HomeMy WebLinkAbout13 - Groton Solar 1 Civil DrawingsNORTH SITE
SITE:SOUTH MAIN STREET, EXT. GROTON, NY 12777
TM #: 26-1-25.22
LOT AREA: 102.2 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 I (SOUTH MAIN STREET), LLC
SOUTH MAIN STREET, EXT. NORTH PARCEL
SOLAR PROJECT
5.0 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 I (SOUTH MAIN STREET), LLC
228 AVIATION AVENUE, SUITE 200
SOUTH BURLINGTON, VT 05403
COVER
SHEET 1 OF 18
VICINITY MAP
SCALE: 1"=2500'
NO. SHEET TITLE
1.COVER
2.C-001 GENERAL NOTES AND LEGEND INFORMATION
3.C-100 EXISTING CONDITIONS PLAN
4.C-101 SITE LAYOUT PLAN
5.C-200 GRADING AND DRAINAGE PLAN
6.C-201 ACCESS ROAD PROFILE I
7.C-202 ACCESS ROAD PROFILE II
8.C-203 EROSION AND SEDIMENT CONTROL PLAN
9.C-204 PHASING PLAN
10.C-500 LANDSCAPING PLAN
11.C-600 SITE DETAILS I
12.C-601 SITE DETAILS II
13.C-602 SITE DETAILS III
14.C-603 SITE DETAILS IV
15.C-604 EROSION AND SED. CONTROL DETAILS
16.C-605 EQUIPMENT SPECIFICATIONS
17.SWP-100 PRE-CONSTRUCTION SUB-CATCHMENT PLAN
18.SWP-101 POST-CONSTRUCTION SUB-CATCHMENT PLAN
ISSUED FOR: CONSTRUCTION DOCUMENTS
ISSUE DATE: 07/22/2025
LAST REVISED: 07/22/2025
SCALE: 1" = 2500'
0 2500 5000
SOURCE: NEW YORK STATE GIS RESOURCES
SOUTH SITE
(SEPARATE
PROJECT/SUBMISSION)
RPV 04/04/2024
MTS AS NOTED
INFORMATION
AND LEGEND
GENERAL NOTES
C-001
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
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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
9
NY GROTON I (SOUTH MAIN STREET), LLC
228 AVIATION AVENUE, SUITE 200
BURLINGTON, VT 05403
SOUTH MAIN STREET, EXT.
NORTH PARCEL SOLAR
FARM PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
26-1-25.22 ---
---
18
BRR2405
CONSTRUCTION DOCUMENTS 06/13/2025
CONSTRUCTION DOCUMENTS 06/27/2025
SWPPP 07/22/2025
BASEMAP NOTES
1.EXISTING CONDITIONS BASEMAP INFORMATION IS BASED ON LIDAR
FROM NYS GIS DATA DOWNLOADED ON 11-15-23 AND A TOPOGRAPHIC
SURVEY PROVIDED BY BULLROCK SOLAR.
2.PROPOSED SOLAR DEVELOPMENT LAYOUT INFORMATION IS BASED ON
DRAWING DEVELOPED BY BULLROCK SOLAR, TITLED "SOUTH MAIN 1
LAYOUT 4.7.2025". 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 DRAWING PROVIDED BY BULLROCK SOLAR TITLED
"GROTON CAD FILE 3-19-2025".
WETLANDS NOTES
1.EXISTING STREAM AND WETLANDS INFORMATION IS BASED ON NYSDEC
ENVIRONMENTAL RESOURCE MAPPER PUBLICLY AVAILABLE DATA AND
WETLANDS DELINEATION PERFORMED BY 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.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 SEEDED
AND MULCHED WITH HAY OR STRAW WITHIN ONE WEEK OF FINAL
DISTURBANCE. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE
VEGETATIVE COVER IS ESTABLISHED.
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.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.TOPSOIL TO BE STRIPPED AND STOCKPILED SEPARATELY FROM
SUB-SOILS. TOPSOIL TO BE UTILIZED ON-SITE FOLLOWING GRADING
ACTIVITIES AND PRIOR TO SEEDING.
4.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.
5.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.
6.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.
7.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 # :26-1-25.22
EXISTING ZONING:RURAL AGRICULTURAL
LOT AREA: 102.2 ACRES
PROPOSED USE:LARGE SCALE SOLAR
REQUIRED PROPOSED
LOT SIZE 5 AC.102.2 AC.
MAX. LOT COVERAGE 75%22%
HEIGHT 20' 15'
PROPERTY SETBACK (FRONT ℄ ROAD) 150'503'
PROPERTY SETBACK (SIDE/BACK)75'195.7'
ZONING ANALYSIS
SOLAR MODULE NOTES
MANUFACTURER:HELIENE
MODEL:156HC M10 SL BIFACIAL
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:13,940 CY
TOTAL FILL: 14,552 CY
NET FILL: 612 CY
NOTE:
1.NO SHRINK/SWELL MULTIPLIER WAS APPLIED TO THE TOTAL CUT AND
FILL VALUES.
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 (NO STUMP REMOVAL
OR GROUND DISTURBANCE)
TREE CLEARING (STUMP REMOVAL AND
GROUND DISTURBANCE)
LANDSCAPING NOTES
1.EVERGREEN TREES AND BUSHES ARE TO BE PLANTED NO MORE THAN 8
FEET APART.
2.TO THE MAXIMUM EXTENT PRACTICABLE, AT THE TIME OF PLANTING
INSTALLED VEGETATION SHOULD BE A MINIMUM FOUR (4) FEET TALL
AND SHALL ADEQUATELY SCREEN THE SOLAR ENERGY SYSTEM
FACILITY WITHIN 5 GROWING SEASONS.
3.EXISTING VEGETATION MAY BE USED TO SATISFY ALL OR A PORTION OF
THE REQUIRED LANDSCAPED SCREENING.
4.ERNEST CONSERVATION SEEDS NORTHEAST POLLINATOR 3' MIX -
ERNMX-612 (OR APPROVED EQUAL) 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) OR APPROVED EQUAL.
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%
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 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.
1
1
8
0
1
1
9
0
1
2
0
0
12
1
0
1
2
2
0
1220
12
2
0
1
2
3
0
1230
1
2
3
0
12
4
0
12
4
0
12
4
0
1
2
5
0
12
5
0
126
0
1
2
6
0
1200
ROBERT ZIMMER JR.
TM#: 26.-1-25.21BARRY C SIEBE
TM#: 26.-1-25.1
F&M LAND LLC
TM#: 26.-1-24.1
ROBERT P DAUGHERTY
TM#: 26.-1-24.2
WILLIAM CONWAY
TM#: 26.-1-20
HOPE E COUNTS
TM#: 13.-1-8
JAMES R YOUNG
TM#: 13.-3-4
ADAM G BRICKEY
TM#: 13.-3-3.1
JOHN YOUNG
TM#: 26.-1-19
TRAVIS PIERCE
TM#: 26.-1-17.22
GENEVIEVE VANBENSCHOTEN
TM#: 31.-1-13.2
JOSEPH C MILLER
TM#: 31.-1-12.212
DANIEL J. CAREY
TM#: 30.-1-5
JOSEPH T ANTRUM
TM#: 31.-1-15.2
REED LUMBERT
TM#: 31.-1-15.1
CODY LIVING TRUST
TM#: 9.-2-8.2
JAMES R YOUNG
TM#: 26.-1-25.22
JAMES R YOUNG
TM#: 26.-1-25.22
SCOTT METCALF
TM#: 26.-1-14.35
LOT 76
LOT 86
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VILLAGE OF GRO
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TOWN OF GROT
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APPROXIMATE LIMITS OF
DISTURBANCE, ±27.54 AC.
PROPERTY LINE
EXISTING OVERHEAD
ELECTRIC
EXISTING STREAM
EXISTING FARMLAND
EXISTING WOODED
AREA
APPROXIMATE LIMITS OF
TREE CUTTING, ±1.22 AC.
APPROXIMATE LIMITS OF
TREE CUTTING, ±5.63 AC.
POTENTIAL WETLANDS, TYP.
EXISTING NATIONAL WETLANDS
FdB
BgC
HdD
HdC
BgC
HdD
HpE
LaB
USDA SOIL TYPE
BOUNDARY, TYP.
USDA SOIL TYPE
CLASSIFICATION, TYP.
5/8" REBAR
OWASCO CAP
5/8" REBAR
T.G. MILLER CAP
40" ASH TREE
FENCE CORNER
5/8" REBAR
T.G. MILLER CAP2" PIPE
5/8" REBAR
DAVISON CAP
5/8" REBAR
T.G. MILLER CAP
3/4" REBAR
5/8" REBAR
KLUMP CAP
5/8" REBAR
KLUMP CAP
5/8" REBAR
5/8" REBAR
KLUMP CAP
3/4" REBAR
1/2" REBAR
3/4" REBAR
3/4" REBAR
3/4" REBAR
5/8" REBAR
OWASCO CAP
APPROXIMATE LIMITS OF
TREE CLEARING AND
GRUBBING, ±12.36 AC.
RPV 03/04/2025
MTS AS NOTED
PLAN
CONDITIONS
EXISTING
C-100
3
EXISTING CONDITIONS PLAN
SCALE: 1" = 150'SCALE: 1" = 150'
0 150 300
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
9
NY GROTON I (SOUTH MAIN STREET), LLC
228 AVIATION AVENUE, SUITE 200
BURLINGTON, VT 05403
SOUTH MAIN STREET, EXT.
NORTH PARCEL SOLAR
FARM PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
26-1-25.22 ---
---
18
BRR2405
CONSTRUCTION DOCUMENTS 06/13/2025
CONSTRUCTION DOCUMENTS 06/27/2025
SWPPP 07/22/2025
LOT 76
LOT 86
150.0'
40.4'
75.0'
150.0'
180.2'
75.0'
105.7'
75.0'
195.7'
319.1'
150.0'
25.8'
503.0'
34.5 KV 3PH OVERHEAD:
COMPANY NYSEG
SUBSTATION PERUVILLE TAP
NUMBER OF PHASES 3
CIRCUIT NAME 4303701
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 8' TALL DEER FENCE,
TYP. SEE DETAIL SHEET C-600
PROPOSED CRUSHED STONE ACCESS
ROAD SEE DETAIL SHEET C-600
PROPOSED TEMPORARY
CONSTRUCTION STAGING
AREA
PROPOSED LEYLAND CYPRESS
VISUAL SCREENING, TYP.
ZONING SETBACK, TYP.
PROPOSED LEYLAND CYPRESS
VISUAL SCREENING
S
O
U
T
H
M
A
I
N
S
T
R
E
E
T
156HC SL BIFACIAL MODULE SOLAR PANELS WITH
OMCO ONE-IN PORTRAIT TRACKER, TYP. SEE
SPECIFICATIONS SHEET C-605
INVERTER MANUFACTURER: CPS
MODEL: SCH250K-T-US-600
NUMBER OF INVERTERS: 10
SIZE OF EACH INVERTER: 2500 KVA
CUSTOMER TRANSFORMER
2.5 MVA
CUSTOMER TRANSFORMER
2.5 MVA
INVERTER MANUFACTURER: CPS
MODEL: SCH250K-T-US-600
NUMBER OF INVERTERS: 10
SIZE OF EACH INVERTER: 2500 KVA
CUSTOMER PROVIDED
RISER/METER
CUSTOMER PROVIDED
RECLOSER
CUSTOMER PROVIDED
GOAB
UTILITY PRIMARY
METER
PRESUMED POI
LOCATION
INFILTRATION TRENCH, TYP.
AREA OF DISTURBANCE
TREE CUTTING LIMITS, TYP.
15" HDPE CULVERT IN
ROADSIDE DITCH
UNDER ACCESS ROAD
PROPOSED MAN-GATE TYPICAL
SEE DETAIL C-600
UTILITY RECLOSER
RPV 03/04/25
MTS AS NOTED
SITE LAYOUT PLAN
C-101
4SITE PLAN
SCALE: 1" = 100'SCALE: 1" = 100'
0 100 200
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
9
NY GROTON I (SOUTH MAIN STREET), LLC
228 AVIATION AVENUE, SUITE 200
BURLINGTON, VT 05403
SOUTH MAIN STREET, EXT.
NORTH PARCEL SOLAR
FARM PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
26-1-25.22 ---
---
18
BRR2405
CONSTRUCTION DOCUMENTS 06/13/2025
CONSTRUCTION DOCUMENTS 06/27/2025
SWPPP 07/22/2025
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 (NO STUMP REMOVAL
OR GROUND DISTURBANCE)
TREE CLEARING (STUMP REMOVAL AND
GROUND DISTURBANCE)
1
1
8
0
1
1
9
0
1
2
0
0
12
1
0
1
2
2
0
1220
12
2
0
1
2
3
0
1230
1
2
3
0
12
4
0
12
4
0
12
4
0
1
2
5
0
12
5
0
126
0
1
2
6
0
0+0
0
1+0
0
2+00 3+00 4+00 5+00 6+00 7+00
8+
0
0
9+
0
0
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14+00 15+00 16+00 17+00 18+00 19+00 19+48
1200
LOT 76
LOT 86
PROPOSED CONTOUR, TYP.
PROPOSED INFILTRATION TRENCH 1A, 4 FT WIDE x 4 FT
DEEP, 707 LF TOTAL AT EL. 1252'
6" Ø SLOTTED PIPE INSTALLED IN TRENCH WITH:
- OVERFLOW VERTICAL PIPE AT INV. 1,251.5'
- OUTLET INV. AT EL. 1,248' IN GRASSED WATERWAY
1
2
5
0
1
2
6
0
1
2
7
0
1
2
7
0
1
2
6
0
125
0
124
0
1230
1240
1240
1230
1230
1
2
3
0
1220
12
5
0
12
4
0
12
3
0
12
2
0
12
1
0
1
2
1
0
1200
1190
11801170
11
6
0
PROPOSED INFILTRATION TRENCH 1B, 6 FT WIDE x 4 FT
DEEP, 708 LF TOTAL AT EL. 1240'.
6" Ø SLOTTED PIPE INSTALLED IN TRENCH WITH:
- OVERFLOW VERTICAL PIPE AT INV. 1,239.5'
- OUTLET INV. AT EL. 1,236' IN GRASSED WATERWAY
EXISTING CONTOUR, TYP.
GRASSED WATERWAY WITH ROCK OUTLET
PROTECTION
GRASSED WATERWAY WITH GRAVEL
LEVEL SPREADER AT THE OUTLET
ACCESS ROAD STATIONS, SEE PROFILES
SHEETS C-201 AND C-202
PROPOSED INFILTRATION TRENCH 2A, 6 FT WIDE x 4 FT
DEEP, 499 LF TOTAL AT EL. 1,237'
6" Ø SLOTTED PIPE INSTALLED IN TRENCH WITH:
- OVERFLOW VERTICAL PIPE AT INV. 1,236.5'
- OUTLET INV. AT EL. 1,233'
PROPOSED INFILTRATION TRENCH 3A, 4 FT WIDE x 4 FT
DEEP, 140 LF TOTAL AT EL. 1,236'
6" Ø SLOTTED PIPE INSTALLED IN TRENCH WITH:
- OVERFLOW VERTICAL PIPE AT INV. 1,235.5'
- OUTLET INV. AT EL. 1,232'
PROPOSED INFILTRATION TRENCH 2B, 6 FT WIDE x 4 FT
DEEP, 499 LF TOTAL AT EL. 1,221'
6" Ø SLOTTED PIPE INSTALLED IN TRENCH WITH:
- OVERFLOW VERTICAL PIPE AT INV. 1,220.5'
- OUTLET INV. AT EL. 1,217'
RPV 03/04/2025
MTS AS NOTED
DRAINAGE PLAN
GRADING AND
C-200
5
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
9
NY GROTON I (SOUTH MAIN STREET), LLC
228 AVIATION AVENUE, SUITE 200
BURLINGTON, VT 05403
SOUTH MAIN STREET, EXT.
NORTH PARCEL SOLAR
FARM PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
26-1-25.22 ---
---
18
BRR2405
CONSTRUCTION DOCUMENTS 06/13/2025
CONSTRUCTION DOCUMENTS 06/27/2025
SWPPP 07/22/2025
GRADING AND
DRAINAGE PLAN
SCALE: 1" = 100'
SCALE: 1" = 100'
0 100 200
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 (NO STUMP REMOVAL
OR GROUND DISTURBANCE)
TREE CLEARING (STUMP REMOVAL AND
GROUND DISTURBANCE)
EL
E
V
A
T
I
O
N
1144
1146
1148
1150
1152
1154
1156
1158
1160
1162
1164
1166
1168
1170
1172
1174
0+00 0+50 1+00 1+50 2+00 2+50
EL
E
V
A
T
I
O
N
1172
1174
1176
1178
1180
1182
1184
1186
1188
1190
1192
1194
1196
1198
1200
2+50 3+00 3+50 4+00 4+50 5+00
EL
E
V
A
T
I
O
N
11951196
1198
1200
1202
1204
1206
1208
1210
1212
1214
1216
5+00 5+50 6+00 6+50 7+00 7+50
EL
E
V
A
T
I
O
N
1210
1212
1214
1216
1218
1220
1222
1224
1226
1228
1230
1232
1234
1236
1238
7+50 8+00 8+50 9+00 9+50 10+00
9.9%
8.9%
8.2%
9.5%
RPV 03/04/25
MTS AS NOTED
PROFILE I
ACCESS ROAD
C-201
6
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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F
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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
9
NY GROTON I (SOUTH MAIN STREET), LLC
228 AVIATION AVENUE, SUITE 200
BURLINGTON, VT 05403
SOUTH MAIN STREET, EXT.
NORTH PARCEL SOLAR
FARM PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
26-1-25.22 ---
---
18
BRR2405
CONSTRUCTION DOCUMENTS 06/13/2025
CONSTRUCTION DOCUMENTS 06/27/2025
SWPPP 07/22/2025
ACCESS ROAD PROFILE
SCALE: 1" = 10'
SCALE: 1" = 10'
0 10 20
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
EL
E
V
A
T
I
O
N
12351236
1238
1240
1242
1244
1246
1248
1250
1252
1254
10+00 10+50 11+00 11+50 12+00 12+50
EL
E
V
A
T
I
O
N
1252
1254
1256
1258
1260
12+50 13+00 13+50 14+00 14+50 15+00
EL
E
V
A
T
I
O
N
1252
1254
1256
1258
1260
1262
1264
1266
1268
1270
15+00 15+50 16+00 16+50 17+00 17+50
EL
E
V
A
T
I
O
N
12451246
1248
1250
1252
1254
1256
1258
1260
1262
1264
17+50 18+00 18+50 19+00 19+50
7.8%
6.8%
9.3%
RPV 03/04/25
MTS AS NOTED
PROFILE II
ACCESS ROAD
C-202
7
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
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I
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:
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7
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:
4
7
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:
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a
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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
9
NY GROTON I (SOUTH MAIN STREET), LLC
228 AVIATION AVENUE, SUITE 200
BURLINGTON, VT 05403
SOUTH MAIN STREET, EXT.
NORTH PARCEL SOLAR
FARM PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
26-1-25.22 ---
---
18
BRR2405
CONSTRUCTION DOCUMENTS 06/13/2025
CONSTRUCTION DOCUMENTS 06/27/2025
SWPPP 07/22/2025
ACCESS ROAD PROFILE
SCALE: 1" = 10'
SCALE: 1" = 10'
0 10 20
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
1
1
8
0
1
1
9
0
1
2
0
0
12
1
0
1
2
2
0
1220
12
2
0
1
2
3
0
1230
1
2
3
0
12
4
0
12
4
0
12
4
0
1
2
5
0
12
5
0
126
0
1
2
6
0
1200
DC
DC
LOT 76
LOT 86
IMPLEMENT DUST CONTROL AS
NECESSARY
LAND GRADING ACTIVITIES, TYP.
APPROXIMATE LOCATION OF STOCKPILES,
TYP. SEE DETAIL SHEET C-604
PROPOSED STABILIZED CONSTRUCTION
ENTRANCE, SEE DETAIL SHEET C-601
PROPOSED SILT SOCK SEE
DETAIL SHEET C-604
PROPOSED APPROXIMATE LOCATION OF
STAGING AREA
LINEAR STOCKPILE, TYP.
RPV 03/04/25
MTS AS NOTED
CONTROL PLAN
SEDIMENT
EROSION AND
C-203
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
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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
9
NY GROTON I (SOUTH MAIN STREET), LLC
228 AVIATION AVENUE, SUITE 200
BURLINGTON, VT 05403
SOUTH MAIN STREET, EXT.
NORTH PARCEL SOLAR
FARM PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
26-1-25.22 ---
---
18
BRR2405
CONSTRUCTION DOCUMENTS 06/13/2025
CONSTRUCTION DOCUMENTS 06/27/2025
SWPPP 07/22/2025
EROSION AND SEDIMENT
CONTROL PLAN
SCALE: 1" = 100'SCALE: 1" = 100'
0 100 200
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 (NO STUMP REMOVAL
OR GROUND DISTURBANCE)
TREE CLEARING (STUMP REMOVAL AND
GROUND DISTURBANCE)
1
1
8
0
1
1
9
0
1
2
0
0
12
1
0
1
2
2
0
1220
12
2
0
1
2
3
0
1230
1
2
3
0
12
4
0
12
4
0
12
4
0
1
2
5
0
12
5
0
126
0
1
2
6
0
1200
LOT 76
LOT 86
SILT SOCK INSTALLED
BETWEEN PHASES, TYP.
1
4
5
6
3
2
PHASE DESIGNATION, TYP. SEE
PHASE SCHEDULE THIS SHEET
RPV 03/04/25
MTS AS NOTED
PHASING PLAN
C-204
9
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
9
NY GROTON I (SOUTH MAIN STREET), LLC
228 AVIATION AVENUE, SUITE 200
BURLINGTON, VT 05403
SOUTH MAIN STREET, EXT.
NORTH PARCEL SOLAR
FARM PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
26-1-25.22 ---
---
18
BRR2405
CONSTRUCTION DOCUMENTS 06/13/2025
CONSTRUCTION DOCUMENTS 06/27/2025
SWPPP 07/22/2025
PHASING PLAN
SCALE: 1" = 100'SCALE: 1" = 100'
0 100 200
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 (NO STUMP REMOVAL
OR GROUND DISTURBANCE)
TREE CLEARING (STUMP REMOVAL AND
GROUND DISTURBANCE)
PHASE SCHEDULE
1.PRE-CONSTRUCTION MEETING.
2.INSTALL E&S CONTROL MEASURES AS SHOWN.
3.HAVE A QUALIFIED PROFESSIONAL CONDUCT A SITE ASSESSMENT PRIOR TO
THE START OF CONSTRUCTION.
4.GRADE AS SHOWN.
5.INSTALL ACCESS ROAD.
6.INSTALL INFILTRATION TRENCHES AND GRASSED WATERWAY.
7.INSTALL SOLAR PANELS AND ASSOCIATED EQUIPMENT.
8.SEED, MULCH AND STABILIZE ALL DISTURBED AREAS.
1.PRE-CONSTRUCTION MEETING.
2.INSTALL E&S CONTROL MEASURES AS SHOWN.
3.HAVE A QUALIFIED PROFESSIONAL CONDUCT A SITE ASSESSMENT PRIOR TO
THE START OF CONSTRUCTION.
4.GRADE AS SHOWN AND INSTALL GRASSED WATERWAY.
5.INSTALL SOLAR PANELS AND ASSOCIATED EQUIPMENT.
6.SEED, MULCH AND STABILIZE ALL DISTURBED AREAS.
1
(4.91± ACRE)
3
(4.77± ACRE)
4
(4.41± ACRE)
1
2
3
4
2
(4.81± 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 E&S CONTROL MEASURES AS SHOWN.
3.HAVE A QUALIFIED PROFESSIONAL CONDUCT A SITE ASSESSMENT PRIOR TO
THE START OF CONSTRUCTION.
4.GRADE AS SHOWN.
5.INSTALL ACCESS ROAD.
6.INSTALL INFILTRATION TRENCHES.
7.INSTALL SOLAR PANELS AND ASSOCIATED EQUIPMENT.
8.SEED, MULCH AND STABILIZE ALL DISTURBED AREAS.
1.PRE-CONSTRUCTION MEETING.
2.INSTALL E&S CONTROL MEASURES AS SHOWN.
3.HAVE A QUALIFIED PROFESSIONAL CONDUCT A SITE ASSESSMENT PRIOR TO
THE START OF CONSTRUCTION.
4.GRADE AS SHOWN AND INSTALL INFILTRATION TRENCHES.
5.INSTALL SOLAR PANELS AND ASSOCIATED EQUIPMENT.
6.SEED, MULCH AND STABILIZE ALL DISTURBED AREAS.
5
(4.79± ACRE)
5
1.PRE-CONSTRUCTION MEETING.
2.INSTALL E&S CONTROL MEASURES AS SHOWN.
3.HAVE A QUALIFIED PROFESSIONAL CONDUCT A SITE ASSESSMENT PRIOR TO
THE START OF CONSTRUCTION.
4.GRADE AS SHOWN AND INSTALL INFILTRATION TRENCHES.
5.INSTALL SOLAR PANELS AND ASSOCIATED EQUIPMENT.
6.SEED, MULCH AND STABILIZE ALL DISTURBED AREAS.
6
(4.26± ACRE)
6
1.PRE-CONSTRUCTION MEETING.
2.INSTALL E&S CONTROL MEASURES AS SHOWN.
3.HAVE A QUALIFIED PROFESSIONAL CONDUCT A SITE ASSESSMENT PRIOR TO
THE START OF CONSTRUCTION.
4.GRADE AS SHOWN AND INSTALL INFILTRATION TRENCHES.
5.INSTALL SOLAR PANELS AND ASSOCIATED EQUIPMENT.
6.SEED, MULCH AND STABILIZE ALL DISTURBED AREAS.
1
1
8
0
1
1
9
0
1
2
0
0
12
1
0
1
2
2
0
1220
12
2
0
1
2
3
0
1230
1
2
3
0
12
4
0
12
4
0
12
4
0
1
2
5
0
12
5
0
126
0
1
2
6
0
1200
LOT 76
LOT 86
PROPOSED SEEDING AREA, ±26.70 AC. SEE
SPECIFICATION SHEET C-001
PROPOSED LEYLAND CYPRESS
VISUAL SCREENING, TYP. 23 SEE
PLANTING DETAIL SHEET C-601
PROPOSED LEYLAND CYPRESS
VISUAL SCREENING, TYP. 12 SEE
PLANTING DETAIL SHEET C-601
RPV 03/04/2025
MTS AS NOTED
LANDSCAPING PLAN
C-500
10
PLANT LIST
MATURE SIZE
KEY QTY.BOTANICAL NAME COMMON NAME HEIGHT SPREAD INSTALLED SIZE CONDITION SPACING
35 JUNIPERUS COMMUNIS COMMON JUNIPER 5-15'7-13'3'B&B 15'
NOTE: SPECIES LISTED ABOVE MAY BE REPLACED WITH SIMILAR NON-INVASIVE, NON-DECIDUOUS ALTERNATIVES.
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
9
NY GROTON I (SOUTH MAIN STREET), LLC
228 AVIATION AVENUE, SUITE 200
BURLINGTON, VT 05403
SOUTH MAIN STREET, EXT.
NORTH PARCEL SOLAR
FARM PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
26-1-25.22 ---
---
18
BRR2405
CONSTRUCTION DOCUMENTS 06/13/2025
CONSTRUCTION DOCUMENTS 06/27/2025
SWPPP 07/22/2025
LANDSCPAING PLAN
SCALE: 1" = 100'SCALE: 1" = 100'
0 100 200
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 (NO STUMP REMOVAL
OR GROUND DISTURBANCE)
TREE CLEARING (STUMP REMOVAL AND
GROUND DISTURBANCE)
RPV 03/04/25
MTS AS NOTED
SITE DETAILS I
C-600
11
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 SOIL
1.1 ' MIN.
ELECTRICAL TRENCH 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' AS PER CODE.
8-FT DEER FENCE DETAIL
SCALE: NOT TO SCALE
8-FT DEER FENCE GATE DETAIL
SCALE: 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
DONALDS WIRE STRAINER
OR APPROVED EQUAL
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
12.5 GUAGE CLASS 3
GALVANIZED HIGH
TENSILE BRACE WIRE (MIN
TENSILE STRENGTH OF
170,000 LBS)
GATE POST, TYP.
LATCH IN OPEN POSITION
LOCKING TANG
LOCKING TANG
GATE LATCH
MAINTAIN 4" SPACING
UNDER GATES
PROVIDE KNOCK BOX AND
COORDINATE WITH LOCAL
EMERGENCY SERVICES7'
10" MIN.12' GATE WIDTH 12' GATE WIDTH
2" TO 4"
SPACING
6" Ø x 16' PRESSURE TREATED
POST, TYP. OR 3" O.D.
GALVANIZED STEEL POST OR
APPROVED EQUAL
BRACE WIRE TO FORM A DOUBLE LOOP IN A FIGURE EIGHT FASHION
POSITIONED OVER THE BRACE PIN AT THE TOP AND IS HELD IN PLACE BY
FENCE STAPLES AT THE BOTTOM. THE STAPLES SHOULD BE SET WITH
SUFFICIENT SPACE TO ALLOW THE WIRE TO BE THREADED THROUGH - DO
NOT SET THEM TIGHT.
5" x 16' PRESSURE TREATED POST,
TYP. OR 3" O.D. GALVANIZED STEEL
POST OR APPROVED EQUAL
DONALDS WIRE STRAINER
OR APPROVED EQUAL
12.5 GUAGE CLASS 3
GALVANIZED HIGH
TENSILE BRACE WIRE (MIN
TENSILE STRENGTH OF
170,000 LBS)
MAINTAIN A MINIMUM 6"
WILDLIFE GATE UNDER
FENCE
EXISTING SUBGRADE
ALL POSTS TO BE SET
USING A MECHANICAL
POST DRIVER
7' HIGH TENSILE 12.5
GUAGE, HIGH TENSILE
WIRE, CLASS 3
GALVANIZED. WOVEN
WIRE TO BE COMPRISED
OF 20 HORIZONTAL
WIRES, ASSEMBLED
WITH VERTICAL STAY
WIRES 12" APART.
BARBED STAPLES MINIMUM 9 GUAGE, CLASS 3
GALVANIZED, 1 3
4" LONG. THE TOP AND BOTTOM
TWO HORIZONTAL WIRES TO BE STAPLED TO LINE
POST WITH AN ADDITIONAL 6 STAPLES IN A
RANDOM ALTERNATING PATTERN.
10" GALVANIZED LANDSCAPE SPIKE OR PIN
16' LINE SPACING, TYP.16' BRACE SPACING, TYP.
EXISTING ELEVATION GRAVEL ACCESS ROAD DETAIL
SCALE: NOT TO SCALE
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)
2.LIMITED 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 IN SITU SOIL. DO NOT PLACE IN AN AREA THAT IMPEDES STORM WATER DRAINAGE.
5.GRADE ROADWAY, WHERE NECESSARY, TO NATIVE SOILS AND DESIRED ELEVATION. MINOR GRADING FOR CROSS SLOPE
CUT AND FILL MAY BE REQUIRED.
6.REMOVE REFUSE SOILS AS DIRECTED BY THE PROJECT ENGINEER. DO NOT PLACE IN AN AREA THAT IMPEDES STORM
WATER DRAINAGE.
7.THE LIMITED USE PERVIOUS ACCESS ROAD CROSS SLOPE SHALL BE 2.0%. THE LONGITUDINAL SLOPE OF THE ACCESS
DRIVE SHOULD NOT EXCEED 10%.
8.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.
9.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 THE INITIAL PHASES OF CONSTRUCTION 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.
10.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.
11.PROJECTS SHOULD AVOID INSTALLATION OF THE LIMITED USE PERVIOUS ACCESS ROAD IN POORLY DRAINED ARES,
HOWEVER IF NO ALTERNATIVE LOCATION IS AVAILABLE, THE PROJECT SHALL UTILIZE WOVEN GEOTEXTILE MATERIAL AS
DETAILED IN FOLLOWING NOTES.
12.THE DRAINAGE DITCH IS OFFERED IN THE DETAIL FOR CIRCUMSTANCES WHEN CONCENTRATED FLOW COULD NOT BE
AVOIDED. THE INTENTION OF THE DESIGN IS TO MINIMIZE ALTERATIONS TO HYDROLOGY, HOWEVER WHEN DEALING WITH
5%-15% GRADES NOT PARALLEL TO THE CONTOUR, A ROADSIDE DITCH MAY BE REQUIRED. THE NYS STANDARDS AND
SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROLS FOR GRASSED WATERWAYS AND VEGETATED WATERWAYS
ARE APPLICABLE FOR SIZING AND STABILIZATION. DIMENSIONS FOR THE GRASSED WATERWAY SPECIFICATION WOULD
BE DESIGNED FOR PROJECT SPECIFIC HYDROLOGIC RUNOFF CALCULATIONS, AND A SEPARATE DETAIL FOR THE
SPECIFIC GRASSED WATERWAY WOULD BE INCLUDED IN THIS PRACTICE. RUNOFF DISCHARGE WILL BE SUBJECT TO THE
OUTLET REQUIREMENTS OF THE REFERENCED STANDARD. INCREASED POST-DEVELOPMENT RUNOFF FROM THE
ASSOCIATED ROADSIDE DITCH MAY REQUIRE ADDITIONAL PRACTICES TO ATTENUATE RUNOFF TO PRE-DEVELOPMENT
CONDITIONS.
13.IF A ROADSIDE DITCH IS NOT UTILIZED TO CAPTURE RUNOFF FROM THE ACCESS ROAD, THE PERVIOUS ACCESS ROAD
WILL HAVE A WELL-ESTABLISHED PERENNIAL VEGETATIVE COVER, WHICH SHALL CONSIST OF UNIFORM VEGETATION (I.E.
BUFFER), 20 FEET WIDE AND PARALLEL TO THE DOWN GRADIENT SIDE OF THE ACCESS ROAD. POST-CONSTRICTION
OPERATION AND MAINTENANCE PRACTICES WILL MAINTAIN THIS VEGETATIVE COVER TO ENSURE FINAL STABILIZATION
FOR THE LIFE OF THE ACCESS ROAD.
14.THE DESIGN PROFESSIONAL MUST ACCOUNT FOR THE LIMITED USED PERVIOUS ACCESS ROAD IN THEIR SITE
ASSESSMENT / 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.
GEOGRID MATERIAL NOTES:
1.THE GEOGRID, OR COMPARABLE PRODUCT, IS INTENDED FOR USE IN ALL
CONDITIONS, IN ORDER TO ASSIST IN MATERIAL SEPARATION FROM NATIVE SOILS
AND PRESERVE ACCESS LOADS.
2.GRAVEL FILL MATERIAL SHALL CONSIST OF 1-4" CLEAN, DURABLE, SHARP ANGLED
CRUSHED STONE OF UNIFORM QUALITY, MEETING THE SPECIFICATION OF
NYSDOT 703-02, SIZE DESIGNATION 3-5 OF THABLE 703-4. STONE MAY BE PLACED
IN FRONT OF AND SPREAD WITH A TRACKED VEHICLE. GRAVEL SHALL NOT BE
COMPACTED.
3.GEOGRID SHALL BE MIRAFI BXG110 OR APPROVED EQUAL. GEOGRID SHALL BE
DESIGNED BASED ON EXISTING SOIL CONDITIONS AND PROPOSED HAUL ROAD
SLOPES.
4.IF MORE THAN ONE ROLL WIDTH IS REQUIRED, ROLLS SHOULD OVERLAP A
MINIMUM OF SIX INCHES.
5.REFER TO MANUFACTURER'S SPECIFICATION FOR PROPER TYING AND
CONNECTIONS.
6.LIMITED USE PERVIOUS ACCESS ROAD SHALL BE DRESSED AS REQUIRED WITH
ONLY 1-4" CRUSHED STONE MEETING NYSDOT 703-02 SPECIFICATIONS. BASIS OF
DESIGN: TENCATE MIRAFI BXG110 GEOGRIDS; 365 SOUTH HOLLAND DRIVE,
PENDERGRASS, GA; 800-685-9990 OR 706-693-2226; WWW.MIRA
WOVEN GEOTEXTILE MATERIAL NOTES:
1.SPECIFIED GEOTEXTILE WILL ONLY BE UTILIZED IN PLACID SOILS. PLACID SOILS
CONSIST OF POORLY DRAINED SOILS COMPOSED OF FINELY TEXTURED
PARTICLES AND ARE PRONE TO RUTTING. PLACID SOILS ARE TYPICALLY PRESENT
IN LOW-LYING AREAS WITH HYDROLOGIC SOILS GROUP (HSG) OF C OR D OR AS
SPECIFIED FROM AN ENVIRONMENTAL SCIENTIST, SOIL SCIENTIST OR
GEOTECHNICAL DATA.
2.THE CONCERN OF POTENTIAL REDUCTION OF NATIVE INFILTRATION RATES DIE TO
THE GEOTEXTILE MATERIAL WOULD NOT BE A SIGNIFICANT CONCERN IN POORLY
DRAINED SOILS WHERE SEGREGATION OF PERVIOUS STONE AND NATIVE
MATERIALS IS CRUCIAL FOR LONG TERM OPERATION AND MAINTENANCE.
BASIS OF DESIGN: TENCATE MIRAFI RSI-SERIES WOVEN GEOSYNTHETICS; 365 SOUTH
HOLLAND DRIVE, PENDERGRASS, GA; 800-685-9990 OR 706-693-2226; WWW.MIRMIRA
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
9
NY GROTON I (SOUTH MAIN STREET), LLC
228 AVIATION AVENUE, SUITE 200
BURLINGTON, VT 05403
SOUTH MAIN STREET, EXT.
NORTH PARCEL SOLAR
FARM PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
26-1-25.22 ---
---
18
BRR2405
CONSTRUCTION DOCUMENTS 06/13/2025
CONSTRUCTION DOCUMENTS 06/27/2025
SWPPP 07/22/2025
12.5 GUAGE CLASS 3
GALVANIZED HIGH
TENSILE BRACE WIRE (MIN
TENSILE STRENGTH OF
170,000 LBS)
3' GATE WIDTH
GATE POST, TYP.
LATCH IN OPEN POSITION
LOCKING TANG
LOCKING TANG
GATE LATCH
6" Ø x 16' PRESSURE TREATED RED PINE POST, TYP. OR
3" O.D. GALVANIZED STEEL POST OR APPROVED EQUAL
MAN GATE DETAIL
SCALE: NOT TO SCALE
GATE LATCH
EDGE OF CRUSHED
STONE BASE EXTENDS 1 1
2'
PAST EDGE OF VAULT
VAULT ACCESS, TYP.
TRANSFORMER
SWITCHBOARD
VAULT ACCESS, TYP.
MANHOLE ACCESS
HATCHTRANSFORMER
SWITCHBOARD
19'
6'-4"
19'
8'-6"
RPV 03/04/25
MTS AS NOTED
SITE DETAILS II
C-601
12
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
9
NY GROTON I (SOUTH MAIN STREET), LLC
228 AVIATION AVENUE, SUITE 200
BURLINGTON, VT 05403
SOUTH MAIN STREET, EXT.
NORTH PARCEL SOLAR
FARM PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
26-1-25.22 ---
---
18
BRR2405
CONSTRUCTION DOCUMENTS 06/13/2025
CONSTRUCTION DOCUMENTS 06/27/2025
SWPPP 07/22/2025
TRANSFORMER AND SWITCHGEAR CONCRETE
PAD DETAIL
SCALE: NOT TO SCALE
TRANSFORMER DETAIL
SCALE: NOT TO SCALE
TOTAL OF 3 STRUCTURES, TOTAL WEIGHT 2718 LBS WITH FRONT HINGED DOORS.
TOTAL WIDTH 117 INCHES WITH FRONT HINGED DOORS.
13
3
30 39
3
24
12 2.5
3
FLOOR PLAN REAR TOP/BOTTOM
CABLE EXIT
POWER FLOW
FRONT VIEW
STRUCTURE
DEPTH
WIDTH
SWITCHGEAR DETAIL
SCALE: NOT TO SCALE
RPV 03/04/25
MTS AS NOTED
SITE DETAILS III
C-602
13
1 2 SCALE: NOT TO SCALE3 SCALE: NOT TO SCALE4
GROUND GRID & SWITCH HANDLE GROUNDING DETAILS6
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 , POLE
WITH CUSTOMER METER AND 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
SCALE: NOT TO SCALESCALE: NOT TO SCALE
SCALE: NOT TO SCALE
TYPICAL UTILITY POLE DETAIL
SCALE: 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
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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
9
NY GROTON I (SOUTH MAIN STREET), LLC
228 AVIATION AVENUE, SUITE 200
BURLINGTON, VT 05403
SOUTH MAIN STREET, EXT.
NORTH PARCEL SOLAR
FARM PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
26-1-25.22 ---
---
18
BRR2405
CONSTRUCTION DOCUMENTS 06/13/2025
CONSTRUCTION DOCUMENTS 06/27/2025
SWPPP 07/22/2025
EDGE OF CRUSHED
STONE BASE EXTENDS 1'
PAST ROOF EDGE
PLACE 18" SERVICE LOOP
ON THIS UNISTRUT
ZONE CONTROLLER MAST
CORRUGATED METAL ROOF WITH RIDGE SEAM / FLASHING
RPV 03/04/25
MTS AS NOTED
SITE DETAILS IV
C-603
14
MI
N
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CL
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Mi
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a
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a
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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
@5
5
,
0
0
°
MA
X
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CL
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<
1
1
'
CL
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A
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A
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C
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7
'
TRACKER SOLAR ARRAY DETAIL
SCALE: NOT TO SCALE
INVERTER BANK DETAIL
SCALE: NOT TO SCALE
NO
TRESPASSINGDANGER
HIGH
VOLTAGE.
KEEP OUT
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.
This Solar Facility is Operated and Maintained
by Bullrock Solar
In Any Case of Life Threatening Emergency call 911
SIGN DETAIL
SCALE: NOT TO SCALE
Email: solar@bullrockcorp.com
Phone: (802) 613-2488
3'
2'
PRIVATE PROPERTY.
UNAUTHORIZED ENTRY PROHIBITED.
VIOLATORS WILL BE PROSECUTED UNDER
AUTHORITY OF THE STATE OF NEW YORK
PENAL LAW SECTION 140.10
NOTES:
1.SIGNS SHALL BE UV RESISTANT AND IN COLOR. SIGN MATERIAL SHALL BE HDPE OR LIGHT GAGE GALVANIZED STEEL.
2.SIGNS TO BE ATTACHED TO FENCING WITH PERMANENT FASTENERS.
3.THE DETAILS SHOWN ARE TYPICAL FOR PERMITTING PURPOSES AND MAY BE REPLACED BY EQUIVALENT
ALTERNATIVES PRIOR TO ISSUANCE OF BUILDING PERMIT.
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
9
NY GROTON I (SOUTH MAIN STREET), LLC
228 AVIATION AVENUE, SUITE 200
BURLINGTON, VT 05403
SOUTH MAIN STREET, EXT.
NORTH PARCEL SOLAR
FARM PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
26-1-25.22 ---
---
18
BRR2405
CONSTRUCTION DOCUMENTS 06/13/2025
CONSTRUCTION DOCUMENTS 06/27/2025
SWPPP 07/22/2025
w = d + La
4"4"
6"
d/2
6"
w = d + La
3' MIN.
1.0'
6"MIN.
d
DISCHARGE TO
SEMI-CONFINED SECTION
(MAXIMUM TAILWATER
CONDITION)
w/2
La
d/2
w/2
RPV 03/04/25
MTS AS NOTED
DETAILS
SED. CONTROL
EROSION AND
C-604
15
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
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
TREE PLANTING DETAIL
SCALE: NOT TO SCALE
EVERGREEN TREE
BR
A
N
C
H
I
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G
H
E
I
G
H
T
6'
-
0
'
'
M
I
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.
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
5' MIN
10 MIL
PLASTIC
LINER
STAKES
(TYP)
SANDBAG
10 MIL
PLASTIC LINER
PLAN
10 MIL
PLASTIC LINER
BINDING WIRE
STRAW BALES
NATIVE MATERIAL
(OPTIONAL)
OTHER MATERIAL
MAY BE USED
AS APPROVED BY
CITY
STRAW BALES
SECTION
SANDBAG WOOD OR
METAL STAKES
SANDBAG
5'
M
I
N
.
CONCRETE WASHOUT DETAIL
CONSTRUCTION SPECIFICATIONS
1. NO WASHING OUT OF CONCRETE TRUCKS OR WASHING OF SWEEPINGS FROM EXPOSED AGGREGATE
CONCRETE INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS IS ALLOWED.
2. EXCESS CONCRETE IS NOT ALLOWED TO BE DUMPED ON-SITE, EXCEPT IN DESIGNATED TEMPORARY CONCRETE
WASHOUT PIT AREAS.
3. ON-SITE TEMPORARY CONCRETE WASHOUT AREAS WILL BE LOCATED AT LEAST 50 FEET FROM STORM DRAINS,
OPEN DITCHES, OR WATER BODIES AS DETERMINED IN THE FIELD.
4. TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT
QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS.
5. WASHOUT FACILITIES WILL BE CLEANED OUT OR REPLACED ONCE THE WASHOUT IS 75% FULL.
6. PLASTIC LINING MATERIAL WILL BE MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND WILL BE FREE OF HOLES,
TEARS, OR OTHER DEFECTS.
7. WHEN WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR WORK, THE HARDENED CONCRETE WILL BE
REMOVED AND DISPOSED OF OFFSITE. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT
FACILITIES WILL BE REMOVED FROM THE SITE AND DISPOSED OF.
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
9
NY GROTON I (SOUTH MAIN STREET), LLC
228 AVIATION AVENUE, SUITE 200
BURLINGTON, VT 05403
SOUTH MAIN STREET, EXT.
NORTH PARCEL SOLAR
FARM PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
26-1-25.22 ---
---
18
BRR2405
CONSTRUCTION DOCUMENTS 06/13/2025
CONSTRUCTION DOCUMENTS 06/27/2025
SWPPP 07/22/2025
RPV 03/04/25
MTS AS NOTED
SPECIFICATIONS
EQUIPMENT
C-605
16
INVERTER SPECIFICATIONS
SCALE: NOT TO SCALE
SOLAR TRACKER SPECIFICATIONS
SCALE: NOT TO SCALE
SOLAR PANEL SPECIFICATIONS
SCAL: 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
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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
9
NY GROTON I (SOUTH MAIN STREET), LLC
228 AVIATION AVENUE, SUITE 200
BURLINGTON, VT 05403
SOUTH MAIN STREET, EXT.
NORTH PARCEL SOLAR
FARM PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
26-1-25.22 ---
---
18
BRR2405
CONSTRUCTION DOCUMENTS 06/13/2025
CONSTRUCTION DOCUMENTS 06/27/2025
SWPPP 07/22/2025
1
1
8
0
1
1
9
0
1
2
0
0
12
1
0
1
2
2
0
1220
12
2
0
1
2
3
0
1230
1
2
3
0
12
4
0
12
4
0
12
4
0
1
2
5
0
12
5
0
126
0
1
2
6
0
1200
ROBERT ZIMMER JR.
TM#: 26.-1-25.21BARRY C SIEBE
TM#: 26.-1-25.1
F&M LAND LLC
TM#: 26.-1-24.1
ROBERT P DAUGHERTY
TM#: 26.-1-24.2
WILLIAM CONWAY
TM#: 26.-1-20
HOPE E COUNTS
TM#: 13.-1-8
JAMES R YOUNG
TM#: 13.-3-4
ADAM G BRICKEY
TM#: 13.-3-3.1
JOHN YOUNG
TM#: 26.-1-19
TRAVIS PIERCE
TM#: 26.-1-17.22
GENEVIEVE VANBENSCHOTEN
TM#: 31.-1-13.2
JOSEPH C MILLER
TM#: 31.-1-12.212
DANIEL J. CAREY
TM#: 30.-1-5
JOSEPH T ANTRUM
TM#: 31.-1-15.2
REED LUMBERT
TM#: 31.-1-15.1
CODY LIVING TRUST
TM#: 9.-2-8.2
JAMES R YOUNG
TM#: 26.-1-25.22
JAMES R YOUNG
TM#: 26.-1-25.22
SCOTT METCALF
TM#: 26.-1-14.35
LOT 76
LOT 86
VI
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G
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TO
W
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VILLAGE OF GRO
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TOWN OF GROT
O
N
RPV 03/04/25
MTS AS NOTED
PLAN
SUB-CATCHMENT
PRE-CONSTRUCTION
SWP-100
17
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
9
NY GROTON I (SOUTH MAIN STREET), LLC
228 AVIATION AVENUE, SUITE 200
BURLINGTON, VT 05403
SOUTH MAIN STREET, EXT.
NORTH PARCEL SOLAR
FARM PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
26-1-25.22 ---
---
18
BRR2405
CONSTRUCTION DOCUMENTS 06/13/2025
CONSTRUCTION DOCUMENTS 06/27/2025
SWPPP 07/22/2025
PRE-CONSTRUCTION
SUB-CATCHMENT PLAN
SCALE: 1" = 150'
SCALE: 1" = 150'
0 150 300
SUB-CATCHMENT 3
SUB-CATCHMENT 1
SUB-CATCHMENT 2
SUB-CATCHMENT 4
SUB-CATCHMENT BOUNDARIES, TYP.
DP-3
DP-4 DP-2
DP-1