8202_FORM A - BOWLES RD. AND ALMGREN DR. - WESTMASS ) C) Fc) r m A
Bow QCJF and Alm 3 ren
�111est m c, ss
No. March 9 20 02
To the Departmental Officer making the Payment:
Received of Wes tmas s Area Dev.. Corp. _ ,the sum of
Thirty-five and 00/00 Dollars,
for the Form A Filing Fee ending for
collections as per schedule of this date, filed in my office.
�`� Treasurer,
Af +' M P L A N N I N G B O A R D
S 'q
36 Main Street
gawam. MaSsaChusetts 01001
MAR 0 5 2W2 Tel . 413-7B6-0400 Ext. 245
i r FORM A
82plication for Endorsement of Plan Believed Not to Reguire Approval
FILE ONE COMPLETED FORM WITH THE PLANNING BOARD AND ONE COPY WITH
THE TOWN CLERK IN ACCORDANCE WITH THE REGUIREl4ENTS OF SECTION 11-B
Date: march 4 2002
TO THE PLANNING BOARD:
The undersigned, believing that the accompanying plan of his property
in the Town of Agawam does not constitute a subdivision within .the
meaning of the Subdivision Control Law, herewith submits said plan
for a determination and endorsement that Planning Board approval
under the Subdivision Control Law is not required.
1 . NAME OF APPLICANT Westmass Area Development Corporation
Address 255 Padgette Street-Suite 1, Chicopee, MA 01022
2. NAME OF SURVEYOR heritage Surveys, Inc.
Address College Highway & Clark Street, Southampton, MA 01073
3. DEED OF PROPERTY RECORDED INrHampden County Registry of Deeds
Book -A ha .. Page 345
4. LOCATION OF PROPERTY:
Parcel E--6, having an area of 24,902 square feet, more or less and
Parcel E-7, having an area of 7.706 acres
as shown on the accompanying plan dated March 4, 2002. m
fV
5. DESCRIBE THE PROPOSAL IN THIS SUBMISSION:
E
Subdivide previous Parcel E-2-B into Parcels E6 and E7
N _
ATTACHMENTS - TWO ORIGINALS AND THREE COPIES OF PLAN BY CE_RfaFIED'
LAND SURVEYOR. THE PLANS WILL BE DISTRIBUTED AS FOLLOWS: 1 ORIGINAL
TO THE TOWN OF AGAWAM ENGINEERING DEPARTMENT , ONE ORIGINAL TO BE
RECORDED AT REGISTRY OF DEEDS BY THE APPLICANT, ONE COPY FOR THE
ASSESSORS OFFICE, ONE COPY FOR THE PLANNING BOARD OFFICE, AND ONE
CERTIFIED COPY FOR THE BE! ING DEPARTMENT.
Signature of Owner
Address
MEMO
TO: Engineering Dept.
FROM: Planning Board
DATE: March 7,2002
SUBJECT: Form A- Bowles Rd. &Almgren Drive -Westmass
Attached, for your review prior to tonight's meeting, is the revised Form A for Westmass on
Bowles Road and Almgren Drive.
DSD:pre
MEMO
TO: Building Inspector&Engineering Dept.
FROM: Planning Board
DATE: March 5, 2002
SUBJECT: Form A- Bowles Road and Almgren Drive -Westmass
Please review and comment on the attached Form A for Westmass on Bowles Road and Almgren
Drive prior to the Board's March 7"meeting.
Thank you.
DSD:pre
Town of Agawam
36 Main Street Agawam, Massachusetts 01041-1837
gyp. Tel. 41.3-786-0400 Fact. 413-786-9927
MEMO
TO: Building Inspector&Engineering Dept.
FROM: Planning Board
DATE: March 5, 2002
SUBJECT: Form A - Bowles Road and Almgren Drive -Westmass
Please review and comment on the attached Form A for Westmass on Bowles Road and Almgren
Drive prior to the Board's March'meeting.
/lay{
Thank you.
DSD:pre „y
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�sti�
AM P L A N N I NG B0ARD
36 !'lain Street
"49awam, Massachusetts 01001
MAR 0 5 2002 Tel . 413-796-0400 Ext. 245
P61it FORM_ A
Amplication for Endors_gmment of Plan Believed Not to Require AoRroval
FILE ONE COMPLETED FORM WITH THE PLANNING HOARD AND 13NE COPY WITH
THE TOWN CLERK IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 11—B
Date: March 4, 2002
TO THE PLANNING BOARD%
The undersigned, believing that the accompanying plan of his property
in the Town of Agawam does not constitute a subdivision within .the
meaning of the Subdivision Control Law, herewith submits said plan
for a determination and endorsement that Planting Board approval
under the Subdivision Control Law is not required.
I . NAME OF APPLICANT Westmass Area Development Corporation
Address 255 Padgette Street-Suite I, Chicopee, MA 01022
2. NAME OF SURVEYOR Heritage Surveys, Inc. `
Address College Highway & Clark Street, Southampton, MA 01073
3. DEED OF PROPERTY RECORDED IN. Ilampden County Registry of Deeds
Hook S368 Page 345
4. LOCATION OF PROPERTY
Parcel E--6, having an area of 24,902 square feet, more or less and
Parcel E-7, having an area of 7.706 acres
as shown on the accompanying plan dated March 4, 2002.
Ln
5. DESCRIBE THE PROPOSAL IN THIS SUBMISSION% `rn
n
-' t N
Subdivide previous Parcel E-2-B into Parcels E6 and E-7 i
_ 6.
= a
r p
ATTACHMENTS — TWO ORIGINALS AND THREE COPIES OF PLAN BY' .CEk+IFr;ED
LAND SURVEYOR. THE PLANS WILL HE DISTRIBUTED AS FOLLOWS: % cKi ss I NAL
TO THE TOWN OF AGAWAM ENGINEERING DEPARTMENT, ONE ORIGINAL TO BE
RECORDED AT REGISTRY OF DEEDS BY THE APPLICANT, ONE COPY FOR THE
ASSESSORS OFFICE, ONE COPY FOR THE PLANNING BOARD OFFICE, AND ONE
CERTIFIED COPY FOR THE BU DINS DEPARTMENT.
Signature of Owner
Address _
TOWN OF AGAWAM
INTEROFFICE � .r
y
0 Mp
MEMORANDUM
Tb: Planning Board
CC: File
From: Engineering
Date: March 07, 2002
Subject: Form A - Bowles Road and Almgren Drive - Westmass
Per your request dated March 5, 2002, we have reviewed the plan entitled, "Plan of land
in Agawam, Massachusetts prepared for Westmass Area Development Corporation Scale I"=80';
By: Heritage Surveys, Inc.; College Highway & Clark Street, Southampton, Massachusetts; Date:
3-04-2002", and we have no comments at this time.
If you have any questions, please do not hesitate to contact our division.
Sincerely,
ames T. Daley, P.E.
Town Engineer
H:%ENGINEERT0RMA\Forma208.wpd
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7 �
Town of Ajzawam
M.
36 Main Street Agawam, Massachusetts 01061•-1837
Tel. 41.3-786-0400 Fax 413-7W9927
o
N
March 11,2002
Fla
Westmass Area Development Corp.
255 Padgette Street, Suite 1 E
Chicopee, MA 01022
To Whom It May Concern:
At its duly called meeting held on March 11, 2002, the Agawam Planning Board voted to
approve your plans under "Subdivision Control Law Not Required" for a parcel of land located
on Bowles Road and AImgren Drive. Plans drawn by Heritage Surveys and dated March 4,
2002.
Sincerely,
5AWAM PLANNING OARD
Please be advised that failure ord the plan within six(6)months and provide proof of
recording will negate the action of the Board. Detach on dotted line and return to the Agawam
Planning Board, 36 Main Street, Agawam, MA 011001.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
To Agawam PIanning Board
Please be advised that the Form A plan that was filed by Westmass and approved by the
Agawam Planning Board for a parcel of land located on Bowles Rd. & Almgren Dr. has been
recorded at the Hampden County Registry of Deeds. Book , Page
Signature of Applicant
1a 12,000 gallon (96"dia.x37'-0Y2") double-wall fiberglass
underground gasoline storage tanks (XERXES) 8 8 TALC PIPM TEST PF E3
1b 10,000 gallon (96"dia.x26'-0Yz") double-wall fiberglass 31 8 0.00 PIPING MANUFACTURER'S TEST MIRMENTS, PER
underground gasoline Storage tanks (XERXES) 1 1/2" ball valve WESTERN FIBERGLASS INSTALLATION INSTRUCTIONS
FOR PI 4500 CO-FLEX RJR LINES.
1c 8,000 gallon (96"dia.x26'-aYz") double-wall fiberglass
underground gasoline storage tanks (XERXES) 1. TEST ENTIRE PRIMARY SYSTEM (BOTH
0 2 H.P. "FE PETRO" variable speed pump submersible pump w/ leak detector 4 1211 4 2 HARD WALL AND FLEXIBLE) AT 50 P.S.I.
24 2. CONTINUE TO MAINTAIN 50 P.S.I. FOR
3 Proposed VEEDER-ROOT TLS-350 Interstital tank monitor,
5 5 A PERIOD OF ONE (1) HOUR
probe #VR794390-XXX (3) _ _ _ _ _ _ _ _ _ _ _
15 _ _ _ _ _ _ 2 4a 3• TEST ENTIRE SECONDARY PIPING SYSTEM
3a VEEDER-ROOT STP Sump Sensor (VR part #794380-350)
3a
2 3a4a 4. CONTINUE TO MAINTAIN 5 P.S.I. FOR A
(BOP S IHARD WALL AND FLEXIBLE) AT
3b VEEDER-ROOT inventory probe to bottom of tank #VR847390-107 ~3.00 15 PERK OF ONE (1) HOUR
siphon system
@41-1/2" (WESTERN FIBERGLASS PI 4500 CO-FLEX) 22 5. UPON COMPLETION of INSTALLATION, ENTIRE
UNERGROUND SYSTEM WILL BE PRECISION
double-wall flexible supply line with 4" I.D. pipe conduit/rockguard 22 22 TESTED BY A LICENSED THIRD PARTY
(minimum pipe bend radius is 24") 1a
4a
„ 27 1b E)�
1c siphon line (1/8 per foot slope min.)
20
1-1/2" (WESTERN FIBERGLASS PI 4500 CO-FLEX) CROSS SECTION OF— SIPHON LINE
double-wall flexible supply line in a 3" line (AMERON DUALOY 3000L) 30
1 05 2" 1Abro cabJv oupp1lad probe. location for of tank,79
z -0 6" 4000psl %" fibermesh scale: N.T.S.
® electrical conduit for submersible pump strap clip (typ.)
concrete pad (H-20 loading)
V tl V U b V U b , V V
P r P r =
0 18" dia. cast iron manhole OPW #104-MW. • ° ° - • • ° ° ~ ° ° �'
a a a
.W
® Fiber)fight manhole frame and cover 26 CZ
26 26 �o o� o 0
z
99 4" fill riser w/ POW 61-T-4" drop tube w/ OPW61SA-1000 o
swivel adaptor, and 634-TT-4 tight fill cap o� a ra N 910 4" extractor tube w/ 233-MSD-2422 valve extractor assembly 000 000 0 0 0 000 000 000
C
(OPW 233 VM w/ 53VML-0180 float valve) (3) Jim12" 2'-0" �
11 2" stainless steel flex line (HOSEMASTER) FSMF - 2 x 18 16 29 28 28 Lf--00—K 16 4 ' ` m O
o
12 3" fiberglass stage II vapor recovery line. (AMERON) 12" Pea Gravel Bedding under tanks (typ.) siphon line (1/8" I foot slope min.)
1-1/2" (WESTERN FIBERGLASS PI 4500 CO-FLEX)
13 3" fiberglass Vent line. (AMERON) double-wall flexible supply line in a 3" line (AMERON DUALOY 3000L)
J8NK IELD QROSa SECTION , Pea gravel backflli around tarns to extend 12" below bottom of tanks (typ.)
14 Spill containment manhole manufactured by EBW Inc. SCALE: 1/2" = T--0" must have min. dla. of 1/8" and max. dia. of 3/4" Or CONTAINMENT SOLUTIONS guidelines)
Model# 725-470-01
15 4" slotted P.V.C. pipe observation well. (1 @ each corner of
tank installation (4 required) 18 8 TANK PIPING DETAIL
15 p scale= N.T.S.
Sum @ each observation well. 3Q 7 7 mutate
17 Epoxy seal per NFPA specs.
7
18 6" 4aaa psi 3/" fibermesh concrete pad (H20 Loading)
3aI J L_J
— K X X
seal-off fittkg
19 NIA TOD
21
3
20 Pea gravel backfill around tanks to extend 12" below bottom of tanks (typ.) To monitoring device , Mok L
must have min. dia. of 1/8" and max. dia. of 3/4" (per XERXES guidelines) 5 17 14 $4"f w/
21 Weatherproof junction box w/ Yz" NPT studs (16" cu. min.)
15 4 � 9 10 proof
15 _
22 22" manway manufactured by XERXES 6 13 - Pi
1b _ — — — -� —
23 N/A I 2 I 12
0
11 i
3a
24 42" containment collar w/ turbine enclosure (XERXES) I E II
II
25 NIA 22
27 � 27
20 27
26 10 ga. steel -wear plate (2) ( Flexible entry boot (AC-248U 0 3/4• =d t w/ 302
3b I l � 20 faced brass ball valve
27 Hold down straps by tank manufacturer. f 1 I` I I ffI I II JGMIAR SYSTaW4 model« T-1oo
I i 4 i it Tank manway adapter M A-2224)
28 Concrete deadman w/1 #6 rebar centered and #8 rebar shown. sizes as shown IV 1 i
(REQUIRED ONLY IF A WET HOLE IS ENCOUNTERED, AND IF THE CERTIFIED C� C� �I
INSTALLER DEEMS NECESSARY.) E ! E I 29 3/4" galvanized turnbuckle assembly w/ hook ends. �- I 3
ff l
3a asphalt pavement II
31 Western fiberglass barbed fitting part #P14580C
32 2" galvanized tee w/2" gglv ill gd 5wing joint 16
(Webb con-64-107-01)
28
DISPENSER CONNECTION DETAIL 8.000 GALLON DOUBLE-WALL EIBERGLA5S GASQLINE TANK DEIA IL
SCALE: 1/2" = T-0"
date: 1-10-00 dispenser scale: N.T.S.
dispenser junction box
1 V dispenser Inlet seal-off fitting CROSS SECTION OF PIPING
t o stand 6" psi *" fibermesh cmaete
Flexible entry boot (AC-8420) 1!4" asphalt (top coat) pad (H-20 loading) scale, N.T.S.
steel Island farm 9" stainless 2-5/8" from bottom of sump 1h" asphalt (binder)
6" concrete ° ° 4" I.D. pipe P, • ' P, • - . ,
conduit/rockguard _
pad ° ., • ° b � . ° a o0
O 4
peastone 12" 12"
backfill =
too of caxrete �• „ -- �
_,_• cu 3" processed gravel N 62 TAUNTON AVENUE - US ROUTE 44
C)' r_ n AGAWAM, MASSACHUSETTS
emergency Shut-off valve J ` '- -� ?�" min. i4" min Y" 3�"
_. n t of 3" fiberglass vent °S z
(mfg. by OPW, model _ ;:_,`L ='''f a' . line (AMERON) REVISIONS
V* 071� DOUBLE-WALL FIBERGLASS TANK INSTALLATION FOR:
10-RF or equal) 1-129000, 1—� � 9 1_8'� GALLON
TAWS
1l'z" schedule 4o steel pipe 13�" (WESTERN FIBERGLASS PI 45004-01-02 CORRECT PROPERTY AI]DRESS Store* 0167 0�
CO-FLEX) double-wall flexible supply SCALE,- 11T - 7-0
1W schedule 40 steel elbow 11�" double wall I In 24" (min) line w/ 4" I.D. pipe condult/rockguard Gas Station* 852067 o DATE; March 1s, 200
{ - p p g (min. pipe bend radius of 241
dispenser containment box > r� (WESTERN FIBERGLASS ,�]
PI 4500 CO-FLEX) �� ° J FILE: 212_�EPET.db
(mfg. by WESTERN FIBERGLASS, " Pea gravel backflli around tanks to extend 12" below bottom of tanks (typ.) 777 Dedham street Canton, �! DRAWN BY: W.A.R.
yp Massachusetts 02021 CFEg4=p BY:
model DMDS 1129-D3) sump W 4 exp.proof seals�to� onnt.� panel must have min. dia. of 1/8" and max. dia. of 3/4" (per CONTAINMENT SOLUTIONS guidelines?
TANK INSTALLAT ION DETA ILS