8190_WORTHY MILL ASSOCIATES - WALNUT STREET \Vo rtk y
M ; II o �l a+Its
VG � u� vt Si-ree {—
0 0
TowN O AGAWAM
INTEROFFICE ,:
MEMORANDUM
To Planning Board
CC':: File, John P. Stone, Supt of D.P.W.,
From: James T. Daley, P. E.
Date: April 18, 2002
Subject:, Site Plan-Worthy Mills Associates - Walnut Street - SP-316'
Per your request dated April 9, 2002, we have reviewed the site plan entitled, "Proposed Site Plan,
Agawam, MA; By: D.L. Bean, Inc., 40 School Street, Westfield, MA; For- Charles A. Calabrese; Dated: ;Aug.
9, 1998; Revised'. 1-11-2002; Scale; V = 30°,° ;and have the following comment:
1.)' Due to the fact that the current plans call for a conventional sewer pump (not a grinder pump) which is
designed to pass a 2-inch solid, we recommend that a minimum 3-inch diameter force main be
installed. The current design calls for a force main of 2-inches in diameter, creating an
incompatibility. This design needs to be corrected to prevent the force main from getting clogged.
We have contacted Dennis Hopkins, who supports these same concerns. The Engineering Division
will be happy to accept additional information from a qualified source showing that the 2-inch pipe
would not cause any clogging
If you have any comments or questions, please do not hesitate to contact our division.
Sincerely, Sincerely,
1-�
James T. Daley, P.E. Michael C. Chase, E.I.T.
Town Engineer Civil Engineer II
h:%et&eer%sp13 W04.wpd
Town of Agawam
36,MAIN STREET AGAWAM, MASSACHUSETTS 01001
Tel; 41 -78 -0400
January 1, 2002
Charlie Calabrese
Calabrese Construction Co.
10 Woodside Drive
Agawam, MA 0101
Re:'Worthy 1VIills Associates Walnut Street
An inspection took place at the subject site on January 30, 2002 and the following is noted;
1,, There is evidence of import material being placed throughout the proposed construction
site.
2,. This import material has been placed over existing ground which has not been cleared and
grubbed and has not had the topsoil stripped and removed.
3. This import material has just been placed and spread and not compacted in lifts.
4. Silt fences/hay bales have not been installed between the proposed work area an.d the
existing Fiver front.
5. Before placing any impart material on this site, a sample of said material shall be delivered'
to the Agawam Engineering Department for analysis and subsequent approval.
The above only applies to building loot prints, paved areas, and unlit 1
If you have any questions, please do not hesitate to contact our di
Sincerely, '4
+ky
y,...�* i y,•
� ames I Daley, P_E:
Town Engineer
cc: DPW Supt, .Jack Stone; Deborah Dachos OPCD Director
s;tsubdivNrad-59.wpd
0
Town
5�i P4
'• _ 36 Main street Agawam. Massachusetts 01061-1 37
�. Tel.. 41.3-786-0400 Fax 13-7 6-9927`
Cp
N
PLANNING BOARD
January 16, 2002,
Charles A.Calabrese
Worthy Mill Associates
7 Brewster Road
West Springfield,MA 01089`
Dear Mr. Calabrese
At its meeting held on January 3,2002, the Agawam Planning Board voted to approve the Site
Plan entitled "Proposed Site Plan,Agawam,Massachusetts,for Charles A. Calabrese"prepared
by D.L.Bean,Inc. and dated August 9, 1998,revised 1- -2002'with the following conditions:
1. shade trees are to be provided along the back of the site;
2. the Engineering Department comments contained in the attached January 3, 2001;memo
are to be addressed with the exception of items 4, 6 and 7
Three copies of the revised site plan are to be submitted to the Board for its approval and
signatures.
If you have any questions, please contact this office at 786-0400, extension 283.
Sincerely„
Dennis B. Hopkins,Acting Chairman
AGAWAM PLANNING BOARD
cc: Engineering Dept., Building Dept.,D.L. Bean,Inc.,flown Clerk, File
THIS LETTER SUPERCEDES THE PREVIOUS APPROVAL LETTER TRAT WAS
MAILED ON JANUARY 8,2002
i
o W .
TOWN, OF AGAWAM
INTEROFF' IC.E' ,
MEMORANDUM
To: Planiiing Board
ACC: File, John P. Stone, Supt of D P W
James 'T'. Daley, P. E. .:
1 .
y
r
Subj -._, Site Plan-Worthy Fills Associates -Walnut S - SP 510
Per your,request, we have reviewed the site plan entitled, "Proposed Site Plan, Aga ;,B DxI,, ,
!, School Street,Westfield, IAA, FDr. Charles A. Calabrese, Dated: Aug. 9,-:1P98:;
l 2-20Q , She: 1" = 0'," and have the following comments:
1 A .Storm Drain Permit will be required by the Department of Public Works ,, �� f'
o+. etion storm calculations for the 2, 10, md 100year�stoyrn � F
in.o r.to check on the potential for erosion, we would also like to ,. the p s �a
discharge path added to the p (fro two outlets to river). ,: r . . w
huld be sho
wn. Trip-rap and/or ether erosion preventing devices- should lbe on-the.whole°
s ,
path, stopping short of low water in the Westfield River. .:.
# ;
fe bale detail should be a to plans. : ..
water services for the proposed buildings shall be acc6 to town s Mons;
follow` note should be added to the plans.
>:.. A. "A ininr=4 5 feet of cover is required for all water s
4 For t original desk of the lot, the recommendation of a sidewalk parallel to' r'at Strom i
y the entire le of pro (soothe l' 't. tc�_ t � ,
eve, we would like to ask the Planning Board to reconsider their de6sibii ,
•' S .' . .. "fib
A curb cut permit will be from the Department of Public works.
It is.rwommended dW the 2 r line be restrained to p ht g from occ Y
to slope of the pipe., •.'
e ,
" .):, We also have several questions regarding the design of the pump and s'` t'l ne. . er:e W43�'
question of whet or nota gr. should be used ins d'of the proposed
there is 'a question on r line be' large enough to r a t he:'
EF
.w .
a
w..
guides (see Wow ) call fora minimum size of free main of 3"]
8.) We do recommend that the Planning Board require that design follow The Massachusetts Dom''
(MADEP) publication#Twhnical Design Guidance for RMew of '
Sew onnec'tion/Extension Permit Applications" or equivalent guides. If the plans are passed,
�.the should be conditionedon receipt of the required MADgP permit BRP WP14.,We
recommend that the'Town not he responsible for'maintenance bf the sewer pump station or any
portion of the force
if you have any comments or questions, plem do not hesitate to contact our division.
Sincerely, Sincerely,
Jatnes�T. aley, P E. Michael C. Chasej, E,l.g..
Town Engineer Civil r II
�:1cng�eeerr,sp�3tsla�.wpa
;t
' . r
TOWN 0 AGAWAIM
36 MAIN STREET A AW M, MASSACHUSETTS 01001
Tel. -786-040
PLANNING BOARD
Charles A.Calabrese
Worthy rill Associates -
7 Brewster Road ,
West Springfield, MA 0108 ' -
Dear Mr. Calabrese:
w
At its meeting held on January 3, 2002, the Agawam Planning Board voted to approve the Site
Plan entitled "Proposed Site Plan, Agawam, Massachusetts, for Charles A. Calabrese"prepared
by D.L. Bean, Inc. and dated August 9, 1998, revised. 1- -2002with the following conditions::
l. shade trees are to be provided along the back of the site
2. the Engineering Department comments contained in the attached January 3,2001 memo
are to be addressed with the exception of items 6 and.7.
Three copies of the revised site plan are to he submitted to the Board for its approval and
signatures.
If you.have any questions,please contact this office at 786-0400, extension 283.
Sincerely,
Dennis B. Hopkins, Acting Chairman
AGAWAM PLANNING BOARD
DBI/DSD:pre
cc: Engineering Dept., Building Dept.,D.L. Bean, Inc., Town Clerk,File
t r e
TowN OF AGAWAM
INTEROFFICE
MEMORANDUM
To: Planning Board
CC. File, John P. Stone, Supt of D.P.W.
From: James T. Daley, R E.
z-.
: .. January 3, 2001
Subject.- Site plan - Worthy Mills Associates - Walnut Street
Per your request, we have reviewed the site plan entitled, "Proposed Site Plan, Agawam., MA, D L.
Inc.,40 School Street, Westfield, ; For: CharlesA. +Calabrese;'rated: Aug.
1- -2 Scale: 1'" = 30'i " and have the following comments:
A -StormDrain knit will be u' thei3p ent of Public
' ,
'construction storm drain calculations for the 2, 10, and 100-year storms events will be
In order to check on the potential for erosion, we would also like to have the propose 'st rrn water_t
P
. disc a aril added to the plan from the two outlets to the river). :Also, the typeof ;
should.fie sh , Rips-rap and/or other erosion preventing devices should be u5 on whole`'
-discharge path, stopping short of low water in the Vkstfield River.
2.)_ : A.;silt fe, bale detail should be added to the plans,
.); The water services for the proposed buildings shall be according to town specificaOi ipns, the'
following note should be added to the plans:
A:) "A minimum of 5 feet of cover is required for all water services.
4.) 1 r the original design of the lot, the recommendation of a 5' sidewalk pa et to W
the entire Ye of the property sauthera�'limit to no ina.ions) was not
P perty P
Iitwever, would like to P Berard to reconsider tliir decision
) A curb cut permit will be required from the Department of Public Works..
C.)- It is recommended that the 2' semi line be restrained top nt aW damp from occ
umdue
to the slope of the pipe. r
:r
k
7.) We also have several questions regarding the design of the pump and sewer line. There -is.a
question of whether or not a grinder pump should be used instead of the proposed pump:` Also
there is a question on the 2" sewer line being large enough`to prevent clogging [for example, the
MADEP guides ( see below) +call for a minimum size of force main of 3")
8.) We do recommend that the;Planning Board require that design follow The Massachusetts"DEP
MADEP ) publication "Technical Design Guidance for Review of
SewerConnection/Extension Permit Applications" or equivalent guides. If the plans are passed,
they should be conditioned on receipt of the required MADEP permit BRP WP14. We
recommend that the Town not be responsible for maintenance of the sewer pump station or any
portion of the force main.
If you have any comments or questions, please do not hesitate to contact our division.,
Sincerely, Sincerely, '-
James T. Daley, P.E. Michael C. Chase, E.I.T.
Town Engineer Civil Engineer II
hAengineerksp13W03.wpd
TOWN O AGAWAM
INTEROFFICE
�
MEMORANDUM
To: Planning Board
CC: File, John P. Stone, Sept of D.P.V
From: James I Daley, P, E.
Date: January 3, 2001
Subject: Site Plan-Worthy Mills Associates - Walnut Street-- SP-316
Per your request, we have reviewed the site plan entitled, "Proposed Site Plan, Agawam, MA; By: D.L; 6.
Bean,.Inc.; 40 School Street, Westfield,MA; For: Charles A. Calabrese; Dated: Aug. 9, 1998;.Rey.
1-2-2002; Scale: l" = 30'," and have the following comments: _
r:
1) A Storm Drain Permit will be required by the Department of Public Works.. Pre and post
construction storm drain calculations for the 2, 10 and 100-year storm events will tie required
In order to check on the potential for erosion, we would also like to have the proposed storm water
discharge path added to the plan (from the two outlets to the river). Also, the type of.t�xran
should be shown. Rip-rap and/or other erosion preventing devices should be. used on-the whole.
discharge path, stopping short of low water in the Westfield River.
.2.) A silt fence/hay bale detail should be added to the plans:
3.) The water services for the proposed buildings shall be according to town specifications,.and the
following note should be added to the plans
"A.) "A minimum of 5 feet of cover is required for all water services::"
4.) For the original design of the lot, the recommendation of'a 5' sidewalk parallel to Walnut Street,
=running the entire`length of the property (southern limit to northern limit) was not accepted
.However, we woWd like to ask the Plaming Board to reconsider their decision. w
5.) A curb'cut permit will be required from the Department of Public Works.
6.) It is recommended that the 2" sewer line be restrained to prevent any damage from occurring due
t6 the slope of the pipe.
7.) We also have several questions regarding the design of the pomp and sewer dine. There is a
question of whether or not a grinder pump should be used instead of the proposed pump,.Also,
there is a question on the 2" sewer line being large enough to prevent clogging [ for example, the
MADEP guides ( see below ) call fora minimum size of force main of 3'°]
8.) We do recommend that the Planning Board require that design follow The Massachusetts;DEP
(MADEP )publication'Technical Design Guidance for Review of
SewerConneetion/Extension Permit Applications" or equivalent guides. If the plans are passed,
---they should be conditioned on receipt of the required MADEP permit''BRP WP14. We
recommend that the Town not be responsible for maintenance of the sewer pump station or any
portion of the force main.
If you have any comments or questions, please do not hesitate to contact our division.
Sincerely, Sincerely,
names I Daley, RE. Michael C. Chase, E.I.T.
Town Engineer Civil,Engineer II
haengineer\spk316NO3.wpd
Land Consulteaft 11RCTVE6@?
Fatty Schaff et
WESTFISLD l'IRASSACOHUSET'TS 01085
DATE K1I3 NO:
(413) 562.7 661a Jgnuary 2, 2002
FAX 413) $ 2-2t 1
ATTENTION
Mike Qaae
TO Aizawam En ineerigg Department Worthy Mills Assoc.
E ARE'SENDING YOU M Attached 0 Finder separate cover via the following items:
a
❑ Shop drawings E Prints 0 Plans ❑ Samples ❑ Specifications
Copy of letter D Change order
COPIES: DATE NO, DESCRIPTION
3 lr ' 02 Site, PIWalnut Streat -
Char1jr, Calabrese-
THESE ARE TRANSMITTED as checked below:
For approval ❑ Approved as submitted LED Resubmit copies for approval
For your use 0 Approved as noted ❑ Submit copies for distribution
s requested ❑ returned for corrections 0 Return - corrected prints
1Z For review and comment ❑
❑ FOR BIDS DUE lg 0 PRINTS RETURNED AFTER LOAN TO US
REMARKS i : I've rgyised
am-2AAMILe Planning Boaxd
v
JAN
z-
iv n
2 201
ime
copy TO Building Department Copy
Planning Board - Copy
SIGNED:
tf snolosures are not as nvtecp k►ndfy notW us of one*. E Shute, Sr. V. President
AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT
SITE PLAN REVIEW
REVIEWER: D. Dachos DATE: December 13, 2001
DATE RECEIVED: December 10, 2001 DISTRIBUTION DATE: Dec. 10, 2001
PLANNING BOARD MEETING DATE: December 20, 2001
APPLICANT INFORMATION
1. Name of Business: Worthy Mill Associates, Inc.
Address: Walnut Street, Agawam, MA
2. Owner. Charles Calabrese Jr.
Address: 7 Brewster Road, West Springfield, MA 01089
Telephone: (413) 736-3352 Fax:
3. Engineer: D. L. Bean, Inc.
Address: 40 School Street, Westfield, MA 01085
Telephone: (413) 562-7566 Fax:
PLAN REVIEW
Scale: 1"-30' Date: August 9, 1998, revised Dec. 3, 2001
Title Block (Street Address, Applicants Name, Address, Scale, Name of Preparer of Plan):
Street address of new structure should be added to the title block.
Description of Project: The proposed construction of a four family dwelling adjacent to
two previously approved four-families on River Street.
f
Site Plan Review
Page 2
Description of Site: Site of demolished mill building. Area undeveloped, but disturbed.
At a minimum, the applicant should notify the Conservation Commission to determine
whether any formal filings are necessary,:
Provision for Traffic Flow: Unchanged.
Parking: O.K.
Drainage; See Engineering comments.
Public Utilities See Engineering comments.
Landscaping/Screening and Buffers. The applicant should provide some shade trees
around the site.
Sign Location: Unchanged.
Exterior lighting: Not shown,
Rendering or Elevations: Not provided.
Dumpster Location: O.K.
Other Comments or Concerns: There appears to be little lawn space for the residents.
Since the site is so large, a portion of the perimeter should be maintained in lawn so that
the residents have an area in which to enjoy passive recreation.
ppppp"
TOWN OF AGAWAM
INTEROFTICE Tc„ �t
1,
MEMO RANDUM
Tot Planning Board.
File
From James T. Daley, P. E.
Date. December 20, 2001
Subject.. Site flan - Worthy Mills Associates - Walnut Street - SP 316
Per your request dated December 10, 2001, we have reviewed the site plan entitled., "Proposed Site Plan,
Agawam, MA By. D.L. Bean, Inc., 40 School Street, Westfield, MA; Farr Charles A. Calabrese;
Dated, Aug. 9, 1998; Revised: 12-5-2001; Scale: 1" == 30", " and have the following comments:
1) A Storm Drain Permit will be requiredby the Department of Public 'Works. Pre and host
construction storm drain calculations for the 2, 10, and 1 0-year storm events will be required.
In order to check on the potential for erosion; we would also like:to have the proposed storm water
discharge path added to the plan (from the two outlets to the river)„ .Also, the type of terrain
should be shown.
2..) The previous Storm Drain Permit application required the following conditions of permit:
a.) The area east of the parking lot and north of the northern most proposed building must'
be seeded up to the edge of the riverfront area to create an overall lower curve number.
b.) This edge of the riverfront area should be staked out to ensure that the correct amount
of area is being seeded and that no construction is taking place within the area.
3.) The house numbers need to be added to the plans. '1'lre following numbers should be used for the
new quad-ple in a north to south direction): 23-A, 23-B, 2 -A, 2 -B
.) A Silt fence/hay bale detail should be added to the plans. Silt fences should be installed between
the proposed work area and the existing river front. The following note should be added to the
plans:
"Prior to the commencing, work activities, sedirnentationlerosion control barriers shall b
installed., maintained and shall not he moved until all work is complete and vegetation is
established."
PP" 0
5.) The water services for the proposed buildings shall be according to town specifications, and the
following notes should be added to the plans:
a.) "The contractor/owner shall be responsible for testing any existing Town gate valve
where a new connection will be made. The contractor/owner will also be responsible for
repairing or replacing such valve or installing a new valve at the property line in order to
allow pressure testing of the new water main."
b.) "A minimum of 5 feet of cover is required for all water services."
6.) For the original design of the lot, the recommendation of a 5' sidewalk parallel to Walnut Street,
running the.entire length of the property (southern limit to northern limit) was not accepted.
However, we would like to ask the Planning Board to reconsider their decision.
7.) A curb cut permit will be required from the Department of Public Works.
8.) The following items are suggested for the sewer design:
a.) The sewer pump chamber should have a sloped bottom and the sump area should be
reduced in order to lower the potential for the accumulation of solids,
b) It is recommended that the 2" sewer line be restrained to prevent any damage from
occurring due to the slope of the pipe.
9.) We also have several questions regarding the design of the pump and sewer line. There is a
question of whether or not a grinder pump may be used instead of the proposed purnp. Also,
there is a question on the 2" sewer line being large enough.
If you have any comments or questions, please do not hesitate to contact our division.
Sincerely, 'X Sincerely,
r C�j
amen T. Daley,
, P.E. Michael C. Chase, E.I.T.
Town Engineer Civil, Engineer 11
h.-kengineefkspM6W2.wpd
rown
,• 36 :'ljlai:n Street Agawam, Massachusetts 01001-1 37
� s
S'el. 413-786-0400 Fax 413-786-9927
MEMO`
TO Building Inspector, Engineering Dept.,Police Dept., r i t.
FROM: Planning Board
DATE: December 10,°2001
SUBJECT: Site Plan-Worthy Mill Associates -Walnut Street
Please review and comment on the attached Site Plan for Atlas Auto at 1688 Main Street prior to
the Board's December 20'meeting
Thank you.
DSD:pre
AGAWAM FIRE DRWMENt
0 `` '
io (
" 4
.� f=
0 0
rown of Agawam
_ 36 ,Nlain Street Agawam, fas`achuset'ts 01001- 837
�D Tel. 413-786-0400 F`ax. 413-786-9927
MEMO
TO: Building Inspector,Engineering Dept.,Police Dept.,Fire Dept.
FROM: Planning Board,
DATE: December 10, 2001
SUBJECT: Site Plan-Worthy Mill Associates -Walnut Street
Please review and comment on the attached Site Plan for Atlas Auto at 1688 Main Street prior to
the Board's December 201h meeting.
Thank you.
DSD:pre
A
Ito (
SIGH at -
Vill
_
h' �y
y
�, x
s
'rown of Agawam
36 iaintr,� t Agaram. ' asachusets OI001-1$37'
Tel. 413-786-0400 Fax 413-796-9927'
MEMO'
TO: Building Inspector, Engineering Dept.,Police Dept.,Fire Dept.
FROM Planning Board
DATE: December 10,<2001
SUBJECT: Site Plan-Worthy Mill Associates - Walnut Street
Please review and comment on the attached Site Plan for Atlas Auto at 1688 Main Street prior to
the Board's December 20'meeting.
Thank you.
DSD:pre
AGANAMPLANNMG;'
Forma
iorShe
Plow Complete the f0HoVWngfwn.and ret=it IQ copim afftate tG:
Office ofRmamg aod'
36 Main Sttr a
NIA 01001
1..- Namc-ofBuainew Worthy Mill Associates,, Inc.
Walnut Street, Agawam, MA
I Name of AppliCanVOWner Charles Calabrese
7 Brewster Road, West Springfield, MA 01089
Telephone 736-3352
3. Name of t D.L. Bean, Inc.
Addrew 40 School: Street Westfield, MA 01085'
Telephone (413) 562-7566; -
4, Please sM a briaf doodpdon of the mpond project:
Project involves construction of additional four family
dwelling southeast of two four family dwellings approved by
Planning Board in the fall of 1998. The; plan involves minor
changes the above approved plan to accomodate thisnoVs .proposdlj
6 �
DEC 1a4 '
Rev. 21 i4194
MEMO
TO: Engineering Department
FROM Planning Board
DATE: April 9, 2002
SUBJECT: Revised Site Plan -Worthy Mill Associates -Walnut Street
Please review the attached revised Site Plan for Worthy Mill Associates on Walnut Street to be
sure it is ready for the Board's signatures at their April 18t'meeting.
Thank you.
DSD:pre
�T C1►
TOWN OF AGAWAM
is U.
r
MEMORANDUM
To Building Dept.
CC Planning, File
From: Engineering Division
Date: April 9, 2002
Subject: Worthy Mills Associates - Walnut Street- Site Plan 316
An inspection was made today of the subject site. The contractor, Calabrese Const. is preparing to
install building footings in the Phase H(lower area)of this site. It has been noted recently that there
has been import fill placed in the general area of the new footings. It is not known if the contractor
has excavated down to a stable sub-base elevation on which to place the new building footings.Also,
there are sanitary sewer concerns which have not been addressed and we have yet to be in possession
of any approved site plans.
If you have any comments or questions,please do not hesitate to contact our division.
Respectfully,
L 7
Richard S. Seidnitzer Jmes T.Daley, P.E.,
Civil Engineer I Town Engineer
H:lengineerlsiteplan\sp316_2.wpd
Lana Con>EuNtents'
Forty School Street
STFIELD, MASSACHUISMS 01085
DATE JOB rv0.
(41 ) 56 -7566 anus 11 02
FAX (415) 5 2-2t 1 ATTENTION
Mark Chaise, EIT
TO RE;
Agawam Engineering-Department Walnut St. 4 lex for
36 fain $treet. Charles Calabrese
aam` 11Q01
WE ARE SENDING YOU; 2 Attached; 0 Under separate cover via the following items:
❑ Shop drawings 3 Prints C` Plans 0 Samples CI Specifications
a Copy of lever C Change order An-lA a igna
COPIES DATE NO. DESCRIPTION
1 9-02-55 S Cover leltter, hermit Application, Storm Calculations. for orig. projeat.
1 1-11-02 5 Permit Applications Storm. Calculations, Plan of Routes & P ndin,S
1 '02 1 Revise Site Plan w additional notes details trees & minor grad ag.
THESE ARE TRANSMITTED as checked below:
X For approval C Approved as submitted C Resubmit—copies for approval
For your use 0 Approved as noted C Submit copies for distribution
C As requested 17 Returned for corrections C Return, corrected prints
For review and comment C
FOR BIDS DUE 19 C PRINTS RETURNED AFTER LOAN TO US
REMARKS like: _ Previous storm drain information n for,,comparison. We made minor grade ch#nze
along Tc route to direct run-off to existing_ponding area. Current cales. show increase in
im ervious (0.,18 Ac...), increase in Tc direct water to_:poRding rather than river use d
factor in cake. to reduce overall effect on river. Plan also shows other additions that
were requestedand gggraved. If u. h gye an
�r
w . - S iucWKY
COPY TO e nt k
Charles CalabreseNXI
SIGNED:,
zz—��
ff enclosures are not as noted,kindly notify Us at onom David L. Bean, President
D. L. BEAN, INCH
Lana Cmuftants
WEST LD, MASSA04USETTS 01085
(4I ) E e t er 1998
FAX (413) 562-2091 Van
TO .
jam n lne*rin e t 5 - 21 Walnut Street
in Street Wortbymill Associates Inc.
AQaw►ats, MA t�1i?fJ1 v
WE ARE SENDING YOU Attached r via FAX _ the following items.
0 Shop drawings 0 Prints ❑ Plans 0 Samples El Specifications
71 Copy of letter 13 Change order T05
COPIES DATE NO. DESCRi ani
1 9-2-98 .3 Exist n Conditions
9--2-95 3 Proposed Conditions
9-2-98 1 Storm Drains a Permit A2plication
THESE ARE TRANSMITTED as checked below.
0 For approval Cl Approved as submitted 0 Resubmit-copies for approval
For your use [J Approved as noted C3 Submit`-copies for distribution
'0 As requested 0 Returned for corrections; 0 Return,-corrected prints
0 For review and comment' 0
1 FOR WDS DUE 19 - _ ® PRINTS RETURNED`AFTER LOAN TO US
REMARKS YAAW 912 fi berm -� h wr a is 1 ghke_&M t1M=gff valves for, all-jegorm
intensities. Althou h pervious cover is increased bX 7.8X the existing sparce covered
soils and dirt drive will be ve etited with lawn. This also slows down the time of
concentration excep.t on the gLo2oaedpaved surface, but these disci a into rjE ra ed
diggpators and A_re wie th 40 fact frga tbe r.13rax threub Am vgSlIallon,
n he Rjag for Igaerl2w, Dank 12u,fol yoMLhj1gon th a r ect
►' _ S trsral
Cbpy TO—
,
To the Town of Agawam,Department of Public Works;
The undersigned being the Owner of the property located
(eg;Owner,Lessm,Tenant.le .eto
at 5 — 21 Walnut Street
doeshereby request a,permit to increase pervious cover bX Z..8%
(eg:Connect to,Alter,Increaw Runofftea.or hxresse Impervious N;W of an
f an g1rea drainin towards the—
an
trt
a draining water course,cheand or detention facility aid =or
river. eve -.feet away through dense vegetation and trees.3>
1. A plan of the showing accurately all storm ' wit"tousses,chaamb or dettom fatuities
existingnow is`attached heretinto'as Exhibit"A". (Submit in )
2. P i t to
be itis as Exhibit ]3". (Submit in )
3. Calculations determining existing and proposed storm water ruooff, ity ofeust facilities impacted
by the planned work the design of tion facilities airs as Exltt 't"C. (Submit in
Duplicate)
4. The name and address of the engineer or firm who prepared the calculation,design plans and specifications
covered by this permit is
D.L. Begin, Inc. _ 40 school Street
Westfield, IAA
. rm name and address of the person or flon who will perform the work covered by this permit is
harles Calabrese 7 Brewster Road
rn fi MA Ot
I. To furnish any additional information relatiI to the install' of of the storm for h this
permit is sought as may be requested by the, uperintendent.
2. To Accept and abide by all the provisions of Section 175.1 throuyg�h 175-59 inclusive of the tdi of
the Town of Agawam and of all.:Other pertinent ordinance or regulations that may be adopted in the future,
3 To operate and 'maintain any storm detention facilities,as may be required as a condition of the r
storm drainage permit in an efficient manw at all times, at no expense to the Town
4� To cooperate at all times with the'Superintendent of Public Works and his repuentatives in their
inspection of storm drains,and any maintenance thereof.
. To notify the Surintendent of Public Works immediately in the event of any accident negligence,or other
occ a thatpei discharge to the storm drain of any wastes or process waters not covered by this
permit or Aomed by Section 175 of the!Ordinance ofthe Town ofAgaixam
e. To indemnify the Town from loss or dam�ga that may directly"or indirectly be occasioned by the;
installation of the storm drain and releted;facility or connection,
J.
PT;It~ r .�`rA=r DATE,__Sept. 2 998
rtkes labrese, Press
DRESS: csr ssociateg. T c.
es a prIn � d, MA 0I0'$4
CONDITIONS OF PERMIT-.
APPUCATION APPROVED AND PERMIT GRANTED
PERMIT NO. IAA
SIGNED:
SUPEtt NLfENT
RUNOFF CURVE NUMBER COMPUTATION Version 2.00
Project CALABRESE - WALNUT ST. User: DLB ,Date: 09-02-9
County HAMPDEN State: MA Checked: Date::
Subtitle: EXISTING CONDITIONS - FOUR PLEXES' SITE
Subarea 4.60
--------------®.-_-...__.F---_-__----,._-f...__------ -:®------------- ---_....�� -------
Hydrologic Soil Group
COVER DESCRIPTION A H C D
Acres (CN)
FULLY DEVELOPED URBAN AREAS (Veg Est .
Opera space Lawns,parks etc,. )
Poor condition; grass cover < 50% 0.52(68)
Impervious Areas
Peved parking lots, roofs, driveways 0.22(98) -- -
Streets and roads
Gravel (w/ right-of-way) 0.06(7€)
OTHER AGRICULTURAL D
Woods - grass combination poor 2.48(57)
good 1.32(32)
Total Area (by Hydrologic Soil Group) 4
---------------------------------------------------------------------
SUBAREA: 4. 60 TOTAL DRAINAGE AREA: 4. 6 Acres WEIGHTED CURVE NUMBER: 53*
-------------------------------------------------------------------------------
Generated for use by GRAPHIC method
TIME OF CONCENTRATION AND TRAVEL TIME version 2.00
Project : CALABRESE WALNUT ST. User: DLB Date 09-02-98
County HAMPDEN State: HA Checked: Date:
Subtitle: EXISTING CONDITIONS - FOUR PIEXES SITE
-_. .. - ------------- --------------- ----- ------------------------ -----
Flow Type 2 year Length Slope Surface n Area , Wp Velocity Time
rain (ft) t ft/ft coda ( q/ft) (ft) (ft/sec) {hr
-- ----- ------------------------------ --_---_---------. ---------------_ -----
Sheet 3 80 0.10 E 0.074
Sheet 70 0. 14 0.058
Shallow Concentrd 200 0.01 U 0.034
Shallow Concent►d 110 0.33 U 0.003
Time of Concentration 0.17*
---- Sheet Flow Surface Codes - -
A Smooth Surface F Grass, Dense --- Shallow Concentrated ---
B Fallow No Res. ) G Grass, Burmuda Surface Codes
G Cultivated < 20 Res. H Woods, Light P Paved
D Cultivated > 20 Res. I Woods, Dense U Unpaved
E Grass-Range, Short J Range, Natural
- Generated for use by GRAPHIC method
GRAPHICAL PEAK DISCHARGE METHOD Version 2.00
Project CALABRESE WALNUT S . User: DLB Date. 09-02-98
County HAMPDEN State: KA Checked: Date:
Subtitle; EXISTING CONDITraNS FOUR PLEXES SITE
Data.* Drainage Area 4.6 * ores
Runoff Curve Number 53' *
Time of Concentratiow 0. 17 * Hours
Rainfall Type III
Pend and Swamp Area MORE
Storm Number 1 f 2' 3 4 5 i 6
Frequency (yrs) ; 1 2 5 ; 10 25 ; 100
24--Hr Rainfall (,in) 2.5 1 3 '� 4 4.6 5.3 r 6 6.5
Ia/P Ratio 0. 71 ; 0 . 59 0. 44 0. 39 0.33 0.30 0.27
f Used i 0.50 0.50 ; 0.44 0.39 0.33 0.30 k 0.27
Runoff (in) 0,.05 0. 15 0.45 0.68 M 1.00 ; 1. 36 # 1.64
Unit Peak Discharge 10. 397 10.397 10.510 10.651 10. 750 10. 807 10.821 1
cfs/acre/ink r
Pond and Swamp Factor, 1-.00 1 1. 00 ; 1. 00 1 1.00 ; 1.00 ; 1..00 1 1.00
0.0% Ponds Used i
Peak Discharge (+ifs) 0 t 0 1= ;, 2 it 3 11 5 11 6
- Value(s) provided from T -55 system routines
RUNOFF CURVE NUMBER COMPUTATION Version 2.00
Project CALABRESE _ WALNUT ST User.* DLE Date: -02 -9
County FUEN State: MA Checked. Date
Subtitle: PROPOSED CONDITIONS - FOUR PLEXES SITE
Subarea 4*60
---------------------
Hydrologic Soil Group
COVER DESCRIPTION A B C
Acres (CN)
-------------------------------------------------------------------------------
FULLY DEVELOPED URBAN AREAS (Veg Est .)
Open space (Lawns.parks etc, )
Good condition; grass cover > 75% 0.63(3 )'
01
Impervious Area•
Paved parking lots,; roofs, driveways 0.58(98)
OTHER AGRICULTURAL LANDS'
Woods grass combination poor 2. 40(57)
good 0.99( ) .
Total Area (by Hydrologic Sail Croup) 4.6
SUBAREA: 4. 60 TOTAL DRAINAGE AREA: 4.6 Acres- WEIGHTED CURVE NUMBER; 54*
Generated for use, by GRAPHIC method
TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00
Project CALABRESE - WALNUT ST-. User: OLB Date. 09-02-98
County PDEN State: MA Checked. Date.
Subtitle. PROPOSED CONDITIONS FOUR PLE.XES SITE
®®---:---------rrr.w.----sr.—:—r rr.rr:----wir.—.r....+.M----..--rar.•n+xas r:----+.e,—s—.-----.r«:----.:tee---------.----
Flows Type 2 year Length Slope Surface n Area Wp 'Velocity Time
rain (ft) ( t/ft) code (sq/ft) ( t) (ft/sec) (hr)
Sheep. 3 80 0.06 F 0. 13>2
Sheet 100 0. 12 F 0. 120
Shallow Conce:nt'd ISO 0.03 U 0.015
Shallow Cbncent'd 110 0.33 U 0.00
Time of Concentr tion = 0.27,*
-- - Sheet Flow Surface Codes
Smooth Surface F Grass, Dense ___ Shallow Concentrated --
5 Fallow (No Res. ) G Grass, Surmuda —_ Surface Cedes ---
C Cultivated < 20 % Res. H Woods, Light P Paved
0 Cultivated > 20 % Res. I Woods, Dense U Unpaved
E Grass-Range, Short J Mange, Natural
* -- Generated ;for use by GRAPHICmethod
y.
GRAPHICAL PEAK DISCHARGE METHOD Verson 2.00
Project CALABRESE - WALNUT ST. User: LLB Date: 09-Q - 8
County HAMPDEN State: MA Checked: gate::
Subtitle PROPOSED CONDITIONS SOUR FLEXES SITE
Data: Drainage Area 4.6 Acres
Runoff Curve Number 54 *
Time of Concentration 0.27 * Hours
Rainfall Type III
Pond and Swamp Area NONE
Storm Number i 1 2 i 3 It 4 5 i'. 6' � 7
Frequency (yr's) i 1 2i 5 r 10 25 � 50 � 100
24-Hr Rainfall (in) 2.5 3 4 ; 4.6 ; 5.3 ; 6 6.5
Ia/P Ratio ; 0. 68 ; 0.57 0.43 0.37 0. 32 0. 28 ; 0.26
1 1 1 1 B I F
Used 0.50 0.50 0.43 0. 37 1 0.32 0.28 0.26
Runoff (in) 1 0.07 0. 17 0.49 0.73 1.07 ; 1.44 1.73
I I 'k
Unit Pear Discharge 10.355 10.355 10.485 10.586 10.660 10. 699, 10.712
1 1 i i I 1 I 1
1 Pend and Swamp Factort! 1.00 1.00 1 1. 00 1 1,.00 1 1.00 1 1.00
0_0% Ponds Used
r I � I I i I
Peak Discharge (;cfs) 1 0 1 0 1 1. 11 2 1 3 5 i 6 it
-- Value(s) provided from TR-55 system routines;
002 RA MACE PEIt_A+tC"t'AITLICA1
To the Town of Agawam,Department of Public Wo
The undersigned being the Owner of the property located
ft:Owner,Lessee,Tenant,Intended Purchaser,etc.)
at5 - 21 Walnut Street
does hereby request a pertnit to increase vervious cover by another 3.2% over
(eg: Connect to,Alter,Increase Runoff to,or increase Impervious Cover of an
1998 (7.8%) to a total increase of 11.7 of an area draining towards the
area drainingo)
astorm rin,watercourse,
tercoursr,channel or deention facility:at Westfield River the river is
over 200 feet awa gntd run-off its directed through a lar e on in area.) .:
1. A plan of the property showing accurately all storm drains,water courses,channels or detention facilities
now existing is attached hereunto as Exhibit"A". (Submit in Duplicate) Proposed Site Plant® Rev. 1-11-02
Plans and specifications covering any work proposed,including sail erosion and sedimentation ,to
be performed under this permit is attiabed hereurito as Exbbit B". it m Dupli
3. Calculations determining existing and proposed storm water runoff,capacity of existin�facilities impacted
by the planned work and the design of detention facilities attached hereto as Exhibit"C". (Submit in
Duplicate) See attached (1-11_02
4 The name and address of the engineer or firm red the calculation,design plane and specifications
covered by this permit is.
D.L. Bean, Inc. 0 School Street
Westfield, MA
5. The name and address of the person or firm who will perform the work covered by this permit is:
Charles Calabrese - 7 Brewster Road
r`
L To futmi h any additional information relatin to the installation of use of the storm drain for which this
permit is sought as may be requested by the Wuperintendent.
. To Accept and abide by all the provisions of Section 175-I through 175-59 inclusive of the ordinances of
the Town of Agawam and of all other pertinent ordinance or regulations that may be adopted in the future.
1. To operate and maintain any storm drain and detention facilities,as may be required as a condition of the
storm drainage permit in an efficient manner at all times,and at no expense to the Town.
4 To cooperate at all times with the Superintendent of Public Works and his representatives in their
inspection of storm drains,and any maintenance thereof:
. To notify the Superintendent of Public Works immediately in the event of any accident negligence,or other
occurrence that occasions discharge to the storm drain of any wastes or process waters not covered by this
permit or allowed by Section 175 of the Ordinance of the Town of Aga warn.
fa. To indemnify the Town from loss or darns a that may directly or indirectly be occasioned by the
installation of the storm drain and related facility or connection.
APPLICANT: DATE:, January '11. 2002
ar '
4es a rese, T en�tt:
ADDRESS. Worthymi Associat:esz In
est S-Qr n e d. MA 01289
CONDITIONS OF PERMIT:
APPLICATION APPROVED AND PERMIT GRANTED
PERMIT NO.__ DATE;
SIGNED
SUPERINTENDENT
}
RUNOFF CURVE NUMBER COMPUTATION Version 2.10
Project CALABRESE - WALNUT ST User: DLB Mate: 01-11--200
County t HAMPDEN State: MA Checked Date<.
Subtitle: PROPOSED CONDITIONS - ADDITIONAL FOUR PLE (2002)
Subarea : 4.60
Hydrologic Sail Croup
COVER DESCRIPTION A B C U
Acres (CN)
-------------------------------------------------------------------------------
FULLY DEVELOPED URBAN AREAS (Veg Estab.
Open space (Lawns,parks etc. )
Good condition, grass corer > 75% 0.61(39)
Impervious Area:
Paved parking lots, roofs, driveways 0 . 76 (96) -
OTHER AGRICULTURAL LANDS
Wood - grass combination poor 2.24(57) - -
good 0, 99(32) -
Total Area (by Hydrologic Soil Group) 4.6
SUBAREA. 4.60 TOTAL DRAINAGE AREA., 4.6 Acres WEIGHTED CURVE NUMBER: 6 *
----------_ ---------- -- .------------ ------------------------------------
Generated for use by GRAPHIC method
y A
TIME OF CONCENTRATION AND TRAVEL TIME Version 2. 10
Project CALABRESE - WALNUT ST. User: DLB Date: 1-11-2002
County HAMPDE State: MA- checked: Date.
Subtitle: PROPOSED CONDITIONS ADDITIONAL 'FOUR PLEX (2002)
---- -----,,. .. -------------------- .--...-_----- ---------------------------...r.--
Flow Type 2 year Length Slope Surface n Area Wp Velocity Time
rain (ft) (ft/ft) code (sg/f t) (ft) (ft/sec) (hr)
-------------------------------------------------------------------------------
Sheet 3 95 0.0' 4 F 4. 140
Sweet 42 0.038 A 0.008
Shallow Concent,d 65 0.029 P` 0.005
Shallow Concent'd 190 0.042 U 0.016
Time of Concentration = 0. 17
--- Sheet Flow Surface Codes ---
A Smooth Surface F Crass;, Dense --- Shallow Concentrated -
B Fallow (No Res. )' G Grass, Burmuda -- Surface Codes -
C Cultivated < 20 % Res H Woods Light P Paved
D Cultivated > 20 Res. I Woods, Dense U Unpaved
E Grass-Range, Short J Range, Natural
- Generated for use ;by GRAPHIC method
GRAPHICAL PEAK DISCHARGE METHOD Version 2.10
Project CALABRESE - WALNUT ST.. User: DLB Date. 01-11-2002
County HAMPDEN State: MA Checked.; Date:
Subtitle PROPOSED CONDITIONS' - ADDITIONAL FOUR PLEA€ (2002)
Data: Drainage Area: 4. 6 Acres
Runoff Curve Number 5 *
Time of Concentration. 0. 17 * 'Hours
Rainfall Type III
Pond and swamp Area
Storm Number 11 1 2 3 4 11 5 a 6 r 7
-------..-..,-, --------,--`------.I-- -- ------ -------� --.--- ------�------
Frequency (yrs) 1 2N 5 10 25 1 50 1Q0
4-Hr Rainfall -in) 2.5 3 ; 4 4.6 5.3 6 6.5 i
Ia/P Ratio i 0. 63 i 0, 5 i0.39 0.34 0.30i .
Used i 0.50 0.50 i '0. 39 0.34 0.30 ; 0.26 0.24
Runoff (in) ; 0. 10 0. 2 0.57' ; 0 . 84 1. 20 i . 60 1. 90
Unit Peak Discharge 110.397 10.397 10. 636 10.738 10.807 10.827 10.839 w
E (cfsacre/in)
1 Pond and Swamp Factor! 0.75 0. 75 i 0.75 1 0 .75 a 0. 75 0.75 N 0.75
3.0 Ponds Used N i f i s I
------_----- - ..,,.------� ------ ------ ------ ------� --- --i-- -- � ------
Peak Discharge (cfs) 0 0 1 , 2 3 5 �
- Value(s) provided from: TR-55 system routines
O
1 h1,f1A-)
a...f A 1
TO AND rAPPROVM
M
I IAI 044CC ru
FPO
r
: ,
..' SKETCH OF FLOW ROUTE POH'IDING
CALABRESE WALNUT STREET
rr
a x{
5 �
s
i
`;fie\l�Z 42 xKT 1
Y
-.. • p s ,.
• .
e i••y♦iai tllaae w: r.• • . r a•
�j p o✓r l,� -^� /'� /� ,+ J .i a:.rs r+'e�• • r . ems." a •ti`r r°a r s
/ ee+ero+ a •. . . . re`rri r. ..:
J +� l../ `� �� iTG..G: - rtl.ra�aAd.� r °.°f • • ':.• w• +.:
ICJ d' � �E ,� ; .-• ,�►`
aoIC./7.f/ .6/'^" W �j isr4i air �/�J
l/✓ r i /[-�� tj 'C�l �, !/l.L >'i_--(y!`r +C..0 •a .r•r. a..
1 r O .R r a
•
q`
£L C apt t ,
... _. CdOt�py .: : a r. ear a. •,-.. .:. � '..i
,� /ate l - `��.. •- ;
y
C..L Cy ! G7 �
r � � ✓
I /►
� /�'r�icJ/r�lU ®,�"sF�rr�f"C'o�/�12/✓`',�G�"'U/2[�� � ���' ,� � Jp
d/m
V:
r G L ,,
Y
�(^� �: �' � Fes. �+ a••
a •
•, UoNua�l�.c+ f�- [vo�t"R �'t 3 L t 7/G GNA /"
�1Cr - fv-�tz r'^- \t;. � •. .:- aE �mLfI01�,✓':. �.
� .r�r--�. � �`' •�
� / �►� fly d �
,�''GC57`",C3�"
�`,. � ,,gyp $; � .. ..: . . � •. - -
All
Ali 'bo
J tl Ate'
.. ,c pnr
ST
14� s0 t/ �lU 0 C�
Iwl�� �b �',a� �f c ..fir"�.V ,�i6C�5
�
eo
J- o . STANDARD DETAIL
lTAMOA/1D oL�71lrE
a o /Zre2 ® 7'N�C'1�1� �._ d� D/Zf
TRENCH sacrzoe�
r � � �
BUILDING SEWER
o,
Efl RIP.
Z 4 \ C O(J
Q A r'rir�' s �SCd/�lr.Q v,u FJZd�sr C°� 7/Zo -.. _-�.
_ rrrrrr! oMA6 E.
IJ.tJr/LG r�'GG CrJ4/Z1G
zv/rGL /
{� ® couraeTsa uwawvLaxr
3 �
I 14 Q . _
y Prr PLO G C®
I? V r C!
b
�f (�fJ�/' aAOKf ILL AB APPRp YI♦::p S
,,� , Pr® IlYnreMes rr.trw
fyy
ltj
_. LONG: Ml ti'XL aA:Cet 1,
lot, Wye
F.
, . i
sLaP /
.�. r � E l
s l,�r � a►Me«
a
t P rr'
C
I 0`ul rti �; �
qq
k � E
` o
l
PLAN �wC�t
i
t
c � r ;nor
r 4
'.. : /
1
t � \ al
� If.-. ! i. •E b O I;M p:
;Q q
pp . n
p J ..� \{� iYEaT. rllArE
rs.. Yy
! b
LOaAT,aM rTRI[e PauMbATtor
t1� {� -db 1� att aTAwouMa
FACING. �G
L ,..., .
1. ACC SCORE LINES 5-0 S Y V ` q �] y
\ ;:. .y. :. ":J - 1 Cl � � �y z ,. P:O* PAY e
4
a
AA T �" cf''; P
T' WITr! POURED CEMENT �` rra ,$ owr cwEe
MAY SU9STi JTEC G(r � i L
GRANITE CURE BE � U t �G •{ , ! PaOT'
is
s ., V c APPROVED 4" -ARE SUB
MITTED i•0 AND t� � �
DESIGNS S410ettr, _
CC,'�CR..T€ WN_.RE CE � tIY r� �� � .4s, game ENC. �P_ � .... H SE�T10
9 e NOTES:
BY DPW. � � :l'
C Gt� GC
- _ rra rAe■ stE..rR
e rrr arlL®IR! irrrBt
THE IMT'.l J I ALLA T101•
oil
PVC r"M.••• CHAR
1.. 4 ik ILR Part. aMA-:..
� 0 � 11 1 c>p 6L CaMPORr T
�' n �J ® TkE MEpY„M
Gr E,.E'wr
I ff P
� %' I r+� tvi '' OP A
WHEEL ChA,R RAMP` � v
,�,pp * lTiB rTA Ma AM6 a-f aTT
N.T.S.
3a (b
/rsGr i� 9 y :_rle+r E.nsn, wr w►
SECTION dKrILL et a,.-:COUGHED eTOMt.
t `•��' THE EMrEaYtNT aKAL L rt wRA:PP 3
�/�,• / 1 .:.. Td CO C. �. :Xaw_.worlM as
eIr ew-A-
/ f�� ./sT(,r /�•r( I `. f. s IXTiL! Ai�R A
_ �} � I +•� 1 � � ( MEO�fI. ►PworElb trr vKtr
E BI 4 e X E h:
• Gd -�': V 8 t z r T
r 0, 0 I} s'utirsK® rawetti SMALL ee a r A. t 011
d t�f / f
3 l � !
� / EM'IMltls;
A! rtIP11iOTlr rT 1'Nt
1. Y. ®': E HAND OR V...
CA
L rA
r t ssr,
s _ 4 �" aP eetr�®IM. r wt N
b(� oaATrore aR N`vNr o
m 1 t
7
o cb�r►A T _
/'� /� /��'`/d�`?'1JC,r���G✓,�L'.r✓L'' �+Ci,,� 1' __ 0 s ra Be ►ateRrjr®r ,• swi PeEttr r' tXi a TkE attbbeea
, I `" •� M®ttllEll t kAVMCMtMi
ell /G
j �
_ �••c3 .y'`.S' �GGr�.G.r�r.-�'/ �� 2 p,�r,� : __- ..� Q � _
,.d ��' A� � �r1'.t-Y:J�j~-a►.�. is 1 l� ,,., .. _. . , , . ,,,
�'G,f i/1.eG'PC.�G
ZZ
MAY firmlys 91-ma JAN
Iola�., ...
RAW-4000:AR META. MUM 1
,-
e oarvm TAP!AL#a Ifl>D GWOtdD ll virA �013,5/'l Ur�� Wl?eL
ix ~ SILT (FENCE DETAIL
GEO'[FXTILE PsEtABRI'CATIT SLDIliL1aT
... fS::ER7ABue FP11C[-.:FJ�vIL6PEBCE iMIRAFi), //T �!Je l�Q(�(1�� ..
PaOTER SILT STOP (ANO 6). :.
IB i ■1 YOob:oa EGOaormn (TG.BATTS). -
aAus sTEE�.Costs as APPIIOVEB EQUAL.
TOGETHER 3f"�:• ! I (LO, O,C. xu.)
,i.... /YY ,�{C/ '� r/� / �g s-.•r-+Yr__././.:� c /lG/ y t� • ..._^:.. '` r� /Y J �•"�.�•' I.
IP Dol aow +aA r �... 6AC1C7ILL v / (O v ✓/i..i / �+diU, lx+�/� :; 6/ .. i�/� .J 4�<.J 6.r
JUTrC TO E
e
srAccEuo
.ta
rt ,ter .
l�
,, .� .� ,•�Ir-/d ,�,
,TVD$AEES ., J v- 'U7 �Ci'/ / Cam`
tACB BALE 1.r, M xaT[vE sOlt.
y .... �•
�
C r
. �Y�4 .0 'IF
1 /�/ '/ ,/� A / < , / J' ..S ..�.,�
:1 : NOSE Au7 BALES TO St 3TN:EL:AEkIxDyi�C,;�.
SILT FPJICE:loF ".ARyCfRED SILT rraCE .. �� ," ;.. 1, /`/" /Y l�C//y,/°i! ✓��T�
r L 1117Me- A i C/Jf� r r�'L _J J� dGG/iCi' t y
PLAII
A ,1r` LEMY
RICHARO r++
/�✓� � �rL�/t/� �J•C�''� , i�./�✓�'J �r"��C��..� �•�Z � CLINK
� t� �, .. - �� DATE: SCALE: /'��•�J?+d'
r C1 l No 29�39 r G� ./�� CHECKED: �'•, 5
. ds �,.., #`' �/ll�' �4'y.D2A�c✓7'' ��9J,t�' �.SS,�,/t�G`'�•.�`r�C CJ/.�"C.,C' /8 ��r, G� ♦rJ r�` `�
` ,r Jp�CI �,p,E4 �A,e4 '`�`D'Z•/99g PLAN NO. SHEET NO.
,I
Z BSlsrncy
c®ot•m a a• IRm cmwm W • / ' �y/-Z- rIP�?/••r''"//-�DOZ- ,
,�✓, zsz� .SURVEYORS
a
DeLs EAN INC.
CIO
40 SCHOOL STREET ENGINEERS
w
WESTFIELD, IMASSACHUSETTS
f vPOP A-
... .: a ..
id ... ... yry ,�pyy� //,�r��y .:. .. : •.r !8 a i • •!e • • e.:i e e a r O
� ��,:. /-'../T Nf► / i i`.Te°sr.°s eir`ema r`e !°..i :. ,. 1,:
:;;.. a e��meees�b°e sa. r! a`a�a r m r a°s •�a°e is•iex.
:a i.
y �. .u� *.. •.•
�... a.. - •.e.: •.. .... ,.::::rt.::
�` •.
.. ::: .,..
/� !/iQG(/C6fl'�r✓ � � d '.�/DrU Gl�/GG ��' C.r^---- , � o m �»,��F - .t ,.; : � '
a:
v
�5 04,V !:/,�lG645 ale.:Z.CCSri¢' JcJ ..4'.'cGcl
_
.. '_
�F�
d � c ���'
l � , �N
r
cc
0 2�i
,ter"'w{e'LJ 4++ ;
e'�.c�r,-�'�r` fir �`
I
w
� 1\\V`l a m
�Jelo2 Td
r
7i!5
701
C/ fo
CIO
S 7- J' i✓ _
� � .. G'GrsmG�$� �iGO/7 ,'./.GJ : ,���•'J /�I�-+�'L'� -4
Cu rrcfrT ,'leI*
y o r �" C �/ r/&2e'
rk1 � y
TA y ,7 yam'
I - c
N - wz
eo
a 1 0 v_a t_o w o`f . C o:u� : , �., �'►
♦ -c � f'2 r 02 T"v TN r op .
T sxw
O MI_CsTAF0/ RD DETAIL
d 1Gobd0 BUlrDINQF EWER PVC SEWER P
a rl`/t7✓
,.
3 0 VfP
>, •
2.1 Q L3 S S ACG .vSTi GG�� Ai gl,07 g
rsns y aNAOE'
v �?
LL CV
u��cL
\ COYP.AC•riCC R7[AltttIlLAR' _ .. : ..
ro
J. rrl E6Y®'
[A O IC:R D
• !✓ f
�` '� d L rr! rrltrFMa [I.RA o
E
c�C D ` t
r
1w ITI
t, as Some _
d0 j
sLCP �
: • :
elG M' _ w.
CJ � SPRING
v
T, 1 � �t
s
i o r"
.yam-C.L Y: .....
J •
C U rs
C
L�
y
� ppit
a .
r t l�
'S7 •
/ 3
• l _ll MA s
00
ram`
PL
uR
s :
D ` n
e
`�9 s
OTT x
/ fi
1
1
s as
I D� / r
1
1 7 / t:t
s
V O FJSf t)Oik a .
trtta
Y
S LU C e
r,, � °' I � oTt' �s o,eoszwEn i r
j/ �' AAII!O � :■II1/7. ® THE tt .:..•
y
}rI � C M
4Z7 OT:O If[:
s
r } w y 4
4„
w t� 1
r" Y
f LOCATION •4A ■ POUNCArsom
'
0
t 1 ,
sun 4TAMCARIN_
R IL 14C.1./.. _.
� . i I
iN � R s T
w ® s o Inc c. �1 � L�MR
t. ADO scolz� u, E;S � (�
T
it
sa
La
ne [w[R r
1i413'_ POURED CEMENT � Rf ►oat.
'!]1' rl fill Gf/" 1 J TED (1� .�G
WAY BE,SUBS -) � 1'
R8 I ,I1�';DIJ EE !
2 GRANITE C4 r 1
[y� 2 1 � ro_
I i f R p /
I fal
TR
ENCH I`, ro-a>�c ,�a RcvED I crtY EN�I rt tC , 0 r C
c= s _ v � SE Deg CTl
cs3� wH� � ON!
cc:v `l
d � ow (I
ff C �° .® rTst
NC7TE5.:
6Y DPW
.
1 r
�
GV � _ SOWN"
/EGG. ,'; sr MAIN
ME) Cep' �; _ � � 1 _
a
.. .. �' ilsrele' ,... T74
� rt'wtR rep. -
r I E ■MALL eoMsvRil T
t . � o sl! MEosllsa[rElet'
,. a �r 1 !
G,l:.. iTY T
WH��L `CHA,R RAMP � 14 � Yg � f
N.7.5 E: I: � lviltt
0 � z TrIE strliEtsnllKr'
Taltwlwt *HALL
( E Ti'OiV !sx srs, esw
owt
S� �.: �f17.� \ 1 ,/ JJV. ! I�we•ee .m - THE:rules Yl41T iMwL1 li xwwrr6st 1 11
.nll_WOVSK a T
1 � 1 �, EO RX'TILJr Al ArrtAv .
I ` . � � � 4 �{QT�it !o aT Tlltr lstalx>E
l I , ' ► l r .... R,
no !MALL !! V HA. ■x*1P1r
I cn r t^{ J r
� AS 01M<p4li !v TMR RMItN■RR..
SS77 \\
I. lf[t? HAND OR Y11 C:FIAMItA a
Q �o
t4M!
G t 1 T rs
�.f �f y' C O Yr/U -: �/T p �tfJ ACT T:..
f8 of !■TE■ItIRln. a HAUNCHIMti
-�-
, ' r/ 4 -- / �irely
C 'sT'
t
.,. ,
/ ,r
� 9
7 Y t �'' Vlot
t c i l >
a . .,..
14
i r4/E 7"�E' �Gr' r4'r�LG,�E" J%,�r�4,/•�- �l5 1 � �_.
I
_
Y
P.
�
r
llozl)
d p n
Ar
Z d o01073
✓ai/ .-. m00%<�r
--r-/r'v � � `� ��r:-.d.�. ' rS.,s.�C' c��•s�' .ems
/re .._ r
a ,.
U
r v t
�p
.-` .. .S�l �1�,cJi�dG�' L' Z-�f
LEROY DATE: SCALE: '
• ,e/vim z, C1 5 1
Ct
i i� /,cJ � rs�� 5 � AH�IK R
f e /'' 1�
N0,29 CHECKED: s
rir�r.r—'1 lv,�c � � ,
O 4 �ez-1W PLAN NO. SHEET NO.
' � � =' .�L(/,/�/�/�L`'Ll(jifJ .,yUS ,C�l/�'rC.'/./.�' t��5rty'-G��,"'�'GG � '7jrf.'�fG'I �QtE' 4�c' � l�./'Z•-OSr/�,�Q ,�
I
Z 3 f-� f D �,�P/1o�o - /Z r�r c SURVEYORS.
.. a � _•'
:5co
: ... ■
40 SCHOOL STREET
. ENGINEERS
WESTFIELD, MASSACHUSETTS`
r y
4eerg'
x
y
PRESSURE SEWERBLOCKING DETAM
_ a
A
a _
i N.:V E L T_ L. -:. ..
,
TEES, INCLUDING PRESSURE HC-S
U,�6 X303a ywkol
a,
L.
.A
.' #° Uv
5 "'j�2 ,,dam'
a '
` "' �► '" l c;y6
V. 12LW
SECTION A:-A
IFTIN CABLE
. G
ELAN _ 6
MAXMAx
Art 90" HORIZONTAL BEND GALVANl E� -�--:l �� ARC f T� , �� ,�"" �✓ /} y -�
THREADED � 20 .� vC �1v1✓�
3 ,k lvY — 90' ELBOW � � DISCHARGE
t
' 4�'
GALVANIZED
VERTI A€ CAST IRON
fi • PIPE NIPPLES
t'HE'CK VALUE
rs "MkllAlMA'sG + ` a'u. L L7'11�
3
' �-- �r d 36
fit
26 !
I f ��. ,�2 �•� �'�� '� " °'
PLAN SECTION A-A tax.
��,� � "S I "
a 1Yftl ;rASE'PLATE
PI ICE SIZE E G ` � � � • - �� � 3 �� �,� �'�l`�r''
!, DO NOT ENCASE i(NNTS. s�
2. CARRYALL F3EARlt1Cs S TD•UNC7f5- sib" €5' 3" 7" 7"
TkaRE)ER R OR FIRM SUBGRADE,
aw, ,iw Af
' . -
LMY SHrUTE
ai p #3361DATE SCALE
�4k- su CHECK
PLAN NO SHEET NO
U . L . BEAN, INC. SURVEYORS &
40 SCHOOL 'STREET ENGINEERS
WESTFIELD, M SSACHU ETTS
LITHO IN USA NE t3LUEFs••RINT 087233