE START OF CONSTRUCTION.
4.INSTALL TEMPORARY OFFICE TRAILER, STAGING AREA, STORAGE CONTAINER, CONCRETE WASHOUT AREA, &
PARKING AREA.
5.COMMENCE CLEARING, TRIMMING, & GRUBBING OPERATIONS.
6.STABILIZE ALL DISTURBED AREAS IDLE IN EXCESS OF 7 DAYS IN WHICH CONSTRUCTION WILL NOT RESUME
WITHIN 14 DAYS.
7.INSTALL PERIMETER FENCE & GATE, ELECTRICAL UTILITIES, EQUIPMENT PAD, AND THE WATER BARS.
8.STABILIZE AND HYDROSEED ALL DISTURBED AREAS.
9.SOLAR PANELS SOUTH OF THE ROAD SHOULD NOT BE INSTALLED UNTIL AFTER LAND MASS GRADING AND WILL
BE USED FOR TEMPORARY LAND MASS GRADING STOCKPILES.
10.CONTRACTOR SHALL AIM TO INSTALL RAIN GARDEN IN PHASE 3 BEFORE CONTINUING TO MOVE CUT MATERIAL
TO PHASES 4 AND 5. PATH MAY BE REQUIRED FROM PHASE 7 TO MOVE CUT TO PHASE 6.
11.REMOVE TEMPORARY CONSTRUCTION ROAD AND INSTALL THE PROPOSED LIMITED USE PERVIOUS GRAVEL
DRIVEWAY ONCE ALL PHASES HAVE BEEN COMPLETED.
1.PRE-CONSTRUCTION MEETING
2.INSTALL PERIMETER SILT FENCE AND OTHER E&S CONTROL MEASURES AS SHOWN.
3.HAVE A QUALIFIED PROFESSIONAL CONDUCT A SITE ASSESSMENT PRIOR TO THE START OF
CONSTRUCTION.
4.COMMENCE CLEARING, TRIMMING, & GRUBBING OPERATIONS.
5.STABILIZE ALL DISTURBED AREAS IDLE IN EXCESS OF 7 DAYS IN WHICH CONSTRUCTION WILL NOT
RESUME WITHIN 14 DAYS.
6.INSTALL PERIMETER FENCE, ELECTRICAL UTILITIES, WATER BARS, AND SOLAR PANELS PROGRESSING
FROM THE SOUTH TO NORTH.
7.STABILIZE AND HYDROSEED ALL DISTURBED AREAS.
8.CONTRACTOR SHALL NOT PROCEED TO THE NEXT PHASE UNTIL THE SOLAR PANELS HAVE BEEN
INSTALLED AND TEMPORARY STABILIZATION HAS BEEN ACHIEVED WITH SEED AND MULCH.
1.PRE-CONSTRUCTION MEETING
2.INSTALL PERIMETER SILT FENCE AND OTHER E&S CONTROL MEASURES AS SHOWN.
3.HAVE A QUALIFIED PROFESSIONAL CONDUCT A SITE ASSESSMENT PRIOR TO THE START OF
CONSTRUCTION.
4.COMMENCE CLEARING, TRIMMING, & GRUBBING OPERATIONS.
5.STABILIZE ALL DISTURBED AREAS IDLE IN EXCESS OF 7 DAYS IN WHICH CONSTRUCTION WILL NOT
RESUME WITHIN 14 DAYS.
6.INSTALL PERIMETER FENCE, ELECTRICAL UTILITIES, WATER BARS, AND SOLAR PANELS PROGRESSING
FROM THE SOUTH TO NORTH.
7.STABILIZE AND HYDROSEED ALL DISTURBED AREAS.
8.CONTRACTOR SHALL NOT PROCEED TO THE NEXT PHASE UNTIL THE SOLAR PANELS HAVE BEEN
INSTALLED AND TEMPORARY STABILIZATION HAS BEEN ACHIEVED WITH SEED AND MULCH.
SCALE: 1" = 100'
0 100 200
RPV/NRD
RPV/NRD 11/15/23
MTS/EJK AS NOTED
PHASING PLAN
C-600
12
1
2
34
5
GENEVIEVE VANBENSCHOTEN
TM#: 31.-1-13.2
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
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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-901
PROPOSED SEEDING AREA, ±20.66
AC. 3' SOLAR POLLINATOR MIX, SEE
SEEDING SPECIFICATION SHEET
C-901
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
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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.
8
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 ---
---
19
BRR2406
TOWN REVIEW 04/16/2025
ISSUED FOR CONSTRUCTION 06/17/2025
DR
A
F
T
REVISED PER CLIENT REVIEW 06/27/2025
NYSDAM REVISION 07/03/2025
SCALE: 1" = 100'
0 100 200
RPV/NRD
RPV/NRD 11/15/23
MTS/EJK AS NOTED
LANDSCAPING PLAN
C-700
13
EROSION AND SEDIMENT CONTROL
TOPOGRAPHIC FEATURES
MINOR CONTOURS (2-FT INTERVAL)
MAJOR CONTOURS (10-FT INTERVAL)
DRAINAGE ELEMENTS
SITE FEATURES
OVERHEAD ELECTRICAL UTILITY
APPROXIMATE WETLAND AREA
ADJACENT PROPERTY BOUNDARY
PAVED ROADWAY
GRAVEL ROADWAY
UNDERGROUND ELECTRICAL UTILITY
8-FT TALL DEER FENCE
SOLAR PANEL ARRAY
SEED RESTORATION LIMITS
GRASSED WATERWAY
LAND GRADING ACTIVITIES
STABILIZED CONSTRUCTION ENTRANCE
DUST CONTROL MEASURESDC
AREA OF DISTURBANCE
PROPERTY BOUNDARY
LEGEND
ZONING SETBACK
EXISTING PROPOSED NOTES
CULVERT
STOCKPILE
CONCRETE WASHOUT
1320
TREE LINE
TREE CUTTING LIMITS (NO GRUBBING
OR GROUND DISTURBANCE
GENEVIEVE VANBENSCHOTEN
TM#: 31.-1-13.2
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
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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
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
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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.
8
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 ---
---
19
BRR2406
TOWN REVIEW 04/16/2025
ISSUED FOR CONSTRUCTION 06/17/2025
DR
A
F
T
REVISED PER CLIENT REVIEW 06/27/2025
NYSDAM REVISION 07/03/2025
SOIL GROUPS TABLE
SOIL GROUP NUMBER TOTAL AREA ON SITE AREA DISTURBED
SOIL TYPE 1 0 AC.0 AC.
SOIL TYPE 2 10.36± AC.3.78± AC.
SOIL TYPE 3 1.87± AC.0.9± AC.
SOIL TYPE 4 0 AC.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.
PRIME SOILS LEGEND
SOIL TYPE 2, PRIME FARMLAND
SOIL TYPE 3, FARMLAND OF STATEWIDE IMPORTANCE
SCALE: 1" = 100'
0 100 200
RPV/NRD
RPV/NRD 11/15/23
MTS/EJK AS NOTED
PRIME SOILS
IMPACT PLAN
C-800
14
EROSION AND SEDIMENT CONTROL
TOPOGRAPHIC FEATURES
MINOR CONTOURS (2-FT INTERVAL)
MAJOR CONTOURS (10-FT INTERVAL)
DRAINAGE ELEMENTS
SITE FEATURES
OVERHEAD ELECTRICAL UTILITY
APPROXIMATE WETLAND AREA
ADJACENT PROPERTY BOUNDARY
PAVED ROADWAY
GRAVEL ROADWAY
UNDERGROUND ELECTRICAL UTILITY
8-FT TALL DEER FENCE
SOLAR PANEL ARRAY
SEED RESTORATION LIMITS
GRASSED WATERWAY
LAND GRADING ACTIVITIES
STABILIZED CONSTRUCTION ENTRANCE
DUST CONTROL MEASURESDC
AREA OF DISTURBANCE
PROPERTY BOUNDARY
LEGEND
ZONING SETBACK
EXISTING PROPOSED NOTES
CULVERT
STOCKPILE
CONCRETE WASHOUT
1320
TREE LINE
TREE CUTTING LIMITS (NO GRUBBING
OR GROUND DISTURBANCE
0.6' TYP.
1'
4' 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
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)
01 - TRANSFORMER
02 - INVERTER
03 - REINFORCED CONCRETE SLAB PSI 3500
04 - AUXILIARY EQUIPMENT PAD
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
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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.
8
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 ---
---
19
BRR2406
TOWN REVIEW 04/16/2025
ISSUED FOR CONSTRUCTION 06/17/2025
DR
A
F
T
REVISED PER CLIENT REVIEW 06/27/2025
NYSDAM REVISION 07/03/2025
ELECTRICAL TRENCH DETAIL
NOT TO SCALE
SOLAR PANEL MECHANICAL SPECIFICATION DETAIL
NOT TO SCALE
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
RPV/NRD
RPV/NRD 11/15/23
MTS/EJK AS NOTED
SITE DETAILS
C-900
15
8-FT DEER FENCE DETAIL
SCALE: 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.
6.FENCE SHALL HAVE A MINIMUM HEIGHT OF 8 FT.
7.A 5' GAP FROM GRADE TO THE BOTTOM OF THE FENCE TO ALLOW FOR THE MOVEMENT OF SMALL ANIMALS.
WARNING
ANYONE DAMAGING, VANDALIZING, OR
INTERFERING WITH THE OPERATION OF
THIS FACILITY IS IN VIOLATION OF
TITLE 18. UNITED STATES CODE SECTION 1366
AND PUNISHABLE BY 10 YEARS
IMPRISONMENT AND $50,000 FINE.
NOTICE
IN CASE OF
EMERGENCY CALL
( )-___-____
BLUE BARNS
SOLAR ARRAY
COMPANY, LLC
24HR EMERGENCY CONTRACT
NAME, PHONE, ADDRESS
DANGER
HIGH
VOLTAGE
KEEP OUT
NO
TRESSPASSING
PRIVATE PROPERTY.
UNAUTHORIZED ENTRY PROHIBITED
VIOLATORS WILL BE PROSECUTED UNDER
AUTHORITY OF THE STATE OF NEW YORK
PENAL LAW SECTION 140.10
THESE FACILITIES ARE
MONITORED BY VIDEO &
ELECTRONIC SECURITY
EQUIPMENT
WARNING
SIGNAGE DETAIL
SCALE: NOT TO SCALE
5"Ø x 16" PRESSURE TREATED POST
(TYP.) OR 3" O.D. GALVANIZED
STEEL POST, OR APPROVED EQUAL
6" Ø x 16' PRESSURE
TREATED RED PINE POST,
TYP. OR 3" O.D.
GALVANIZED STEEL POST
OR APPROVED EQUAL
6'-8"
16' BRACE SPACING (TYP.)
12.5 GAUGE CLASS 3 GALVANIZED
HIGH TENSILE BRACE WIRE (MIN
TENSILE STRENGTH OF 170,000 LBS)
DONALDS OR ROBERSTON WIRE
STRAINER WIDTH 1/2" Ø SQUARE
HUB OR APPROVED EQUAL
MAINTAIN A MINIMUM 6"
WILDLIFE GATE UNDER FENCE
BRACE WIRE TO FROM A DOUBLE LOOP IN A FIGURE EIGHT FASHION
POSITION OVER THE BRACE PIN AT THE TOP AND IS HELD IN PLACE
BY FENCE STABLES AT THE BOTTOM. THE STABLE SHOULD BE SET
WITH SUFFICIENT SPACE TO ALLOW THE WIRE TO BE THREADED
THROUGH - DO NOT SET THEM TIGHT
BARBED STABLES MINIMUM 9 GAUGE, CLASS 3 GALVANIZED 1-3/4 IN.
LONG. THE TOP AND BOTTOM TWO HORIZONTAL WIRE TO BE
STAPLED TO LINE POST WITH AN ADDITIONAL 6 STAPLES IN A
RANDOM ALTERNATION PATTERN
10" GALVANIZED LANDSCAPE SPIKE OR PIN
8' HIGH TENSILE 12
5 GAUGE. HIGH TENSILE WIRE, CLASS 3 GALVANIZED.
WOVEN WIRE TO BE COMPRISED OF 20 HORIZONTAL WIRE.
ASSEMBLED WITH VERTICAL STAY WIRE 12 IN. APART
4"Ø X 14' PRESSURE TREATED POST
(TYP.) OR 3" O/D. GALVANIZED
STEEL POST, OR APPROVED EQUAL20' LINE SPACING (TYP.)
FINISH GROUND SURFACE
EXISTING
SUBGRADE
ALL POST TO BE SET USING
A MECHANICAL POST DRIVER
LINE POST TO
BE SET 4' DEEP
NO
TRESSPASSING
PRIVATE PROPERTY.
UNAUTHORIZED ENTRY PROHIBITED
VIOLATORS WILL BE PROSECUTED UNDER
AUTHORITY OF THE STATE OF NEW YORK
PENAL LAW SECTION 140.10
WARNING
ANYONE DAMAGING, VANDALIZING, OR
INTERFERING WITH THE OPERATION OF
THIS FACILITY IS IN VIOLATION OF
TITLE 18. UNITED STATES CODE SECTION 1366
AND PUNISHABLE BY 10 YEARS
IMPRISONMENT AND $50,000 FINE.
DANGER
HIGH
VOLTAGE
KEEP OUT
THESE FACILITIES ARE
MONITORED BY VIDEO &
ELECTRONIC SECURITY
EQUIPMENT
WARNING
NOTICE
IN CASE OF
EMERGENCY CALL
( )-___-____
3"
3"
4'-8"
REFER TO SIGNAGE DETAIL
DEER FENCE GATE NOTE(S):
1.GATE SHALL BE SELF LOCKING
2.OPERATOR IDENTIFICATION AND TELEPHONE NUMBER SHALL BE PROVIDED, AND OPERATOR MUST BE AVAILABLE FOR
CONTACT ON A 24/7 BASIS.
8-FT DEER FENCE GATE DETAIL
NOT TO SCALE
HEAVY DUTY GALVANIZED
8' x 12' GATE WITH 4" x 4"
MESH PANELS WELDED,
TYP.
HEAVY DUTY GALVANIZED
3
4" PINTLE GATE HINGE,
TYP. 3 EACH GATE
1 5
8" ROUND TUBULAR
GALVANIZED FRAMING
6" Ø x 16' PRESSURE
TREATED RED PINE POST,
TYP. OR 3" O.D.
GALVANIZED STEEL POST
OR APPROVED EQUAL
GATE POST, TYP.
LATCH IN OPEN
POSITION
LOCKING TANG
LOCKING TANG
GATE LATCH
MAINTAIN 4" SPACING
UNDER GATES
10" MIN.12' GATE WIDTH 12' GATE WIDTH
2" TO 4"
SPACING
8'
DONALDS WIRE STRAINER
OR APPROVED EQUAL
12.5 GUAGE CLASS 3
GALVANIZED HIGH
TENSILE BRACE WIRE (MIN
TENSILE STRENGTH OF
170,000 LBS)
PROVIDE KNOCK BOX AND
COORDINATE WITH LOCAL
EMERGENCY SERVICES
GATE LATCH
THESE FACILITIES ARE
MONITORED BY VIDEO &
ELECTRONIC SECURITY
EQUIPMENT
WARNINGWARNING
ANYONE DAMAGING, VANDALIZING, OR
INTERFERING WITH THE OPERATION OF
THIS FACILITY IS IN VIOLATION OF
TITLE 18. UNITED STATES CODE SECTION 1366
AND PUNISHABLE BY 10 YEARS
IMPRISONMENT AND $50,000 FINE.
NO
TRESSPASSING
PRIVATE PROPERTY.
UNAUTHORIZED ENTRY PROHIBITED
VIOLATORS WILL BE PROSECUTED UNDER
AUTHORITY OF THE STATE OF NEW YORK
PENAL LAW SECTION 140.10
NOTICE
IN CASE OF
EMERGENCY CALL
( )-___-____
BLUE BARNS
SOLAR ARRAY
COMPANY, LLC
24HR EMERGENCY CONTRACT
NAME, PHONE, ADDRESS
DANGER
HIGH
VOLTAGE
KEEP OUT
3"
3"
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
12'MIN.
50'MIN.
6"MIN.
50'MIN.
12'MIN.
10'MIN.
10'MIN.
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
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.
SLO
P
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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
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
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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.
8
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 ---
---
19
BRR2406
TOWN REVIEW 04/16/2025
ISSUED FOR CONSTRUCTION 06/17/2025
DR
A
F
T
REVISED PER CLIENT REVIEW 06/27/2025
NYSDAM REVISION 07/03/2025
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).
2.FOLLOWING SEEDING APPLY AIR-DRIED HAY OR STRAW
MULCH FREE OF UNDESIREABLE SEED AND COURSE
MATERIALS AT A RATE OF TWO TONS (100-120 BALES) PER
ACRE.
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.
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
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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
RPV/NRD
RPV/NRD 11/15/23
MTS/EJK AS NOTED
EROSION AND
SEDIMENT CONTROL
DETAILS
C-901
16
SHEET FLOW MAXIMUM OVERALL SLOPE
NOT TO EXCEED 8%
LEVEL SPREADER
(WHERE NECESSARY)
SEEDED PER UPLAND
SEED MIX SPECIFICATION
FILTER STRIP LENGTH PER
SOIL/SLOPE/COVER REQUIREMENTS
GRADED, UNCOMPACTED OR
LIGHTLY COMPACTED SUBGRADE
MINIMUM TOPSOIL DEPTH 8"
FIRST 10 FT OF FILTER TO
BE LESS THAN 2% SLOPE
REQUIRED ELEMENTS:
1.MAXIMUM CONTRIBUTING LENGTH SHALL BE 150 FEET FOR PERVIOUS AND 75 FEET FOR IMPERVIOUS
SURFACES.
2.RUNOFF SHALL ENTER THE BUFFER AS OVERLAND SHEET FLOW; A FLOW SPREADER CAN BE SUPPLIED
TO ENSURE THIS, IF AVERAGE CONTRIBUTING SLOPE CRITERIA CANNOT BE MET (NOTE: A LEVEL
SPREADER SHALL BE USED BETWEEN BUFFER SLOPES RANGING BETWEEN 3% AND 15%; FOR BUFFER
SLOPES BEYOND 15% THIS PRACTICE CANNOT BE APPLIED)
3.MINIMUM WIDTH OF A VEGETATED FILTER STRIP OR UNDISTURBED RIPARIAN BUFFER SHALL BE 50 FEET
FOR SLOPES OF 0% TO 8%, 75 FEET FOR SLOPES OF 8% TO 12% AND 100 FEET FOR SLOPES OF 12% TO
15%.
4.BUFFERS MUST BE FILLY VEGETATED.
5.SITTING AND SIZING OF THE PRACTICE SHOULD ADDRESS WQV AND RUNOFF REDUCTION
REQUIREMENTS AND CANNOT RESULT IN OVERFLOW TO UNDESIGNATED AREAS.
NOTE: IN HSG C AND D BUFFER LENGTH SHOULD BE INCREASED BY 15%-20% RESPECTIVELY.
GRASS FILTER STRIP DETAIL
SCALE: NOT TO SCALE
1'
1'
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
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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.
8
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 ---
---
19
BRR2406
TOWN REVIEW 04/16/2025
ISSUED FOR CONSTRUCTION 06/17/2025
DR
A
F
T
REVISED PER CLIENT REVIEW 06/27/2025
NYSDAM REVISION 07/03/2025
RPV/NRD
RPV/NRD 11/15/23
MTS/EJK AS NOTED
DRAINAGE DETAILS
C-902
17
CULVERT DETAIL
NOT TO SCALE
EDGE OF CRUSHED
STONE BASE EXTENDS 1'
PAST ROOF EDGE
ZONE CONTROLLER MAST
CORRUGATED METAL ROOF WITH RIDGE SEAM / FLASHING
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
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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.
8
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 ---
---
19
BRR2406
TOWN REVIEW 04/16/2025
ISSUED FOR CONSTRUCTION 06/17/2025
DR
A
F
T
REVISED PER CLIENT REVIEW 06/27/2025
NYSDAM REVISION 07/03/2025
SOLAR TRACKER SPECIFICATIONS
NOT TO SCALE
INVERTER SPECIFICATIONS
NOT TO SCALE
SOLAR PANEL SPECIFICATIONS
NOT TO SCALE
MI
N
I
M
U
M
CL
E
A
R
A
N
C
E
3
'
Mi
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±
1
/
2
"
Purlin per table
schedules
Pivot arm [S7340]
(4) 3/8" x 3/4" HH Galv.
Bolt & Nut [2GB37X075HH]
WITH 3/8" Galv. Washer
[2W37GALV] and 3/8"
Galv. Lock washer
[2W37GALV-LOCK]
PV Module
Pivot arm purlin clip each
end [ (2) S7342-7]
FRONT VIEW
Post per post
schedule(s) on
REAR VIEW
Component
layout sheet(s)
Lever arm
Mounting plate
beyond
PV Module
Gear Box
DETAIL 3 DETAIL 5
PV Module in
rotated position
PV Module in
stowed position
DETAIL 5 Pivot arm per table
schedule(s)
Purlin per stowed
position schedule(s)
DETAIL 3
Post per post
schedule(s)
±0.00
@6
0
.
0
0
°
MA
X
I
M
U
M
CL
E
A
R
A
N
C
E
1
1
'
CL
E
A
R
A
N
C
E
7
'
TRACKER SOLAR ARRAY DETAIL
SCALE: NOT TO SCALE
INVERTER BANK DETAIL
SCALE: NOT TO SCALE
PLACE 18"
SERVICE LOOP
ON THIS
UNISTRUT
RPV/NRD
RPV/NRD 11/15/23
MTS/EJK AS NOTED
EQUIPMENT
SPECIFICATION
C-903
18
4" DEPTH OF CRUSHED
STONE BASE EXTENDS 1'
PAST ROOF EDGE
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
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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.
8
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 ---
---
19
BRR2406
TOWN REVIEW 04/16/2025
ISSUED FOR CONSTRUCTION 06/17/2025
DR
A
F
T
REVISED PER CLIENT REVIEW 06/27/2025
NYSDAM REVISION 07/03/2025
SCALE: N/A1 SCALE: N/A2 SCALE: N/A3 SCALE: N/A4
GROUND GRID & SWITCH HANDLE GROUNDING DEATILS
SCALE: N/A6
POLE C1-CUSTOMER OWNED POLE WITH
MAIN SERVICE DISCONNECT, C511 GANG
OPERATED AIR BREAK
POLE C2-CUSTOMER OWNED POLE WITH
CUSTOMER OWNED RECLOSER, R516
POLE C3-CUSTOMER OWNED POLE
WITH UTILITY OWNED METER
POLE C4-CUSTOMER OWNED RISER/CUSTOMER
METER , POLE WITH 600A SOLID BLADE
CUTOUTS, C513
NOTES:
1.REFER TO NATIONAL GRID "SPECIFICATIONS FOR ELECTRICAL INSTALLATIONS" &
"SUPPLEMENTS TO THE SPECIFICATIONS FOR ELECTRICAL INSTALLATIONS" FOR ADDITIONAL
DETAILS. ANY MODIFICATONS FROM NATIONAL GRIDS STANDARDS MUST BE SUBMITTED AND
APPROVED BY NATIONAL GRID PRIOR TO INSTALLATION.
2.ALL NON-CURRENT CARRYING METALLIAC PARTS SHALL BE BONDED TO EQUIPMENT GROUND
WITH A STRANDED #4AWG BARE COPPER CONDUCTOR. THIS INCLUDES SWITCH FRAMES, GUY
WIRES, SWITCH BASES, AND THE NEUTRAL CONDUCTOR.
3.POLES SHALL BE CLASS 3, FULL LENGTH PENTA TREATMENT, AND CONFORM TO THE
STANDARDS OF EEI TD-103 & ANSI O5.1. CROSSARMS SHALL CONFORM TO SPECIFICATIONS OF
EEI TD-90.
4.POLES SHALL BE A MINIMUM OF 40' IN HEIGHT, SET AT 6' MINIMUM DEPTH.
5.LOCATIONS AND QUANTITIES OF STRUCTURAL COMPONENTS ARE SUBJECT TO A DELEGATED
DESIGN IS REQUIRED TO VERIFY THE STRUCTURAL INTEGRITY OF THE OVERHEAD
TRANSMISSION SYSTEM AND SHALL ENCOMPASS ALL OF THE VARIABLE INCLUDING, BUT NOT
LIMITED TO: GUY WIRES, ALL POLES & POLE MOUNTED EQUIPMENT, AND WIRING REQUIRED
FOR OVERHEAD TRANSMISSION. THE DELEGATED DESIGN SHALL BE COMPLETED AND SEALED
BY A LICENSED PROFESSIONAL ENGINEER AND INCLUDED AS PART OF THE SUBMITTAL
PROCESS.
6.POLES SHALL BE A MINIMUM OF 25FT APART. REFER TO SITE PLANS FOR EXACT SPACING.
7.REFER TO ESB 752-1994, SERVICE ABOVE 15,000 VOLTS, LARGE COMMERCIAL & INDUSTRIAL
FOR REFERENCES TO FIGURES FOR TABLE "OUTDOOR STRUCTURE ELECTRICAL CLEARANCES.
OUTDOOR STRUCTURE ELECTRICAL
RPV/NRD
RPV/NRD 11/15/23
MTS/EJK AS NOTED
OVERHEAD
ELECTRICAL
DETAILS
C-904
19