HomeMy WebLinkAboutNY Groton II South Main St. South Side Engineered DrawingsNY GROTON 11, LLC
SOUTH MAIN STREET, EXT. SOUTH PARCEL
ISSUED FOR: CLIENT REVIEW
ISSUE DATE: 01/29/2024
LAST REVISED: 01/29/2024
PROJECT CONTACTS
ENGINEER:
P.W. GROSSER CONSULTING, INC.
630 JOHNSON AVENUE, SUITE 7, BOHEMIA, NY 11716
TEL: (631)589.6353
FAX: (631) 5BM705
MUNICIPAL CONTACTS
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
SITE INFORMATION
SITE: SOUTH MAIN STREET, EXT. GROTON, NY 12777
TM #: 31-1.12.1
LOT AREA: 58.73 AC
SOLAR PROJECT
4.0 MW AC
GROTON, NEW
I
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
SITE DETAILS
10.
C-601
EROSION AND SED. CONTROL DETAILS
CLIENT:
NY GROTON 11, LLC
33 LOWER MAIN STREET
CALL(COON, NEW YORK 12723
FOR PERMITTING PURPOSES ONLY
NOT FOR CONSTRUCTION
Groton
SMain �Groton, SITE
NY 13073
0
SOURCE: NEW YORK STATE GIS RESOURCES
VICINITY MAP
SCALE: 1"=2500'
0 2500 5000
SCALE: 1" = 2500'
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PROFESSIONP�'
PMC
CLIENT DRIVEN SOLUTIONS
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@P W G ROS SER.COM
COVER
SHEET 1 OF 10
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':2W SCALE, DATED
01-15-24. 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 11-1523.
SURVEY
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 M.
4. THE VERTICAL DATUM IS NAVDSB.
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 ANO 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.
S. 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.
TM 9: 31.1421
EXISTING ZONING: RURAL AGRICULTURAL
LOT AREA 58.73ACRES
PROPOSED USE: LARGE SCALE SOLAR
REDUMED
PROPOSED
LOT SIZE
5 AC.
58.7 AC.
MAX LOT COVERAGE
75%
30%
MAX. HEIGHT
21Y
15
PROPERTY SETBACK (FROM L ROAD)
15V
800,
PROPERTY SETBACK (SIDEIBACK)
7S
75
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 STORMISANITARY 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 STORMISANITARY 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 SO. FT.), OR CERTIFIED
'AROOSTOOK' WINTER RYE (CEREAL RYE) APPLIED AT 100 LBS PER
ACRES (2.5 LBS PER 1,000 SO. 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 BASINSIDRAINAGE 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
1. N S
CONCEPTUAL GRADING DESIGHOWN 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
TRENCHESIEXCAVATIONS 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.
WETLANDS
1. EXISTING STREAM AND WETLANDS INFORMATION IS BASED ON U.S. FISH
AND WILDLIFE SERVICE NATIONAL WETLANDS INVENTORY PUBLICLY
AVAILABLE DATA 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.
S. 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 ENGINEERS APPROVAL.
11, 5 u �IIJIII] 119&11
MANUFACTURER: HELIENE
MODEL: 144HC M10 TPC
MODULE OUTPUT POWER: 575 WP
STRING SIZE: 26
NUMBER OF STRINGS: 302
MODULE QUANTITY: 7,852
PV SYSTEM OUTPUT 4,514.90 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.
TOPOGRAPHIC FEATURES
DRAINAGE ELEMENTS
esnruuuuuuuus�
SITE FEATURES
---------------------
EROSION AND SEDIMENT CONTROL
MINOR CONTOURS (2-FT INTERVAL)
MAJOR CONTOURS (10-R INTERVAL) PWGC
CLIENT DRIVEN SOLUTIONS
LIMITS OF GRADING
P.W. GROSSER CONSULTING INC.
STREAM
WATER BAR 630 Jahnaon Ava . SuNe 7
Bohemia. NY. 117164618
UNED SWALE Phene: (631) 589-6353. Fax: (831) 589.0705
Small: INFO@P WGROSSER.COM
ROCK OUTLET PROTECroN CONSULTANTS
DRAINAGE CULVERT
DETENTION POND OUTLET STRUCTURE
STORMWATER DETENTION POND
PROPERTY BOUNDARY
APPROKIMATE WETLAND LIMITS
APPRONIMATE PROPERTY BOUNDARY
APPROAMATE ZONNG SETBACKS
PAYED ROADWAY
GRAVEL ROADWAY
OVERHEAD ELECTRICAL UTILITY
UNDERGROUND ELECTRICAL UTILITY
8-FT TALL
TALL DEER FENCE
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SOLAR PANEL ARRAY
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LAND GRADING ACTIVITIES
STABILIZED CONSTRUCTION ENTRANCE
DUST CONTROL MEASURES
LIMITS OF CLEARING
LIMITS OF TREE CUTTING
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SOUTH PARCEL SOLAR
FARM CONCEPTUAL PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
GENERAL NOTES
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31.1.19.2
GENEVIEVE VANBENSCHQTEN
TMO: 31-1-13.2
DOUGLAS VANSENSCHOTF.N
TMrf: 31.1-19.4
PWGC
CLIENT DRIVEN SOLUTIONS
P.W. GROSSER CONSULTING INC.
630 Johnson Avenue.. Suite 7
Bohemia. NY. 11716-2618
Phone: 1631) $89.6353. Fm; (631) 5894705
E-mall: INFO@P W GROSSER.COM
CONSULTANTS
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NY GROTON II, LLC
33 LOWER MAIN STREET
CALLICOON, NEW YORK 12723
SOUTH MAIN STREET, EXT.
SOUTH PARCEL SOLAR
FARM CONCEPTUAL PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
EXISTING
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ACCESS ROAD SEE DETAIL -
SHEET C-600
I
UTILITY PROVIDED POLE:
UTILITY RECLOSER
UTILITY RECLOSER AUX. TRANSFORMER
PCC (POINT OF COMMON COUPLING)
CUSTOMER PROVIDED POLE:
UTILITY PRIMARY METER
AAAC)ACSR 4 -1 1/C h250 KCMIL
OV/EERRHEEAD�LE-NGTH 270.30 FT/PHASE CABLE
FSM LAND LLC
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CUSTOMER CUT-OUT FUSES
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PRESUMED POI LOCATION
150.0'
— _ — — —
NOTE:
IT ISNECESSARY REQUEST THE
UTILITYTO UPGRADE EXISTING 1
LINE TO 3PH LINE AND EXTEND THE
— _ — — — —�
— — — LINE TO THE NEW POI.
\ JOHNYOUNG
TM#: 31: 1-12.1
CONNECTION CABLE SECTION: \ \
3 - 1/C # 2/0 AWG WITH 100°6 CONCENTRIC NEUTRAL 35 KV
UNDERGROUND LENGTH: 1,366.82 FT/PHASE CABLE
TEMPORARY BRIDGE CROSSING `% \
JAMES R YOUNG
TM►: 20: 1-25.22
INVERTER MANUFACTURER: SUNGROW
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MODEL: O INVERTERS:
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NUMBER OF INVERTERS: 2
SIZE OF EACH INVERTER: 2.0. KVA (LIMITED)
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CUSTOMER TRANSFORMER 3425
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SEE DETAIL SHEET C-600
JOSEPH C MILLER
TM#: 31,-1.12 212
PROPOSED APPROXIMATE
LOCATION OF STAGING
807,8' AREA
34.5 KV 3PH OVERHEAD:
COMPANY
SUBSTATION
NUMBER OF PHASES
CIRCUIT NAME
— APPROX. LOCATION OF
108EPH G MILLER PROPOSED RAIN
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AND DRAINAGE PLAN
SHEET C-200
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P.W. GROSSER CONSULTING INC.
630 Johnson Avenue- - Suite 7
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Phone: (831) 33%5363. Fax: (631) 984670S
E-mail: INFO@P W GROSSEP-COM
CONSULTANTS
\ SYSTEM SUMMARY
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PANEL MANUFACTURER: HELIEIa'E � 0
NUMBER OF MODULES: 7,852 A g ' JOSEPH C MILLER
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MODULE
MANUFACTURER:
HELIENE
MODEL:
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MODULE OUTPUT POWER: 575 WP
STRING SIZE:
28
NUMBER OF STRINGS:
302
MODULE QUANTITY:
7,852
PV SYSTEM OUTPUT:
4.514.90 KWP DC
COMBINER BOX'
CB OTY/INPUTS (OTY/INP): 16 CBS (6 INPUTS)
11 CBS(5 INPUTS)
-40" INVERTER:
MANUFACTURER: SUNGROW
MODEL: SG 3425 UD-MV
QUANTITY/RATING: 2/2,000 KW (LIMITED)
PV SYSTEM OUTPUT: 4,000 KW AC
DC SYSTEM VOLTAGE: 1,500 V
MV INTERCONNECTION:
TRANSFORMER
QTY/RATING 2/3,425 KW
INTERCON. VOLTAGE: 34.5 KV
RACKING:
MANUFACTURER: TBD
CONFIGURATION: SAT-1 MODULE PORTRAI- M
TILT: 55,
AZIMUTH: 180,
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NY GROTON II, LLC
33 LOWER MAIN STREET
CALLICOON, NEW YORK 12723
SOUTH MAIN STREET, EXT.
SOUTH PARCEL SOLAR
FARM CONCEPTUAL PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
CONCEPTUAL
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CLIENT DRIVEN SOLUTIONS
P.W. GROSSER CONSULTING INC.
630 Johnson Avenue.. Sidle 7
Bohemia. NY. 11716.2618
Phone: 1631) 5893353. Pea: (631) 589-3705
E-mail: INFO@P WGROSS ER.COM
CONSULTANTS
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NY GROTON II, LLC
33 LOWER MAIN STREET
CALLICOON, NEW YORK 12723
SOUTH MAIN STREET, EXT.
SOUTH PARCEL SOLAR
FARM CONCEPTUAL PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
---
CONCEPTUAL
GRADING AND
DRAINAGE PLAN
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PROPOSED RAIN GARDEN
IMPLEMENT DUST CONTROL AS NECESSARY
UNDRIPARIAN BUFFER
(NATIVE VEGETATION) MIN 40'
SETBACK FROM WATERCOURSE
PROPOSED SILT FENCING SEE DETAIL SHEET C-601
LAND GRADING
21C JAY PORTZ INE
TM#: 31 .1-7 1
31C JAY PORT
TMk 31.-1-7.1
DARCYL WYLLIE
TM#: 31-1-20
PROPOSED RAIN GARDEN I'o
1
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SEE DETAIL SHEET C-601
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DETAIL SHEET C-601
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TM#: 26.-1-24.1
JOHN YOUNG
TM#: 31.-1-12.1
JAMES R YOUNG
TMM: 2&-0.25.22
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TM#: 31-1-12.212
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CLIENT DRIVEN SOLUTIONS
• P.W. GROSSER CONSULTING INC.
630 Johnson Avenue.. Suite 7
100 200 Bohemia. NY. 11716-2618
Phone: (631) 5894353. Fez: 1631) 589A705
E-mall: INFO@PWGROSSER.COM
CONSULTANTS
IOOSEPH C MILLER V
GENEVIEVE VANBENSCHOTEN A
TM#: 31-1-13.2
JOSEPH C MILLER
TM#I1-1-1221,
DOUGLAS VAN8ENSCHOTEN
SAMUEL P SWEENEY III TM* 31.-1-19.6
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DOUGLAS VANSENSCHOTEN
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SOUTH MAIN STREET, EXT.
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GENEVIEVE VANBENSCHOTEN
TMM: 31-1.13,2
DOUGLAS VANSENSCHOTEN
TM#: 31 -1-19.4
PWGC
CLIENT DRIVEN SOLUTIONS
P.W. GROSSER CONSULTING INC.
630 Johnson Avenue.. Suite 7
Bohemia. NY. 11716-2618
Ph— (631) 5894353. Fax: (631) 5894706
Eanail: INFOQP W GROSSER.COM
CONSULTANTS
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NY GROTON II, LLC
33 LOWER MAIN STREET
CALLICOON, NEW YORK 12723
SOUTH MAIN STREET, EXT,
SOUTH PARCEL SOLAR
FARM CONCEPTUAL PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
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CONCEPTUAL
LANDSCAPING
PLAN
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1 ' /FARMLAND DISTURBANCE TABLE
{I UTILITY PROVIDED POLE
UTILITY RCCLOSER
FARMLAND EARTHWORK PERMANENT PROJECT FOOTPRINT UTILITY RECLOSER AUX. TRANSFORMER /
CLASSIFICATION DISTURBANCE AREA DISTURBANCE AREA AREA �
PCC (POINT OF COMMON COUPLING) �
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PRIME FARMLAND 1 4.0 AC. 11 4.0 AC. 4 0 AC CUSTOMER PROVIDED POLE: / ! UTILITY PRIMARY METER
1 AAAC/ACSR 4 -I 1/C #250 KCMIL
PRIME FARMLAND IF DRAINED I 0 AC. 0 AC, 0 AC OVERHEAD LENGTH 270.30 FT/PHASE CABLE
F&M LAND LLC �—
TM#: 26: 1-24.1 CUSTOMER PROVIDED RISER POLE:
NOT PRIME FARMLAND 0 AC. I 0 AC. 0 AC CUSTOMER AC MANUAL DISCONNECT SWITCH
GANG OPERATED WITH VISIBLE BREAK
CUSTOMER CUT-OUT FUSES
FARMLAND IMPORTOF ANCE
I I _ — —
IMPORTANCE 1.05 AC. 1.05 AC. I 7.05 AC.
7
PRESUMED POI LOCATION
TOTAL DISTUBRANCE I 5.05 AC. I 5.05 AC. I s ns 4r 15001 NOTE
SOIL GROUPS TABLE
SOIL GROUP NUMBER
SOIL TYPE 1
SOIL TYPE 2
SOIL TYPE 3
SOIL TYPE 4
son
TIC JAY PORT
TM#: 31: 1-7.1
AREA
0 AC.
PROPOSED CRUSHED STONE
ACCESS ROAD SEE DETAIL
SHEET C-600
1
70.4s AC. CONNECTION CABLE SECTION:
3 - VC # 210 AWG WITH 100% CONCENTRIC NEUTRAL 35 KV
UNDERGROUND LENGTH: 1,36(L82 FT/PHASE CABLE
TEMPORARY BRIDGE CROSSING
0 AC. ,
INVERTER MANUFACTURER: SUNGROW \
MODEL: SG 3425 UD-MV
NUMBER OF INVERTERS: 2
SIZE OF EACH INVERTER: 2,000 KVA (LIMITED)
CUSTOMER TRANSFORMER 3.425
MVA, TYP. 2
2.5 MVA AC INVERTER PAD TYP. 2
TIC JAY PORTZ INE SEE DETAIL SHEET C-600
PANEL MANUFACTURER: HELIENE
NUMBER OF MODULES: 7.852
MODULE MODEL 144HC M10 TPC / BIG 575 VJP
'�• + 75.9
ZONINGSETBACK, TYP_ /1
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11 APPROX. LOCATION OF
PROPOSED RAIN
1 GARDEN, SEE GRADING
AND DRAINAGE PLAN
1 SHEET C-200
BERT J CO
STR , PROPOSED 8' TALL DEER
TM#. 31. 1 9 1 FENCE, TYP. SEE DETAIL
1 , SHEET C-600
1 PROPOSED SEEDING AREA, SEE
1 LANDSCAPING PLAN SHEET
C-500
1
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Landscaping PPPlllaan
16.6J...GJ SOIL TYPE 2. PRIME FARMLAND
SOIL TYPE 3, FARMIAND OF STATEWIDE IMPORTANCE
IT IL NECESSARY REQUEST THE
—� UTILITY TO UPGRADE EXISTING IPH
LINE TO 3PH LINE AND EXTEND THE
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TM#: 31.4.19.8
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SCREENING, TYP. 21
)OUGLAS VANBENSCHOTEN
TM#: 31-1-19.4
PWGC
CLIENT DRIVEN SOLUTIONS
P.W. GROSSER CONSULTING INC.
630 Johnson Avenue.. Suite 7
Bohemia. NY. 11716-2618
Phone: 1631) 589-6353. Fax: (631) $894795
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E-mail: IpINNFO@PWGROSSER.COM
�4MIII�Y
MODULE:
MANUFACTURER:
HELIENE
MODEL:
144HC M10 TPC
MODULE OUTPUT POWER:
575 WP
STRING SIZE:
26
NUMBER OF STRINGS:
302
MODULE QUANTITY:
7,852
PV SYSTEM OUTPUT:
4,514.90 KWP DC
COMBINER BOX:
CB QTY/INPUTS (QTY/INP): 16 CBs (6 INPUTS)
11 CBS IS INPUTS)
INVERTER:
MANUFACTURER:
SUNGROW
MODEL:
SG 3425 UO-MV
QUANTITY/RATING:
2 / 2.000 KW (LIMITED)
PV SYSTEM OUTPUT:
4,000 KW AC
DC SYSTEM VOLTAGE:
1,500 V
MV INTERCONNECTION:
TRANSFORMER
QTY/RATING:
2 / 3,425 KW
INTERCON. VOLTAGE:
34.5 KV
RACKING:
MANUFACTURER:
TBD
CONFIGURATION:
SATA MODULE FORTRAko
TILT:
55'
AZIMUTH:
180•
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NY GROTON II, LLC
33 LOWER MAIN STREET
CALLICOON, NEW YORK 12723
SOUTH MAIN STREET, EXT.
SOUTH PARCEL SOLAR
�# FARM CONCEPTUAL PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
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IMPACT MAP
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GENERAL NOTES EXISTING ELEVATION
1. PROVIDE A 4800 LBIFT 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 REPAR J HOOKS.
3. PROVIDE TYP 3 ANCHORS TO KEEP PANELS OPEN FOR INFILL AS REQUIRED
4. GEOCELL INFILL SHALL BE 1" 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 DETAILICRITERION IS LIMITED TO ACCESS ROADS USED ON AN OCCASIONAL BASIS ONLY (I.E.
PROVIDE ACCESS FOR MOWING EQUIPMENT REPAIR OR MAINTENANCE, ETC.)
2. LUMITED 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 6" 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,
B. 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
01-TRANSFORMER
02-INVERTER
03 - REINFORCED CONCRETE SLAB PSI 3500
04 - AUXILIARY EQUIPMENT PAD
14. THE DESIGN PROFESSIONAL MUST ACCOUNT FOR THE LIMITED USE PERVIOUS ACCESS ROAD IN THEIR
SITE ASSESSMMENTMYDROLOGY 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 DETENTIONIRETENTION PRACTICES TO ATTENUATE THE RATES (10 AND ADO 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 WRING 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 14" 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.
S. 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 ISLOTS
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.
B. [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
GRAVEL ACCESS ROAD DETAIL
NOT TO SCALE
} el w u a+ w
1
CONCRETE EQUIPMENT PAD DETAIL
NOT TO SCALE
B"CONCRETE
SLAB WITH TWO
LAYERS OF 6"x6"
10110 WELDED
WIRE MESH W WM
MIN 24' OF
BACKFILL
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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, 61N. X 16 FT. VERTICAL POSTS AND TWO 51N. 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 OT. TWO 6 IN. X 16 FT. VERTICAL POSTS AND ONE 51N. 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 61N. X 16 FT. HORIZONTAL BRACES.
8-FT DEER FENCE DETAIL
NOT TO SCALE
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8-FT DEER FENCE GATE DETAIL
NOT TO SCALE
NOTE(S):
1. PANEL HEIGHT TS'
2. PANEL WIDTH Y-9"
3. PROPOSED PANEL MANUFACTURER:
HELIENE, MODEL 144HC M10 TPC 576 WP OR
APPROVED EQUAL
GRADE TO
MATCH EXISTING,OR
0sTYR --.-RESTORE
PER SITE PLAN
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CUT IF PAVEMENT
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-
MATERIAL
ELECTRIC CONDUIT OR
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CABLE
^OAPACTED OR
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UNDISTURBED SOIL
SOLAR PANEL MECHANICAL SPECIFICATION DETAIL ELECTRICAL TRENCH DETAIL
NOT TO SCALE NOT TO SCALE
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CLIENT DRIVEN SOLUTIONS
P.W. GROSSER CONSULTING INC.
630 Johnson Avenue.. Suite 7
Bohemia. NY• 11716,2618
Phony. ISM) SSM153 • Fax: 1631) SSS-8705
\ E-mail: INFO@P W G ROS SER.COM
CONSULTANTS
1
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1 ,CLIENT fiEVIEW 202311-29
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NY GROTON II, LLC
33 LOWER MAIN STREET
CALLICOON, NEW YORK 12723
SOUTH MAIN STREET, EXT.
SOUTH PARCEL SOLAR
FARM CONCEPTUAL PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
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TYPICAL RACK SECTION DETAIL �QFESSIO�P�»„
NOT TO SCALE r . DRS2314
ST 1NDARD AND SPECIFICATIONS FOR
S�
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SYMBOL
TEMPORARY CONSTRUCTION AREA
NEW
PAMEEENT
7
I
SEEDING FOR WINTER SHUTDOWN
BERM
CONSTRUCTION SPPMFICA-1
c\DLIIO CLOTH (OPTIONAL)
1. ME AREA MUST SE ROUIN GRADED AND SLOPES PNY9 y STABLE LARGE
ww
DEBRIS AND ROCKS ARE USUALLY REMOVED.
'
2 SEED BED MUST BE SEEDED WAIN 24 HOURS OF DISYIRBANCE OR
SCANET A ON OF ME SDI. SURFACE WELL BE NECESSARY PRIOR TO
•�dM
} FEEtTIMIER OR UME ARE NOT TYPICALLY USED FOR TEMPORARY SEEMEMSEEDOM
k LATE FALL OR EARLY WINTER THEM SEED CERTIFIED 'AROOSTOO(NNI-YE
AT 100 lHS PER ACRE (2S IBS/1000 50. fT.).
S HYDRO- .. IIEYIOU ro BE UYED WFKN 1WLL PROVIDE (REFORM
APPLICATION O SEED TO THE AEA AND RESULT N REI.AITAGY GOOD SOIL
... . •' .,. PAVEYEIT
i
TO SEED CONTACT.
0. YULOE YE AREA ON WOOD FIBER HYDRO -MULCH OR DTER SPRAYABLE '
LOMIN.
PRODLICTS APPROVED FOR EROSW/ CWHOL
I
STANDARD AND SPECIFICATIONS FOR LOOSE
CONSTRUCTION SPECIFICATIONS
STABILIZATION BLANKETS FOR WINTER SHUTDOWN
1. STdE SIZE - USE 2" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.
T. LENGTH - USS THAN SO FEET ON A SHOE RESIDENCE LOT WHFAE
HYD2AI APPUEO euNWETS
I 1"'Lli
IT PPL'(),T
A 30 f007 YNRRM LFNON WOULD
ra:it Ah' BY MIXING, OIM-T TW'ES OF
MATERIALS WN WATER AND ARE MEN APPLIED USING STANDARD
i NCINESS - NOT LESS THAN SIX (6) NOES
MYCROSEEDING EOUWMENT. THESE BLANKETS SHOULD NOT BE
USED N AREAS OF fXnCENHATEO fLOW Blldl AS DITCHES AND
4. MOUTH -TWELVE 11 FOOT MINRIUIL BUT NOT IE6G YUN WE HULL VYDN AT
WY
CHANNELS.
PONTS WFIFIE IN. EGRESS"' OCCURS. TNENTY- Et (24) FOOT F SHOE
MOM M MEDIUM (FOE) - MIS HAS THE ADM COMPONENT YEGI
EMPLANE TO SITE.
ADDMETHOD
MI AL
LONG, CRIMPED MANMADE IIBERS WHICH ADD A MECHANICAL KSI T BOND m THE OHEIICO, BONG
LCNGt C
PRONGED By RFMS IONS INOEASES BLANKETS RA TO BON RAINDROP
NEON -FILL BE PLACED OVER THE ENURE AREA PRIM TO PLACING
S. OF STONE.
CE STONE
. U lEXIECE
IMPACT AND ER09O1 DLIE ro RUNOFF. tN61NE BARS A FIEIOOE GROWTH YEDMY
TYPICALLY DOES NOT REWIRE A CURING YME TO BE ERECTNVE. PROPERLY APPLIED, AN
6. SURFACE WATER - ALL WATER FLOWING TOWARD GON-
TOM IS ALSO VERY EFFECTIVE
HAU. HE
E ENTRANCE
SIRUCICN ENTRANCES 91ALL BE PINED ACROSS ME ENTRANCE. F PFNO 6
MERE IS NO NEED TO SMDON ME SLOPE PRIM TO ARPLCATION. IN FACT SOME
ROUGHENING W ME SURFACE (OTHER NATURAL OR NEMAHICAMl INDUCED) IS
IMPRACTICAL A MOUNTABLE BERM ON St SLOPES DULL BE PERMITTED.
7. MAINTENANCE - ME ENHANCE SHALL BE MAINTAINED N A CONDITION WHICH WOL
PREFERABLE.
HOWEVER. LARGE ROCKS (Ae INCHES) AND EXISTING ROLLS SHOULD BE REMOVED PRIOR TO
PREVENT HACKING OR ROWING OF SEDIMENT ONro PUBLIC RIGHTB-OF-WAY, ALL
SEDIMENT SPILLED, DROPPED WASHED ON HACTED ONTO PUBLIC RIGHTS -OF -WAY
AP CATKIN. NIXING AND APPLICATION RACES SHOULD FOLLOW MANUFACTURERS
MUST BE 0.EMOVID MMEOAIt:LY.
C011TTR(UG anYSPOUECIFICANONS
& MEN WASH'" IS REWIRED, IT SHALL BE DINE ON A AREA STABILIZED WITH
STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT MAPPING DEVICE
1. FOMS ARE 11PICALLY APPLIED IN TWO STALES, LNLESS SPEOFCALLY
9. PMGOIC INSPECTOR AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH
RECOANf-ED TO BE APPLIED IN ONE APPUCAIIW BY ME MANUFACTURER.
2 THE SEED MIXTURE AND SOIL AMENDMENTS SHOULD BE APPLIED FIRST.
RAN
3. AFTER ME SEED MIXTURE IS APRJEO, ME HYDRAULICALLY APPLIED BLANKETS
US-ARTMEWT OF AG60..LYINC
STABILIZED
SHOULD BE SPRAYED OVER THE AREA AT THE REWIRED APPLICATION RATE,
ACCORDING TO ME MANUFACTURES RECOMMENDATIONS
NATURAL RESMNCES CORSRVATIGN SRNCE
NEW STALE DFPARMFNT O ENVIRONMENTAL CONSAVAIGR
CONSTRUCTION
YORK
OEM YT.YUI STATE 50L k WRIER L'dESLRVATKN C0INTEE
ENTRANCE
U` DEPARTMENT aF AT2EDJLYXE
>?EEDING/STABIUZATIOA
SEDO GE
SrATEAdPMiTETM�T a aNPGN COISERVATON
BLANKET
HEW YORK TA
NEWtMN STATE SqL k WATER -M VAYMT CCMMDME
SPECIFICATIONS
SYMBOL
IIIIIII��
ATURUABL�RT�T AGYIaaODAYTUAYEON EN� MPORARY TOPSOIL
"flMLTM ww SEfAhPS01LMk T . WHG-A°nOALN C�MMERVVFAE� FERTILIZER, SEED
AND MULCH DETAIL
EARTHEN SYMBOL
MDGE
VARIES 12. MN, SLOPE
+
ay
+ + 1
:1•Y• + y + + y i
STABLE OUTLET • +y y y+y + yMM+ Mt y +
a +
y + a + a +
y y + +
CONSTRUCTION SPECIFICATIONS
1. INSTALL ME WATER BAR AS SOON AS THE RIGHT OF WAY IS CLEARED AND GRADED.
2. DISK DR SHIN ME SOD FROM THE BASE FOR WE CONSTRUCTED RIDGE BEFORE
PLACING FELL
3. TRACK THE RIDGE TO COMPACT IT m ME DESIGN CROSS SECTION.
4. ME OUTLET SHALL DE LOCATED ON AN UNDIMMED AREA FIELD SPACING DULL BE
ADAISTED TO US THE MOST STABLE OUTET AREAS OUTLET PROTECTION WELL BE
FRONDED WHEN NATURAL AREAS ARE N07 ADEQUATE
5. VEHICLE GROSSING SHALL BE STABWED WITH GRAVEL EXPOSED AREAS SHALL BE
SEEDED AND MULCHED WARN 2 OAK
6. PERICOCALLY INSPECT WATER BARS FOR DODSON DAMAGE AND SEDMENT. CHECK
OUTLET AREAS AND MAKE REPAIRS AS NEEDED 70 RESTORE OPERATION. N.T.S.
ADAPTED FNN MAILS Pot- W. USDA - FRCS
NEW K SYORK
STAR DOR TMECMWRAITRANTUW 1TOOR. MN. WATER BARS
NEW YORK STALE SOIL k WATER CORSERVATOGN COMMITTEE
S®
61Ad0BRRE W1 WEINWEENTA DN
m-
• , SLOMMINI6
`......si 2_J %�
INSTALLATION NOTES
1. AREA CHOSEN FOR STOCKPILING OPERATIONS SOUL BE MY
AND STABLE
2 MAXIMUM SLOPE O STOCKPILE SHALL BE 21.
3. UPON COMPLETION O SOIL STOCKPILING, EACH PLE SHALL BE
SURROUNDED NTH EITHER SILT FENCING OR STMWHVES.
THEN STABILIZED WITH VEGETATION OR COVERED.
I. SEESILTFENLEDETAEABOVE.
5. SILT FENCE TO BE IF FROM TOE OF SLOPE AND ID FROM
PROPERTY LINES.
SOIL STOCK PILE DETAIL
RAIN GARDEN DETAIL
NOT TO SCALE v\ \
SYMBOL
T/ AG
'-
I SOLAR ARRAY
H v aDYGM
COMPANY, LLC
_
24HR EMERGENCY CONTACT
T
NAME, PHONE, ADDRESS
Py�
CONSTRUCTION SPECIFICATIONS
1. ALL TREES BNUSM STUMP$ OBSTRUC ION& AND OTHER OBJECTIONABLE MATERIAL
SHALL BE MOVED AND DISPOSED OF SO AS NOT TO INTERFERE WTN ME
YW AL B IIIE WATERWAY.
PREFER WATERWAY T LED OR T SHARED TO ENE, GRAM AND CROSS
2, iNE WATERWAY SNAIL BE MEET SPECIFIED HERON, AND FREE O
REWIRED TO MEET THE
,
DANGER
LARYTE O II
BARN PROJECTIONS OR DINER IRREGULARITIES WHICH DULL IMPEDE NORMAL FLOW.
BANKSECTIONP OJ
Q
i FELLS SINE BE COMPACTED AS NEEDED TO PREVENT UNEWAL SETTLEMENT THAT
'o
ROUND CAUSE DAMAGE N THE COMPLETE WATERWAY,
4. ALL EARN REMOVED AND NOT NEEDED N CONSHUCYON SHALL BE SPREAD DIE
DISPOSED Cl' SO THAT IT WALL NOT WITAERE ON THE NOF THE
HIGH VOLTAGE.
WATERWAY.
5. STABNZATION SHALL BE DONE ACCORDING 70 ME APPROPRIATE STANDARD
AND SPECIFlCI.Y(NS FOR VEGETATIVE PRACMES
KEEP OUT
A. FOR DESIGN VELOCITIES O LESS MAN 15 FT. PER. SEC., SEEDING AM
=
NULCMNO MAY BE USED FOR ME ESTABUSITYENT O ME VEGETATIDEL
IT IS RECONNEYIDED W.I. WEM CCNOYWS PERMIT, TEMPORAR,
F
6
WATERWAYS OR OTHER MEANS SHOULD BE USED TO PREVENT WATER FROM
ENTERING ME WATERWAY DURING ME ESTABLISHMENT OF ME VEGETATION.
& FOR DESIGN VELOCITIES OF MORE THAN 3.5 FT. PER. SEC., ME WATERWAY
-
SHALL BE STABILIZED ON SOD. ON SEEDING PROTECTED BY JUTE OR
EXCETSOR MAYS NG OR ON SEEDING AND MULCHING INCLUDING TEMPORARY
SIGNAGE DETAIL
DIVERSION OF THE WATER UNTIL ME VEGETATION IS ESTABLISHED.
NOT TO SCALE
C STORX IDRAL - WMTAYVE PROTECTION
SUBSURFACE DRAM FOR BASE FLOW SHALL BE CONSTRUCTED AS MOWN ON YE
STANDARD DRAWING AND AS SPECIFIED N ME STANDARD MID SPECIFICATIONS
SIGNAGE NOTE:
YON SUBSURFACE MAN.
ADAPITO PROM DETAILS PROVIDED BY: USDA - IIRCi
GRASSED
1. SIGNAGE SHALL BE DEPICTED WITH AN AREA
ram, sYYA�RK STATE DEEPA a [T OF TRFNTN�TONYPVAnORl
NEW NEW
WATERWAY
NO MORE THAN 6 SQUARE FEET AND MUST
NEW YORK STATE SOL k WATER CONSERYAYON DONwTTEE
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.
BALEEN (OtAN vAMEH CUTE SYMBOL
COILSIRlIC110N PENCE
m FENCE
o DMv.. E-
Doo 0510-c�iENDE
000000000000000 Oo W LENGTH FENCE
POSTS DRIVEN 16-
. A- INTO CROUNO.
'HE%l OF
RHA
♦ V � •PERSPECIB£ PAFW+ 1
W TERM POST
2e ORANGE CONSTRUCTION FEIG6
7�.
ilW �.
FILTER 0.0
COMPACTED SOL �UNOISTURBED fBWND
EMBED R1EL CLOTH
8' N FROND.
_ TNw TUFTY i
CONSTRUCTION SPECIFICATIONS
1. WOVEN WARE FENCE TO BE FASTENED SECURELY m FENCE POSTS ON FIRE YES
OR STAPLES POSTS SHALL BL: STEEL 01HER T OR V TYPE OR HARDW000.
L FLIER CLOTH AND MANGE CON5IRUCTON FENCING TO BE FASTENED SECURELY TO
WOVEN WE FENCE ON YES SPACED EVERY 24• AT TOP AND MID S:000IL
FENCE STALL HE WOVEN .
i MEN TWO SECTIONS O FILTER CLOTH AND ORANGE CONSTRUCTION FENCING ADJCIN
EACH OTHER THEY SHALL BE OVER -UPPED BY SIX INCHES VIED FOLDED, FILTER CLOTH
SHALL BE EIMER FILTER X, MIRTH 100)L STABRNI(A T140K OR APPROVED EQUIVALENT.
4. PREFABRICATED UNITS SHALL BE GECFAB, ENVIROFENCE OR APPROVED EQUIVALENT,
S. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WEN
*BULGES DEVELOP N THE SILT TENCE
U.S DEPARTMENT OF AGRICULTURE
NATURAL RESdRCPS CONSRVATION SON a SILT FENCE
THEM COIN STATE DFPAR ENT M Gl.-ENTAL CLWSENYATOR
NEW YORK STATE SCE k WA- CON6OVAn011 COMITIT.E
SYMBOL
CRS -
CONSTRUCTION SPECIFICATIONS
1. CLEAN AND STRIP ROADBED AND PARKING AREAS M ALL VEGETATION,
ROOTS AND OTHERS OB.ECTONABIE MATFRML
1 LOCATE PARKING AREAS ON NATURALLY MT AREAS AS AVAILABLE
KEEP GRADES SORCIEHT FOR DRAINAGE BUT NOT MORE THAN 2 TO 3 PEINENT.
i PROYEfE SIAPALE MANAGE AND DIVERT EXCESS "OFF To SIABEUMO AREAS
{. MAINTAIN OUT AND TOM SLOPES TO Lt OR MTTER AND STABARED ON
VECETAYOI AS Sodl AS GRADING . ACCOMPLISHED.
6. SPREAD 6-NCH COURSE OF CRUSHED STONE EVENLY OVER THE FULL WON OF ME
RGAO AND SMOOTH TO AWED DEPRESSDOMI
& PROVIDE APPROPRIATE SEDIMENT CONTROL MEASURES TO PREVENT OFT9TE
SEDIMENTATION.
U.S OFPARMExI LY AGRICULTURE
HDTV roRKnsATn'Arz IN.RPEEN�r a•DIIwNwlaw°NwTA�iRNcw�isERv,LnME CONSTRUCTION ROAD
EW YDAK STATE SOk It WATER -A- -I-STABILIZATION
TOP OF THE PEDESTRIAN
VARIES PER BRIDGE BEYOND
PLAN-BOIJLDERB HEYOND
O-0
b _1r TH CK PLANT MIX
SOL PER SPEC
--..-ER
CRUSHED LOCAL
GRAVEL
HXISTING SANG LAYER (FELO VERLPY)
Ir SANDWICK TO
1' DN ORAUNAOP WICK EXISTING SAND LAYER
NATIVE PLANTS PER
LANDSCAPING
ARCHRECYDESIGNER
r---- BERMASNEEDED
�- COMPACTED
STRUCTURAL FALL
�� EwsiTNG GRADE
�- EXCAVATE AT STABS
SLOPE ANGLE FOR
RATIVESOL
CONCRETETYP.
DRAIN GRAVEL
PT
CONSTRUCTION SPECIFICATIONS
1. AIL G ADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING
CLEM NG AND CCNSTRUCTIOM N ACCORDANCE WITH THE APPROVED GEDMFNT
COMV CL PLAN UNTIL TNEY ARE P-OAMENTLY STADIUM
L ALL S T CONTROL PRACTICES AND MEASURES SHALL M CONSTRUCTED,
APPLT D AND MANTANED N ACCORDANCE WIN THE APPROVED SEVEMEDIT
COAT. ]L PLAN AND THE *STANDARDS AND SPECRICADONS F 500. DODSON
AND : MIMENT CONTROL IN DEVELOPING AREAS-.
i iWSO. REWRED FOR YE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED
N ALOAT NECESSARY TO COMPLETE HNIS W GRACING OF ALL EXPOSED AREAS
{. AREAS TO BE FILLED SHALL ME CLEARED. GRABBED, AND STROPPED O TOPSGL TO
FET4MVE TREE, VEGETATION, ROOM OR OTHER OBECTIONABLE MATMAL.
5. AREAS WHICH ARE TO BE 7O'SDRED SHALL BE SCARRRD TO A UNIMUM DEPTH O
FOUR INCHES PRICER TO PLACEMENT OF TOPSOD-
& ALL FILLS STALL BE COMPACTED AS RECLINED TO REDUCE EEMft SJPPAGE.
SETREMENT, SUBSIDENCE M OTHER RELATED PROBIEIR FELL INTENDED TO
SUPPORT BURGER S. STRUCTURES AND CONDUITS, ETC, SHALL BE COMPACTED
IN ACCORDANCE WTIH LOCAL REOUNEMENTS OR CODES
7, ALL FILL TD BE PLAITED AND COMPACTED N LAYER! NOT TO EXCEED B WCHES
N THC OESS
B. EXCEPT FOR APPROVED IANDFRLS FELL MATERIAL STALL BE FREE OF FROZEN
PARTICLES BRUSH. ROOTS. SOIL OR OTHER F'ORERN OR OTHER OB.ECTONABLE
MATERIALS THAT WWID INTERFERE ON OR PREVENT CCNSNUCTOV OF
SATISFACTORY FIUS.
9. FROZEN MATERIALS OR SOFT, MUCKY OR HIGHLY COMPREBSBLE MATERIALS SHALL
HOT BE INCORPORATED IN EELS
l0 FELL WALL NOT BE PIACED W SATURATED OR FROZEN SURFACES
11. ALL BENCHES SHALL, RE KEPT FREE OF SEDIUVET WRING ALL PHASES OF
DEVELOPMENT.
12 STEPS OR SPRINGS ENCOUNTERED DURING COMSHUCIKVI SHALL BE HANDLED IN
ACCORDANCE WITH THE STANDARD AND SPEOPICAYCN FOR SOBS -ACE OWN
ON OTHER APPROVED METHOD.
li ALL GRADED AREAS SHAM BE FERMANENTLY STA91U2ED IMMEDIATELY FOMOMIG
TNLSHED GRADING
14. STOCKPWES, BORROW AREAS AND SPOL AREAS SHALL BE SHOWN ON ME PLANS AND
SHALL RE SUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPEORCATION.
NATURAL E�SMM_ WNSEPVATICR SAMCE I LANDGRADING
FPANM HEW PORK STATE DERT M EN.-ENTAL CCN6ERV!iK1N SPECIFICATIONS
EW YORK, STATE SOL k WATER --AY. CGIMTFE
SEEDING NOTE;
I. ERNEST CONSERVATION SEEDS NORTHEAST
POLLINATOR T MCC- 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).
NORTHEAST SOLAR POLLINATOR T MIX - ERNMX•612
SHEEP FESCUE, VARIETY NOT 94 BO%
STATED
BUTTERFLY MILKWEED 2.50%
PARTRIDGE PEA, PA ECOTYPE Z00%
SHOWY EVENING PRIMROSE 0,30%
ZIGZAG SPIDERWORT, VA ECOTYPE 0.30%
PRUNE 1/5 OF GROWTH &
BROKEN BRANCHES BUT
RETAIN LEADERS AND
NATURAL FORM OF SHRUB
KtIVIUVt ALL YLNtY I IL: & "72 TABS.
8PNE CUT BURLAP FROM SIDES
INKQ&AL VMJJ C �ORDS FROM
EARTH SAUCER
EVERGREEN TREE WEED BARRIER -
SOIL SAUCER, TOP W/ MULCH
SET TOP OF ROOTBALL 1" ABOVE
FINISH GRADE TOPSOIL MIXTURE -
SHREDDED BARK MULCH AT 4• DEPTH
4" DEPTH OF COMPOST, INSTALL UNDISTURBED EARTH
AND MIX W/PLANTING BACKFILL
MIXTURE
REMOVE BURLAP FROM TOP W
OF PLANTING BALL
PREPARED PLANTING MIXTURE
25% COMPOST
75%TOPSOIL
PH RANGE: 6.7 TO 7.0
5 LBS. TYPE 1 -ROOT GROWTH
ENHANCER PER CUBIC YARD OF
MIXTURE
DO NOT EXCAVATE LOWER THAN
BALL DEPTH. IF ECAVATED BELOW THE
BALL DEPTH BACKFILL AND COMPACT
TO PREVENT SETTLEMENT.
PLANTING DETAIL
NOT TO SCALE
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 RESEED 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.
ROOT ROOT7ERBALL BALL
III IIIIN I�
AS PER �fID AS PER I
MIN. AA.i .STD. AAN. STD. MIN,
NOTES:
1. SPRAY ALL PLANTS WITH ANTI-DESSICANT.
2. SHRUB SHALL HAVE SAME RELATION TO FINISH GRADE
AS EXISTED AT NURSERY.
3. IF BALLED & BURLAPPED, REMOVE TOP 113 OF BURLAP.
MGC
CLIENT DRIVEN SOLUTIONS
P.W. GROSSER CONSULTING INC.
630 Johnson Avenue. SUIte 7
BOh..N. NY. 11716-2618
Phony. (63115.943.3. FAK: (6311 S8941705
E-mail: INFO@P W GROSSER.COM
CONSULTANTS
7 1
6
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IIi...A R,V 08/21/23
MAN k MTS a AS NOTED
NY GROTON If, LLC
33 LOWER MAIN STREET
CALLICOON, NEW YORK 12723
SOUTH MAIN STREET, EXT.
SOUTH PARCEL SOLAR
FARM CONCEPTUAL PLAN
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
rmWT�NW R.ro. K•an W+aa
EROSION AND
SED•CONTROL
DETAILS
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