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