42-001 File#MP-2016-0065
APPLICANT/CONTACT PERSON INNOVATIVE ENGINEl RING SOLUTIONS INC
ADDRESS/PHONE 25 SPRING ST (508)668-0033 (221)
PROPERTY LOCATION 245 WEST FARMS RD
MAP 42 PARCEL 001 001 ZONE
THIS SECTION FOR OFFIgIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid L'
Building Permit Filled out
Fee Paid
Typeof Construction: ZPA-GROUND MOUNT SOLAR ARRAY
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Statement or License
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFORMATION PRESENTED:
Approved Additional permits required(see below)
PLANNING BOARD PERMIT REQUIRED UNDER: § 5 ;)L ` i Av e i Sa.' s�;(' �o
Intermediate Project: Site Plan AND/OR 14 y Special Permit with Site Plan
ajor Probe t: Site Plan AND/OR / Special Permit with Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance*
Received&Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
,Septic Approval Board of Health Well Water Potability Board of Health
# Permit from Conservation Commission _Permit from CB Architecture Committee
Permit from Elm Street Commission Permit DPW Storm Water Management
0
Signature of Build4 Official Date
Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health,Conservation Commission,Department
of public world and other applicable permit granting authorities.
* Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact the Office of
Planning&Development for more information.
File No. A "'��-lv 5
-- ZaNING PERMIT PLICATION 01 o.2)
-----------------
Please type or print all information and return this form to the Building
Inspector's Office with the $30filing fee (check or money order)payable to the
City of Northampton
1. Name of Applicant:_ Innovative Engineering Solutions, Inc.
Address: 25 Spring Street, Walpole, MA 02081 Telephone:_ (508) 668-0033 x221
2. Owner of Property:_John and John P. Omasta
Address: 165 West Farms Road, Northampton, MA Telephone:_413-586-0031
3. Status of Applicant: Owner Contract Purchaser Lessee X Other (explain)_
4. Job Location:_245 West Farms Road, Northampton, MA 01062
Parcel Id: Zoning Map# Parcel# District(s):
In Elm Street DistrictIn Centrat.Business District
(TO BE FILLED IN BY THE BUILDING DEPARTMENT)
5. Existing Use of Structure/Property: Residential/Farm
6. Description of Proposed Use/Work/Project/Occupation: (',Use additional sheets if necessary):
Solar photovoltaic(PV)large scale groundmounted solar array. Solar array area is approximately 2.25 acres.
7. Attached Plans: Sketch Plan Site Plan X Engineered/Surveyed Plans X
8. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO DON'T KNOW X YES IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO DON'T KNOW YES
IF YES: enter Book Page and/or Document#
9.Does the site contain a brook, body of water or wetlands? NO DON'T KNOW YES X
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained X Obtained , date issued:
(Form Continues On Other Side)
W:\Documents\FORMS\original\Building-Inspector\Zoning-Perniit-Application-passive.doc 8/4/2004
10. Do any signs exist on the property? YES NO X
IF YES, describe size, type and location:_
Are there any proposed changes to or additions of signs intended for the property? YES NO X
IF YES, describe size, type and location:_
11. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common
plan of development that will disturb over 1 acre? YES NO X
IF YES, then a Northampton Storm Water Management Permit from the DPW is required.
12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION
This column reserved
for use by the Building
Department
EXISTING PROPOSED REQUIRED BY
ZONING
Lot Size 25.0 Acres 25.0 N/A
Frontage 933 feet 933 N/A
Setbacks Front 25 For existing buildings 50 For solar array
Side L: 5011:200 L:300 11:50 L: 50 R: 50
Rear 950 900
Building Height 28 10.5 for solar array 30
Building Square Footage No new building.
%Open Space: (lot area 98/0 92% 20%
minus building Et paved
parking
#of Parking Spaces 8 8 (parking along access drive) 0
Temporary parking during construction
#of Loading Docks N/A N/A N/A
Fill: N/A N/A N/A
(volume Et location)
13. Certification: I hereby certify that the information containedherein is true and accurate to the best of
my knowledge.
Date: Applicant's Signature_
NOTE:Issuance of a zoning permit does not relieve an applicant's burden to comply with all zoning
requirements and obtain all required permits from the Board of Health,Conservation Commission,
Historic and Architectural Boards,Department of Public Works and other applicable permit granting
authorities.
W:\Documents\FORMS\original\Building-lnspector\Zoning-Permit-Application-passive.doc 8/4/2004
NORTHAMPTON SOLAR GENERATION STATION
PRELIMINARY DESIGN DRAWINGS
( 15kV CLASS INTERCONNECTION )
HICKORY DELL FARM - 245 WEST FARMS ROAD
NORTHAMPTON, MA 01060
5
v
TURy t4ILL LIST OF DRAWINGS
wt.FarmS =1
FIGURE DRAWING TITLE
NO.
F-1 LOCUS AND ADJACENT PROPERTIES PLAN
0 1✓ - F-2 EXISTING CONDITIONS
C
'lR0v-0rrLn SITE PLAN
E - ; /3 %30p F-4 EROSION AND SEDIMENT CONTROL PLAN
SITMARCH 2016
F-5 CONSTRUCTION DETAILS
DR F-6 SOLAR PANEL SUPPORT RACKING DETAILS
F-7 EQUIPMENT FOUNDATION PAD DETAILS
f a{J west Farms Cem
% 1 'WESTHAMPTON RD r
r _ —
J 4 h
ti
PREPARED BY:
( K r r Innovative Engineering Solutions, Inc.
PAR
Iles
WALPOLE MASSACC�HUSErrS 02081
(508) 668-0033
0 4,000'
SCALE IN FEET
USGS QUADRANGLE MAP
EASTHAMPTON, MASSACHUSETTS, 2015, BASED ON NGVD OF 1988 PERMIT SET - N 0 T FOR
CONSTRUCTION
35-271
JOHN P. &FAYE A. OMASTA
35-211 35-212 N
CARROLL J OM STA
35-013
ZYGMUND &
KAREN
KORVEK
35_012 0 35-016
HEM
JOHN & JOHN P. OMASTA 35-014 LYDIA C HEMPHILL
34-011
SCOTT
POPLAR HILL FARM INC McDANIE
..............................
35-038
LINDA ANN CHASTAIN
35-037
JOSEPH M&SUSAN
WERNIK
42-154
CHERYL A. VAID
PROJECT AREA 35-015
WEST FARMS
CHAPEL
Q CEMETERY 42-153
ORAE AN CHASE
41-021
ELIZABETH S. McKOWN clt
OUTLINE OF PROPOSED
SOLAR ARRAY 42-015 DAVID A i
GEORGE J& 52*117E&
D;
XRMAINE c' SUSAN MEDEfROS
ll D'ASTDUS e
_U
~ 42-151 o v
42-082 RUTH GLI SCOTT F r{Imo
SUSAN B & DELISLE 4
❑ JOHN T W
BOUCHEER �
0 100' 200' O
E;= 42-014
LAURIE HEIHSEL &
SCALE IN FEETO EMARIE
ODEUR 42-016
SOURCE: GOOGLE EARTH, 2014 O WLLIABETTY S S
MARTINEZOFFRE4 H1& TERRY A
C:3 O ZUCKERMAN
42-102
ZONING INFORMATION: 41-020 ARLESDU�RGINIA
DISTRICT — WSP WATER SUPPLY PROTECTION JOHN P. OMASTA 42-003
HERBERT P. &DOROTHY J.
SETBACKS (LARGE SCALE SOLAR PROJECTS) REIL 42-002
FRONT 50
42-004
SIDE 50'
REAR 50' 42-013
THOMAS F&PHYLLIS
THE PROPERTY IS ALSO SUBJECT TO THE 42-005 & 42-006 RYAN
SPECIAL CONSERVANCY DISTRICT (SC) AS RONALD J. &ELLEN M.42-,48 LAPRADE
SHOWN ON THE NORTHAMPTON ZONING MAP. —163 THOMAS F. &LINDA J.
42
THE BOUNDARY OF THE DISTRICT IS LARRY W. & CA-163 W. BOWMAN McCARTHY
ESSENTIALLY EQUAL TO THE 100' STREAM
BUFFER AS SHOWN HEREON. 42-012 _
42-007 JAMESDUTEAU KATHLEEN '��' Innovd"Engkmeing Soluiboa, Inc.
JONATHAN J. ALTHOFF 25 SPRING STREET
41— 41-070 WALPOLL 02081
KOCH HOLDINNGG CO. INC. TJDL DEVELOPMENT LLC (508) 888-0033
TA[
LOCUS AND ADJACENT
PROPERTIES PLAN
pomm
MI r SE r NO r FOR 245 WEST FARMS ROAD
0 100' 200' m
NORTHAMPTON, MASSACHUSETTS 01060
CONSTRUCTION �,
SCALE IN FEET IESI
cT`a o 6oft "" oac 'w—IF/Gr RM NORnwwloN2ole wn zole
MA.
I I II
1
3�0 �
EXISTING STREAM AND—,,,," - I I
MEAN HIGH WATER LIN1 N
/ B w
FNDS AND o
LIMITS OF WETLANDS � y �
MEAN HIGH WATER LINE
B4, PINE � / � ...�ETBAGK LINE ---• w
���4,�� BRIDGE -%-
, ,- / •'
EXISTING STREAM
i � • Q
6 acrv['HMARK:
_ — AK 3/11
X�` r 1 o I NAIL IN UP 1
_ / I / I 311.49'NA VD 1988
" 'b► ANN 3 r!o 46 �
w�• .flM>II '
N.
IRON SETBACK LINE roan
PINE
4411, � l03': / / f OUTLINE OF PROPOSED
PIPE FOUND
POND ♦ ARRAY, TOTAL 96,734 SF.
i ♦ APPROXIMATELY 2.2 ACRES
IT OF WETLANDS AND E)C MIG GRASSY HAY FIELD
MEAN HIGH WATER LINE '
8- CULVERT / �~ '•. /
1Nµ.307.0
P 12/12 LEGEND:
50' WETLANDS BUFFER ,:
�- PINE ``A/ M LE -
/ 092
EXISTING LIMIT OF
LMpT OF ftTlANDS 100' wEMNDS BUFFER_/ - _ - - - - - WETLANDS (SEE NOTE 1)
50' WETLANDS BUFFER
10
i
�• �V / i / T/ BARN s AK 100' WETLANDS
200'RIVERFR011 — _. — — —
BUFFER BUFFER
UP 11/11
- _ 200' RIVERFRONT
MA _ BUFFER
A
O CAPPED IRON PIN FOUND
/ L UP 10/10 Q UNMONUMENTED POINT
UTILITY POLE
s
K
On CATCH BASIN
so SEWER MANHOLE/DRAIN MANHOLE
io TREE
N FENCE
OVERHEAD WIRE
HEIGHT ABOVE GROUND
oA UP 9
NOTES:
1) WETLAND DELINEATION AND FLAGGING COMPLETED BY
PETER LABARBERA, R.S., M.R.P., OF ENVIRONMENTAL
--- ---- ------- PLANNING ASSOCIATES, OF SOUTH DEERFIELD, MA.
305
EngMln9 SAIrons,
2 Inc.
- ies' WSSA�wp1U5ET15 02081
up 8/8 (5M) o ��
TONING INFORMA170N: / csoel �
HSE >H
DISTRICT - WSP WATER SUPPLY PROTECTION 0245 M2 EXISTING CONDITIONS
SETBACKS (LARGE SCALE SOLAR PROJECTS) w wa
80 �°�'
'0
zo- ,� 0 40, 245 WEST (ARMS ROAD
FRONT 50'
SIDE 50' BARN MAP E® + A-
REAR 50' MA 5 NORTHAMPTON, MASSACHUSETTS 01060
14. SCALE IN FEET woff
THE PROPERTY IS ALSO SUBJECT TO THE FOR MAPLE IESI
SPECIAL CONSERVANCY DISTRICT (NC) AS ��^�I T ��T _ NOT T 6 `
K �w� MAP o�qp nnwi
SHOWN ON THE NORTHAMPTON ZONING MAP. °G RM 1pp�Aypip12016 IVR 20+s Z
THE BOUNDARY OF THE DISTRICT IS MAPLE
ESSENTIALLY EQUAL TO THE 100' STREAM CONSTRUCTION S7ORE
BUFFER AS SHOWN HEREON.
/ 1
T , – "'* i ETBACK LINE
—� – / /^ •• w N
SLT FENCE WITH STRAWBALES /' ••• I o
ALONG NORTH WESTERN LIMIT / •••• I
OF WORK (DOWN HILL SIDE) // Jill
1
DRaN 3 Alpe _ • 1 UP 13/13
INV.306 '� j' / a I
� a / w
K LINE / / ♦ I a'
SETBAC j' 11111111
AK
LIMIT OF WETLANDS AND �•� 50' MTTLA BUFFER +o,1•t�
MEAN HIGH WATER UNE ♦ � /
� PINE
_\_ — 1 t)AI SOLAR ARRAY. (2,088) 31OW 72 CELL PV
5 DINTER ROW SPACING. 625*TILT, DUE 64 W DCTH –STC
STC
' – 1141111 TOTAL ARRAY CAPACITY.
SO'11E1LANDS SURER 1 i
/• PINE 1
..i.• 109'*
F PROPOSED SWITCHGEAR --UP 12/12 LEGEND:
AND TRANSFORMER' /
^ 100' WETLANDS BUFFER _ C3 C7 FOUNDATION PAD _• 1 O OUTLINE OF PROPOSED
^ v 5 ARRAY, TOTAL 97,949 SF,
APPROXIMATELY 2.25 ACRES
0
EXISTING LIMIT OF
WETLANDS
PROPOSED VEGETATIVE SCREENING, (166)
200' RNE50' WETLANDS
BUFFER 1 1 –
1 EMERALD GREEN ARBORVITAE (MAX HEIGHT –
OF–12 FEET) SET AT 5–FEET SPACING BUFFER
10–FEET FROM EASTERN PROPERTY UNE ^
/ I AK
/ 1
/ I 1 LIMIT OF WORK 100' WETLANDS
i L UP 11/11 _ _— _— — BUFFER
Hill jai IJ �I
BELOW–GRADE CONDUIT FROM STRING MA _ – _ _ _` 200' RIVERFRONT
INVERTERS FEEDING TO SWITCHGEAR ••• BUFFER
SOLAR
•• ti 1 PROPOSED CHAIN–LINK FENCE AROUND
i •• • 1 SOLAR ARRAY, TOTAL OF 1,710 LINEAR A
I FEET, ENCOMPASSES 138,461 SF, PROPOSED 8' CHAIN—LINK
C3 C5
APPROXIMATELY 3.2 ACRES O O O FENCE AROUND SOLAR
a I
SILT FENCE WITH HAYBALES
1
� UP 10/10
1
1L I I I I I I I I I I I I I I I I I I I I I I I I + .
———————————————— LIMIT OF WORK
ACCESS ROAD AND
D17R 1E MATERIAL AND EQUIPMENT
1 a 1 SUPPORTA RACKING C3 C6 STAGING AREA
1
M cH PR
CAPPED IRON PIN FOUND
b A UNMONUMENTED POINT
0A UP 9/5 z UTILITY POLE
° 6
00 CATCH BASIN
O IMP)IN FARM PATH (AS s� ® SEWER MANHOLEIDRAIN MANHOLE
C3 CS NEEDED INTO ACCESS ROAD 1 �-
INTO ARRAY AND INVERTER 5 I D TREE
SILT FENCE WITH STRAWBALES ALONG SOUTH
EASTERN LIMIT OF WORK (DOWN HILL SIDE) C3 C5 FENCE
N-1
h
DG UNDERGROUND MEDIUM VOLTAGE 9 OVERHEAD WIRES
CIRCUIT TO MAIN STEP–UP TRANSFORMER 1 _ PLACE SEDIMENT AND EROSION CONTROL Prr HEIGHT ABOVE GROUND
OA WATTLES ALONG BOTH SIDES OF CONSTRUCTION
ENTRANCE AND ACCESS ROAD
/ r----
UP 8/8
TRUCK TURNAROUND A 1 I B '��'
CONSTRUCTION MATERIAL AND 1 n II STABILIZED CONSTRUCTION Innovative Enginesr6lg Sduflona, Inc.
EQUIPMENT STAGING AREA -I ENTRANCE C3 C5 25 SPRING STREET
WALPOLE. MASSACHUSETTS 02081
M
(508) 688-0033
,.� NEW UTILITY JUNCTION POLE WITH FUSED CUTOUTS.
2C POI WITH NATIONAL GRID EPS Tm
IMPROVE DRIVEWAYS (AS NEEDED) – _ PROPOSED SITE PLAN
C3 C5 INTO ACCESS ROAD FOR TRUCK ""A '` 14 a M NEW UTILITY OWNED PRIMARY METERING ASSEMBLY
UNLOADING AND TURN–AROUND DG CUSTOMER REQUESTS WIRELESS PRIMARY METER 0 40, B0• PRDW
u'
MAPLE DG OWNED RISER POLE WITH LOADBREAK h 245 WEST FARMS ROAD
PERMI T SET N 0 T FOR TRIM OR REMOVE TREES ADJACENT r I CUTOUTS. ACCESSIBLE 24/7 & HAS PROVISIONS in
DRIVEWAY TO CLEAR PATH FOR TRUCK ACCESS MAP FOR LOCKING IN OPEN OR CLOSED POSITION JAW SCALE IN FEET NORTHAMPTON, MASSACHUSETTS 01060
ROAD AND FOR MEDIUM VOLTAGE OVERHEAD I6. SIDE POINT OF COMMON COUPLING (PCC)
MARE AND UTILITY POLES AS NEEDED MAPLE fuDff
CONS TRUC TION �P 717 IESI
� �
I6 of/cM RM NORIN WnON2016 MAR 2016 3
MAP
I ' I
1
/ PROPOSED VEGETATIVE SCREENING. (166) N
-- --- e EMERALD GREEN ARBORVITAE (MAX HEIGHT OF
1 o -12'), EACH PLANT AT TIME OF PLANTING IS SO
/ BACK LINE 1
AND 5' TALL SET AT 5-FEET SPACING 10-FEET f
6� E / ---. ------ w FROM EASTERN PROPERTY SHOWN
PINNT AND
BRIDGE y_ 7,: �= ALONG NORTHERN BORDER AS
ALES
r
11
SILT D ALONG POR WESTERVN LIMIT
_ _ A C4 C5 OF WORK (DOWN HILL
o
_ - -�•�,CAI. A., i i � i'� / 1 � " PLANT ALL DISTURBED AREAS WITH
W- ♦ SHADE-TOLERANT GRASS SEED
�► 01A ,3 "'� AND APPLY MULCH TO PLANTED
IN�s3p8 �c iSEED. REFER TO SEED MI
' - % I REWI TS O SHETXFA5D
SETBACK LINE PINE / , a i
�,( \ OA
POND T a3t `MAINTAIN EXISTING a LEG_
i 1 ♦ / I
n OF WETLANDS AND � GRASS, REPLANT
MEAN HIGH WATER LINE PINE, / ; ANY DISTURBED
't AREAS ,.
�� EXISTING LIMIT OF
WETLANDS
50' WETLANDS BUFFER —
�_� PINE ` �v �•, M LE 50' WETLANDS
os't / 5 BUFFER
. i•'� 100' WETLANDS BUFFER--__/ — _ -- - 1 � .�•.
100' WETLANDS
—— —-- — — BUFFER
200' FdVERFRONT BARN 1 +` A _ 200' RIVERFRONT
/ BUFFER 1 ,.\ LW OF WORK BUFFER
i I 1
PROPOSED 8' CHAIN-LINK
�•� / / \ 1 i Z FENCE AROUND SOLAR
✓/ i i t ARRAY
� i U
/ SILT FENCE WITH HAYBALES
PROPOSED CHAIN-LINK FENCE AROUND I
/ A OLAR ARRAY, TOTAL OF 1.710 LINEAR / ♦�� Y ~ CHAIN LINK MICE
FEET, ENCOMPASSES 138,461 SF. '
/ PPROXIMATELY 3.2 ACRESI / 1 ----------
/ I - LIMIT OF WORK
I e
I GRASSnREPLANT
1 MAMTAIN E>aSTMIG
HE OF PROPOSED
I
ARRA Y TOTAL 96, 4 ""+ ANY DISTURBED 1
APPRO ATETY 2.25 6. ACRES 1 1 DISTURBED AREAS
_j
1 1 I
I +
1 i
1 : 0 CAPPED IRON PIN FOUND
Q UNMONUMENTED POINT
�o
1 � UTILITY POLE
1 1 C RR
1 O p CATCH BASIN
OS ® SEWER MANHOLE/DRAIN MANHOLE
TREE
II
FENCE
fro „` •�, OVERHEAD WIRES
• bs SILT FENCE WITH STRLE
AWBAS ALONG SOUTH
P'"E HEIGHT ABOVE GROUND
EASTERN LIMIT OF WORK (DOWN HILL SIDE). C4 C5
APPROXIMATELY 600-FEET
DISTURBED AREAS(SHADED), INCLUDES
AREAS OF BELOW-GRADE WORK- ACCESS
ROAD, AND ALL MATERIAL AND EQUIPMENT
- STAGING AREAS, inc-
APPROXIMATELY 33.000 SF ,��' 25 SpR Ew. 5TREEr n9$oM�If601'
WAIPOLE. W-SS�CHUSET75 02061
I •\I J''., r-=J UP 8/8 (5o6) 666-0033
PLACE SEDIMENT AND EROSION CONTROL tnt
WATTLES ALONG BOTH SIDES OF CONSTRUCTION EROSION AND SEDIMENT
2" ENTRANCE AND ACCESS ROAD CONTROL PLAN
\ M L
o �IFt STABILIZED CONSTRUCTION C48C5 0 40' 80' pmalt 245 WEST FARMS ROAD
BARN �..
- ENTRANCE
1
MAPLE 5 SCALE IN FEET NORTHAMPTON. MASSACHUSETTS 01060 +
NOT FOR � I
T AP IESI
PERMIT SE
MAPLE E cwe rlmjK
Swr MA6P ACCESS ROAD INTO ARRAY C4 C5 pp01® ON2016 "10th 4
FOR CONSTRUCTION AND OkMor/om fm
CONSTRUCTION STORE MAPLE
50' ROLL OF PREFABRICATED SILT FENCE: 2'0 SCH 40 GALV. STEEL TYPICAL TERMINAL POST SETUP. SEE
1" SO x 36" LONG STAKES EVERY 72" W/ UNE POST W/POST CAP SHEET C-4 'FENCING PLAN" FOR GPS DOMED POST CAP
SILT FENCE STAPLED TO STAKES t}"0 SCH 40 GALV. STEEL LOCATIONS OF TERMINAL POSTS
TOP, CENTER, & BOTTOM RAILS SELVAGE
VV�AIA NUTWISTNK F�� RAIL END BAND & END CUP
STRAW BALES WD ON SIDE NO CENTER RAIL NEEDED 10' MAX SPACING OF 3'0 SCH 40 HOT DIPPED GALV.
AGAINST SILT FENCE W/ BETWEEN UNE POSTS STEEL TERMINAL POST
STRING PARALLEL TO GRADE
N i WOODEN STAKES DRIVEN TO TOP RAL TENSION BAR
MINIMUM DEPTH AS SHOWN
TENSION BAND
CENTER RAIL CUT TIE, SPACED 15" O.C. ON
TOP & BOTTOM RAILS AND
8' ABOVE GRADE CHAINLINK FABRIC CENTER RAIL (WHEN PRESENT)
9ga GALV. STEEL WIRE,
WOODEN 1" SO x 36' LONG 2' MESH ALL 3"0 AND TERMINAL POST
STAKES. TWO PER STRAW r TIE—ROD ARE TO BE CENTERED IN
BALE. W/TURN— CONCRETE FOOTING
6 IN. BGS BUCKLE BOTTOM RAIL TOP OF CONCRETE TO BE SLOPED
TO ALLOW WATER TO RUN AWAY
6" MIN. BGS �,� A A � >A .A ..A,�A/�/\•'
_ �A VA' FROM TERMINAL POST
12MIN. BGS SELVAGE KNUCKLE
EDGE OF CHAINUNK42
FABRIC 0" 7"
BURY SILT FENCE TO DEPTH ,; >� 42" MIN
SHOWN :vA� ��
Jr /
SILT FENCE W/STRAW BAIT EROSION CONTROL BARRIER DETAIL LINE POSTS MAY BE DRIVEN INTO CENTER RAIL&TIE—ROD REQUIRED IN �I 12" MIN
NATIVE SOIL EACH 10' SECTION IMMEDIATELY
WOODEN 1" SO x 24' (NO CONCRETE FOOTING NEEDED) ADJACENT TO A TERMINAL POST ONLY
LONG STAKES 50' ROLL OF PREFABRICATED A GALVANIZED CHAINLINK FENCE DETAIL
STRAW WATTLE
C3 C5 (NOT TO SCALE)
DRIVE WOODEN STAKE THROUGH THE
MIDDLE OF THE WATTLE AND UNTIL C4
3" OF STAKE REMAINS
CHAINLINK FENCING NOTES:
1) ALL CHAINLINK FENCING COMPONENTS SHALL HAVE A HOT DIPPED GALVANIZED FINISH.
2) CHAINLINK FABRIC SHALL BE MADE OF 9 GAUGE STEEL WIRE, 2' MESH SIZE, AND HOT DIPPED GALVANIZED PRIOR TO WEAVING. ONE EDGE OF THE FABRIC SHALL
PRIOR TO DRIVING STAKES DIG A 3" DEEP x 9' BE FINISHED WITH A SELVAGE TWIST AND THE OTHER WITH A SELVAGE KNUCKLE.
WIDE TRENCH PARALLEL TO THE DESIRED 3) ALL POSTS ARE TO BE PLUMB IN ALL DIRECTIONS. UNE POSTS MAY BE HAMMER DRIVEN. IF HAMMER DRIVEN, POST END MUST BE CUT TO FINAL HEIGHT AFTER
CONTOUR AND LAY WATTLE INTO TRENCH DRIVING IS COMPLETE CUT END IS TO BE CUT SQUARE AND FREE OF BENDS, MUSHROOMING, AND BURRS.
4) MAXIMUM POST SPACING BASED ON MAXIMUM WIND SPEED OF 9OMPH 1MTH CLASS B EXPOSURE, MODERATE ICE LOADING, AND COMPONENT SIZES SHOWN.
MAXIMUM POST SPACING SHALL NOT BE EXCEEDED.
WATTLE FROSION rONTROL BARRI R DETAI
D EROSION CONTROL BARRIER DETAIL
C3 CS (NOT TO SCALE) GRAVELNTRA KI G STALL 6- SURFACE OF— MAINTAIN GRAVEL LEVEL
C4
WITH 2"0 TO 3'0 STONE NTH NO TIRE MANTAIN AT LEAST 2'
SIDE OF ROAD EACH
6
EROSION CONTROL BARRIER NO C• `-(\i AVAAYi✓ �A��A\.��j� �EXISTING GRADE
INSTALL B o2. NON—WOVEN GEOTEXTILE
BELOW ROAD SURFACE, US FABRIC 16' NATIVE MATERIAL NO SOIL
1) INSTALL EROSION CONTROL MEASURES PRIOR TO STARTING ANY OTHER WORK AND IN COMPLIANCE WITH ALL LOCAL MODEL US 205NW, OR EOUAL EXCAVATED
STATE, AND FEDERAL PERMITS AND REGULATIONS.
2) CONTRACTOR SHALL USE SILT FENCING W/STRAW BALES EROSION CONTROL BARRIER AS PRIMARY EROSION CONTROL
METHOD AND WATTLES AT OTHER AREAS AS DIRECTED BY THE ENGINEER. a STABILIZED CONSTRUCTION ENTTRANCE DETAIL
3) MATERIAL INSIDE WATTLES AND BALES SHALL BE STRAW AND NOT HAY.
4) USE ROLL JOINTS TO COMBINE SECTIONS OF EROSION CONTROL BARRIERS. C3 C5 (NOT TO SCALE)
5) EROSION CONTROL BARRIERS SHALL BE INSPECTED (PERIODICALLY) AND MAINTAINED THROUGHOUT SITE CONSTRUCTION C4
AND UNTIL SUCH POINT AS ANY DISTURBED SOIL HAS BEEN STABILIZED. INSTALL 6' (MIN) OF AGGREGATE ROAD PROVIDE A 2%SLOPE ON ROAD
ESTABLISHMENT CK NEW GRASS WITHIN DISTURBED CONSTRUCTION AREAS. �E
6) SILT FENCE AND STRAW BALES SHALL BE REMOVED BY THE CONTRACTOR UPON COMPLETION OF WORK AND BASE MATERIAL(MASS DOT M1.03.1). SURFACE FROM MID
COMPACT TO GREATER THAN 9OX DRY P ��.�AQN�T IEAST 2'
DENSITY. 2X SLOPE CLEARANCE ON EACH
8 r "` �— SIDE OF ROAD
%�� / �'liC ✓ \-`\\\/� ��i�M
DISTURBED AREAS SEEDING R O IIR M NTS: INSTALL 8 OZ. NON—WOVEN GEOIEXTILE EXISTING GRADE
BELOW ROAD SURFACE, US FABRIC 16' �NATIVE MATERIAL NO SOIL
1) CONTRACTOR SHALL MAKE ALL EFFORTS TO MAINTAIN THE EXISTING GRASS ACROSS THE SITE AND IN THE WORK AND MODEL US 205NW, OR EQUAL EXCAVATED
STORAGE AREAS. DISTURBED AREAS SHALL BE STABILIZED DURING CONSTRUCTION WITH STRAW, WOOD CHIPS,
GEOTEXTILE FABRIC, OR OTHER STABILIZATION AND SOIL RETENTION MEANS.
2) ALL DISTURBED AREAS SHALL BE SEEDED UPON THE COMPLETION OF CONSTRUCTION ACTIVITIES WITH A SHADEC ACCESS ROAD DETAIL
TOLERANT MIX, SUCH AS:
2)a. 3OX CREEPING RED FESCUE C3 C5 (NOT TO SCALE)
2)b. 3OX SHEEP FESCUE 'WHISPER'
2)c. 15X HARD FESCUE 'HERON' C4
2)d. 7.5 ANNUAL FESCUE
ACCESS ROAD AND CONSTRUCTION ENTRANCE NOTES:
2)e. 7.5X HARD FESCUE CHARIOT
3) 7.5X HARD FESCUE 'BEACON' 1) ACCESS ROAD TO BE CONSTRUCTED AT LOCATIONS SHOWN AND AS DIRECTED BY THE ENGINEER. NMIInnovaYw En&N Inq Solutions,Inc.
4) SEED CAN BE APPLIMA
ED TH HYDROSEEDING OR OTHER METHODS PROVIDED SEEDS ARE COVERED WITH MULCH OR SEED 2) ROAD SURFACE IS TO BE GRADED SUCH THAT NO PONDING OF WATER OCCURS WITHIN THE LIMITS OF THE ROAD SURFACE. 2S SPRING STREET
STARTING MATS OR FABRIC. 3) ADDITIONAL AGGREGATE TO BE ADDED FOR SOFT SOILS FOR ACCESS ROAD AND CONSTRUCTION ENTRANCE AS DIRECTED BY ENGINEER WALPOLE. MASSACHUSETTS 02081
5) CONTRACTOR SHALL PLANT GRASS SEED AND MAINTAIN/WATER SITE CONDITIONS SUITABLE FOR GRASS GROWTH UNTIL 4) IF OTHER AREAS ARE NEEDED FOR STAGING MATERIALS AND EQUIPMENT, CONTRACTOR SHALL INSTALL STABILIZED CONSTRUCTION (508) 668-0033
THE NEW GRASS IS ESTABLISHED IN ALL AREAS PLANTED. ENTRANCES AS NEEDED TO ACCESS THOSE LOCATIONS. mt
5) GRADE/TAPER CONSTRUCTION ENTRANCE TO MATCH EXISTING PAVEMENT ELEVATION AT MAIN ROAD TO PREVENT RUNOFF INTO ROAD.
CONSTRUCTION DETAILS
Mow
24S WEST FARMS ROAD
FERMI T SE T — NO T FOR
NORTHAMPTON, MASSACHUSETTS 01060
CONS TRUC TION a
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1SOLAR PANEL SUPPORT RACKING
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C3 C6 (NOT TO SCALE) IBMMnovalin EgWmring Solubon6, Inc.
25 SPRING STREET
WALPOLE MASSACHUSETTS 02081
(508) 688-0033
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SOLAR PANEL SUPPORT
NOTES: RACKING DETAILS
1) RACKING IS EXPECTED TO BE MANUFACTURED BY RBI. r�o+e.T
2) H—PILE SUPPORTS SHALL BE DRIVEN INTO GROUND TO DEPTHS BASED ON GEOTECHNICAL SOIL PROPERTIES 245 WEST FARMS ROAD
FERMI T SET NO T FOR 3) ANGLEESIGN OF PV ANELSAND SNOWDISWCURRENTLY ND LOADS E PECTED TOO BETO BER Y5'FROM HORIZONTAL, IF ANOTHER ANGLE IS USED WE
THIS WOULD ALTER INTER—ROW SPACING. NORTHAMPTON, MASSACHUSETTS 01060
CONS TRUC TION 4) ALL RACKING SUPPORT WILL BE GALVANIZED STEEL TO LIMIT CORROSION. Clw
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C7 C7 REBAR ON 1Y CENTERS BOTH
DI REBAR TO BE BONDED TO GROUNDING
DIRECTIONS AND 3" FROM
vERncAL EDGES GRID PRIOR TO CONCRETE POUR.
PLACE EOL"PMIDT ON PAC AS SHO H
OR JUST BASED ON 7UIPMENT
GS AS ECTED B ENGINES
3'_Z. 2'-10'
-------------
V-4'
:480 VAC'
PNL 3
FOUNDATION DETAIL NOTES• TCHBO 3'
1) REBAR SHALL BE SIZED AS CALLED T
WR
DRAWINGS, WA AC POWER MV PO
S, HAVE A MINIMUM GRADE OF 60, AND 11' CONDUIT AREA CONDUIT AREA
BE OF DEFORMED UNCOATED STEEL TYPE. REBAR
SHALL BE TIED TOGETHER WITH METAL MARE WHERE 480 VAC
LONGITUDINAL AND TRANSVERSE REBAR CROSS. PNL 4
2) REBAR FOR EQUIPMENT SLABS SHALL BE I XFMR '300 KVA
BONDED TO GROUNDING GRID PRIOR TO POURING
CONCRETE OR PROVISIONS MADE TO CONNECT TO
GROUNDING GRID WITHOUT THE REMOVAL OF CURED
CONCRETE REMOVAL OF POURED/CURED
CONCRETE TO CONNECT GROUNDING GRID TO
REBAR IS NOT ALLOWED. REFER TO SHEET E-9
"EQUIPMENT BONDING AND GROUNDING DETAILS"
FOR MORE INFORMATION.
5 IMA
3) ALL PAD OPENINGS SHALL BE FIELD VERIFIED XFWR
WITH MANUFACTURER DRAWINGS AND ALL CONDUIT
SWEEPS INTO EQUIPMENT PAD OPENINGS SHALL BE
INPLACE PRIOR TO POURING CONCRETE
EXCAVATION BELOW POURED/CURED CONCRETE
120 VAC PNL 5 DAS S
EQUIPMENT PADS IS PROHIBITED UNLESS APPROVED
BY EOR
4) REBAR h PILE FND ENCASED IN TIF C(NJ(_',PFW --.-
FOUNDATION PAD SHALL BE NO CLOSER THAN 3"
TO ANY OUTSIDE PAD SURFACE-
5) CONCRETE SHALL BE 5000 PSI WITHIN 28 DAYS 19'-6'
WITH 6%*l%AIR ENTRAINMENT. CONCRETE SHALL
BE COMPRISED OF PORTLAND TYPE III CEMENT AND
FINE/COARSE AGGREGATE. FINISH SHALL BE G PANELS, SWITCHBOARD, AND EQUIPMENT FOUNDATION PAD DETAIL
BROOM FINISH.
C3 C7
6) TRANSFORMER SLAB CONSTRUCTION AND C7 C7 (NOT TO SCALE)
PLACEMENT SHALL MEET THE REQUIREMENTS OF
NATIONAL GRID ELECTRIC SYSTEM BULLETIN
NUMBER 754/759.
10" THICK CONCRETE PAD FOR EQUIPMENT(6" THICK PAD FOR
PNLS /1 k /2) (PLAN DIMENSIONS BASED ON EQUIPMENT)
S
SURFACE ALE BE REBAR SET AT MID SLAB DEPTH
BROOM 1 �" CHAMFER
BOND REBAR TO
VARA GROUNDING GRID
3.
— PLACE -Y4"0 GRAVEL
2:1 – - '
AROUND REGATE AANDSLOPE
2:1 AT 2:1 TO MEET EXISTING
GRADE
by
EXISTING GRADE AND SOIi
AND/OR FILL MATERIAL 12" OF WELL GRADED SAND AND GRAVEL AGGREGATE(6" REMOVE VEGETATION AND ORGANIC MATTER TO EXPOSE
FOR SMALL PAD), PLACE AND COMPACT IN 6–INCH LIFTS MINERAL SOIL PRIOR TO PLACING AGGREGATE
WITH THREE PASSES PLATE COMPACTOR
' 6L2A, Innovall"Englewrinq Solulbna, kw.
25 SPRING STREET
C SLAB CROSS–SECTIONAL DETAIL G. (508A ma–W33CIA/SETTS ozOBt
C7 C7 (NOT TO SCALE) C7 C7 M
EQUIPMENT FOUNDATION
PAD DETAILS
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PERMIT SET - N 0 T FOR 45 WEST FARMS ROAD
NORTHAMPTON, MASSACHUSETTS 01060
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