8086_DEFINITIVE PLAN- RIVERS EDGE ESTATES-BARNEY ST.-LANGONE LanooTve.,
AGAWAM PLANNING BOARD
DEFINITIVE SUBDIVISION DATA FORM
Name of Development Ri ver' s Edge Estates File No. 8086
Developer or Owner Richard Langone
Address: 61 Dark Drive, Agawam, MA Phone No.
Date of Submission of Definitive Plan 01/31/00 +90 days
+Extension +Extension +Extension
Public Hearing Date 1/17/00 Statement of Ownership Received 01/31/00
Advertising Dates 02/03/00 & 02/17/00
Board of Health Reply 01/31/00 Town Engineer's Reply _ 2/17/on_
05/18/00
Date of (Approval) (Approval as Amended) (Rejected)
Appeal Period Up Appeal Taken (Yes) (No)
Covenant Received All Easements Received
Other Requirements
Town Council Reviewed Comments
Section #
Bond Posted - Amount $ Date
Signatures -- Planning Board
-- Town Clerk
Release of Covenant
Date of Expiration of Bond
Partial Release - Amount $ Date
Partial Release - Amount $ Date
Final Report of Town Engineer
Final Disposition of Bond
Released Amount $ Date
Damages to Town - Amount $ Date
02 f'4'I _B l,1 �
� 21
- PLANNING. BOARD
T0: TOWN TREASURER -. RATE: 11-7-0 2 .
SUBJECT: RELEASE OF PERFORMANCE BOND FILE N0. 8086
At an officially called and posted meeting held on • 11-7702 the Planning
Board voted to release S IN FULL of the monies held- by.the Town to cover
performance of work by developer otherwise known as
Vi.ncon, Inc. for project River' s Edge Estates This amount is
released for work accepted by the Agawam Planning Board.
-
HOLDING: $112 , 000 RELEASE I F LL
�VC-)ev
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PLANN BOARD CHAIRMAN \
0 0
TOWN OF AGAWAM
MEMORANDUM
To: Planning Board
CC: John P. Stone, DPW Supt. /File
From: Engineering
Date: October 8, 2002
Subject: Bond Release -River's Edge Estates - Barney Street
A final walk-through of the subject site by Engineering on Tuesday, 10/8/02 indicates that all outstanding
work has been completed. We recommend a full release of bond on River's Edge Estates and have no
further comment at this time.
If you have any questions, please do not hesitate to contact us.
Sincerely,
Rick S. Seidnitzer es T. Daley, P.E.
Civil Engineer I Town Engineer
Tit:
HAsubdivlriversedge_08.wpd
i
D. L. BEAN, INC. LAND CONSULTANTS
413-562-7566
Forty School Street Fax #413-562-2091 SURVEYORS
Westfield, Mass. 01085 ENGINEERS
September 18, 2002
Agawam Engineering Department
35 Main Street
Agawam, MA 01001
attn-. James Daley, Town Engineer
RE: "Rivers Edge Estates" -Vincent Connor
Dear Jim:
This is to certify that all the concrete monuments and iron pipes designated to be
set on the above referenced subdivision plan have been set by us,with no exceptions.
Sincerely,
D. L. Bean, In
David L. Bean, President
cc: Planning Department
Vincent Connor
DLB/ssc
4'
SEP 1 8I
TOWN OF AGAWAM
0
a. s.
MEMORANDUM
To: Planning Board
CC: John P. Stone, DPW Supt. /File
From: Engineering
Date: October 3, 2002
Subject: Revised Street Acceptance Plan - Barney Street
Per your request of October 3, 2002 we have reviewed the revised Street Acceptance Plan for Barney
Street and note the following:
As per a discussion on Thursday October 3, 2002 with Tom Avery of D.L.Bean, Inc., D.L.Bean will re-
submit a corrected and final Barney Street Acceptance Plan prior to the Planning Boards' meeting on
Thursday October 3, 2002.
If you have any questions, please do not hesitate to contact us.
Sincerely,
(PAJ ),JI47
Rick S. Seidnitzer hJamensT2.�D_
aley, P.E.
Civil Engineer I own Engineer
H Asubdivlriversedge_07.wpd
•
TOWN OF AGAWAM
MEMORANDUM
y
� 1
To: Planning Board
CC: John P. Stone, DPW Supt. /File
From: Engineering
Date: October 3, 2002
Subject: Bond Release -River's Edge Estates -Barney Street
Per your request of September 17, 2002 the following is our recommendation for the full release of bond
on River's Edge Estates (Barney Street):
A final inspection of the subject site and complete review of the corresponding files indicate that all
proposed work that has been constructed, is satisfactory, and has been built according to the Town of
Agawam's constructions standards. As per a discussion on Thursday October 3, 2002 with the developer
of River's Edge Estates, Vincent Conner, the following items remain to be completed;
1. Install all bituminous concrete berm returns into the existing driveways.
2. Pickup and remove sidewalk form boards near the on-site detention pond.
3. Expose the outlet pipe and uncover the outlet structure in the on-site detention pond.
Upon confirmation of completion of these items, we recommend a full release of bond on River's Edge
Estates.
If you have any questions, please do not hesitate to contact us.
Sincerely,
'PJ I )ILJAf t___
Rick S. Scidnifzer Aames T. Daley, P.E.
Civil Engineer I Town Engineer
H Asubdivlriversedp_06.wpd
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Town .of Agawam
36 NNf ahi ,fitm et Agawam, Massachusetts 01001-1837
RrEa �
Tel. 413-786-0400 Fax 413-786-9927
o c_
-r
October 7, 2002
Vincent Connor
73 Zachary Lane
Agawam, MA 01001
Dear Mr. Connor:
At its duly called meeting held on October 3,2002,the Agawam Planning Board voted not to release
the bond for the River's Edge Estates subdivision. Attached please find a memo from the
Engineering Department, dated October 3, which outlines the remaining items which must be
completed before the bond can be released. The Planning Board will be happy to entertain this
request again when all items are completed.
If you have any questions, please contact the Planning Office at 786-0400, extension 283.
Sincerely,
Dennis B. Hopkins, Chairman
Agawam Planning Board
cc: Clerk
Engineering
File
A
TOWN OF AGAWAM a
MEMORANDUM
1
To: Planning Board
CC: John P. Stone,DPW Supt. 1 File
From: Engineering
Date: October 3, 2002
Subject: Bond Release-River's Edge Estates - Barney Street
Per your request of September 17, 2002 the following is our recommendation for the full release of bond
on River's Edge Estates (Barney Street):
A final inspection of the subject site and complete review of the corresponding files indicate that all
proposed work that has been constructed, is satisfactory, and has been built according to the Town of
Agawam's constructions standards. As per a discussion on Thursday October 3, 2002 with the developer
of River's Edge Estates, Vincent Conner, the following items remain to be completed;
I. Install all bituminous concrete berm returns into the existing driveways.
2. Pickup and remove sidewalk form boards near the on-site detention pond.
3. Expose the outlet pipe and uncover the outlet structure in the on-site detention pond.
Upon confirmation of completion of these items, we recommend a full release of bond on River's Edge
Estates.
If you have any questions, please do not hesitate to contact us.
Sincerely,
et--'-
Rick S. Seidni er ames T. Daley,P.E.
Civil Engineer I Town Engineer
HAsubdivlriversedge 06.wpd
MEMO
TO: Engineering Department
FROM: Planning Board
DATE: October 2, 2002
SUBJECT: Street Acceptance Plan - Barney Street
Attached for your review and comment is a blue-line print of the Barney Street - Street
Acceptance Plan.
DSD:pre
D. L. BEAN, INC. •
Land Consultants Emvvmew V �2&m&DVVLZIL
Forty School Street
WESTFIELD, MASSACHUSETTS 01085
DATE JOB NO.
(413) 562-7566 October 1, 2002
FAX (413) 562-2091 ATTENTION
Rick
TO RE:
down of Agawam Planning Department BarneyStreet — Agawam
36 Main Street
Agawam, MA 01001
WE ARE SENDING YOU IIM Attached ❑ Under separate cover via the following items:
❑ Shop drawings IN Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
2 10-01-02 1 Blue Line Prints Street "Acceptance Plan" — Barney Street
THESE ARE TRANSMITTED as checked below:
N For approval ❑ Approved as submitted ❑ Resubmit copies for approval
X For your use ❑ Approved as noted ❑ Submit copies for distribution
X As requested ❑ Returned for corrections ❑ Return corrected prints
X For review and comment ❑
❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
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to
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1.
S i n q/4e I y
COPY TO Vincon, Inc.
SIGNED: liw_yil)�
If enclosures are not as noted,kindly notify us at once. Ma . Shute, Sr. V. President
MEMO
TO: Engineering Department
FROM: Planning Board
DATE: October 3, 2002
SUBJECT: Revised Street Acceptance Plan - Barney Street
Please review the attached revised Street Acceptance Plan for Barney Street to be sure it is ready
for the Board's signatures this evening.
Thank you.
DSD:pre
• � •
MEMO
TO: Engineering Department
FROM: Planning Board
DATE: September 17, 2002
SUBJECT: Bond Release - River's Edge Estates - Barney Street
Mr. Connor has requested a full release of bond on River's Edge Estates (Barney Street). Please
provide the Board with your recommendation prior to their October 3, 2002 meeting.
Thank you.
DSD:pre
Vincent Connor
73 Zachary Lane
Agawam, MA 0 100 1
September 17, 2002
Agawam Planning Board
36 Main Street
Agawam, MA 01001
Dear Board Members:
1 hereby request a full release of bond on River's Edge Estates (Barney Street).
Sincerely,
U ea-�
Vincent Connor
TOWN OF AGAWAM
MEMORANDU
1 SEP 0 7 20M 'F P°��0
PLAN Ni WAN
To: John R Stone, Supt. DPW
CC: Vincent Conner, Developer / Norman Pelley, Site Contractor / Planning / RSS / File
From: Engineering
Date: September 5, 2001
Subject: River's Edge Estates - Barney Street - Bituminous Concrete
Wednesday, 9/5/01, the site contractor, Norman Pelley asked to install the base coat of bituminous
concrete on Thursday, 916/01 at Rivers' Edge Estates. Allied Testing was immediately called to
schedule compaction tests (at 8:00 AM Thursday) for the dense graded crushed stone in the roadway.
At that time Allied informed us that the compaction test results would not be available before any
bituminous concrete is placed. Also, the sanitary sewer main has only been in the ground 60 days.
The Town specifications call for a mandrel to be pulled through the sanitary sewer main after a period
of 90 days to check for deflection. Because of this, the developer will be responsible for any cost
increase connected "with ultimate failure of deflection. The site contractor and developer have been
informed of these two items and understand that the backfill and base coat of bit. conc. will have been
installed at the risk of the Developer. A copy of this memo will be handed to Mr. Conner Thursday
(916101).
Sincerely,
es T. Daley, P.E.
Town Engineer
S Asubdivlriversedge_o4,wpd
/44z Town of Agawam
36 Main Street Agawam, Massachusetts 01661-1837
Tel, 4..3-786-0400 Fax: 413-786-9921
PLANNING BOARD
July 20, 2001
Mr. Vincent Connor
73 Zachary Lane
Agawam, MA 01001
Dear Mr. Connor:
At its duly called meeting held on July 19, 2001, the Agawam Planning Board agreed to allow
the planting of 4'-5', 6' on center, arborvitae along the southern 15'buffer in the Barney Street
subdivision to replace the approved planting.
The Planning Board also allowed the elimination of the plants along the easterly 10'buffer on
Lot No. 1, also in this subdivision.
If you have any questions, you may call this office at 786-0400, extension 283.
Sincerely,
oj_a�� 5e COL'L���
Charles R. Calabrese, Chairman
AGAWAM PLANNING BOARD
DSD jsg
cc: Building Department
Department of Public Works
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PERFORMANCE AGREEMENT
RIVERS EDGE ESTATES
LOTS 1 -6 INCLUSIVE
THIS AGREEMENT made by and between VINCON,INC.,a corporation,Vincent Connor its
President and Treasurer and Vincent Connor,an individual, hereinafter called the DEVELOPER,having a
usual place of business at 73 Zachary Lane,Agawam,Massachusetts and the Town of Agawam,
Massachusetts,a municipal corporation having a usual place of business at 36 Main Street,Agawam,
Massachusetts 01001,acting through its Planning Board,hereinafter called the TOWN;witnesseth:
WHEREAS,the DEVELOPER desires to carry out the development of lots I thru 6 inclusive as
shown on a set of definitive plans recorded in the Hampden County Registry of Deeds as indicated below:
RIVERS EDGE ESTATES
"DEFINITIVE"SUBDIVISION OF PROPERTY
AGAWAM,MASSACHUSETTS
FOR:RICHARD LANGONE,61 MARK DRIVE,AGAWAM,MASS.
PREPARED BY D.L.BEAN,INC.
DATE:]AN.28,2000,REVISED 5-15-2000
SCALE 1"=40'
HCRD BOOK PAGE
AND WHEREAS,on May 18,2000 the PLANNING BOARD of the TOWN endorsed plans entitled:
RIVERS EDGE ESTATES
"DEFINITIVE"SUBDIVISION OF PROPERTY FOR:
RICHARD LANGONE
PREPARED BY D.L.BEAN,INC.
DATE:]AN. 28,2000,REVISED 5-15-2000
SCALE l"=40'
NOW,THEREFORE,in consideration of the approval of the definitive Plans by said TOWN,
providing for the construction of ways,clearing,grading and installation of municipal services to the above
mentioned lots;the DEVELOPER hereby agrees to perform the required improvements in accordance with the
"Rules and Regulations of the Planning Board as it Refers to Subdivision Control",as amended,and to
construct the following items of work in a manner satisfactory to the TOWN:
CONSTRUCTION STANDARDS AND REQUIRED IMPROVEMENTS: Section V of"Rules and
Regulations of the Planning Board as it Refers to Subdivision Control",amended March 7, 1974,is hereby
supplemented by the following descriptions,modifications, additions and deletions. These Construction
Standards and Required Improvements shall prevail over those published in Section V and the Definitive Plans
only where there is a discrepancy,and where the Town Engineer determines that these Construction Standards
are more stringent.
Wherever the term"Massachusetts Standard Specifications" is used it shall refer to"The Commonwealth of
Massachusetts Department of Public Works Standard Specification for Highways and Bridges", 1973 ed.,
including the latest Supplemental Specifications. The term"Town Engineer"shall mean the Agawam Town
Engineer,acting directly or through an authorized representative,such representative acting within the scope
of the particular duties entrusted to him.
The DEVELOPER shall notify the TOWN through its Department of Public Works in writing at least
forty-eight(48)hours in advance of the time when he plans to begin work on any of the improvements required
by this Agreement. Failure on the part of the DEVELOPER to provide such notification shall be cause for the
TOWN to require the DEVELOPER to excavate and reconstruct the improvements as necessary in order to
insure that the work has been done in a satisfactory manner.
A. Street and Roadway. The entire area within the street layout shall be cleared of all stumps,
brush, roots, boulders, debris and all trees not intended for preservation. All loam, clay,
peat and other unsuitable material encountered within the layout shall be excavated and
replaced with granular material conforming to Massachusetts Standard Specifications
M1.01.0 to a depth of 4 feet below the subgrade.
Install subdrains where the seasonal high groundwater elevation is within 4 feet of the
proposed roadway surface. Subdrain sizes and locations shall be subject to the approval of
the Town Engineer and shall be installed wherever necessary in the opinion of the Town
Engineer. Subdrains shall conform to Massachusetts Construction Standards 209.1.1. All
rock encountered within the street layout shall be excavated and replaced with granular
material conforming to Massachusetts Standard Specifications M1.01.0 to such a depth of 4
feet below the subgrade.
Before placing any subbase or base materials,the entire subgrade area shall be fine graded
and compacted to not less than 90 percent of maximum dry density as determined by
AASTHO Test Designation T99 Compaction Test Method C. Special Borrow for subbase
shall conform to Massachusetts Standard Specifications M2.01.1. Subbase and base
courses shall be fine graded and compacted to not less than 95 percent of maximum dry
density in accordance with Section 401 and Section 405 of the Massachusetts Standard
Specifications. The DEVELOPER shall be responsible for reimbursing the TOWN for the
cost of all soils testing.
The roadway surface shall be Class I Bituminous Concrete Type 1-1 applied in Two (2)
courses in accordance with Section 460 of the Massachusetts Standard Specifications. The
top course shall not be applied until one (1)winter season has passed since the completion
of all underground work within the subgrade area. Only the roadway designs or alternatives
shown on the Defintive Plans shall be constrcuted.
Bituminous concrete curb conforming to Massachusetts Construction Standard 106.2.0,
Type 2 shall be installed on both sides of the roadway. Granite curbing shall be installed
along the arc of the curve at intersections. Type SA edging shall be used on Places and
Lanes, and Type VA vertical curb shall be used on Sub-Collectors and Collectors, unless
otherwise directed by the Town Engineer.
B. Sanitary Sewers: Submit an "Application for Permit for Extension of Sewerage System"to
the Superintendent of Public Works for his recommendation to the Director of the
Massachusetts Division of Water Pollution Control. After receipt of a Sewerage Extension
Permit, pay all fees and deposits, and apply for a connection to the public sewer.
Install asbestos-cement, PVC or approved equal sewer pipe and fittings conforming to
Massachusetts Standard Specifications M5.02.7, of the size, class and at the lines and
grades shown on the Definitive Plans. The minimum design flexure strength of
asbestos-cement sewer pipe shall be class 2400 for sizes 4 and 6 inch diameters and class
3300 for sizes 8 through 12 inch diameter. The minimum PVC sewer pipe class shall be
SDR 35, however, special bedding will be required. Building sewer connections shall be at
least 4 inch diameter laid at 118 inch per foot pitch minimum, and shall be separated from
the water services by at least 10 feet horizontally. Building sewer connections shall not be
made directly into manholes. Long sweep elbows shall be used for all bends 11 1/2 degrees
or greater. A cleanout shall be installed no further than 20 feet upstream of any 45 degree
or 90 degree bend. No foundation drains or roof leaders shall be connected to the sanitary
sewers.
Bedding shall conform to Subsection 230.61, and backfilling shall meet the requirements of
Subsections 120.60B, 150.60 and 150.64 of the Massachusetts Standard Specifications. A
special bedding of sand borrow conforming to M1.04.0 Type shall be well compacted
around all PVC sewer pipe a minimum distance of 1 foot. Where the bottom of the trench
is, in the opinion of the Town Engineer, found to be unstable, the DEVELOPER shall
excavate the unsuitable material to the width and depth ordered by the Town Engineer, and
shall replace all unsuitable materials, as directed,with a well compacted foundation
consisting of granular material conforming to M1.02.0 (maximum stone size of 2 inches) or
crushed stone conforming to M2.01.1 of the Massachusetts Standard Specifications. Where
rock is encountered it shall be removed to a depth of 1 foot below and from all sides of the
pipe or structure.
Precast concrete sewer manholes shall conform to Agawam Construction Standard 202A.1
and shall be installed in accordance with Section 201 of the Massachusetts Standard
Specifications. Pipe connections to manholes shall be made with a flexible rubber boot and
shall be cast in a 6 inch concrete collar. Inverts shall be brick conforming to Massachusetts
Stand Specifications M4.05.1. Preformed bituminous joint filler shall conform to M3.05.3
and cement concrete brick for adjusting frames and covers shall conform to M4.05.0 of the
Page 2
Massachusetts Standard Specifications. Type A frames and covers shall conform to
Massachusetts Construction Standards 202.6.0 and 202.8.0, and shall have the word
"SEWER" imprinted in 3 inch high letters on the cover.
The DEVELOPER shall furnish the labor and equipment, test plugs, gauges and
appurtenances necessary for air testing all sanitary sewer pipes. If leakage of air at 4 psi
exceeds 0.15 CFM per suqare foot in any section of pipe, as determined by the Town
Engineer, the DEVELOPER shall locate the leaks and repair them at his own expense. In
no event shall the total infiltration or exfiltration including manholes, exceed the equivalent
of 100 gallons per 24 hours per inch diameter per mile of sewer main, in any section of the
sewer system, as determined by the Town Engineer.
C. Drainage: If any storm drains are to be connected to the TOWN drainage system, the
DEVELOPER shall apply to the Superintendent of Public Works for a permit to conned to
the public storm drains, and pay all fees and deposits required.
Install reinforced concrete storm drain pipe conforming to Massachusetts Standard
Specifications M5.01.1, of the size, Gass and at the lines and grades shown on the
Definitive Plans. Storm drain connections to foundation drains and roof leaders shall be
installed as shown on the Definitive Plans, and shall be at least 4 inch diameter laid at 1/8
inch per foot minimum pitch. The minimum flexure strength of 4 and 6 inch diameter
asbestos cement pipe shall be class 2000 D. The minimum PVC pipe class for storm drain
connections shall be SDR 41, however, special bedding will be required.
Bedding shall conform to Subsection 230.61, and back-filling shall meet the requirements
of Subsections 120.608, 150.60 and 150.64 of the Massachusetts Standard Specifications.
A special bedding of sand borrow conforming to M1.04.0 Type b shall be well compacted
around all PVC drain pipe a minimum distance of 1 foot. Where the bottom of the trench is,
in the opinion of the Town Engineer, found to be unstable, the DEVELOPER shall excavate
the unsuitable material to the width and depth ordered by the Town Engineer, and shall
replace all unsuitable materials, as directed, with a well compacted foundation consisting of
granular material conforming to M1.02.0 (maximum stone size of 2 inches) or crushed stone
conforming to M2.01.1 of the Massachusetts Standard Specifications. Where rock is
encountered it shall be removed to a depth of 1 foot below and from all sides of the pipe or
structure.
Storm drain manholes and Type C (Slope) catch basins shall conform to Agawam
Construction Standards 202.2.1 and 201.3.1 respectively. Precast concrete catch basin
tops shall be as manufactured by New England Precast Concrete, Agawam, MA; Arrow
Concrete Products, Inc., Granby, CT; or approved equal. Cement concrete brick for inverts
and adjusting frames and covers shall conform to Massachusetts Standard Specifications
M4.05.0. Manhole frames and covers shall be Type A conforming to Massachusetts
Construction Standards 202.6.0 and 202.8.0 and shall have the word "DRAIN" imprinted in 3
inch high letters on the cover.
Class A cement concrete masonry and steel reinforcement work shall conform to Section
901 of the Massachusetts Standard Specifications. Headwalls shall be constructed to the
designs and dimensions indicated on the definitive Plans, and as directed to close
conformity with the lines and grades established by the Town Engineer. Headwalls shall be
built in accordance with Massachusetts Construction Standards 206.4.0 or 206.6.0.
Rip-rap, channel paving and stone for pipe ends shall consist of fumishing and installing
uniformly placed stonework at the lines and grades shown on the Definitive Plans, in
accordance with Section 258 and 983 of the Massachusetts Standard Specifications. Stone
shall conform to M2.02.3 with the exception that rounded nobbles meeting the weight
specifications may be used with the approval of the Town Engineer.
D. Water. Install 8-inch Class 52 cement lined ductile iron water mains, or larger as shown on
the Definitive Plans. Ductile iron pipe shall conform to Massachusetts Standard
Specifications M5.05.3, Class 52. Joints shall be bell and spigot elastomeric gasket rings
conforming to ANSI Specification A21.11. Standard laying lengths shall not exceed 20 feet.
Ductile iron pipe shall be polyethylene encased in accordance with ASTM Specification
A674.
Hydrants shall be Protectop Type S as manufactured by A.P. Smith Manufacturing Co.,
East Orange, NJ; or approved equal. Hydrants shall have a 5-inch main valve seat, a bury
length of 5.5 feet minimum, or as required for each individual installation, and shall be
furnished with two (2) 2 1/2 inch hose nozzles. One (1) additional 4 1/2 inch steamer
nozzle shall be furnished on the hydrant when deemed necessary by the Town Engineer. A
Page 3
hydrant tee and valve shall open left, counterclockwise. Gate valves shall be New York
Metropolitan Standard meeting the requirements of AWWA Specification C500, and shall
have mechanical joint ends. Valve boxes shall be 4 1/2 inch diameter and the cover shall
include the word "WATER" cast in the top.
Corporations shall be New England Standard and shall be Mueller H-15002, Ford F-600NE,
or approved equal. Curb stops shall be New England Standard and shall be Mueller
H-15212, Ford Z22-333 SW, or approved equal. Type K copper tubing for water services
shall be a minimum of 3/4 inch diameter.
Where rock is encountered it shall be removed to a depth of 1 foot below the bottom of the
pipe. Only granular material approved by the Town Engineer shall be used as backfill in
any trench excavation.
E. Sidewalks and Treebelts: The DEVELOPER shall construct sidewalks on both sides of the
roadway of such width as is shown on the Definitive Plans. The gravel subbase and base
courses shall consist of a 6 inch gravel subbase and 2 inch processed gravel base
conforming to Massachusetts Standard Specifications M1.03.0 Type b, and M1.03.1
respectively, and said courses shall be wider by 3 inches on both sides than the bituminous
surface. The bituminous concrete sidewalk surface shall be 2 inches thick laid in two (2)
courses 1 inch each, and shall conform to the applicable requirements of Section 701 of the
Massachusetts Standard specifications.
Treebelts shall be constructed on both sides of the roadway to the width indicated on the
Definitive Plans. Loam meeting the requirements of Massachusetts Standard Specifications
M1.05.0 shall be placed to a minimum compacted depth of 6 inches. The DEVELOPER
shall submit samples of the loam to the Town Engineer for analysis and determination of the
amount of lime and fertilizer required. The work shall conform to Section 760 of the
Massachusetts Standard Specifications, and the grass seed shall meet the requirements of
M6.03.0. A copy of the seed certificate shall be submitted to the Town Engineer. The
treebelts shall be watered, reworked, and reseeded as necessary to develop a satisfactory
stand of grass.
F. Utilities: Street lights shall be installed by the DEVELOPER at his expense and he shall be
responsible for the cost of lighting until the street is accepted by the TOWN. Street lights
shall be the type adopted by the Utility Committee of the Town Council. All underground
utilities and service connections shall be installed prior to the construction of the roadway
surface.
G. Inspection: The DEVELOPER shall notify the Department of Public Works of the TOWN at
least forty-eight(48) hours in advance of the time when he plans to begin or resume work
on any of the improvements required by this Agreement. The TOWN will charge the
DEVELOPER at the hourly rate established by the Department of PUblic Works for
inspecting the work. No work will be accepted by the TOWN which has not been inspected
on a daily basis during its progress. The presence of an inspector shall in no way relieves
the DEVELOPER from full responsibility for completing the required work and providing the
workmanship and materials specified.
H. Shade Trees: On each lot two (2)shade trees shall be planted within twenty (20) feet from
the street line and located so as not to conflict with underground utilities and sight
distances. At the descretion of the Tree Warden,the shade trees may be planted on the
treebelt within the street layout. Trees shall be 2 1/2 inches minimum in diameter, balled,
burlaped, native and hardy species as approved by the Planning Board, and shall be
planted subject to the direction of the Tree Warden. The DEVELOPER shall guarantee for
one (1)full year that the trees remain alive and healthy,
I. Cleadna and Grading. Clear and grade the site as shown on the Definitive Plans. All areas
not to be paved which are disturbed by the DEVELOPER shall be limed, fertilized, seeded,
mulched, watered, reworked and reseeded as necessary until a satisfactory stand of grass
takes hold to prevent erosion. Any worts performed on the banks of streams, drainage
ditches or swales shall receive priority. Mulching and seeding for erosion control shall
conform to Section 767 of the Massachusetts Standard Specifications. Seed for erosion
control shall meet the requirements of M6.03.1.
Page 4
Where indicated on the Definitive Plans or deemed necessary by the Town Engineer to
prevent erosion, haybales shall be placed. Hay bales shall meet the requirements of
M6.04.1 and shall weigh at least 50 pounds each. Hay bales shall be placed in uniform
rows and secured to at least two (2)2"x 2"x 36"stakes driven into the ground to prevent
overtuming, floatation, or displacement. Any deposited sediment that collects at the hay
bale structures shall be removed periodically as directed by the Town Engineer.
Lightweight paper netting shall be applied on slopes steeper than 3.1 and on seeded areas
shown on the Definitive Plans or as directed by the Town Engineer. The netting shall be
secured to the ground with 1"x 1"x 12"stakes spaced no more than 6 feet apart to prevent
it from blowing or washing away. The netting shall be removed when and as directed by the
Town Engineer.
J. Loam orTomoil: No loam ortopsoil shall be removed from the subdivision until all work is
completed, and then only with a special permit from the Board of Appeals as required by
Section 20-8(g) of the Town Code.
K. Excavations: All excavations within the street layout, and to dwellings shall be barricaded,
protected, lighted at proper times, and promptly backfilled as required by the
Superintendent of Public Works and the Chief of Police. Any person not directly employed
or under contract with the DEVELOPER, who wishes to excavate within the street layout
must first obtain a permit from the Superintendent of Public Works as required by Section
164(a) of the Town Code. Right of entry or an appropriate utility easement must be given
before a permit will be issued.
L. a its: Each lot line must be clearly marked, and the lot identified by lot and street
number, before the Building Inspector will make any inspections. Any sign required to be
erected under an Order of Conditions issued by the Conservation Commission shall be
maintained in good condition until a Certificate of Compliance is obtained by the
DEVELOPER.
M. Protection of Natural Features: All natural features to be preserved shall be suitably
protected by the DEVELOPER during construction. The DEVELOPER shall notify the Tree
Warden at least one (1)week prior to clearing of the site. No evergreen tree, shrub or tree
over S inches in diameter outside the street layout and building site shall be removed
without the consent of the Tree Warden.
N. Cleaning Up: Before final inspection,the total area shall be cleared of debris, both natural
and materials generated by construction. The particular attention of the DEVELOPER is
directed to the requirement that on the day of the final inspection all paved areas must be
swept and the drainage structures cleaned.
O. Monuments: All monuments shown on the Definitive Plans shall be set, and their
installation shall be certified by a registered land surveyor as of the date of final inspection.
Monuments marking the street layout shall be granite or precast concrete bounds
conforming to Massachusetts Specifications M4.04.8 or M4.06.1, set flush with finish grade.
Iron pipe 1 112 inch diameter, schedule 40 galvanized, 3 feet long, may be used at lot
comers, except where a granite or precast concrete bound is required for marking the street
lines.
P. Streel Acceptance: The DEVELOPER shall submit to the Town Engineer for review the
final street layout plans and legal description suitable for recording in the Hampden County
Registry of Deeds. The plans and description shall both meet the standards of the Street
Acceptance Committee and the Department of Public Works, and shall be revised if
required by the Street Acceptance Committee after an on-site public hearing. After
completion of all of the improvements required by this Agreement, the DEVELOPER shall
submit to the Town Council a Petition for Street Acceptance; and an Affidavit, releasing the
TOWN from all damages which the DEVELOPER and his successors or assigns may incur
by reason of acceptance of the street by the TOWN;together with the Street Acceptance
Plans referred to above.
Page 5
PERFORMANCE GUARANTEE: The DEVELOPER shall furnish to the Town a Performance Guarantee in
the amount of$112,000 in the form of a proper bond;deposit of money,or negotiable securities;or irrevocable
credit secured by the first mortgage to guarantee to the TOWN the faithful performance by the DEVELOPER
within two(2)years after the date of this Agreement,or any extension thereof,of all work required herein. The
DEVELOPER shall also repair,to the satisfaction of the TOWN,any damage to or failure of any completed
work which may occur during the term of this Agreement. Any surety accepted by the TOWN under this 1
Agreement must satisfactorily protect the TOWNS interest,and said determination shall be made by the Town
Treasurer. It is expressly understood and agreed by the parties that any and all security required under the
Performance Guarantee will be applied as damages for the benefit of the TOWN for failure of the
DEVELOPER to satisfactorily complete its obligation hereunder;and its is further understood and agreed by
the parties that the TOWN specifically reserves its right to seek any additional damages incurred by the TOWN
and not fully protected by the security under the Performance Guarantee.
If the DEVELOPER fails to perform the work within the time specified and in accordance with the terms of
this Agreement or,in the event that the DEVELOPER shall not satisfy all claims and demands incurred in
connection with said improvements and work as herein specified,the DEVELOPER shall pay to the TOWN an
amount of money which will equal the measure of damages sustained by the TOWN as a result of the failure to
perform the work. The measure of damages shall be established by determining the lowest reasonable cost to
complete the work unfinished plus reasonable administrative expenses,attomey's fees and legal costs incurred
by the TOWN in case of breach of this Agreement by the DEVELOPER. The TOWN need not expend any
funds to establish the said measure of damages,said measure of damages to be established by reasonable
estimate to complete the said work plus the said administrative expenses,attorney's fees and legal costs herein
mentioned.
The DEVELOPER further warrants that all work done under this Agreement will be performed and completed
in a workmanlike manner,and that the said work will be fit for the use intended.
1
NOTIFICATION OF COMPLETION: Upon completion of all work required herein,the DEVELOPER shall
notify the TOWN,by registered mail sent to both the Town Clerk and the Planning Board,that the work is
ready for final inspection with respect to the release of the Performance Guarantee. Release of the
Performance Guarantee is contingent upon all work being completed in accordance with the Construction
Standards and Required Improvements included herein.
IN WITNESS WHEREOF,this i�n�s"ment is ex cuted in four(4) counter parts,each one of which shall be
deemed an original this the /4T�1 day of /10'Lk 20 c)/ .
ATTEST: DEVELOPER:
1z iVINCONN,INC.
gY
(witness to developer)a�ltVincen�t�6nnor,�Presid�ent&T�reasure
A By
(witness to developer) Vincent Connor,an individual
ATT TOWN
TOWN OF AGAWAM,MASSACHUSETTS
TIAEROUIX
OWN CLERK
ANNING OARD
DATE: J um t?_
AS FORM:
JO
T CO
Page 7 of 8
o�� 9 Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
y
D MP Tel. 413-786-0400 Fax 413-786-9927
June 28, 2001
Mr. Vincent Connor
73 Zachary Lane
Agawam, MA 01001
Re: Rivers Edge Subdivision
Dear Mr. Connor:
Michael Chase, our inspector, found a sewer manhole casting embossed with a" made in India"
indication, at your subject subdivision this week and noted that condition to Norman Pelley,
your Contractor. Your approved plans clearly specify that LeBaron castings are to be used for
manhole castings. During the pre - construction conference held in our office on June 5, 2001,
you signed the agreement which re -stated your agreement with the conditions and manhole
castings were specifically discussed. Further, the need for submitting material specification
sheets was also discussed.
You have not sent any material submittals, yet you have begun work on this project and stored
the wrong materials on the site. Had you sent in the submittals for approval, the delay and any re
- stocking charges could have been avoided. Please send all needed material specifications to us
as soon as you can, since we wish to avoid any errors in installation. Please read over the pre -
construction agreement so that other required materials, such as field lock gaskets ( which require
tyton joints ), will be furnished expeditiously. Please note also,that concrete collars are required
around castings.
Si erely,
c�
es T. Daley, E., Town Engineer
C: John Stone, DPW Supt., Deborah Dachos. OPCD Dir.
s:lsubdivlriversedge_03.wpd _: s
FA
Town of Agawam
• 36 Main Street Agawam, Massachusetts 01001-1837
Tel. 413-786-0400 Fax 413-786-9927
June 13, 2000
ATTN: Planning Board
RE: Performance Bond #8086 - River Edge Estates
Please be advised that the office of the Treasurer is in receipt of a letter of credit, #110/2001,
drawn on Westfield Savings Bank in the amount of$112,000.00, to cover performance for the
above listed performance agreement.
Very Truly Yours,
Laurel A. Placzek,
Treasurer/Collector
PB
RELEASE OF COVENANT
This is to certify that the Agawam Planning Board has released Lots 1 thru 6 as
.shown on a Definitive Plan entitled "Rivers Edge Estates", plans drawn by D.L. Bean,
Inc. and dated Jan. 28, 2000, Revised 5-15-2000. Said plans being recorded in the
Hampden County Registry of Deeds, said lots being subject to the provisions of a
Covenant dated November 7, 2000 given by Richard Langone to the Town of
Agawam, said covenant being recorded in the Hampden County Registry of Deeds,
Book , Page
AGAWAM PLANNING BOARD
0
cn�'
cP c.r
W
Hampden cc Commonwealth of Massachusetts
DATED: June 7 , 2001
Then personally appeared the above named, Dennis B. Hopkins , Charles R.
Calabrese , Edward Shibley, Jrmembers of the Agawam Planning Board and
acknowledge the foregoing to be their free act and deed before me.
Notary Public Pamela R. Kerr
My Commission expires: May 29 , 2003
cc: Town Clerk
Building Inspector
File
k • i
PERFORMANCE GUARANTEE
PERFORMANCE GUARANTEE SECURED MORTGAGE LOAN
LETTER OF CREDIT # 110 12001
KNOW ALL MEN BY THESE PRESENTS: that Westfield Bank, having a usual place of business at 141
Elm Street, Westfield, MA. 01085, hereinafter called the LENDER; pledges irrevocable credit in the form
of a letter of Irrevocable Credit dated MAY 17, 2001 in which said Letter of Irrevocable Credit hereinafter
is referred to as SURETY; said SURETY to be held by and firmly bound unto the Town of Agawam, a
municipal corporation having an usual place of business at 36 Main Street, Agawam, MA. 01001, after
called the TOWN; in the penal sum of ONE HUNDRED AND TWELVE THOUSAND DOLLARS
($112,000.00) in lawful money of the United States, for the payment of which sum well and truly to be
made, we bind said SURETY firmly by these presents.
THE CONDITION OF THIS OBLIGATION is such that whereas, the PRINCIPAL, VINCON INC 6itererf
into a certain Performance Agreement with the Town, dated MAY 17, 2001 a copy of which isdierepp
attached and made a part hereof to carry out for the completion of the subdivision known as:
M
RIVERS EDGE ESTATES
Lots 1-thru B Barney Street s� ;,C
Agawam, Massachusetts 01101 U�
co to
PERFORMANCE GUARANTEE cn
PROVIDED FURTHER, that said LENDER hereby stipulates and agrees that no change, extension of
time, alteration or addition to the terms of the Performance Agreement, or to the work to be performed
thereunder shall in any way affect its obligation under this Irrevocable Letter of Credit, and it does hereby
waive notice of any change, extension of time, alteration or addition, provided the total obligation does not
exceed $112,000.00.
NOW, THEREFORE, in consideration of the mutual promises, undertakings and other lawful
consideration hereinafter set forth, the parties agree as follows:
(1) The Lender hereby authorizes the TOWN to draw from the SURETY on written demand up to
an aggregate amount of ONE HUNDRED AND TWELVE THOUSAND DOLLARS ($112,000) being
conditioned that the LENDER shall make no disbursements of funds from SURETY except by written
instruction of the TOWN through it's Treasurer as authorized by vote of the Planning Board. The
LENDER may, from time to time, make partial releases from said SURETY to the PRINCIPAL, or directly
to its contractors and subcontractors, as various improvements and work have been completed and
approved by the TOWN, but only upon the written approval of the TOWN stating the sum and the party to
whom said partial releases shall be advanced.
(2) In the event that the TOWN shall file with the LENDER a written statement that the
PRINCIPAL is, in the judgment of the TOWN, in default of the terms of said Performance Agreement, the
LENDER shall make any funds undisbursed available to the TOWN as hereinafter provided, subject to
paragraph below.
(3) The TOWN agrees that any payments received by it from the SURETY will be expended
solely for the purpose of curing any default of the PRINCIPAL of its' obligations and commitments as set
forth in said Performance Agreement, plus reasonable administrative expenses, attorney's fees, interest
and legal costs needed to cure such default.
(4) The TOWN shall provide the PRINCIPAL under paragraph (3) above, with all information
concerning the alleged breach including, but not limited to the amount of money represented by said
breach, together with the details wherein the said construction of installation has not been completed.
(5) This Letter of Credit is not transferable or assignable.
PROVIDED FURTHER that no final settlement between the TOWN and the PRINCIPAL shall abridge the
right of any beneficiary hereunder, whose claim may be unsatisfied.
Westfield Bank Mortgage as recorded in Hampden County Registry of Deeds Book 11645 page 332 on
MAY 17, 2001 covering subject premises located as described above which will additionally secure this
Letter of Credit.
IN WITNESS WHEREOF, this instrument is executed in four(4) counterparts, each one of which shall be
deemed an original this day of MAY.
ATT ST: PRIN I L:
BY: '
Vincent M. Connor, President and Treasurer
BY: ( ) eel��
Viaiz�ent M. Connor, Individually
ATT T: LENDER: Westfield Bank
Mark W. Baran, it's Duly Authorized Vice President
ATT TOWN: To :fA awam,,,MMassachusetts Planning Board
G BY• � ` 11/
Witness t lanning Board
as m: DATE: June 7 , 2001
DATE: By:
To n Treasurer
MEMO
TO: Attorney Thomas S. Locke, Town Solicitor
FROM: Planning Board
DATE: May 24, 2001
SUBJECT: Letter of Credit- Rivers Edge Estates - V. Connor
Please review the attached Letter of Credit to be sure it is ready for the Board's signatures at
their June 7`h meeting.
Thank you.
DSD:prk
PERFORMANCE AGREEMENT
RIVERS EDGE ESTATES
LOTS I -6 INCLUSIVE
THIS AGREEMENT made by and between Richard Langone . an individual, hereinafer called the
DEVELOPER, having a astral place of business at 61 Mark Drive. Agawam. Massachusetts and the Town of
Agawam,Massachusetts, a municipal corporation haying a usual place of business at 36 Main Street.
Agawam,Massachusetts 01001 acting through its Planning Board, hereinafter called the TOWN: witnesselh:
WHEREAS. the DEVELOPER desires to carry otrl the development of lots 1 Ihnr 6 inckrsive as
shown on a set of definitive plans recorded in the Hampden County Registry of Deeds as indicated below:
RIVERS EDGE ESTATES
"DEFINITIVE" SUBDIVISION OF PROPERTY
AGAWAM, MASSACHUSETTS
FOR: RICHARD LANGONE,61 MARK DRIVE. AGAWAM. MASS,
PREPARED BY D.L. BEAN. INC.
DATE: JAN, 28. 2000. REVISED 5-I5-2000
SCALE I" =40'
HCRD BOOK PAGE
AND WHEREAS. on May 18. 2000 lite PLANNING BOARD of the TOWN endorsed plans
entitled:
RIVERS EDGE ESTATES
"DEF[NITIVE" SUBDIVISION OF PROPERTY FOR:
RICHARD LANGONE
PREPARED BY D.L. BEAN. INC.
DATE: JAN. 28. 2001). REVISED 5-15-2000
SCALE I"=40'
NOW, THEREFORE. in consideration of the approval of the definitive Plans by said TOWN.
providing for the constnrction of ways, clearing, grading and installation of municipal services to the above
rnenlion.d lots: fire DEVELOPER hereby agrees to perform the required improvements in accordance with
the "Rules and Regulations of the Planning Board as it Refers to Subdivision Control". as arttcnded, and to
constnrct lire following items of work in a manner salisfactorzy to the TOWN:
CONSTRUCTION STANDARDS AND REQUIRED iMPROVFMENTS: Section V of"Rules and
Regulations of the Planning Board as it Refers to Subdivision Control", amended March 7. 1974. is hereby
supplemented by the following descriptions. modifications. additions and deletions. These Construction
Standards and Required inrproremcnts shall prevail over those published in Section Vaud the Definitive
Plans only where there is a discrepancy, and where the Town Engineer determines that these Constnretion
Standards arc more stringent.
Wherever the Icrtn "Massachusetts Standard Specifications" is used it shall refer to "Tile Commonwealth of
Massachusetts Deparlment of Public Works Standard Specification for Highways and Bridges". 1973 ed..
including the latest Supplemental Specifications. The term "Town Engineer" shall mean the Agawam Town
Engineer,acting directly or through in authorized representative,such representative acting within the scope
of the particular duties entrusted to hire.
The DEVELOPER shall noli(y the TOWN through its Department of Public Works in writing at least
forty-eight (48) hours in advance of the time when he plans to begin work on any of the improvements
regnired by this Agreement. Failure on the part of Ilse DEVELOPER to provide such notification shall be
cause for the TOWN to require the DEVELOPER io excavate mid reconsirttct the improvcments as necessary
in order to insure that the work has been done in a satisfaclory manner.
A. Street and Roadway: The entire area within the street layout shall be cleared of all stumps,
brush, roots, boulders, debris and all trees not intended for preservation. All loam, clay,
peat and other unsuitable material encountered within the layout shall be excavated and
replaced with granular material conforming to Massachusetts Standard Specifications
M1.01.0 to a depth of 4 feet below the subgrade.
Install subdrains where the seasonal high groundwater elevation is within 4 feet of the
proposed roadway surface. Subdrain sizes and locations shall be subject to the approval of
the Town Engineer and shall be installed wherever necessary in the opinion of the Town
Engineer. Subdrains shall conform to Massachusetts Construction Standards 209.1.1. All
rock encountered within the street layout shall be excavated and replaced with granular
material conforming to Massachusetts Standard Specifications M1.01.0 to such a depth of 4
feet below the subgrade.
Before placing any subbase or base materials, the entire subgrade area shall be fine graded
and compacted to not less than 90 percent of maximum dry density as determined by
AASTHO Test Designation T99 Compaction Test Method C. Special Borrow for subbase
shall conform to Massachusetts Standard Specifications M2.01.1. Subbase and base
courses shall be fine graded and compacted to not less than 95 percent of maximum dry
density in accordance with Section 401 and Section 405 of the Massachusetts Standard
Specifications. The DEVELOPER shall be responsible for reimbursing the TOWN for the
cost of all soils testing.
The roadway surface shall be Class I Bituminous Concrete Type 1-1 applied in Two (2)
courses in accordance with Section 460 of the Massachusetts Standard Specifications. The
top course shall not be applied until one (1)winter season has passed since the completion
of all underground work within the subgrade area. Only the roadway designs or alternatives
shown on the Defintive Plans shall be constrculed.
Bituminous concrete curb conforming to Massachusetts Construction Standard 106.2.0,
Type 2 shall be installed on both sides of the roadway. Granite curbing shall be installed
along the arc of the curve at intersections. Type SA edging shall be used on Places and
Lanes, and Type VA vertical curb shall be used on Sub-Collectors and Collectors, unless
otherwise directed by the Town Engineer.
B. Sanitary Sewers: Submit an "Application for Permit for Extension of Sewerage System"to
the Superintendent of Public Works for his recommendation to the Director of the
Massachusetts Division of Water Pollution Control. After receipt of a Sewerage Extension
Permit, pay all fees and deposits, and apply for a connection to the public sewer.
Install asbestos-cement, PVC or approved equal sewer pipe and fittings conforming to
Massachusetts Standard Specifications M5.02.7, of the size, class and at the lines and
grades shown on the Definitive Plans. The minimum design flexure strength of
asbestos-cement sewer pipe shall be class 2400 for sizes 4 and 6 inch diameters and class
3300 for sizes 8 through 12 inch diameter. The minimum PVC sewer pipe class shall be
SDR 35, however, special bedding will be required. Building sewer connections shall be at
least 4 inch diameter laid at 118 inch per foot pitch minimum, and shall be separated from
the water services by at least 10 feet horizontally. Building sewer connections shall not be
made directly into manholes. Long sweep elbows shall be used for all bends 11 112 degrees
or greater. A cleanout shall be installed no further than 20 feet upstream of any 45 degree
or 90 degree bend. No foundation drains or roof leaders shall be connected to the sanitary
sewers.
Bedding shall conform to Subsection 230.61, and backfilling shall meet the requirements of
Subsections 120.60B, 150.60 and 150.64 of the Massachusetts Standard Specifications. A
special bedding of sand borrow conforming to M1.04.0 Type shall be well compacted
around all PVC sewer pipe a minimum distance of 1 foot. Where the bottom of the trench
is, in the opinion of the Town Engineer, found to be unstable, the DEVELOPER shall
excavate the unsuitable material to the width and depth ordered by the Town Engineer, and
shall replace all unsuitable materials, as directed, with a well compacted foundation
consisting of granular material conforming to 101.02.0 (maximum stone size of 2 inches) or
crushed stone conforming to M2.01.1 of the Massachusetts Standard Specifications. Where
rock is encountered it shall be removed to a depth of 1 foot below and from all sides of the
pipe or structure.
Precast concrete sewer manholes shall conform to Agawam Construction Standard 202.4.1
and shall be installed in accordance with Section 201 of the Massachusetts Standard
Specifications. Pipe connections to manholes shall be made with a flexible rubber boot and
shall be cast in a 6 inch concrete collar. Inverts shall be brick conforming to Massachusetts
Stand Specifications M4.05.1. Preformed bituminous joint filler shall conform to M3.05.3
and cement concrete brick for adjusting frames and covers shall conform to M4.05.0 of the
Page 2
Massachusetts Standard Specifications. Type A frames and covers shall conform to
Massachusetts Construction Standards 202.6.0 and 202.8.0, and shall have the word
"SEWER" imprinted in 3 inch high letters on the cover.
The DEVELOPER shall furnish the labor and equipment, test plugs, gauges and
appurtenances necessary for air testing all sanitary sewer pipes. If leakage of air at 4 psi
exceeds 0.15 CFM per sugare foot in any section of pipe, as determined by the Town
Engineer, the DEVELOPER shall locate the leaks and repair them at his own expense. In
no event shall the total infiltration or exfiltration including manholes, exceed the equivalent
of 100 gallons per 24 hours per inch diameter per mile of sewer main, in any section of the
sewer systern, as determined by the Town Engineer.
C. Drainage: If any storm drains are to be connected to the TOWN drainage system, the
DEVELOPER shall apply to the Superintendent of Public Works for a permit to connect to
the public storm drains, and pay all fees and deposits required.
Install reinforced concrete storm drain pipe conforming to Massachusetts Standard
Specifications M5.01.1, of the size, class and at the lines and grades shown on the
Definitive Plans. Storm drain connections to foundation drains and roof leaders shall be
installed as shown on the Definitive Plans, and shall be at least 4 inch diameter laid at 118
inch per foot minimum pitch. The minimum flexure strength of 4 and 6 inch diameter
asbestos cement pipe shall be class 2000 D. The minimum PVC pipe class for storm drain
connections shall be SDR 41, however, special bedding will be required.
Bedding shall conform to Subsection 230.61, and back-filling shall meet the requirements
of Subsections 120.608, 150.60 and 150.64 of the Massachusetts Standard Specifications.
A special bedding of sand borrow conforming to M1.04.0 Type b shall be well compacted
around all PVC drain pipe a minimum distance of 1 foot. Where the bottom of the trench is,
in the opinion of the Town Engineer, found to be unstable, the DEVELOPER shall excavate
the unsuitable material to the width and depth ordered by the Town Engineer, and shall
replace all unsuitable materials, as directed, with a well compacted foundation consisting of
granular material conforming to M1.02.0 (maximum stone size of 2 inches) or crushed stone
conforming to M2.01.1 of the Massachusetts Standard Specifications. Where rock is
encountered it shall be removed to a depth of 1 foot below and from all sides of the pipe or
structure.
Storm drain manholes and Type C. (Slope) catch basins shall conform to Agawam
Construction Standards 202.2.1 and 201.3.1 respectively. Precast concrete catch basin
tops shall be as manufactured by New England Precast Concrete, Agawam, MA; Arrow
Concrete Products, inc., Granby, CT; or approved equal. Cement concrete brick for inverts
and adjusting frames and covers shall conform to Massachusetts Standard Specifications
M4.05.0. Manhole frames and covers shall be Type A conforming to Massachusetts
Construction Standards 202.6.0 and 202.8.0 and shall have the word "DRAIN" imprinted in 3
inch high letters on the cover.
Class A cement concrete masonry and steel reinforcement work shall conform to Section
901 of the Massachusetts Standard Specifications. Headwalls shall be constructed to the
designs and dimensions indicated on the definitive Plans, and as directed to close
conformity with the lines and grades established by the Town Engineer. Headwalls shall be
built in accordance with Massachusetts Construction Standards 206.4.0 or 206.6.0.
Rip-rap, channel paving and stone for pipe ends shall consist of furnishing and installing
uniformly placed stonework at the lines and grades shown on the Definitive Plans, in
accordance with Section 258 and 983 of the Massachusetts Standard Specifications. Stone
shall conform to M2.02.3 with the exception that rounded cobbles meeting the weight
specifications may be used with the approval of the Town Engineer.
D. Water: Install 8-inch Class 52 cement lined ductile iron water mains, or larger as shown on
the Definitive Plans. Ductile iron pipe shall conform to Massachusetts Standard
Specifications M5.05.3, Class 52. Joints shall be bell and spigot elastomeric gasket rings
conforming to ANSI Specification A21.11. Standard laying lengths shall not exceed 20 feel.
Ductile iron pipe shall be polyethylene encased in accordance with ASTM Specification
A674.
Hydrants shall be Protectop Type S as manufactured by A.P. Smith Manufacturing Co.,
East Orange, NJ; or approved equal. Hydrants shall have a 5-inch main valve seat, a bury
length of 5.5 feet minimum, or as required for each individual installation, and shall be
furnished with two (2) 2 1/2 inch hose nozzles. One (1) additional 4 1/2 inch steamer
nozzle shall be furnished on the hydrant when deemed necessary by the Town Engineer. A
Page 3
hydrant tee and valve shall open left, counterclockwise. Gate valves shall be New York
Metropolitan Standard meeting the requirements of AWWA Specification C500, and shall
have mechanical joint ends. Valve boxes shall be 4 112 inch diameter and the cover shall
include the word "WATER" cast in the top.
Corporations shall be New England Standard and shall be Mueller H-15002, Ford F-BOONE,
or approved equal. Curb stops shall be New England Standard and shall be Mueller
H-15212, Ford Z22-333 SW, or approved equal. Type K copper tubing for water services
shall be a minimum of 314 inch diameter.
Where rock is encountered it shall be removed to a depth of 1 foot below the bottom of the
pipe. Only granular material approved by the Town Engineer shall be used as backfill in
any trench excavation.
E. Sidewalks and Treebelts: The DEVELOPER shall construct sidewalks on both sides of the
roadway of such width as is shown on the Definitive Plans. The gravel subbase and base
courses shall consist of a 6 inch gravel subbase and 2 inch processed gravel base
conforming to Massachusetts Standard Specifications M1.03.0 Type b, and M1.03.1
respectively, and said courses shall be wider by 3 inches on both sides than the bituminous
surface. The bituminous concrete sidewalk surface shall be 2 inches thick laid in two (2)
courses 1 inch each, and shall conform to the applicable requirements of Section 701 of the
Massachusetts Standard specifications.
Treebelts shall be constructed on both sides of the roadway to the width indicated on the
Definitive Plans. Loam meeting the requirements of Massachusetts Standard Specifications
M1.05.0 shall be placed to a minimum compacted depth of 6 inches. The DEVELOPER
shall submit samples of the loam to the Town Engineer for analysis and determination of the
amount of lime and fertilizer required. The work shall conform to Section 760 of the
Massachusetts Standard Specifications, and the grass seed shall meet the requirements of
M6.03.0. A copy of the seed certificate shall be submitted to the Town Engineer. The
treebelts shall be watered, reworked, and reseeded as necessary to develop a satisfactory
stand of grass.
F. U ilities: Street lights shall be installed by the DEVELOPER at his expense and he shall be
responsible for the cost of lighting until the street is accepted by the TOWN. Street lights
shall be the type adopted by the Utility Committee of the Town Council. All underground
utilities and service connections shall be installed prior to the construction of the roadway
surface.
G. Inspection: The DEVELOPER shall notify the Department of Public Works of the TOWN at
least forty-eight (48) hours in advance of the time when he plans to begin or resume work
on any of the improvements required by this Agreement. The TOWN will charge the
DEVELOPER at the hourly rate established by the Department of PUblic Works for
inspecting the work. No work will be accepted by the TOWN which has not been inspected
on a daily basis during its progress. The presence of an inspector shall in no way relieves
the DEVELOPER from full responsibility for completing the required work and providing the
workmanship and materials specified.
H. gihade Trees: On each lot two (2) shade trees shall be planted within twenty (20) feet from
the street line and located so as not to conflict with underground utilities and sight
distances. At the descretion of the Tree Warden, the shade trees may be planted on the
treebelt within the street layout. Trees shall be 2 112 inches minimum in diameter, balled,
burlaped, native and hardy species as approved by the Planning Board, and shall be
planted subject to the direction of the Tree Warden. The DEVELOPER shall guarantee for
one (1) full year that the trees remain alive and healthy.
I. Clearing and Grading: Clear and grade the site as shown on the Definitive Plans. All areas
not to be paved which are disturbed by the DEVELOPER shall be limed, fertilized, seeded,
mulched, watered, reworked and reseeded as necessary until a satisfactory stand of grass
takes hold to prevent erosion. Any work performed on the banks of streams, drainage
ditches or swales shall receive priority. Mulching and seeding for erosion control shall
conform to Section 767 of the Massachusetts Standard Specifications. Seed for erosion
control shall meet the requirements of M6.03.1.
Page 4
Where indicated on the Definitive Plans or deemed necessary by the Town Engineer to
prevent erosion, haybales shall be placed. Hay bales shall meet the requirements of
M6.04.1 and shall weigh at least 50 pounds each. Hay bales shall be placed in uniform
rows and secured to at least two (2) 2" x 2"x 36"stakes driven into the ground to prevent
overturning, floatation, or displacement. Any deposited sediment that collects at the hay
bale structures shall be removed periodically as directed by the Town Engineer.
Lightweight paper netting shall be applied on slopes steeper than 3:1 and on seeded areas
shown on the Definitive Plans or as directed by the Town Engineer. The netting shall be
secured to the ground with 1"x 1" x 12" stakes spaced no more than 6 feet apart to prevent
it from blowing or washing away. The netting shall be removed when and as directed by the
Town Engineer.
J. Loam or Topsoil: No loam or topsoil shall be removed from the subdivision until all work is
completed, and then only with a special permit from the Board of Appeals as required by
Section 20-8(g) of the Town Code.
K. Excavations: All excavations within the street layout, and to dwellings shall be barricaded,
protected, lighted at proper times, and promptly backfilled as required by the
Superintendent of Public Works and the Chief of Police. Any person not directly employed
or under contract with the DEVELOPER, who wishes to excavate within the street layout
must first obtain a permit from the Superintendent of Public Works as required by Section
16-4(a) of the Town Code. Right of entry or an appropriate utility easement must be given
before a permit will be issued.
L. Permits: Each lot line must be clearly marked, and the lot identified by lot and street
number, before the Building Inspector will make any inspections. Any sign required to be
erected under an Order of Conditions issued by the Conservation Commission shall be
maintained in good condition until a Certificate of Compliance is obtained by the
DEVELOPER.
M. Protection of Natural Features: All natural features to be preserved shall be suitably
protected by the DEVELOPER during construction. The DEVELOPER shall notify the Tree
Warden at least one (1) week prior to clearing of the site. No evergreen tree, shrub or tree
over 8 inches in diameter outside the street layout and building site shall be removed
without the consent of the Tree Warden.
N. Cleaning p: Before final inspection, the total area shall be cleared of debris, both natural
and materials generated by construction. The particular attention of the DEVELOPER is
directed to the requirement that on the day of the Final inspection all paved areas must be
swept and the drainage structures cleaned.
O. Monuments: All monuments shown on the Definitive Plans shall be set, and their
installation shall be cerlified by a registered farad surveyor as of the dale of final inspection.
Monuments marking the street layout shall be granite or precast concrete bounds
conforming to Massachusetts Specifications M4.04.8 or M4.06.1, set flush with finish grade.
Iron pipe 1 112 inch diameter, schedule 40 galvanized, 3 feet long, may be used at lot
comers, except where a granite or precast concrete bound is required for marking the street
lines.
P. Street Acceptance: The DEVELOPER shall submit to the Town Engineer for review the
final street layout plans and legal description suitable for recording in the Hampden County
Registry of Deeds. The plans and description shall both meet the standards of the Street
Acceptance Committee and the Department of Public Works, and shall be revised if
required by the Street Acceptance Committee after an on-site public hearing. After
completion of all of the improvements required by this Agreement, the DEVELOPER shall
submit to the Town Council a Petition for Street Acceptance; and an Affidavit, releasing the
TOWN from all damages which the DEVELOPER and his successors or assigns may incur
by reason of acceptance of the street by the TOWN; together with the Street Acceptance
Plans referred to above.
n
Page 5
PERFORMANCE GUARANTEE, The DEVELOPER shall guarantee to the TOWN the faithful performance
by the DEVELOPER within two(2)years alter the date of this Agreement,or any extension thereof, of all
work required liercin. The DEVELOPER shall also repair, to the s<htisfaction of the TOWN,any damage 10
or failure of any completed work m,hich may,occur daring the term of this Agreement.
If lite DEVELOPER fails to perform the work«-ithin the time specified and in accordance with the terms of
this Agreement or, in the event that the DEVELOPER shall not satisfy Al claims and demands incurred in
connection with said improvements and %vork as herein specified_ the DEVELOPER shall pay to the TOWN
an amount of money which will equal the measure of damages sustained by the TOWN as a result of the
failure to perform the%vork. The measure of darnagccs shall be established by determining the lowest
reasonable cost to complete the work uufrnished phis reasonable administrative expenses,attorney"s fees and
legal costs incurred by the TOWN in case of breach of this Agreement by the DEVELOPER. The TOWN
need not expend any funds to establish the said measure of damages, said measure of damages to be
established by reasonable estimate to complete the said%vork plus the said administrative expenses. attorneys
fees and legal costs herein mentioned.
The DEVELOPER further warrants That all work done under this Agreement wilt be performed and
completed in a workmanlike manner,and that the said work will be fit for the use intended.
NOTIFICATION OF COMPLETIQN: Upon completion of all work required herein, the DEVELOPER shall
nruifv the TOWN, by registered mail sent to both the Town Clerk and the Planning Board. that the work is
readY ror final inspection with respect to the release of the Performance Guarantee. Release of the
Performance Guarantee is contingent ul)on all %vork being completed in accordance with the Consinrction
Standards and Required huprovenrenis included herein.
IN WITNESS WHEREOF. this ins rument is executed in four(4) counter parts, each anc of which shall be
deemed an original this Ilhc day of Q fvB( 2000.
ATTEST: DEVELOPER
RICHARD LANGONE
By
(witness to developer) Richard LangoAc. an indiv' I
TOWN
TOWN OF AGAWAM. MASSACHUSETTS
H M.THER UX
TOWN CLERK
P NI G BOAR
7�
DATI :
ROVED S M:
TOW
NSEL
Page 7
I UWILi C-LLi(A �] r16L
planning 1.0,oard
TO:. Town Treasurer '01-FEB -2 AM ID 44� Date 2-1-01
Subject : Performance Bond File No. 80866
At an officially called and posted meeting held on 2-1-01 the Planning
Board .voted .4-0 in favor of setting $ 112 , 000' as the amoubt required
to be filed -with- the Town Treasurer to cover performance for a period of
two years by developer otherwise known as
Vincent Connor
for project known as Rivers Edge Estates This is to cover.
lots # 1 thru 6 Barney Street
The Board reserves the right to. r o mounte;e t the
app de.SiXes/ o post securi Planning Board Chairman
1--59-7/74-200
0 0
TOWN OF AGAWAM
�O! _ 9
MEMORANDUM
��R�o May
To: Planning Board
CC: MCC, File
From: Engineering
Date: February 1, 2001
Subject: Bond Estimate - River's Edge Estates - Barney Street
Per your request, we have completed the bond estimate for River's Edge Estates. The value of
uncompleted work is $112,000 (one hundred twelve thousand dollars).
If you have any questions, please do not hesitate to contact our division.
Sincerely, Sincerely, Q
ames T. Daley, P.E. Michael C. Chase, E.I.T.
Town Engineer Civil Engineer I
FEB
Elai"sNGIN61iRISU13D1 Vlriversed�e_O1.wpd
MEMO
TO: Engineering Department
FROM: Planning Board
DATE: January 17, 2001
SUBJECT: Bond Setting - Rivers Edge Estates - Barney Street
Please prepare a bond estimate for the Rivers Edge Estates subdivision prior to the Board's
February I" meeting.
Thank you.
DSD:prk
l � �
kiAL
G
}
i 0
TOWN OF AGAWAM
INTEROFFICE
yc�
MEMORANDUM 0 MPy
To: Planning Board
CC: Mitchell T. Allen, File .z £ f
h
From: Engineering
Date: November 15, 2000 Rol
Subject: Easements - River Edge Estates - Barney Street - Lan n�, -
y
Per your request dated November 7, 2000 we reviewed the submitted easements for River's
Edge Estates. We have the following comments:
1. To reduce confusion, easements should not all be labeled as Exhibit "A". We suggest
Exhibit "A", Exhibit "B" and Exhibit "C".
2. The following correction for the drainage easement on Lot 6 should be made (the drainage
easement description labeled exhibit "A"). Sentence reads, " thence running S77°-35'-
52"E a distance to s0.00 feet to a point." The sentence should read, " thence running
S77°-35'-52"E a distance of 20.00 feet to a point."
We would like to make the following reminders regarding this subdivision.
3 A disk of the entire subdivision should be submitted showing that the subdivision has been
tied into the Town's coordinate system.
4. A sewer extension permit is required by the DER
If you have any questions please do not hesitate to contact our division.
/Silcerely,
� 0mes T. Daley, P.E. 9CiV' Enginee;r
kis
Town Engineer I
h:lengineerlsubdivUangone_10.wpd
COVENANT c n
The undersigned Richard Langone, hereinafter called the "Covenantor", having
submitted to the Planning Board of the Town of Agawam a definitive plan of a " . �r-
subdivision entitled "Rivers Edge Estates" and particularly lots 1 thru 6 does hereby to 7
covenant and agree with said Planning Board and the successors in office of said .
Board, pursuant to General Laws (Terr.Ed.) C. 41, Section 81 U, as amended that: Cn
`-
1. The Covenantor is the owner of record of the premises shown on said plan. un
2. This Covenant shall run with the land and be binding upon the executors,
administrators, heirs and assigns of the Covenantor, and their successors in title
to the premises on said plan.
3. The construction of ways and the installation of municipal services shall be
provided to serve any lots in accordance with the applicable rules and
regulations of said board before such lot may be built upon or conveyed, other
than by mortgage deed, provided that a mortgagee who acquires title to the
mortgaged premises by foreclosure, or otherwise, and any such lot subject only
to the portion of this Covenant which provides that no lot so sold shall be built
upon until such ways and services have been provided to serve such lot;
provided however, that prior to release of a lot or lots to be built upon or
conveyed, the Board may require a deposit of money sufficient in the opinion of
the Board to secure final completion of ways and services required for the lots in
the subdivision, as shown on said definitive plans.
4. Nothing herein shall be deemed to prohibit a conveyance subject to this
covenant by a single deed of the entire parcel of land shown on the subdivision
plan of all lots not previously released by the Planning Board, without first
providing such ways and services.
5. This Covenant shall take effect upon approval of said plans.
6. Reference to this covenant shall be entered upon said plans and this Covenant
shall be recorded when said plan is recorded.
EXECUTED AS A SEALED INSTRUMENT THIS November 7 , 2000
Date
RICHARD LA ONE
By2LJ_-62"
Richard Langone
COMMONWEALTH OF MASSACHUSETTS Hampden, ss
Then personally appeared the above-named, Richard Langone
jawZledd&11ore,,6,ng instrument to be the free act and deed of company
May 29 , 2003
Notary Public My Commission Expires
COVENANT OF LANGONE REALTY CORP. I AN CLERK OFFICE
s.
AS TO BUFFER STRIP �'.'riAM• M60
'00 DEC 19 AM ICE 15
Langone Realty Corp. , a duly organized Massachusetts corpora-
tion with offices at 108 Front Street, West Springfield, Hampden
County, Massachusetts with regard to Lots 1, 2 , and 3 of RIVERS
EDGE ESTATES subdivision as shown on a plan entitled "Definitive
Subdivision of Property Agawam Massachusetts" prepared by D.L.
Bean, Inc. - Surveyors & Engineers dated January 28, 2000, revised
3/l/00 , 5/l/00 , 5/15/00 , which plan is to be recorded herewith,
hereby covenants that Lots 1, 2, and 3 each contain a permanently
protected buffer strip, as more fully set forth on said plan,
specifically the page of that plan entitled Topographical Plan,
and incorporated herein by reference thereto. No substantial
deviation from said plan with respect to landscaping,. plantings,
ground cover, or shrubbery shall be allowed in the buffer strip,
and same shall be maintained in substantial and reasonable confor-
mity with said plan. Other than usual and customary pruning and
removal of debris, brush, and old growth, no plantings shall 'be
cut, removed, or destroyed, and no construction of buildings or
other structures shall be allowed in the buffer strip.
This covenant runs with the land and is applicable to all
successors . and assigns including purchasers of said lots.
Said Lots 1, 2, and 3 being a portion of the premises conveyed
to 'Langone Realty Corp— by deed of Langone Plumbing and Heating
Supply, Inc. dated February 26 , 1999, said deed recorded in the
Hampden County Registry of Deeds, Book 10679, Page 381, on March 9,
1999 .
Executed as a sealed instrument this g clay of December, 200 .
LANGONE RE TY CORP.
By &� j
Witness Richard/J. L gone, its
President/Treasurer
COMMONWEALTH OF MASSACHUSETTS $
Hampden, ss. December a, 2000
Then personally appeared the above-named RICHARD J. LANGONE
and acknowledged the foregoing to be true to the best of his know-
ledge and belief, before me
Notary Public
My commission expires:
s
CITY OF AGAWAM
GRANT OF
STORM DRAINAGE EASEMENT
Langone Realty Corp . , by and through its President and Treasurer,
Richard J. Langone, an entity with a usual place of business in Agawam,
Hampden County, Massachusetts , for no monetary consideration, but for
other good and valuable consideration, the sufficiency of which is hereby
acknowledged , hereby
Grant to the CITY OF AGAWAM, a municipal corporation located in the
County of Hampden with its principal office at 35 Main Street , in said
Agawam, Massachusetts , the following described easement for public pur-
poses in Agawam, Hampden County, Massachusetts , to wit :
BEING an easement for the purposes of constructing, repairing and
maintaining a permanent storm drainage easement necessary for public
convenience and health over a parcel herein described, said easement and
right of way over said parcel to be an easement together with the right
to enter with men, equipment , machinery and material to construct
drainage facilities , landscape, alter grades and slopes , to move or
remove any structures , together with the right to inspect , repair ,
maintain, and improve said storm drainage facilities , including the
right to trim, and remove any and all trees and shrubbery located on
the land within said easements, and do any and all other other things
reasonably necessary for construction and maintenance of said storm
drainage easement .
SAID storm drain easement is shown on a plan entitled "Definitive
Subdivision of Property, Rivers Edge Estates , Agawam, Massachusetts" ,
prepared by D.L. Bean, Inc . - Surveyors and Engineers dated January 28 ,
2000, for Richard Langone and Revised May 15 , 2000, which plan is to be
recorded herewith.
The description of the land over which the said storm drainage
easement is granted is more particularly bounded and described on the
attached Exhibit "A" .
IN WITNESS WHEREOF, the Langone Realty Corp. has caused its
corporate seal to be hereto affixed and these presents to be signed,
acknowledged and delivered in its name and behalf by Richard J. Langone
its President/Treasurer this ay of 0C-r0,ffFA 2000.
Signed and sealed in presence of LANGONE REALTY CORP.
�. By
_ 'f Richard J. Langon it
� N President/Treasurer
r
IN WITNESS WHEREOF, the Planning Board of the Town of Agawam has
accepted the rights conveyed hereby and has signed and acknowledged
this instrument and shall cause it to be recorded with the Hampden
County Registry of Deeds on behalf of the Town of Agawam,
Massachusetts this 14th day of December, 2000 .
TOWN OF AGAWAM (PLANNING BOARD)
Charles R. Calabrese, Chairman
COMMONWEALTH OF MASSACHUSETTS
Hampden, ss. December 14 , 2000
Then personally appeared the above-named Charles R. Calabrese
and acknowledged the foregoing instrument to be his free act and
deed, and the free act and deed of the Town of Agawam, before me,
Not ry Pub c
My commission expires; May 29 ; 2003.
dr
Exhibit "A"
Beginning a-t a point at the southwesterly corner of a 20 ' wide storm
drain easement , said point being located in the northeasterly sideline
of Barney Street at the southeasterly corner of Lot #5 and the south-
westerly corner of Lot #6, thence running . Nl2-24-08E, along - the property
line separating Lot 5 .& Lot #6 , a distance of 125 .13 feet to a point ,
thence running S77-35752E a distance to 20. 00 feet to a point, thence
running S12-24-08W- a distance of 125. 00 feet to a point in the .north-
easterly sideline of - Barney Street , the last two courses being through
Lot #6 , thence running N77-57-34W, along the northeasterly sideline of
Barney Street, a distance of 20. 00 feet to the point of beginning.
r TUWN CLL13K OFFICE
AGAWAM, Mass.
CITY OF AGAWAM tiW
GRANT OF '00 DEC 19 AM 10: 15
STORM DRAINAGE EASEMENT
Langone Realty Corp. , by and through its President and Treasurer,
Richard J. Langone, an entity with a usual place of business in
Agawam, Hampden County, Massachusetts, for no monetary consideration,
but for other good and valuable consideration, the sufficiency of
which is hereby acknowledged, hereby
Grant to the CITY OF AGAWAM, a municipal corporation located in
the County of Hampden with its principal office at 36 Main Street,
in said Agawam, Massachusetts, the following described easement for
public purposes in Agawam, Hampden County, Massachusetts, to wit:
BEING an easement for the purposes of constructing, repairing
and maintaining a permanent storm drainage easement necessary for
public convenience and health over a parcel herein described, said
easement and right of way over said parcel to be an easement togeth-er
with the right to enter with men, equipment, machinery and material
to construct drainage facilities, landscape, alter grades and slopes,
to move or remove any structures, together with the right to inspect,
repair, maintain, and improve said storm drainage facilities, includ-
ing the right to trim, and remove any and all trees and shrubbery IE
located on the land within said easements, and do any and all other
things reasonably necessary for construction and maintenance of said
storm drainage easement.
SAID storm drain easement is shown on a plan entitled "Plan of
Storm Drain Easement, Agawam, Massachusetts" prepared by D. L. Bean,
Inc. - Surveyors and Engineers dated April 27, 1999, for Langone
Realty Corp._ , which plan is recorded in the Hampden County Registry
of needs in Book of Plans 317, Page 127 .
The description of the land over which the said storm drainage
easement is granted is more particularly bounded and described on
the attached Exhibit "P," .
IN WITNESS WHEREOF, the said Langone Realty Corp. has caused
its corporate seal to be hereto affixed and these presents to be
signed, acknowledged and delivered in its name and .behalf by
Richard J. Langone its President/Treasurer this ' _ - day of
2000 .
Signed and sealed in presence of LANGONE REALTY CORP.
ByXQ
a -
Richar ango , its
�t �TC-4CLL — �tE� President reasur !
IN WITNESS WHEREOF, the Planning Board -of the Town of Agawam has
accepted the rights conveyed hereby and has signed and acknowledged
this instrument and shall cause it to be recorded with the Hampden
County Registry of Deeds on behalf of the Town of Agawam,
Massachusetts this 14th day of December, 2000 .
TOWN OF AGAWAM (PLANNING BOARD)
1
By
Charles R. Calabrese, Chairman
COMMONWEALTH OF MASSACHUSETTS
Hampden, ss. December 14, 2000
Then personally appeared the above-named Charles R. Calabrese
and acknowledged the foregoing instrument to be his free act .and
deed, and the free act and deed of the Town of Agawam, before me,
Zilv� II
otary PUTTYE
My commission expires: May 29 , 2003
Exhibit "B"
Beginning at a point marking the southeasterly corner of a 20' wide
storn drain easement, said point -being loca.ted. in the northeasterly
sideline of North Alhambra Circle at the southwesterly corner of land
now or formerly of John S. Korvek and the southeasterly corner of land now
or formerly of Langone .Realty Corp., thence running N64-32-45W, along
the northeasterly sideline of North Alhambra Circle, a distance of 20 . 00
feet to a point , thence running N25-27-15E, through land now or formerly
of Langone Realty Corp. , a distance of 115 . 86 feet to a point at land now
or formerly of Langone Plumbing and Heating Supply Inc . , thence running
S66-07-15E, along land now or formerly of Langone Plumbing and Heating
Supply Inc . , a distance of 20. 01 feet to a point marking the northeasterly
corner of land now or formerly of Langone Realty Corp . and the northwesterly
corner of land now or formerly of John S. Korvek, thence running S25-27-15W,
along the property line separating land now or formerly of Langone Realty
Corp. and land * now or formerly of John S. Korvek, a distance of 116 . 41 feet
to the point of beginning.
r
CITY OF AGAWAM
GRANT OF
STORM DRAINAGE EASEMENT
Langone Realty Corp . , by and through its . President and Treasurer ,
Richard J. Langone , an entity with a usual place of business in Agawam,
Hampden County, Massachusetts , for no monetary consideration, but for
other good and valuable consideration, the sufficiency of which is hereby
acknowledged, hereby
Grant to the CITY OF AGAWAM, a municipal corporation located in the
County of Hampden with its principal office at 36 Main Street , in said
Agawam, Massachusetts , the following described easement for public pur-
poses in Agawam, Hampden County, Massachusetts , to wit :
BEING an easement for the purposes of constructing , repairing and
maintaining a permanent storm drainage easement necessary for public
convenience and health over a parcel herein described , said easement and
right of way over said parcel to be an easement together with the right
to enter with men, equipment , machinery and material to construct
drainage facilities , landscape , alter grades and slopes , to move or
remove any structures , together with the right to inspect , repair ,
maintain, and improve said storm drainage facilities , including the
right to trim, and remove any and all trees and shrubbery located on
the land within said easements , and do any and all other , things
reasonably necessary for construction and maintenance of said storm
drainage easement .,
SAID storm drain easement is shown on a plan entitled "Definitive
Subdivision of Property, Rivers Edge Estates , Agawam, Massachusetts ' ,
prepared by D . L. Bean, Inc . - Surveyors and Engineers dated January 28 ,
2000, for Richard Langone and Revised May 15 , 2000, which plan is to be
recorded herewith.
The description of the land over which the said storm drainage
easement is granted is more particularly bounded and described on the
attached Exhibit "C" .
IN WITNESS WHEREOF, the Langone Realty Corp. has caused its
corporate seal to be hereto affixed and these presents to be signed ,
acknowledged and delivered in its name and behalf by Richard J. Langone
its President/Treasurer this 162 day of OC;70134ER , 2000.
Signed and sealed in presence of :LANGONE REALTY CORP.
Richard J Lango , its
iTCtf�LC AL 4,C- ( President Treasu r
IN WITNESS WHEREOF, the Planning Board of the Town of Agawam has
accepted the rights conveyed hereby and has signed and acknowledged
this instrument and shall cause it to be recorded with the Hampden
County Registry 'of Deeds on behalf of the Town of Agawam,
Massachusetts- this 14th day of December, 2000 .
TOWN OF AGAWAM (PLANNING BOARD)
B
Y
Charles R. Calabrese, Chairman
COMMONWEALTH OF MASSACHUSETTS
Hampden, ss. December 14 , 2000
Then personally appeared the above-named Charles R. Calabrese
and acknowledged the foregoing instrument to be his free act and
deed, and the free act and deed of the Town of Agawam, before me,
JL
Notary blic
My commission expires: May 29 , 2003
Exhibit "C"
Beginning at a point at the northwesterly corner of a 30 ' wide storm
drain easement , said point being located in the southwesterly sideline
of Barney Street , and also located N77-57-34.W a distance of 15 . 12 feet
from a point marking the northwesterly corner of lot #1 and the north-
easterly corner of Lot #2 , thence running S77-57-34E, along the south-
westerly sideline of Barney Street , a distance of 30. 24 feet to a point ,
thence running S4-47-10W, through Lot #1 , a distance of 151 . 38 feet to
a point at land now or formerly of Langone Realty Corp . , thence running
N78-04-44W, along the property line separating land now or formerly of
Langone Realty Corp . and Lots #1 & #2 , a distance of 30 . 24 feet to a
point , thence running N4-47-10E, through Lot #2 , a distance of 151 . 44
feet to the point of beginning
r
Law Office Of
MITCHELL T. ALLEN
Attorney
276 BELMONT AVE.
SPRINGFIELD, MASS.01108
TEL: (413)737-0066
FAX: (413)737-3907
December 11, 2000
t
DEC 1 2 2098
Town of Agawam
P:.ANN ING BOARD .';36 ruin Street PLAN
Agawam, MA 01001-1837
Attn: Pam Kerr
Re: Richard Langone/Rivers Edge Estates
Dear Pam:
Enclosed for recording please find original Covenant as to Buffer
Strip, and three (3) Storm Drainage Easements, all executed by
Mr. Langone and witnessed by me.
Thank you for your time and attention in this matter.
Very truly yours,
Mitchell T. Allen
MTA/min
Encls.
MEMO
TO: Attorney Thomas S. Locke
FROM: Planning Board
DATE: November 15, 2000
SUBJECT: Buffer Covenant -Rivers Edge Estates- Langone
Please review and comment on the attached Buffer Covenant for the Rivers Edge Estates
subdivision. The easements for this subdivision were sent to you on November 7' for your
review. The Board would like your comments or approval prior to their December 7te meeting.
Thank you.
DSD:prk
Law Office Of -:
MITCHELL T. ALLEN
Attorney
z76 BE-V0NT AYE.
• SPPINGF=,Kass:01108
TEL (413)737-0066
FAX (413)737-3907
FACSIMILE/TELECDPIER TRANSMISSION COVER SKEET
DATE: November 13 , 2000
smm TO: Planning Dept. - Agawam (Firm Name, if any)
A,TTN: PAM KE RR
PAX No. . 786 9927 (1zcludinc� area code)
x recu_xer
NO . PACES .- 2 (Tncludinc cover sheet)
Dear Pam:
Please find following my proposed covenant re: Richard Langone ' s buffer strip,
which I believe will meet the town' s requirements .
Please advise after review.
Mitchell T . Allen
SENDER .. LAW OFFICE OF T. ?L:. N
Z=IVIDTIAL: -- .. MMAA�......, ._
Please contact the SEMER at (423) i 3 1-0066 !,maed4 ats:.y if less than t_e.
rea_uired number of races arrived or a `~a.nsm;,sz cn error accur.;sd.
The documents transmitted by this facsimile message may contain
confidential ,and/or priv:Uered informal-on, which is intended
only for the, use of the addressee used above. if you are not
such addressee, any. discio sure, photocopying, distribution, or
use of such document (s) or is oroh- .ited . You
have received chi s =acstmile message I I n ar=cr , =lease s=ed?.atal'e
notify us by telephone so that we can __range tc rat---a re such �
document(s) . f
TSANx Y0[f.
I Od J1�38S S11S '� pSS1� Ini`d90 60 00 'E L ' L i
MEMO
TO: Engineering Department
FROM: Planning Board
DATE: November 7, 2000
SUBJECT: Easements - Rivers Edge Estates - Langone
Please review and comment on the attached easements for Rivers Edge Estates.
Thank you.
DSD:prk
MEMO
TO: Attorney Thomas S. Locke
FROM: Planning Board
DATE: November 7, 2000
SUBJECT: Easements - Rivers Edge Estates - Langone
Please review and comment on the attached easements for Rivers Edge Estates prior to the
Board's November 16' meeting.
Thank you.
DSD:prk
0 0
TOWN OF AGAWAM
�O 9
INTEROFFICE ;;; -
z . .....
MEMORANDUM 0 MPy
To: Planning Board
CC: John P. Stone, D.L. Bean, Inc., File
From: Engineering
Date: October 26, 2000
Subject: Definitive Plan - River Edge Estates - Barney Street - Langone
Per your request dated October 20, 2000 we reviewed the Definitive Subdivision Plan
entitled, " Definitive - Subdivision of Property, Agawam, Massachusetts, for Richard Langone,
by D.L. Bean, Inc., dated January 28, 2000, revised May 15, 2000, Scale 1" =40`. " The plans
are ready for the board's signatures. We would like to make the following reminders:
l. A disk of the entire subdivision should be submitted showing that the subdivision has been
tied into the Town's coordinate system.
2. All easements are to be executed and submitted to the Planning Board for its approval.
3. A sewer extension permit is required by the DER
If you have any questions please do not hesitate to contact our division.
j
'ncerely,
mes T. Daley, P.E. Van Kaco a is
own Engineer Civil E ine r I
1i:lengineerlsubdivllangone49.wpd
OCT2 6 LYW
MEMO
TO: Engineering Department
FROM: Planning Board
DATE: October 20, 2000
SUBJECT: Definitive Plan -Rivers Edge Estates - Langone.
Please review the attached Definitive Plan of Rivers Edge Estates for Langone to be sure it is the
approved plan. We are holding the mylars in this office.
Thank you.
DSD:prk
Town of Agawam
y 36 Main Street Agawam, Massachusetts 01001-1837
c�
D Mpy� Tei. 413-786-0400 Fax 413-786-9927
August 9, 2000
Atty. Mitchell T. Allen
276 Belmont Avenue
Springfield, MA 01108
Re: Storm Drainage Easement-Richard Langone, Barney Street
Dear Atty. Allen:
I am responding to your letter, sent to Tom Locke, requesting wording that is commonly used by
the Town in recording Storm Drainage Easements. Attached please find a copy of language that
is commonly used by this office for filing purposes.
Should you have any questions or wish to further discuss this wording, please do not hesitate to
call me at the Town of Agawam, Dept. Of Planning and Community Development, 786-0400
Ext. 283.
Sincerely,
.0
i
Deborah S. Dachos 1
Director Office of Planning and
Community Development
DSD:mah
CITY OF AGAWAM
GRANT OF
STORM DRAINAGE EASEMENT
individuals residing
in'Agawam, Hampden County, Massachusetts, for no monetary
consideration, but for other good and valuable consideration, the
sufficiency of which is hereby acknowledged, hereby
Grant to the CITY OF AGAWAM, a municipal corporation located in
the County of Hampden with its principal office at 36 Main Street, in said
Agawam, Massachusetts, the following described easement for public
purposes in Agawam, Hampden County, Massachusetts, to wit:
BEING an easement for the purposes of constructing, repairing and
maintaining a permanent storm drainage easement necessary for public
convenience and health over a parcel herein described, said easement and
right of way over said parcel to be an easement,together with the right to
enter with men, equipment, machinery and material to construct drainage
facilities, landscape, alter grades and slopes, to move or remove any
structures, together with the right to inspect, repair, maintain, and
improve said storm drainage facilities, including the right to trim, and
remove any and all trees and shrubbery located on the land within said
easements, and do any and all other things reasonably necessary for
construction and maintenance of said storm drainage.easement.
SAID storm drainage easement is shown on Lots
Y on a plan entitled "Definitive Subdivision of Property,
Agawam, Massachusetts for.' dated
2000 , which plan is recorded in the.
Hampden County Registry of Deeds in Book of Plans , Page
The description of the land over which the said storm drainage
easement is granted is more particularly bounded and described on the
attached Exhibit "A". `
41
INTEROFFICE MEMORANDUM
To: Debbie Dachos
From: Law Department
Date: August 2, 2000
Re: "Spite" strip for a subdivision on Barney Street
Attached is a copy of a letter from Attorney Mitchell T. Allen and a copy of the plan of
the storm drain easement. Tom had asked me to forward this information to you for your
response.
Thank you,
Christina
Cc: Jack Stone
.L. :J
D
6
pub
'II
�VI i
�V
I I
Law Office Of
MITCHELL T. ALLEN
Attorney
276 BELMONT AVE.
SPRINGFIELD,MASS:01108
E
TEL: (413)737-0066
FAX. (413)737-3907
I
July 25, 2000
Thomas Locke, Esquire
430 Main Street
Agawam, MA 01001
Dear Tom: jI
You may recall assisting Richard Langone and this office with respect 1
to a one foot "spite" strip for a subdivision on Barney- Street.
The final paperwork is now being processed by D.L. Bean, and during
the course of our discussion, Dave Bean referred to a document which
is required, to show the town' s legal interest in the recorded easement.
Dave suggested getting the necessary language from you, and then he
would do the description. '
The easement ran through land recently conveyed by Mr. Langone, and I
include a copy of .the plan showing the easement.
Please call at your earliest convenience so that we may discuss same
further.
I
Very truly yours,
ams
- i
Mitchell T. Allen
MTA/run
Encl.
(f
I
i
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DATE rrw= ;!It.t sv>:r a rs' i:tF _•T+i:: •f THIS SURVEY&PLAN WERE PPFPlFtr0 /�t!�9N Of ,P/�J D.eq/N E�j SE/yE/11
7 Oa r�nt�ri•?tay4tl,r,:iF rttt:,::t. t•I' : ,I:.1 (`. IN ACCORDANCE WITH THE .A�•acu.SrM /slAxS,9CrSu.S6TTs
* '�•t•:•,TF 3t;?r tip ;�}ia u:s: �, r M J"I-RUS
TIME ;I_- -'t I PROCEDURAL&TECHNICAL STA . Fca�
IM o,
'JJr _ FOR THE P TICE OF LAND SURYL Ykt/C +� "*s LA,v�n�✓E R tT
vt' ' r I. +a r, EA Y CaJPP:"
=�k?' r ric' 't." IN THE M Qf MASS AVID s 6/ 1JA.P�' I>iP%4E
arm
a AGAavAM� MASS. .t
0 DATE SCALE-
�C S. Zff�Zdb 4 `+. PP/G Z7/N9CHECKED'
�;. 1 CERTIFY THAT I HAVE CONrORNIFTf PLAN NO. Sf Ef TiN�
WITH THE RULES A REGULATIONS .r'oF
Of THE RE04STER OF .FAD I
IH p EP 6 L r ❑ . L. BEAN, INC. SURVEXORO '
40 SCHOOL-STREET :
,... ENGiN ER1
WESTFIELD, MASSACHUSETTS
i i
Town of Agawam
� 36 Main Street Agawam, Massachusetts 01001-1837
i
pq�o MPy� Tel. 413-786-0400 Fax 413-786-9927 4
May 19, 2000 m
-� 7 c-
Richard Langone rn
' N
61 Mark Drive -0 P`
Agawam, MA 01001 c
--, .
Dear Mr. Langone:
At its duly called meeting held on May 18, 2000, the Agawam Planning Board voted to approve the
Definitive Subdivision Plan entitled: "Rivers Edge Estates, "Definitive" Subdivision of Property,
Agawam, Massachusetts, For: Richard Langone, 61 Mark Drive, Agawam, Mass." prepared by D.L.
Bean, Inc. and dated January 28, 2000, revised May 15, 2000 with the following conditions:
1. All easements are to be executed and submitted to the Planning Board for its
approval.
2. A Performance Agreement and Covenant are to executed.
3. No additional lots can be created without amending the Definitive Plan as required in
M.G.L Chapter 41, Section 81-U.
4. An original Definitive Plan with approved waivers and one full set of the entire
submission is to be submitted to the Planning Board for its signatures.
Also approve by the Planning Board is the waiver of Section 159-8 E (1) of the Subdivision Rules
and Regulations limiting dead-end streets to 500'to allow for a street of approximately 800' as shown
on the above referenced plan. The Board decision to approve this waiver was in part influenced by
the fact that all but 270' of Barney Street presently exists. The Board also granted a wavier of
Section 159-31 C of the Subdivision Rules and Regulations requiring an undisturbed 30' buffer strip
to allow for a 15' buffer strip planted according to the approved plan.
If you have any questions, please contact the Planning Office at 786-0400, extension 283.
Sincerely,
Dennis Hopkins, Acting Chairman
Agawam Planning Board
cc: Clerk, D.L. Bean, Inc., Engineering, Building, File
0 0
TOWN OF AGAWAM
INTEROFFICE
z
oo��
MEMORANDUM 0
To: Planning Board
CC: John P. Stone, D.L. Bean, Inc., File
From: Engineering
Date: May 18, 2000
Subject: Definitive Plan - River Edge Estates - Barney Street - Langone
Per your request dated May 18, 2000 we reviewed the Definitive Subdivision Plan entitled,
" Definitive, Subdivision of Property, Agawam, Massachusetts, for Richard Langone, by D.L.
Bean, Inc., dated January 28, 2000, revised May 15, 2000, Scale I" =40'. " We approve the
plans but the following items remain:
1. A disk of the entire subdivision should be submitted showing that the subdivision has been
tied into the Town's coordinate system.
2. We received calculations for the proposed leaching basin late yesterday afternoon. We are
in the process of reviewing the submitted calculations. The remaining drainage issues can
be resolved with the issuing of a Storm Drain Permit by the Department of Public Works.
If you have any questions please do not hesitate to contact our division.
Sincerely,
Z'am6es T. DaIey, P.E. glEngineer
annakis
Town Engineer I
h-.kngineeAsubdMiartgone 8.wpd
MEMO
TO: Engineering Department
FROM: Planning Board
DATE: May 18, 2000
SUBJECT: Revised Plan and Additional Information - River's Edge - Definitive Plan
.Langone
This office received a package of revised information concerning the River's Edge Definitive Plan
for Langone. The item is on the Board's agenda for this evening.
DSD:prk
D. L. BEAN, INC. -- LAND CONSULTANTS
413-562-7566
Forty School Street Fax #413-562-2091 SURVEYORS
Westfield, Mass. 01085 May 17, 2000 ENGINEERS
Jack Stone, Superintendent
Agawam Department of Public Works
36 Main Street
Agawam, MA 01001
RE: "Rivers Edge Estates" - Supplemental Design for
Detention Basin
Dear Jack:
As discussed last Friday at our meeting regarding the above
referenced project, we have performed the work necessary to
supplement the capacity of the storm system by incorporating a
leaching structure in the Detention Basin.
We accomplished this task by performing a soil examination at
the proposed area on that Friday afternoon. The engineering .
department sent their representative, Van Kacoyannakis, to witness
the excavation to 11 feet and the soil extraction at 7 feet. The
soil was delivered to the lab for a sieve analysis, and the
laboratory report is included herein with our calculations.
Based on the soil analysis, we have calculated the capacity of
this leaching basin to accept 5.07 CFS, which is much greater than
the projected run-off form the entire site for a 100 year storm
event. We expect that this supplemental design will reduce the off-
site flows to an acceptable level.
Included herein are the following which support our design:
1 . Leaching basin design - 2 pages.
2 . Soil Report: Sieve Analysis and Gradation Curve - 2 pages.
3 . Excerpts from SCS manual - 4 pages.
4. Subdivision plans revised 5-15-00: (design highlighted) -
4 sheets.
Thank you for your assistance with this project. If you have
any question or concerns, please contact us.
Sincerely, ,r D. L. Be , Inc. ,��►�
David L. Bean, President
Enclosures: as listed
A't�'
cc: Agawam Planning Department
Agawam Engineering Department
`` �i
Richard Langone
D. L. BEAN, INC. LAND CONSULTANTS
413-562-7566
Forty School Street Fax # 413-562-2091 SURVEYORS
Westfield, Mass. 01085 May 17, 2000 ENGINEERS
LEACHING BASIN DESIGN
for
DETENTION BASIN SUPPLIMENT
at
"RIVERS EDGE ESTATES"
Barney Street, Agawam
Prepared for:
RICHARD LANGONE
GIVEN: FROM U.S.D.A. - S.C.S. SOIL SURVEYS, THE TYPE OF SOIL
ON SITE AT THE DETENTION BASIN IS "HINCKLEY" . THIS
IS AN "A" GROUP SOIL WITH A VERY RAPID RATE OF
PERMEABILITY. THE SOILS OBSERVED, AND ANALIZED AT
ALLIED TESTING LABORATORIES, INDICATE GRAVEL AND
MEDIUM COARSE SAND. UTILIZING "HAZEN' S FORMULA" FOR
PERMEABILITY WHERE:
D = ( 10%) PASSING SIZE OF SIEVE ANALYSIS
10
2
K = C (D } C = 1 - 1. 5 CONSTANT (USE: 1. 25 AVE. )
10
CORRECTED FOR VISCOSITY TO 50 F. : ( x 86% )
SOIL SAMPLE #1. : D = 0. 33
10
2
K = C (D } X 86%
10
2
K = 1. 25 (0 . 33 ) X 0.86
K = 0. 117068 cm/sec. X 1 in. % 1 ft. _
2.54 cm 12 in.
K = 0.003841 FT./SEC.
DESIGN LEACHING BASIN
1. EACH CELL = 10 ' X 10 ' IN SURFACE AREA WITH DEPTHS TO VARY
ACCORDING TO DESIGN CAPACITIES NEEDED.
2. EACH CELL TO CONTAIN ONE PRECAST CONC. DRYWELL OF H-10
DESIGN LOADING SURROUNDED BY 3 ' MINUS DOUBLE WASHED STONE
TO PROVIDE A PERVIOUS AREA.
3. VOIDS ASSUMED TO BE 35% .
4. CONSTANT HEAD PERMEABILITY ASSUMED FOR BOTTON OF LEACHING
CELL.
5. HYDRAULIC GRADIENT ASSUMED TO BE THE DEPTH OF HEAD.
6 . SIDEWALLS: HYDRAULIC GRADIENT TO BE . 5 THE DEPTH OF
HEAD.
7 . TOTAL PERMEABILITY VARIES WITH HEAD.
SOIL SAMPLE
K = 0 .003841
PERMEABILITY OF BASE:
Q = KiA (i = HYDRAULIC GRADIENT)
D = 61 Q = 0 . 003841 ( 61 ) ( 10 ' X 101 ) = 2. 30 CFS
PERMEABILITY OF SIDES:
Q = (K) (D/2) (D X 40)
D = 61 Q = 0 . 003841 ( 31 ) (6 ' X 401 ) = 2 . 77 CFS
TOTAL PERMEABILITY: 10 ' SQUARE X 6 ' DEEP =
2 . 30 CFS (bottom) + 2 .77 CFS (sides) = 5.07 CFS
�ZH QF y�0.
moo{' Lmy Gr
� RIClfJ1M �,
CLINK
No.2M9
WAL
FROM = * FAX NO. • MaL. 16 .%nnI A?: 15AM P2
ALLIED TESTING LABORATORIES, INC.
115 St. George Road . Springfield. Massachusetts 0; ;c>'
Phone: (413) 736•-1816 Fax: (413) 736-1838
Report No. 29 of Soils Tests Date: 5/1 ,00
Client: D.L. Bean, Inc.
Project: Quality Control
Subject: Solis Tests
Reported to: D.L. Bean, Inc.
Herewith is submitted, results of soil test conducted on material delivered to the
laboratory by client's representative on 5112/00.
TEST: SIEVE ANALYSIS
Lab. No. 2285
Identification: Barney St.
Sieve No. Z Passing
3/4 100.0
1/2 - 94.5
3/8 92.6
4 88.0
8 84.5
16 73.9
30 34.3
50 3.6
100 0.5
200 0.2
ATTACHED: GRADATION CURVE
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester. V. Dawi.cki.
Director of Testing Servi.ces
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HAMPDEN COUNTY, MASSACHUSETTS, CENTRAL PART 27
HgB—Hinckley loamy sand, 3 to S percent slopes. growth is often restricted by lack of moisture. Reaction
This gently sloping and undulating soil is deep and exces- ranges from extremely acid to medium acid.
sively drained. It is on glacial outwash deposits. Slopes Included with this soil in mapping are areas, generally
are complex and 50 to 200 feet long. Areas range from 10 smaller than 3 acres, of Carver, and Sudbury soils. In a
to 100 acres in size and are irregular in shape. few places are excessively drained soils that have red or
In a typical profile in a wooded area that was once cul- reddish brown colors in the profile. Included soils make
tivated; the surface layer is friable, brown loamy sand up about 25 percent of this map unit.
about 5 inches thick. The subsoil is loose, single grained, Most of the acreage of this soil is in scrubby woodland.
brown and yellowish brown gravelly loamy sand 9 inches Some acreage is in homesites.
thick. The substratum, to a depth of 60 inches, is al- This soil has poor potential for farming, woodland, and
ternate layers of loose, single grained, brown sand and wildlife habitat. It has fair potential for most urban uses
gravel. and poor potential for most sanitary waste disposal facili-
Permeability is very rapid. Available water capacity is ties.
very low. Roots grow into the loose substratum. Reaction This soil is poorly suited to cultivated crops because of
ranges from extremely acid to medium acid. droughtiness. Fertilizer is leached away by rapidly per-
Included with this soil in mapping are areas, generally colating water. The hazard of erosion is moderate. When
smaller than 3 acres, of Carver, Windsor, and Sudbury this soil is cropped, striperopping, *minimum tillage, use of
soils. In a few places are excessively drained soils that cover crops, and incorporating grasses and legumes in the
have red or reddish brown colors in the profile. Included cropping system reduce the amount of runoff and control
soils make up about 25 percent of this map unit. erosion. Mixing crop residue and animal manure into the
Most of the acreage of this soil is scrubby woodland. plow layer maintains tilth and increases organic matter
Some of it is used for homesites. content. Irrigation and frequent fertilization are also im-
This soil has poor potential for farming, woodland, and portant management practices.
wildlife habitat. It has good potential for most urban uses This soil is better suited for hay and pasture. Proper
and poor potential for most sanitary waste disposal facili- stocking rates, deferred grazing and pasture rotation help
ties. to maintain desirable plant species-
This soil is poorly suited to cultivated crops because of This soil is poorly suited to trees. Productivity is low.
droughtiness. Fertilizer is leached away by rapidly per- Important tree species are eastern white pine and
colating water. The hazard of erosion is slight. Important northern red oak.
management practices are irrigation accompanied by This soil is limited for most urban uses by slope. Lawns
frequent fertilization, use of cover crops, and addition of are commonly difficult to establish because of droughti-
organic matter to the plow layer. ness. This soil is limited for most other sanitary waste
This soil is better suited to hay and pasture. Proper disposal facilities by the very rapid permeability and
stocking rates, deferred grazing, and pasture rotation slope. Capability subclass IVe.
help to maintain desirable plant species. HgD—Hinckley loamy sand, 15 to Li percent slopes.
This soil is poorly suited to trees. Productivity is low. This moderately steep or hilly soil is deep and excessively
Important tree species are eastern white pine and drained. It is on glacial outwash deposits. Slopes are com-
northern red oak. plex and 50 to 200 feet long. Areas range from 10 to 70
This soil has few limitations for most urban uses. Slope acres in size are irregular in shape.
is a limitation for the construction of some buildings. In a typical profile in a wooded area, the surface layer
Lawns are commonly difficult to establish because of is friable, brown loamy sand about 3 inches thick. The
droughtiness. This soil is limited for most sanitary waste subsoil is loose, single grained, brown and yellowish
disposal facilities by the very rapid permeability. Capa- brown gravelly loamy sand 11 inches thick. The sub-
bility subclass IIls. stratum, to a depth of 60 inches, is alternate layers of
HgC—Hinckley loamy sand, 8 to 15 percent slopes. loose, single grained, brown sand and gravel.
This moderately sloping or rolling soil is deep and exces- Permeability is vey rapid. Available water capacity is
sively drained. It is on glacial outwash deposits. Slopes very low. Roots grow into the loose substratum, but
are complex and 50 to 300 feet long. Areas range from 10 growth is often restricted by lack of moisture. Reaction
to 100 acres in size acid are irregular in shape. ranges from extremely acid to medium acid.
In a typical profile in a wooded area that was once cul- Included with this soil in mapping are areas, generally
tivated, the surface layer is friable, brown loamy sand smaller than 3 acres, of Carver, and Sudbury soils. In a
about 5 inches thick. The subsoil is loose, single grained, few places are excessively drained soils that have red or
brown and yellowish brown gravelly loamy sand 9 inches reddish brown colors in the profile. Included soils make
thick. The substratum, to a depth of 60 inches, is al- up about 25 percent of the map unit.
ternate layers of loose, single grained, brown sand and This soil has poor potential for farming, for most urban
gravel. uses, and for most sanitary waste disposal facilities. It
Permeability is very rapid. Available water capacity is also has poor potential for woodland and for wildlife
very low. Roots grow into the loose substratum, but habitat.
SOIL SURVEY
friable; Hadley series
HAMPDEN COUNTY MASSAC
The Hadley series consists of coarse-silty, mixed, the same landscape as the Carver and Deerfield soils,
r frog- nonacid, mesic Typic Udifluvents. These soils are deep which lack gravel in the subsoil.
t ranges and well drained. The have an olive brown and light Typical pedon of Hinckley loam sand 3 to 13
Id Imo Y g YP P Y Y e percent
olive brown, very fine sandy loam C horizon and an olive, slopes, 2,600 feet southeast of the intersection of North
value of very fine sand IIC horizon. Hadley soils formed in medi- Road and U.S. Route 10 in the city of Westfield:
:o loamy um textured alluvium. 01-3 to 1-1/2 inches; loose litter that is mainly pine needles with a few
ery fine Hadley soils are on the flood plains of the larger rivers. oak leaves and many twigs.
Slope ranges from 0 to 6 percent. 02-1-1/2 inches to 0; dark brown (IOYR 3/:3)partly decomposed Utter;
Hadley soils formed in the same kind of material as the common fine and medium tree roots; extremely acid; abrupt wavy
associated, moderate] well drained Winooski and poorly boundary.
}' P Ap-0 to 5 inches; brown {IOYR 4/3) loamy sand, weak fine granular
drained Limerick soils. Hadley soils are in the same land- structure; friable; common fine and medium roots; 10 percent
mixed, scape as the Podunk soils, which have more sand or gravel; very strongly acid;clear smooth boundary.
p and coarser :,and in the subsoil. B21-5 to 9 inches; brown (7.5YR 5/4) gravelly loamy sand; single
grained; loose: common fine and medium roots: 20 percent gravel;
k y eI- Typical pedon of Hadley very fine sandy loam, high very strongly acid;clear smooth boundary.
brown bottom, 0 to :3 percent slopes, in a field at the intersection B22-9 to 14 inches; yellowish brown QOYR 514) gravelly loamy sand:
light of Vfeadow Road and West Road in the town of lung- single grained: loose: common fine and medium runt.,; -95 percent
meadow: grtvel: very strongly acid:abrupt smooth boundar.
tad C' IIC-14 to 60 inches; brown r lu1'I{ c>I:;) stratifie+d sand and gravel: sin-
Al)-0 to 12 inches: very riark grdyish brown r_':;1'::.�r von- fine sand}- gle graine(l: loose: few rYtots to inches; 4.5 i)ercent gravel: ver;r
Is and I(+;tm: weak fine anti medium ),mdnu[ar structure: very friahle, stronFh acid.
slight]} iris=[icy: strYmgEw acid:ahrvpt wacv I,ounrlat-%CI—[: to ]'.r inches: ,dive brown f•'.:�1- 4,4r 5•en Iinr sandy loam; mas- The soium is 1')
to l� inches thick. Gravel and cobblestones make up
as the IO to sire: friable,slightiv Eel:c-tic: medium acid:clear rrmwah lk�unrl:u;w. ;iQ percent of the s01um and a:i to 70 irerceni of the 1IC horizon.
:store ( =-1!+ toe _ti; iruh+:�; liLht olive bIYHSy, l_'.o,l' :,oar vrt� fine ..:u„I}• Lr:+m: The"'°l`are extremely acid to medium acid• unless limed,
m:t_«iv-e: fri:+hit•, siighd%' ledastit•: n14,411Um acid: ahead+t sntreoth IKatn- The dp horizon ha• value of n and andchr c a of '? r o The The
horizon hr- bur of.,;)YE{ or•l+el'E; and color and c•ht„rr,a of d or:i. The
dart.
r,r)ric•rl upper part (if the f1 horizon, 'toe a dci,th of adx)ut It) inches. is loamy
HC:;—_h:to:;7 invIles: light relive brown 12.:i1" .•4r vt•r• tine rand: rnas-
sand, loamw coarse sand, or Fink sandy loam. The Ft horizon, helhw• a
to 15 rive: fri+hlt• [o 6,,,.. nortstickv, nnnishr>tic: s[rongl� acid: clear depth of P)inches.is iournv sand,loamy course sand.or course sand.The
1t1 -dIN) snte.eth tKnrnd:u�. IIC horizon has hot-of 1nY1: tee 2.51', valu+•of 5 or r;,and chrY,ma of 2.:1.
f1(•4_::-, tee a:e inehv -live r31• :),,4j ver-7• line :and: ewtirruen roar•>e or 4. The II(• horizon it d rninantlw AI-.A dfied --and anti water-rounded
distinct R,:+y t:,1- 6.11 m(Pttle: in 110"N' E„O'L: m:cssire: fiiahle to gravel and c•obhlestones,
1 +,se,nunstickv,rrontila=tic:strony;l}•acid:cleat-rm„eeth h+eundnrti.
ltongl} IW-i- -,i to ra; inch+•,; olive 4-51' 5AP very fine rand: fv w Sint• prominent
t;r:ty 1:,1' +; l t and ce•Iluwtirh r•c-rl 1511; 4,S) mottdes: n,:+ssivr: friable Hollis series
to loos•,rn,naick�•,noniel:trt'sc•: sUY,pglY acid.
t,srrr:: The Hollis series consists of loamy, mixer], mesic I,ithic
nc luo• The thicknes> ;uul the numher of horizons w:u•ier. anti h,oiztin, tether Dystrochrepts. These soils are shallows' and somewhat ex-'
v of an,l than tht• :ale ll.wizon eonfor'm In the thic•kne-=:tt,d variation of:ht.allmi-
:+1 dt•i,,,:its. E:e:ic•tion of, individual horiruns ranges ftYem very str,er,t•1}• cessively drained. The}• have a 'underlain
brown fine
sand}•
acid to n4•utral. sandy loam 13 horizon that is underlain b} granite
man.•
The Ap hmlzim has hue ref IoYY, to S1'. value of:t m-4.and chr•on,a of bedrock. Hollis soils formed in thin deposits of glacial till.
r _'lot-",. Itr;,- w;tlue is+;ut The .ale horizon i- very hialde or-1'riahle. The Hollis soils are on the tops and sides of hills and ridges.
trong.r ,
C horizon has hue ref lo1-R it,5Y, value of to 5, and chr orna of 2 to 4- Slope ranges from 3 to 25 percent.
The color alel,eais u, t•esult from ot'gtu,ic matter content ant the in- Hollis soils formed in the same kind of material as the
Coto>r heivnt color of the .serlin,ents. Texture. to a ded)th of Orr inches, is silt. ,
,moon ;ill loam. eery fine s;enrl}• loam, loam}' vet}• fine son+I. and wr:•.- tine associated deep, well drained Paxton and Charlton soils. )
:rongd4' .and. The C horizon is generally ftiahle or•1rNtse. Hollis soils are in the same landscape as the Gloucester
and Montauk soils, which are deep to bedrock.
CrH`t}r Hinckley series Typical pedon of Hollis fine sandy loam in an area of -
rkrcent Charlton-Rock outcrop-Hollis complex, 3 to 15 percent
The Hinckley series consists of sanely-skeletal. mixed, slopes; 2,400 feet south of the intersection of Monson
to Orr mesic Typic Udot•thents. These soils are deep and exces- Road and Glendale Road in the town of Wilbraham: f
the R sively dt ained. They have a brown and yellowish brown Ap-0 to 7 inches; very Clark gra�ish brown(IOYR 3/2)fine sandy loam;
tizons. gravelly loamy sand B horizon and a brown, stratified weak fine and medium granular structure: ven• friable; 15 percent F i� f.
sand and gravel C horizon. Hinckley soils formed in coarse fragments;medium acid,abrupt smooth boundary.
ul)l"'t' water-sorted sand, gravel, and cobblestones. B21-7 to II inches;yellowish brown(IUYR 516)fine candy loam, weak
>rt has Hinckley soils are on kames, outwash plains, and ter- fine and medium subangular blocky structure: friable: 15 pet-cent a
4 to 6coarase fragments:strong]+•acid:clear smooth boundary. w
r tint races. Slope ranges from 0 to 35 percent. 1 11122_lI to 14 inches;yellowish brown(10YR 5/4)fine sanrLy imam:weak s
l Hinckley ,oils formed in the same kind of material as ! medium subank-ular blocky structure: friable; 15 percent coame
t•Poet.
is ref I the associated somewhat excessively drained Mer•1-imac !r fragments;:strongly acid;abrupt smooth boundary. h,
soils, the mucdelately well drained Sudbury coils, and the R�14 incite+;}•ranite bedrock.ltt:rmy Y ' fc
very poorly drained Scarboro soils. Hinckley soils are in Depth to rol:k ranges from to to -4) inches. Content of coat-se fraig-
6ent-4 ranges from 5 to 215 dxrtent. Reaction, whcr•e this soil is unlime+d, F
j ►tstrrongly acid or very strongly acid.
k
t
k 80 SOIL SURVEY T
TABLE 14,--ENGINEERING PROPERTIES AND CLASSIFICATIONS--Continued
1 = 1 Classification IFrag- I Percentage passing I Plas-
Soil name and IDepthl USDA texture I I I Iments I sieve number-- ILiquid I ticity
map symbol I I I Unified I AASHTO I > 3 1 4 1 10 1 40 1 200 1 limit I index
as i 1 Pct !
:loucester: I I 1 1 I i
GxB, GxC, GxD-----1 0-3 !Extremely stony ISM 1A-1, 115-25 175-95 165•-90 145-85 120-40 1 --- I NP
I I sandy loam. I I A-2, I i I I I I 1
I I I i A-4 I i I I I I 1
13-11!Gravelly sandy ISM IA-1, 1 5-25 170-90 165-80 140-70 120-40 1 --- I NP
I I loam, fine I I A-2, I I I I i I I
I ! sandy loam. I I A-4 1
111-60!Gravelly loamy ISM, GM, IA-1, A-2! 5-15 145-75 135-70 120-40 1 5-15 I --- 1 NP
I I sand, loamy I SP-SM, I 1 1 I I I i I
1 1 coarse sand. I GP-GM I
I
.adley:
na, hoA, Hba------I 0-121very fine sandy IML, CL, !A-4 1 0 1 100 195-100195-100170-95 I <30 1 NP-9
i I loam. I CL-ML 1 I I I I I I I
112-551Silt loam, very 1ML, CL, IA-4 1 0 1 100 195-100190-100160-95 1 <39 1 NP-13
1 1 fine sandy 1 CL-ML ! ! ! ! ! I ! !
! ! loam, very fine! ! ! ! ! ! I ! !
1 ! sand.
155-bb!Silt :cam, si:t, IML, CL, !A-4 ! 0 1 100 195-100:75-95 140-65 1 <30 1 NP-13
! ! loamy very fine! CL-ML, 1 ! 1 I ! ! ! !
! ! '
sand. I SM [ 1 1 I 1 I 1 1
I I I I 1
.inckley: ! ! ! ! 1 ! ! ! ! I !
• I I ,
Z9A, H98, ngC, r r 1 I 1 1 , 11 1 1 1
-gD, HgE----------1 0-5 !Loawy sand------:SM, SP-SM:A-1, 1 0-20 :65-95 165-65 130-65 :10-25 ! --- I NP
1 i i I A-2 ! ! 1 i ! ! I
1 5-141.3ravelly loamy :SM, GM, IA-1 , A-2! 0-20 :75-95 :65•-65 :20-70 I10-35 ! --- 1 NP
! 1 sand, gravelly ! GP-GM, ! ! ! ! ! ! ! !
! 1 ;aamy coarse ! SF-SM 1 1 1 ! 1 1 ! I
1 1 sand. ! ! 1 I 1 1 I !
114-6015tratified 1SP, SM, !A-1; A-211 0-45 '60-75 130-55 :25-45 ! 2-35 1 --- ! NP
1
1 I gravely loamy I GP
1 I I I 1 + I I I
' ' fine sand to ! ! ! ! ! 1 !
I 1 1 1
! 1 very cobbly ! ! ! ! ! 1 ! ! !
1 ,1
, coarse sand. 1 1 1 t I 1 I 1 1
1 1 r I 1 1 I 1 I ! I
�lyoke: 1 I 1. 1 I 1 I I 1 1 I
Hob, hoC----------! 0-4 ltiery fine sandy lML, SM, IA-4, A-21 0-10 175-95 155-90 145-65 125-75 1 <25 1 NP-5
! ! loan.. 1 CL-ML ! ! ! ! ! ! ! !
1 4-121,Si7t loam, very 1ML, 5M !A-4, A-2: 0-10 :75-95 155-90 :45-65 !25-75 1 <25 1 NP-3
! 1 fine sandy I I ! ! ! ! ! ! !
! 1 l oar... ! 1 1 ! 1 1 ! 1 !
!
1 12 If;nweatnered
1 1 bedrock. ! 1 I I I ! 1 ! I
1 ! 1 1 1 l 1
R rC: 1 1 1 1 ! I 1 I 1 I 1
Holyoke part----! U-Lr :Very fine sandy IML, Sh, !A-4, A-21 0-10 :75-95 155-90 145-b5 125-75 1 <25 1 NP-5
! 1 load. ! CL-ML ! 1 ! ! I ! I !
: 4-121S;lt loam, very :ML, SM IA-4, A-21 0-10 175-95 155-90 145-85 125-75 1 <25 1 NP-3
' fi
ne sand
1 r Y
! ! loam. ! 1 ! ! ! 1 ! ! I
1
12 !Unweathered
i ! bedrock. ! ! ! ! ! ! ! I I
! ! ! 1 ! 1 ! ! ! !
Rock outcrop
part. ! ! ! ! ! ! ! 1 ! ! I
See footnote at end of table.
a
1
190 SOIL SURVEY
' TABLE 15.--PHYSICAL AND CHEMICAL PROPERTIES OF SOILS--Continued
J 1 Available= 1 Shrink- I Risk of corrosion__ ) Erosion
Soil name and j Depthl Permea- water J Soil I swell ( Uncoated I I factors
map symbol I 1 bility ; capacity : reaction j potentiall steel I Concrete i K I T
1 3'1 i n/hr 1In/in 1 PH IJ
Deerfield: j : J 1 11J J J J
De----------------1 0-10 1 2.0-20 10.07-0.15 1 4.5-6.0 jLow-------!Low-------=Moderate 1 0.17 1 5
110-25 1 6.0-20.0 10.01-0.13 1 4.5-6.0 .Low-------!Low-------!Moderate 1 0.17 J
125-60 1 >20.0 10.02-0.08 1 4.5-6.0 !Low-------JLow-------(Moderate 1 0.15 1
1 1 J 1 i i I
Eldridge;
1
EdB---------------: 0-10 : 6.0-20 10.07-0.16 1 5.1-6.5 .Low-------:Moderate IModerate 1 0.32 1 3
11Q-27 : 6.0-20 10.04-0.11 1 5.1-6.5 :Low-------IModerate :Moderate j 0.32 !
127-60 : 0.2-0.6 ;0.18-0.30 1 5.1-7.3 :Low-------:Moderate :Low-------: 0.43 1
Enfield: J
EnA, EnB, EnC-----1 0-6 1 0.5-2.0 10.17-0.26 1 4.5-6.0 ;Low-------!Low-------;Moderate : 0.49 : 3
16-25 : 0.5-2.0 10.14-0.26 : 4.5-5.5 !Low-------!Low-------!Moderate 1 0.64 1
125-60 : >20 10.01-0.06 1 4.5-5.; :Low-------!Low-------!Moderate : 0.17 1
I '
inosburE:
c.G+2C :0.67-0.1 ! 4.5-c.? ;Low-------:;;fah --!Mloderate i 0.32 1
; i0+26 ; -• -2G ;O.G4-O.Oa ! c•- _ : o --+----:Hi6a------1Moderate 1 0.32 J
:Lot:
-------.y_6n------;Low-------
:
1 I f 1 l 1 I 1
1 ! ! 1 I I 1 I 1
G:oucester:
1 1
Gfb---------------i G-� : -. -2C� :0.1C-G.15 1 u.5-- .5 :Lo:---••.•__:LDw"--+++.•_ri11p5 ++-_-r C.17 1 3
. -cC 10.1G- .15 : 4. : Cw :LGK--------h_g�•------! C.17 !
]- 0 :
5.1- !Low-------;Low-------:;44rn------_ :
1 r 1 ! I 1 I 1 1
u r . r 13 1 4.5-P :Low-------:Low-------;h ------; 0.17 ! 3
.Lcw-------:Low-------:a_Er------1 G.17 1
.'•/ 0.G1-G. ! 'r.. :LOw-------;Low-------!Hiz:.------. C.17 :
�
;Lc. -_+_+-;Low-------ihi6n------1 0.17
:
I 3-'1 1 -Gli 1.7.1U'-r.'.la ! 1.. I..C.w-__---+I Law_+----+I:1�E,f---__-i .17 1
ill-ED ; 6.v+C1 :O.U}+G.10 ! 4.�-..� :Lc?w-------:Low-------:NiE'------i C.17 :
1 1 1
1 I 1 1 I 1 1 1 1
Had:ey:
Ha, HbA, HGn------1 0-12 ; C' 6-2.0 10.15-0.25 : 4.5-7 :Low-------:Low•-------:moaerate : G.49 i 3
-0.0 :0.17-0.26 ; 4.5-7.3 :Law-------;Low+++++__.Moderate : 0.4i
0.b-_.0 10.10-0.20 : 5.5-7.Z ;Low-------:Lou-------lKocerate : 0.4Y :
I 1 I I t r
Hinck:ey:
HgA', 'gcl
HgD, ng£----------; 0-5 ; e.0-20 :0.07-0.13 : 3.6-t.J 'Low---------Low-------Ih,grl------1 0.17 I 3
-- 5-14 . 0.0-24 1.0.01-0.11 : 3.o-t.l '1Low---------Low---------H=g -------- 0.17 li
114-60 ; >20 10.01-C'.G6 ! Igo"a !Low lhic;n+-----1 0.15 ,
1 1..
1 1 1 I 1 1 I 1 I
HoyouRe:
nob, hoC----------1 G-4 . C o-2.0 10.12-0.20 1 4.5-e.0 :Low-------!Low-------1Hign------: 0.24 2
: 4-72 ; G.6-2.0 :0.11-0.22 1 4.5-5.5 ;Low-------!Low-------thigh------. 0.43 ;
1 4 1 1 __+-_____I----------I-------+ 1 1
r:o7yoke part------ 0-4 1 0.6-2.0 110.12-0.20 1 4.5-;�.G !Low-------!Low-------1hign------t 0.24 1 2
: 4-12 1 0.6-2.0 ;0.11-0.22 : 4.5-5.5 ;Low-------:Low-------;Hign------1 0.43 ;
I 12 1 +++ i --- 1 --- '----------1--------`-I 1 !
1 I 1 , I 1 1 - I _
flock outcrop
art.
p 1 1 I I I 1 1 1 1
Limerick:
Lk----------------1 0-12 1 G.6-2.0 10.18-0.25 1 5.6-7.3 !Low-------:High------:Low-------1 0.20 ; 3
-- 12-24 ; 0.6-2.0 '0.18-0.25 1 5.6-7.3 :Low-------(High------.Low--------- 0.20 :
124-60 ; 0.6-2.0 10.18-0.25 ! 5.6-7.3 !Low-------Nigh------!Low-------: 0:20 ;
: 1 1 : 1 1
See footnote at end of table.
a
4135622091
4135622091 Op, BEAN INC. 794 P01 MAY 05 100 09:56
D. L. BEAN, INC. LAND CONSULTANTS
413-562-7566
Forty School :'ltreet Fax # 413-562-2091 SURVEYORS
Westfield, Mass. 01485 ENGINEERS
TELECOPY COVER SHEET
TO: .r h. � � � 'r[� DATE. tS _S— Co
TIME: )6 M j PM EST
TELECOPY NUMBER: { )
FROM: C- TOTAL NO,
PAGES: 2-
(including cover sheet)
RE:
REMARKS:
x>
Cn
c..3
+4 *******M *#i***Y*a *MM�#***kkkkk#M*#****#�**#M***s***Rw►#***+k**t*i*s**�***�*k*lcle+µk:l�**L���,**M***�%*MM+4
IF YOU DO NOT -RECEIVE ALL OF THE PAGES, PLEASE CALL
AT (41 t) 562-7566 AS SOON AS POSSIBLE.
THE FOLLOWING IS FOR YOUR INFORMATION IN TRANSMITTING TO US:
FAX X� NO. MODEL
(413) 562-2091 TOSHIBA TF-211
41356220,31 B.L. BEAN INC. 794 P02 MAY 05 '00 09:56
D. L. BEAN, INC. -- LAND CONSULTANTS
413-562-7566
Forty School Street Fax # 413-562-2091 SURVEYORS
Westfield, Mass. 01085 May 5, 2000 ENGINEERS
j
-t Z
I>r-
Charles Calabrese, Chairman
Agawam Planning Board -o
36 Main Street40,
Agawam, MA 01001
RE: "Rivers Edge Estates" - Barney Street c-n `T
Dear Board Members:
On behalf of our client, Richard Langone, I am requesting a 30
day extension on the above project .
Since ;l.y,
D. L Sean, In
Marc iE Phute, Senior vice President
MES/ssc
D. L. BEAN, INC� 0. '�='
1a44lg� p 4 0 ° u� omm
Land Consultants
Forty School Street
WESTFIELD, MASSACHUSETTS 01085
DATE J08 NO,
May 1 2000
(413) 562-7566
ATTENTION
FAX (413) 562-2091 Deborah Dachos own Planner
RE:
TO Agawam Planning Board "Rivers Edge Estates"
36 Main Street
Barne Street
Agawam, MA 01001
WE ARE SENDING YOU (N Attached ❑ Under separate cover via the following items:
❑ Shop drawings IN Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter E3 Change order ❑
COPIES DATE NO. DESCRIPTION
r
2 5—Tv-60 4 Blue Line Set of Definitive Plans "Rivers Edge Estates"
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
>
0 For review and comment ❑
❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS Debbie: These plans have been modified to address the Comments issued by- the -
Engineering Department. I have also revised the landscaping per the Planning Boards
request. If you have any questions please feel free to contact me at your convenience
SirjejeW,
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at once.Mare E. Shute, Sr. V. President
MEMO
TO: Engineering Department
FROM: Planning Board
DATE: May 1, 2000
SUBJECT: Revised Definitive Plan - Rivers Edge Estates - Barney Street - Langone
Please review and comment on the attached revised Definitive Plan for River's Edge Estates prior
to the Board's May 4' meeting, if possible.
Thank you.
DSD:prk
F
D. Dachos Date_ February _10— 2Q00
1/31/0 0 Dist. Date 1/31/00
oard Public Hearing Date2/17/00 Date for Final Action April 30 , 2000
OFFICE OF PLANNING & COMMUNITY DEVELOPMENT
DEFINITIVE PLAN REVIEW
Name of Subdivision_ River ' s Edge Estates _
Location northwesterly end of Barney Street
Name of Owner Richard Langone
Address 61 Mark Drive , Agawam Telephone#
Name of Applicant
Address Telephone#
Engineer D. L. Bean , Inc.
Address 40 School St . , Westfield Telephone# 562-7566
1. Preliminary Plan Approved July 2 2 , 19 9 9 9
if. Definitive Plan conforms with zoning regulations
III. Notice filed with the Town Clerk (date)
IV. Filingfee $390 .00
V. Contents of Application:
A. Statement of Interest in land O. K.
B. Attested copy of deed O.K.
C. Updated Environmental Study Comment
See attached comments .
D. Final Plans
1. Title Sheet ( V = 1200' ) O.K.
2. Lot survey with road layout and lot lines O.K.
a. Subdivision name, boundaries, north point, date and scale O. K.
d
b. Name and address of record owner, subdivider, and engineer or
surveyor with stamp 0.K.
c. Abutters as found on recent tax list 0.K.
d. Existing and proposed lines of streets, ways, lots, easements, and public
common areas, new street names 0.K.
e. Sufficient data to determine the location, direction and length of every
street 0.K.
f. Location, names, and widths of streets bounding subdivision 0.K.
g. Signature block 0.K.
3. Topo sheet at 2' intervals, spot elevations, center line for road, spot
elevations for septic systems, location of building and final grade 0.K.
4. Road layout and profiles (utilities and curb cuts) see Engineering
comments .
5. Detail sheets See Engineering comments .
E. Time development sequence Not provided.
1. Town utilities and services Not provided.
2. Sale price and square footage Not provided .
F. Soil borings See waiver requests .
G. Perc Test
H. Two (2) sets of originals/five (S) sets of copies
1. Number and type of requested waivers see attached .
Ali
I
' I
II
IV
' III I
�! I
�t
,ti
CQMMENIES
Engineering/DPW
Board of Health
Other
In'
LIST OF REQUESTED WAIVERS
1) . Waive Section 159 - 8 E. ( 1) to allow the street to be 821+/-long.
2 ) . Waive Section 159-31c. to allow a 10 ' wide buffer strip on south
and west sides of the proposed submission.
3) . Waive Section 159-7.c.8(a) to require test borings. Soil Maps
indicate Agawam, Hadley.
i
i
,i
TOWN OF AGAWAM
INTEROFFICE -
....
MEMORANDUM ED�Py
Th: Planning Board
CC: John P. Stone, D.L. Bean, Inc., File
From: Engineering
Date: May 4, 2000
Subject: Definitive Plan - River Edge Estates - Barney Street - Langone
Per your request dated May 1, 2000 we reviewed the Definitive Subdivision Plan entitled,
" Definitive, Subdivision of Property, Agawam, Massachusetts, for Richard Langone, by D.L.
Bean, Inc., dated January 28, 2000, revised May 1, 2000, Scale 1" =40'. " We have the following
comments:
1.) A disk of the entire subdivision should be submitted showing that the subdivision has been
tied into the Town's coordinate system.
2.) We recommend that the depth and location of the existing water main in Alhambra Circle
North be verified before any construction is started which might be affected by such
information. Any necessary modification should then be implemented.
3.) In order to allow for the drainage of this subdivision to enter the system in Alhambra
Circle North, a drainage study would be required to see if this system (in Alhambra Cirlce
North) has the capacity for the additional flows being created. The study should consist
of analyzing the existing flow in the pipes until it reaches its outfall. A hydraulic gradient
should be determined for the entire reach if flows exceed just full capacity. The study
should be certified by a Massachusetts Professional Engineer. The calculations submitted
do show that the post conditions are less than pre conditions but the drainage entering
Alhambra Circle North should be considered as additional flow to this system. The
drainage system can only enter Alhambra Circle North under the direct approval of the
Department of Public Works. This subdivision should not be approved until drainage is
accepted by the Department of Public Works and at that time a Storm Drain Permit will
be approved (We have asked for this previously 3 times).
4.) If the proponent wishes to avoid a drain manhole at the low point, the low point in the
road, including the catch basins, should be moved westerly +I- 11 feet to accommodate
the proposed drain line running along the property line of lots 5 and 6 in a straight line.
M
If you have any questions please do not hesitate to contact our division.
Sincerely,
�t
James T. Daley, P.E. Van c annakis
Town Engineer Civil Engineer I
h:lengineerlsubdivllangone_7.wpd
D. L. BEAlf, INC. LAND 16NSULTANTS
413-562-7566
Forty School Street Fax # 413-562-2091 SURVEYORS
Westfield, Mass. 01085 April 20, 2000 ENGINEERS
Charles Calabrese, Chairman
Agawam Planning Board
36 Main Street
Agawam, MA 01001
RE: "Rivers Edge Estates" - Barney Street
Dear Board Members:
on behalf of our client, Richard Langone, I am requesting
a 2 week extension on the above project. We anticipate performing
deep hole soils observations within the next week.
Sincerely, //��
D. L. Bean, IKq
F i
9
David`. Bean, President
DLB/ssc
.,'�:.,• -•;:.: ..•ter
%Uki
�F* R 2 41pp�
D. L. BEAN [L[EV 1J D*O[� � �U Li (mo LJ mm
Land Consul n
Forty School Street
WESTFIELD, MASSACHUSETTS 01085
DATE JOB No.
(413) 562-7566 Aril 6 2000
FAX (413) 562.2091 ATTENTION
Deborah Dachos Town Planner
TO RE:
Agawam Planning Board "Rivers Edge Estates"
36 Main Street BarneyStreet
Agawam, MA 01001
WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items:
❑ Shop drawings ® Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
2 4rgv6o 4 Blue Line Set of Definitive Plans "Rivers Edge Estates"
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS Debbie: Per Planning Board request, I have changed the size and type of the
landscaping in the buffer area and have added a note on sheet #3 of 4 to address an
Engineering comment on the sanitary sewer laterals crossing the water main on lots #5
and #6.
Sincerely,
COPY TO
SIGNED:
!f enclosures are not as noted,kindly notify us at once. Marc E. Shute, Sr. V. President
r
n 1 , � •
TOWN OF AGAWAM
INTEROFFICE `
MEMORANDUM 0
To: Planning Board
CC: John P. Stone, D.L. Bean, Inc., File
From: Engineering
Date: March 27, 2000
Subject: Definitive Plan - River Edge Estates - Barney Street - Langone
Per your request dated January 31, 2000 we reviewed the Definitive Subdivision Plan
entitled, " Definitive, Subdivision of Property, Agawam, Massachusetts, for Richard Langone, by
D.L. Bean, Inc., dated January 28, 2000, revised March 13, 2000, Scale 1" =40'. " We have the
following comments:
L) Test borings will need to be implemented for this subdivision (information and location
included on the plans) to compare basement floor elevations to the ground water elevations
present on site.
2.) A disk of the entire subdivision should be submitted showing that the subdivision has been
tied into the Town's coordinate system.
3.) We recommend that the depth and location of the existing water main in Alhambra Circle
North be verified before any construction is started which might be affected by such
information. Any necessary modification should then be implemented.
4.) The sewer laterals for lots 5 and 6 will be required to be cast iron and encased in concrete
because they will cross above the proposed water main. A note should be included on the
plans to address this matter.
5.) In order to allow for the drainage of this subdivision to enter the system in Alhambra
Circle North, a drainage study would be required to see if this system (in Alhambra Cirlce
North) has the capacity for the additional flows being created. The calculations submitted
do show that the post conditions are less than pre conditions but the drainage entering
Alhambra Circle North should be considered as additional flow to this system. The
drainage system can only enter Alhambra Circle North under the direct approval of the
Department of Public Works. This subdivision should not be approved until drainage is
II
accepted by the Department of Public Works, at that time a Storm Drain Permit will be
approved.
6.) The Catch Basin Detail should include a view showing the rectangular base for clarity.
7.) The grading in the rear of lots 5 and 6 will cause ponding in the case of a 100 year storm.
An overflow pipe from the graded area in the rear of lots 5 and 6 to the catch basins in the
proposed roadway should be added (with an easement).
8.) Due to the location of the detention area, the houses on lots 1 and 2 should be raised
because of the ponding elevation (61.1') for the 100 year storm, which is above the
basement floor elevations for these lots.
If you have any questions please do not hesitate to contact our division.
Sincerely, Sincerely,
Zames T. Daley, P.E. Van oyannakis
Town Engineer Civil Engineer I
h:lengineerlsubdivVangone_6.wpd
it
D. L. BEAN, !,NLand Consulta
Forty School Street
WESTFIELD, MASSACHUSETTS 01085
DATE JOB NO.
(413) 562-7566 March 14 2000
ATTENTION
FAX (413) 562-2091 Deborah Dachos Town Planner
RE:
TO Agawam Planning Board "Rivers Edge Estates"
36 Main Street BarneyStreet
Agawam, MA 01001
WE ARE SENDING YOU IN Attached ❑ Under separate cover via the following items:
❑ Shop drawings IN Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES ggDATE NO. DESCRIPTION
2 3r1i-00 4 Blue Line Set of Definitive Plans "Rivers Edge Estates"
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
Nf For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
a
❑ For review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS Debbie: These Rlans have been modified to address the comments issued by the
Engineering Department. We have also modified all the lots to show new style houses
and grading around the same. If you have any questions, lease feel free to contact me
at your convenience.
Sin ely,
COPY TO
SIGNED:
Y enclosures are not as noted, kindly notify us at once. Marc E. S ute, Sr. V. President
MEMO
TO: Engineering Department
FROM: Planning Board
DATE: March 27, 2000
SUBJECT: Revised Plan - Rivers Edge Estates - Barney Street
Please review and comment on the attached revised plan for Barney Street prior to the Board's
April 6'h meeting.
Thank you.
DSD:prk
1
TowN OF AGAWAM
� 3
INTEROFFICE
��A�ED Mpy
MEMORANDUM
To: Planning Board
CC: John P. Stone, D.L. Bean, Inc., File
From: Engineering
Date: March 2, 2000
Subject: Definitive Plan - River Edge Estates - Barney Street - Langone
Per your request dated January 31, 2000 we reviewed the Definitive Subdivision Plan
entitled, " Definitive, Subdivision of Property, Agawam, Massachusetts, for Richard Langone, by
D.L. Bean, Inc., dated January 28, 2000, Scale 1" =40'. " We have the following comments:
L) Although the applicant is requesting a waiver to not require test borings, our division
suggests that test borings be implemented for this subdivision to compare basement floor
elevations to the ground water elevations present on site.
2.) A disk of the entire subdivision should be submitted showing that the subdivision has been
tied into the Town's coordinate system.
3.) A 4' fence (with 10' gate) will be required around the proposed detention area.
4.) We recommend that the depth and location of the existing water main in Alhambra Circle
North be verified before these plans are approved. The drainage system for this
subdivision may have to be altered depending on the depth of the existing water main. The
proposed roadway may have to be raised (depending on the drainage) for adequate cover
over the drain pipes.
5.) The sewer laterals for lots 5 and 6 will be required to be cast iron (encased in concrete) if
they cross above the proposed water main.
6.) The proposed waterline should be shown on the profile.
7.) In order to allow for the drainage of this subdivision to enter the system in Alhambra
Circle North, a drainage study would be required to see if this system (in Alhambra Cirlce
North) has the capacity for the additional flows being created. The calculations submitted
do show that the post conditions are less than pre conditions but the drainage entering
Alhambra Circle North should be considered as additional flow to this system. The
drainage system can only enter Alhambra Circle North under the direct approval of the
Department of Public Works. This subdivision should not be approved until drainage is
accepted by the Department of Public Works. On the Catch Basin Detail add a view
showing rectangular base for clarity.
8.) The grading in the rear of lots 5 and 6 will cause ponding in the case of.a 100 year storm.
An overflow pipe from the graded area in the rear of lots 5 and 6 to the catch basins in the
proposed roadway should be added (with an easement).
9.) Due to the location of the detention area, the houses on lots 1 and 2 should be raised
because of the ponding elevation (61.1') for the 100 year storm, which is above the
basement floor elevations for these lots.
If you have any questions please do not hesitate to contact our division.
Sincerely, Sincerely,
.,
ames T. Daley, P.E. Va coyannakis
Town Engineer Civil Engineer I
h:lengineerlsubd Mla�one_3.wpd
D. L. BEAR, INC. LAND ONSULTANTS
413-562-7566
Forty School Street Fax # 413-562-2091 SURVEYORS
Westfield, Mass. 01085 March 2, 2000 ENGINEERS
Charles Calabrese, Chairman
Agawam Planning Board
36 Main Street
Agawam, MA 01001
RE: "Rivers Edge Estates" - Barney Street
Richard Langone - Owner Applicant
Dear Board Members:
On behalf of our client, Richard Langone, we are requesting
that the public hearing on the above referenced subdivision be
continued until the next meeting of the Board.
We are in the process of deciding the proposed size and style
of houses for the lots, and are still reviewing the landscaping
scheme for the buffer strips. we expect to have these items
finalized within a week for the Town Departments to review.
Thank you for your consideration of this request.
sinceAely,
D. jBean, In .
Marc . Shute, Senior Vice President
cc: Richard Langone - Property Owner
MES/ssc
D. L. BEAN, INC. io44* OIF w e limmumd
Land Consultants
Forty School Street
WESTFIELD, MASSACHUSETTS 01085
DATE Boa NO.
(413) 562.7566 March 1, 2000
FAX (413) 562-2091 ATTENTION
Deborah Dachos, Town Planner
RE:
TO —Agawam Planning Board "Rivers Edge Estates"
36 Main Street BarneyStreet
—Agawam,- MA 01001
WE ARE SENDING YOU M Attached ❑ Under separate cover via the following items:
❑ Shop drawings IN Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
2 3-1-00 4 Blue Line Set of Definitive Plans "Rivers Ede Estates"
1 3-1-00 1 Revised Waiver Request
THESE ARE TRANSMITTED as checked below:
KI For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS Debbie: These plans have been modified to address the comments issued by the
Engineering Department. Briefly, the changes are: New proposed houses on lot #1 — 2,
and 4, curb reveal to 6j", and per Planning Board reqeust have proposed a landscaping
scheme. If you have any questions please feel free to contact me at your convenience.
Sin
COPY TO
SIGNED:
IIf enclosures are not as noted, kindly notify us at once. Marc E. Shute, Sr. V. President
• •
List of Revised Requested Waivers
1 ) . Waive Section 159-8E. ( 1 ) to allow the street to be 804 +/-
long.
2) . Waive Section 159 - 31c. to allow a 15 ' wide buffer strip
abutting property on the north side of Alhambra Circle North
and a 10 , wide buffer abutting property at the southwest corner
of Barney Street.
MEMO
TO: Engineering Department
FROM: Planning Board
DATE: March 1, 2000
SUBJECT: Revised Plan - River's Edge Estates - Langone
Please review and comment on the attached revised plan for Langone on Barney Street prior to
the Board's March 2°d meeting.
Thank you.
CRC/DSD:prk
�o Town of Agawam
1 36 Main Street Agawam, Massachusetts 01001-1837
c�
,q� MPy�1 Tel, 413-786-0400 Fax. 413-786-9927 o G
o ,=
r
March 17, 2000 -4
LP `
Richard Langone
61 Mark Drive
Agawam, MA 01001
Dear Mr. Langone:
At its duly called meeting held on February 17, 2000, the Agawam Planning Board acted on the
waiver requests that were submitted on January 31, 2000 concerning the River's Edge Estates
Definitive Plan. The Board, in a 2-2 vote, denied the waiver request of Section 159-8E to allow
for a street length of 821'. The Board voted to waive section 159-31c which requires a 30' buffer
on all sides of the subdivision with the exception of the south side where there shall be a 15' buffer
which will be cleaned and re-established by the developer and shall be protected by a deed
covenant. The Board allowed the withdrawal of the third waiver request - Section 159-7.c.8(a)
which requires test borings.
At its duly called meeting held on March 16, 2000, the Agawam Planning Board voted to
reconsider the waiver requests and then tabled any action on to the April 6, 2000 meeting at the
request of your representative.
If you have any questions, please contact this office at 786-0400, extension 245.
Sincerely,
Charles R. Calabrese, Chairman
AGAWAM PLANNING BOARD
CRC/DSD:prk
cc: Town Clerk
Engineering
D.L. Bean, Inc.
File #8086
TOWN OF AGAWAM
LAW DEPARTMENT
36 MAIN y STREET,AGAWAM,MA.SSACHUSETTS 01001 TEL(413)786-0400,Ext.281 or 786-5400 J FAX(413)786-9927
��RA7� MP Thomas S. Locke Solicitor
LAW DEPARTMENT MEMORANDUM
Date: February 17, 2000
To: Town of Agawam Planning Board
cc: Deborah Dachos, Director of Planning and Development
From: Law Department
RE: RIVER'S EDGE ES
Please be advised that the Law Department received and reviewed an opinion from
Attomey Mitchell T. Allen pertaining to the 400' x 1' strip, which purportedly precludes
access to the proposed subdivision. Additionally, the Law Department has reviewed
the layouts as public ways of Bamey Street and Sterling Road, as well as copies of
deeds filed with the Hampden County Registry of Deeds.
After the above stated review, the Law Department has determined that any property
interest which there may have been in the 400' x 1' strip at Bamey Street and Sterling
Road, became part of Bamey Street and Sterling Road as public ways.
Please call with any questions.
1
r
TOWN OF AGAWAM
INTER FFICE
G z
MEMORANDUM
To: Planning Board
CC: John P. Stone, D.L. Bean, Inc., File
From: Engineering
Date: February 17, 2000
Subject: Definitive Plan - River Edge Estates - Barney Street - Langone 1
Per your request dated January 31, 2000 we reviewed the Definitive Subdivision Plan
entitled, " Definitive, Subdivision of Property, Agawam, Massachusetts, for Richard Langone, by
D.L. Bean, Inc., dated January 28, 2000, Scale 1" =40'. " We have the following comments:
1.) Although the applicant is requesting a waiver to not require test borings, our division
suggests that test borings be implemented for this subdivision to compare basement floor
elevations to the ground water elevations present on site.
2.) The following note should be added to the plan, " Developer must place bounds prior to
paving driveways wherever driveways surround any street bound and approved bound box
is to be placed with bound. "
3.). A disk of the entire subdivision should be submitted showing that the subdivision has been
tied into the Town's coordinate system.
4.) A 4' fence (with 10' gate) will be required around the proposed detention area.
5.) We recommend that the depth and location of the existing water main in Alhambra Circle
North be verified before these plans are approved. The drainage system for this
subdivision may have to be altered depending on the depth of the existing water main. The
proposed roadway may have to be raised (depending on the drainage) for adequate cover
over the drain pipes.
6.) The sewer lateral for lot 4 should enter downstream of the proposed sewer manhole. The
sewer laterals for lots 5 and 6 will be required to be cast iron (encased in concrete) if they
cross above the proposed water main. The correct minimum grade for the proposed'sewer
line (last run) should be 0.6%.
0 s
` 7.) The proposed waterline should be labeled 8" and shown on the profile. A proposed gate
valve should be included where the connection will be made to the existing water main in
Barney Street. The proposed gate valve for the proposed hydrant should be included on
the plans. The proposed water main should extend past the tee (for the hydrant) one length
of pipe (18') with a restrained cap. The water services for lots 3 and 4 should be tapped
at the end of proposed water main to eliminate stagnant water in the main.
8.) The Bituminous Concrete Curb Type 2 standard reveal is a 6 112". This should be
changed in the Bituminous Concrete Curb Type 2 Detail and the Driveway Detail.
9.) In order to allow for the drainage of this subdivision to enter the system in Alhambra
Circle North, a drainage study would be required to see if this system (in Alhambra Cirlce
North) has the capacity for the additional flows being created. The calculations submitted
do show that the post conditions are less than pre conditions but the drainage entering
Alhambra Circle North should be considered as additional flow to this system. The
drainage system can only enter Alhambra Circle North under the direct approval of the
Department of Public Works. This subdivision should not be approved until drainage is
accepted by the Department of Public Works. On Catch Basin Detail add a view showing
rectangular base for clarity.
10.) The grading in the rear of lots 5 and 6 will cause ponding in the case of a 100 year storm.
An overflow pipe from the graded area in the rear of lots 5 and 6 to the catch basins in the
proposed roadway should be added (with an easement).
11.) Due to the location of the detention area, the houses on lots 1 and 2 should be raised
because of the ponding elevation (61.1') for the 100 year storm, which is above the
basement floor elevations for these lots.
If you have any questions please do not hesitate to contact our division.
Sincerely, r Sincerely,
/J=esT. Daley, P.E. an Ka is
Town Engineer Civil ngineer I
h:lengineerlsubdMlangone 3.wpd
Town of AAWam
.y 36 Main Street -Agawam, :Massachusetts 01001-1837
c*
ID M Tel. 413-786-0400 Fax 413-786-9927
PLANNING BOARD
February 11, 2000
Attorney Thomas Locke
36 Main Street
Agawam, MA 01001
Dear Attorney Locke:
The Planning Board is in receipt of the Definitive Subdivision Plan for"River's Edge Estates",
Barney Street, by Langone Realty Corp. and has scheduled a public hearing for Thursday,
February 17, 2000. Please provide the Board with your legal opinion regarding the 400' long F
strip which exists prior to this hearing.
If you have any questions, please contact this office at 786-0400, extension 283.
Sincerely,
Charles R. Calabrese, Chairman
AGAWAM PLANNING BOARD
DSD:prk
9 r 0
'own o.f Agawam
36 Main Street Agawam, Massachusetts 01001-1.837
zc�
rED Mp Tei, 413-786-0400 Fax 413-786-9927
MEMO
TO: AGAWAM PLANNING BOARD
FROM: DEBORAH S. DACHOS, DIRECTOR
OFFICE OF PLANNING AND COMMUNITY DEVELOPMENT
SUBJECT: RIVERS EDGE ESTATES
DATE: FEBRUARY 14, 2000
The Planning Office has reviewed the Rivers Edge Estates Definitive Subdivision Plan. The applicant
has requested three (3) waivers. One of the waivers is to allow a 821' long dead-end street and
another is to decrease the buffer from 30' to 10'. In considering these waivers, I would request that
the Board consider the following elements of the plan.
Lots#1 and#2 are close to the minimum required in the Residence A-2 District, 15,386 and 15,025
sq.ft. respectively. Two thousand, two hundred and seventy-one (2,271) sq.ft. of each lot consists
of a detention basin. This basin is within 18' of the foundation on Lot #1 and 20' of the foundation
on Lot#2. A chainlink fence will encircle the detention basin. The house on Lot #2 is within 32' of
the rear property line to meet the setback requirements. The house on Lot #4 is 28' from the Route
57 right-of-way on one corner. Both Lots 5 and 6 have depressions in their rear yards which may
retain water.
As you are aware, in granting the waiver requests, the applicant must show how the requested
waivers are in the best interest of the Town. It is the Planning Department's recommendation that
the street be decreased in length, the number of lots be decreased thereby increasing their size and
that a realistic buffer be provided adjacent to the existing residences. In so doing, the interests of the
existing residents and the future home owners can be protected.
• r 0
town of Agawam
yy
ti�r M/
i
36 Main Street Agawam, Massachusetts 01001-1837
arEQ
Tel. 413-786-0400 Fax. 413-786-9927
PLANNING BOARD
February 8, 2000
Dear Abutter:
Lanonge Realty Corp. has submitted a Definitive Subdivision Plan to the Town of Agawam
entitled Rivers Edge Estates. The proposed subdivision will consist of the creation of six (6) lots
to be located at the end of Barney Street.
The Assessors Office lists you as an abutter and therefore must be notified of the upcoming public
hearing. The Planning Board will be holding a public hearing on this Plan at 7:00 PM, Thursday,
February 17, 2000, in the Faolin Peirce Community Room, Agawam Police Station, 681
Springfield Street, Feeding Hills. You are encouraged to attend and comment.
Sincerely, 152
Charles R. Calabrese, Chairman
AGAWAM PLANNING BOARD
CRCIDSD:prk
i •eer. �aees ' Use template for 5162°
r
Anthony& Rose Manua Ronald, Barry & Carolyn Telford
59 Barney Street 55 Barney Street
Agawam, MA 01001 Agawam, MA 01001
Christopher& Claire Counos James& Geraldine Fogg
49 Barney Street 45 Barney Street
Agawam, MA 01001 Agawam, MA 01001
Steven & Diane Palazzi Frederick& Diane Jeserski
35 Barney Street 1629 Suffield Street
Agawam, MA 01001 Agawam, MA 01001
Peter& Maureen Hoffman Cynthia Hutcheson
16 White Birch Terrace 90 Alhambra Circle North
Feeding Hills, MA 01030 Agawam, MA 01001
Huey& Shirley Plyler Richard& Florence Howe
86 Alhambra Circle North 80 Alhambra Circle north
Agawam, MA 01001 Agawam, MA 01001
Denise Bickel
96 Glenwood Street Leo & Sandra Boucher
Ludlow, MA 01056 52 Alhambra Circle North
Agawam, MA 01001
Joel Cummings & Betty Bolton John & Eileen Field
58 Alhambra Circle North 62 Alhambra Circle North
Agawam, MA 01001 Agawam. MA 01001
OAVIERYO Address Labels Laser 51620
slags] ssaippd 9A&J3Ad ®U
0
Marion Brindle Michael & Christine Mangano
48 Barney Street 38 Barney Street
Agawam, MA 01001 Agawam, MA 01001
David Preston Matthew J. Bengle
1159 River Road 31 Sterling Road
Agawam, MA 01001 Agawam, MA 01001
4
Kerry Frechette Joanne CIeveland
37 Sterling Road 43 Sterling Road
Agawam, MA 01001 Agawam, MA 01001
John Scibelli Virgil & Sara Britt
26 Sterling Road 31 Alhambra Circle North
Agawam, MA 0 100 1 Agawam, MA 0 100 1
Charles& Donna Johnson Mark& Maria Graveline
37 Alhambra Circle North 43 Alhambra Circle North
Agawam, MA 0 100 1 Agawam, MA 01001
Cheryl Fennyery Harry& Beverly Fiedler
49 Alhambra Circle North 53 Alhambra Circle North
Agawam, MA 01001 Agawam, MA 0 100 1
Douglas& Katherine Chevalier Mary R. Parkman
59 Alhambra Circle North 63 Alhambra Circle North
Agawam, MA 01001 Agawam. MA 01001
OZ91:S aoj apidwal asn wlslaays Paaj 410ows
; slage1 ssaappb ®AU3AH D�
Marie Grady Michael & Nancy Doura
69 Alhambra Circle North 75 Alhambra Circle North
Agawam, MA 0 100 1 Agawam, MA 0I001
Rhea R. Tourville James& Martha DeFilippi
79 Alhambra Circle North 85 Alhambra Circle North
-Agawam, MA 0I001 Agawam, MA 01001
Manuel & Raquel Gomez Richard & Mary Howe
86 Alhambra Circle South 80 Alhambra Circle South
Agawam, Ma 0 100 1 Agawam, MA 01001
Bradley& Rebecca Heinbokel James& Mary Ann Fedier
74 Alhambra Circle South 70 Alhambra Circle South
Agawam, MA 01001 Agawam, Ma 01001
Joseph& Margaret Pappaceno Virginia Donnelly
P.O. Box 241 60 Alhambra Circle South
Agawam, MA 01001-0241 Agawam, Ma 01001
Christopher& Michelle Craig Joan Keats
54 Alhambra Circle South 455 Corey Street
Agawam, MA 01001 Agawam, MA 01001
Susan Pisano Massachusetts Highway Department
78 Sylvan Lane Ten Park Plaza
Feeding Hills, MA 01030 Boston, MA 02116-3973
OZ91:S loj aleldwaa asp WlsaaayS paaj 410OWS
easel slagej ssalppb ®AU3AH
Joseph& Mary Dalmolin John Korvek
64 Barney Street 36 North Alhambra Circle
Agawam, MA 01001 Agawam, MA 01001
®Z9tS lol aleldwal asn wlSlaa4S PaaA 410OWS
January 31 , 2000
No............................... • ..........................................................19............
To the Departmental Officer making the Payment:
Received of.................D'i„ Beat'' Inc' ,the sum of
....................................................................................................................................................
Three hundred ninety and 00/00
...................................................................................................................................................................................................................................•-----..................... Dollars,
Def. Plan Filing Fee
forthe...................... ..... ........ending ................................................................................................................................for
collections as per schedule of this date,filed in my office
................ ...... . ..................... .......................
r
Town of .A. -awam
y 36 Main Street -Agawam, .Massachusetts 01001-1837
yt,
Ma Tel.. 413-786-0400 Fax 413-786-9927
MEMO
TO: Engineering Dept., Building Inspector, Health Depart
FROM: Planning Board
DATE: January 31, 2000
SUBJECT: Definitive Plan- Rivers Edge Estates -Barney Street - Langone
Please review and comment on the Rivers Edge Estates Definitive Plan prior to the Board's
February 17' meeting.
Thank you.
` DSD:prk
• r
Town of Agawam
.
y
36 Main Street Agawam, .Massachusetts 01001-1837
ar1a Tel. 413-786-0400 Fax 413-786-992,7
MEMO
TO: Engineering Dept., Building Inspector, Health Department
FROM: Planning Board
DATE: January 31, 2000
SUBJECT: Definitive Plan - Rivers Edge Estates - Barney Street - Langone
Please review and comment on the Rivers Edge Estates Definitive Plan prior to the Board's
February 17' meeting.
Thank you.
DSD:prk
t
F
by
R
AGAWAM PLANNING BOARD
1
The Agawam Planning Board will hold a public hearing on Thursday, February 17, 2000 at 7:00
PM in the Faolin Peirce Community Room, Agawam Police Station, 681 Springfield Street,
Feeding Hills, MA. The purpose of this hearing will be to hear the petition of Langone Realty
Corp. for a Definitive Subdivision Plan of Rivers Edge Estates, a proposed six (6) lot subdivision
to be located on approximately 3.5 acres at the end of Barney Street.
Per order of Charles R. Calabrese, Chairman
AGAWAM PLANNING BOARD
To be run 2/3 & 2/17/00.
LEGAL NOTICE $�(� LEGAL NOTICE
TOWN OF AGAWAM
AGAWAM PLANNING BOARD
The Agawam Planning Board will hold a public
hearing on Thursday, February 17,2000 at 7:00 PM
in the Faolin Peirce Community Room, Agswam
Police Station, 681 Springf laid Street. Xaeding
Hills, MA. The purpose of this hearing will be to i
hear the petition of Langone Realty Corp. for a i
Deffinitig ubdivision Plan -of—Riversw-Edgg�0 1
Estates, a proposed six (8) lot subdivision to be
located on approximately 3.5 acres at the end of i
Barney Street.
Per order of Charles R. Calabrese, Chairman
AGAWAM PLANNING BOARD
Published: February ro, 666
L.
D. BEAN, INC.
Land Consultants
Forty School Street
WESTFIELD, MASSACHUSETTS 01085
DATE JOB NO.
(413) 562.7566 Januarx 31, 2000
FAX (413) 562-2091 ATTENTION
James Dale , Town Engineer
RE:
TO Agawam Engineering Department "Rivers Ede Estates"
36 Main Street BarneyStreet - Subdivision
for Richard Langone
A awam MA 01001
WE ARE SENDING YOU IN Attached ❑ Under separate cover via the following items:
❑ Shop drawings IN Prints ❑ Plans ❑ Samples ❑ Specifications
Copy of letter ❑ Change order ® Drainage Calculations
COPIES DATE NO. DESCRIPTION
1 1-28-00 4 Definitive Set of Plans - "Rivers Ede Estates"
1 Jan. 2000 35 Storm Drain-Analysis & Design
1 1 1-28-00 10 Definitive Application with Storm Permit-Application
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
CX For review and comment ❑
❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS Jim: If you have any questions or concerns, please call us. .Thank you,
S cerely,
COPY TO Planning Department
Richard Langone
SIGNED:
1f enclosures are not as noted,kindly notify us at once. Davi Bean, President
D. L. BEAN, INC. LAND CONSULTANTS
413-562-7566
Fa
Forty School Street .
Fax # 413-562-2091 SURVEYORS
Westfield, Mass. 01085 January 28, 2000 ENGINEERS
C> ,
Charles Calabrese, Chairman
Agawam Planning Board
36 Main Street
Agawam, MA 01001 1
c�
RE; Definitive Subdivision - Barney Street -�
"Rivers Edge Estates"
Dear Board Members:
Enclosed please find information pertinent to the above
submittal .
1. Letter of Intent to City Clerk.
2. Form "B" Application for definitive subdivision plan and
attached description.
3. Filing fee $390.00 D.L. Bean, Inc. check #5249
4. Request for waivers of the Subdivision Regulations
5 . Statement of Interest.
6 . Attested copy of deed.
7 . Environmental Study.
8 . Storm Drain Permit Application
9 . 5 sets of Blue Line Prints of Definitive plan.
This information is submitted on behalf of our client Langone
Realty Corp. We would appreciate the opportunity to present this
proposal at the Boards earliest convenience. Thank you.
Sinc ly,
D. L B AN, INC.
Marc/E. Shute, eni r Vice President
Enclosures
MES/ssc
D. L. BEAN, INC. LAND CONSULTANTS
413-562-7566
Forty School Street Fax #413-562-2091 SURVEYORS
Westfield, MASS. 01085 January 28, 2000 ENGINEERS
Clerk's Office
36 Main Street
Agawam, MA 01001
Dear Clerk,
This is to serve notice that on this date we have filed a
Definitive Subdivision Plan with the Planning Board.
Enclosed is a Form "B" Application with pertinent details of
'location and owner.
Sin ely,
D. ean, V
Mar E. Shute, Senio vice President
Enclosure
DLB/ssc
FORM "8"
APPLICATION FOR APPROVAL
OF DEFINITIVE PLAN
FILE ONE COMPLETED FORM WITH THE PLANNING BOARD AND A COPY WITH
THE TOWN CLERK IN ACCORDANCE WITH REQUIREMENTS OF SECTION III-B
AGAWAM January i28, 2000
To the Planning Board:
The undersigned herewith submits the accompanying Definitive Plan of
property located in the Town of Agawam for approval as a subdivision under the
requirements of the Subdivision Control Law and the Rules and Regulations
Governing the Subdivision of Land of the Planning Board in the Town of Agawam.
1. Name of Applicant. . . Richard Langone. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Address'. ,61. Mark Drive :.Agawam: MA . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . .
2 . Name of Engineer or Surveyor. . . D;L. Aean: .Inc.. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Address. . . . School.Street. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
3 . Deed of Property Recorded in. . . . . . Hampden.County. . . . . , . . . .Registry. . . . . . . .
Book. . . . . .. . . . . . MV. . . . . . . . . . . . . . . . . . . . Page. . . . . . . . . . .14b.147. . . . . . . . . . .
4. Location and Description of Property: (Attached' sheet) . o
ca
5 . A list of the documents included in this application shall acco�any -
notice to the Town Clerk. = �'
CJ ,..i-
Documents required to be submitted with this notice:
a. Notarized statement of interest in the land. " ' 1"
b. Environmental study. r=
c. Plans and specifications. -4
d. Statement of time-development sequence.
e. Plan of sequence of development.
f. Town-Development relationship study.
g. Reports of test borings, etc.
Your attention is directed to Section III, B. 8 of the Subdivision Rules and
Regulations requiring the posting of a bond or recording of a covenant BEFORE
approval can be given.
r n
Signature of owner. . . . . . . �.+. . ., ..�. .
Address. . . . . . . . . .ark AY?, Agawam,
. . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . .
Supplement Sheet - Definitive Subdivision Form "B114.
Location: Property is located on the northwesterly end of Barney
Street about 500 feet northwesterly from it' s intersection with River
Road. Property contains approximately 3. 5 acres and is to be
subdivided into 6 building lots.
LIST OF REQUESTED WAIVERS
1) . Waive Section 159 - 8 E. ( 1) to allow the street to be 821+/-long.
2) . Waive Section 159-31c. to allow a 10 ' wide buffer strip on south
and west sides of the proposed submission.
3) . waive Section 159-7.c.8(a) to require test borings. Soil Maps
indicate Agawam, Hadley.
Agawam Planning Board
STATEMENT OF INTEREST
Date Januar 28 2000
The petitioner hereby certifies that he is the owner
of all lands contained Within the description of the
subject petition. Agawam Planning Hoard Case No. .
(Nam) /•�
LC 4
:(Address). [
1
COMMONWEALTH OF MASSACHUSETTS
HAMPDEN ss Date January 28, 2000
There personally appeared before me, on the above date,
Richard Langone to me known to be - the person
described in and Who executed the foregoing {document.
1 rim ti •.ir"�
My_Commission Expires April i3l 2001
�"° S,Notai�''Publ�c
' My commission expires O''
1JJ?1J
r
r4
' ►'1
SC'RIVENERgS AFFIDAVIT !F
)(NOW AIJ, MEN HY THESE PRESENTS, that I, Gary P. Shannon, Attorney
at I.aw, with a unual place of business at 1 Monarch Place, Spring-
field, 11aml3don CounLy,MassachusoLtR, do hereby depose and say
s�
under the pains and penalties of perjury, that a deed dated +�-�-777
rabr.uary 2G, 1999, in which Langone Plumbing and Heating Supply,
Inc. was Uhc Grantor, and Langone Renity Corp. was the Grantee,
was recorded in the Hampden County Registry of Deeds as Document
No. 19200, at Hook 30G79, Parse 391, on March 9, 1999.
In the witness paragraph and notary paragraph of said deed the
President/Treasurer who signed on behalf of. f,angonc Plumbing and
cleating Supply, Inc. is written as Elise L. 1,angono and the sig-
nature is E1.1is I•. Langone, which is the correct spelling of her -
name. I hereby certify that said Itlise L. Langone as written in s
one and the sarac person as Ellis L. Langone, and her name was in-
correctly written an Elise I.. Langone. I hereby request the
Registrar of Doods for the County of Hampden to nlako a notation
on the snid deed above stated, referring to this scrivener's _
affidavit.
Witness my hand and seal this-L?—day of March, 1999.
GaSr�+ S Fannon, Esquire
Monarch Place T
ice+ Springfield, MA 01103
COMMONWEALTH or MASSACHUSETTS
Hamp(Ion, us. March f.), 2999
Then personally appeared the above-named Gary P. Shannon and -
made oath that the foregoing statement is true to the best of his -
knowledge and belief, before me ) 116I
(( OL-6106
�,ie.1 t:►>x4x4 5M oto y P. c
My commission expires r y��l Oqr
a
4
� l�
t.
RECORDED IN
RY OF DEEDS
BOOK
ATTEST; +
REGISTER
P4 - 3Sr/
�M.144CNVgrva gVtltLw+r ease■r GORsuaA�lt+w ItN011■►grlMl N•
+¢ HArApOEN COUH7Y
to MW AU DLitt' ItY Y711= 11IMSER S N[O I a T R Y OF D E E D ll
A1CL1Vta a aEs:aanto
(N %flat 1JIt1C M P!1)MI)1NG AN) MATING bUPPI,Y, 1NC.
a ootporal(on duly eslablished under 1?,e laws of Otsintunwealtit of Massochusetts
N L RL61/lIR
and llayitsg its usual place of business At 07 sluNpmkor lane, Mj.lwam,
P'f Muir-den County,Massachusetts
0
a for consideration paid, and In full considcsaliun of pee (�] ,u0) Do 1 jar
grants la LAND 1tEA1.'1Y Mut. DONALD E.ABRE,REAlMR
oof 61 Mark ;;favor Acjawtttn, MassaeltusctLs IIAlNPf1FM COUNTY IIEGI$TIdY Or-0lf0c
0 with qullflatut rouruauta
o >U1rl, tlt
A cort:ain estate oUttat.ed in Jvjawam, ilanIxlotl GburaL•y, MasnadtusetLa, aryl Lourded' and
Y doscribod as follows: (Msulpllaq"W rnnat6s!aatl,if u,]
m L)syinllflg at Ufa DlorUtnrly lire of SLerJirxl Roar] at: jls tormiltotion al Lho Easterly
lien of lore] ixm or formerly of 101Ui L. Allen luhnson, et: als., and running thence
SOMOterly aloaxj " aid of sterling Road and ]an) IIUw or fornerly of Trustees of Use
Kirk Laltds %rust, five loatxlred fifty atxl 70/1D0 (550.70) feet to lard formerly or
one hunt) Uiersoo WenL•erly along x>rid la►rl formerly of said llunt, six hurdred ninety-
cuto arad 70/10D (691.711) feet W land Lelieved now or formerly of Ingham; thence
NorUierly two hundred (200) feet to a pipe+ linos Ulettoe NorUteasterly along said
pipe lisao, six hutrh•ed fifty tizd 7.9/1(10 (650.29) root to the lastrl of ttte t]imnonwealUt
Of MassacrlruseLLsl an:1 00370u lioaterly, etc luurlrod twenty and 19/100 (120.19) feet'
to lho point of beginnitxj.
A portian.of which was taken by Clio Massaeliusetts Department of Public Works for a
state highway by deed recorded in Book 2595, Page 93.
MING Ute salvo pronises mnvoyod to grantor herein by deed of Francis M. Gbllins dated
November 13, 19D7 and recorded in ;lantpden omfity Registry of Aseds in Book 6683, Page 566.
This Lrfutafer does ttol oonsLiLuto a transfer of all or substantially all of the asseL:s
of Ialtyorte Pluttbing Arc] tloatbig Supply, Inc.
Y(l 1lIItllisifJi 101jerellf, thesaid 1ANC1pb- 11I11f+11J)NG AEU JILATJNG SUPPLY,•I?C.
li
Jigs caused its cor)wsate seal to be Leletu affixed and these presntts to be signed, acknowledged and delivered
N /� rn i
w In its name and belts;f by.
•its l�rfvS./PyutS horde duty authorized, ;his
1G
to day of A 67 in Itle year are tlwusaad nine hundecd and ninety-nitro
Signed and sealed in presetce of
.............f�f/E.•••�•• .... .......... ................................. ................................................
/ • I'Y �a.N 4..�l ... '�.l�G.�i+z_............................
(]file QIuuuuunatrall() of 119l4aaaslludeffa
Ilag:dene ss. // 14 -7 47 1999
IUD Pcrronr,lly appeared file+chore nalned j Gije
and acknowledged'the fotegoing Instrument to be the free act and deed of the Z4 '
before roc • '
• 4,contmiuiw repLn_.._....../�...J._7_-......-.w___w'S.�oe` f
GIAPTC>t aa3 SIIC.i AS AltrflN011D aY Ct1A1"1'L'a 4p7 OF a1t49
livery dyed pletenled for ra trd 16811 contain a have endo,+ed upon 11&t full name.Iteldtwe end pilaf olive addreu of the aranlre
rtrllJ of Ihi aaurslf d the fu'I rantldenllen%hostel 6 daLua ar!!tr alum of the nthn sawlderellaq Ibetefof.0 not dellrerrd fee a
tptdk+aastetaq con 'r'6,h4 4maideratko shall ham!hr asset licks,fa the totvtremt wM&A deduuloa for any liner or eneumbrs,ra t
+panted N the+tmltr or rrvnabtin dhrtenn, All 1,Ah eudarsemenl+and ttdub 8611 he eecssAvd as part of Iht dead.pallree la camply wad i
Ibu eerlloa,hall net+rtcrt Ihs■slur of any deed. No eegluer of detds(lull attrpt a deed for rtmiding unless a L M tomoleare with the
i
0,
r
t�,
EXISTING CONDITIONS:
This property shown on the Definitive Plan is at present
undeveloped. It is zoned RA-2 and residence B. The soil
conservation service map' s indicate a mixture of Hadley, Agawam and
Winooski soil at various slopes. The property located southerly and
easterly has been developed. Route #57 abuts the locus on the north
and west. Municipal water and sewer services are available to the
site from the northwesterly end of Barney Street. There is no
indication of historic nor archaeologic areas within this site.
PROPOSED DEVELOPMENT:
The proposal submitted herewith is to extend Barney Street
northwesterly into this 3 acre parcel. A small retention area with
an overflow is proposed to handle any on site roadway storm water.
The municipal sanitary sewer will be utilized for these new proposed
lots.
CONCERNS:
we have no major concerns on this site since the existing
grades are relatively flat and will require no significant changes
to accommodate these proposed lots.
CONCLUSIONS:
In conclusion, the proposal will allow dormant property to be
developed. The extension of the existing dead-end street will allow
for the design of a regulation turn-around of a 120 foot diameter
culldelsac. This will greatly enhance the existing cumbersome
maneuvering of vehicles within a 28 foot wide paved area. Once
within the site the grading will not affect the siting of single
family homes.
aTQl M I)SAINAUE PERMIT APITICAT10NS
To the Town of Agawam,Department of Public Works:
The undersigned being the Owner of the property located
(eg:Owner,Lessee,Tenant,Intended Purchaser,etc)
at the northwestern^end of Barney Street, being a residential subdivision entitled .
Ri rs Edde Estat
does hereby request a permit to_increase impervious cover on site and to co�gert f�f ,run--o
(eg:Connect to,Alter,Increase Runoff to,or increase Impervious Cover of an
and detain the excess volume in a detention area which discharges
area draining to)
a storm drain,water course,channel or detention facility at into an existing storm drain which
exists on Alhambra Circle North.
1. A plan of(lie property showing accurately all storm drains,water courses,channels or detention facilities
now existing is attached hereunto as Exhibit"A". (Submit in Duplicate)
2. Plans and specifications covering any work proposed,inciudin soil erosion and sedimentation control,to
be performed under this permit is attached hereunto as Exhibit '13". (Submit in Duplicate)
3. Calculations determining existing and proposed storm water runoff,capacity of existing facilities impacted
by the planned work and the design of detention facilities are attached hereunto as Exhibit"C". (Submit in
Duplicate)
4. The name and address of the engineer or firm who prepared(lie calculation,design plans and specifications
covered by this permit is:
D.L. Bean,
.Inc.
!^_ 40 School Street—We stfield, M
5. The.name and address of the person or firm who will perform the work covered by this permit is:
IN CONSIDERAT10I101'T111E GRANTING OF THIS P RMIT THE UNDERSIGNED AGREES:
I. To furnish any additional information relating to the installation of use of the storm drain for which(his
permit is sought as may be requested by the Superintendent.
2. To Accept and abide by all the provisions of Section 175-1 througli 175-59 inclusive of[lie Ordinances 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 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.
5. 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[lie Ordinance of the Town of Agawam.
6. To indemnify the Town from loss or damage(lint may directly or indirectly be occasioned by the
installation of the st drain and related facility or connection.
n ;
APPLICANT: DATE: 2 �S p 0
ADDRESS• ' 61 Mark Drive
Agawam, MA 01001
CONDITIONS OF PERMIT: _
APPLICATION APPROVED AND PERMIT GRANTED
PERMIT NO. DATE:
SIGNED:
SUPERINTENDENT
STORM DRAIN ANALYSIS & DESIGN
Agawam, Massachusetts
"RIVERS EDGE ESTATES"
for
Richard Langoni
January 2000
by:
D. L. Bean, Inc.
40 School Street
Westfield, MA 01085
I N D E X
Description Pages
SCS SOIL MAP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
TR-55 EXISTING RUN-OFF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
TR-55 PONDING DESIGN - LOT 6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
TR-55 PROPOSED RUN-OFF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
TR-55 EXISTING TO ALHAMBRA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
DETENTION BASIN DESIGN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
OUTLET & FAIL-SAVE DESIGN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
UH
too
Isl6bdJUH:.
�a• tirr WO
q�
■�'��•' i J,�^� .ti •j '� ~ ,,0.w �' �1�.�rf i-. .1�:r'.i.�• •',�ter:_• -
kk
WO i 'a l f
Lk
All
rI '
UK `�� ����` K Su
oil
LOCUS
ag8 -EnB
rT
Lk
Lk
Wo
j lti " R '� , •' Ole.
TER
7- -F rc Ub �.
Wo
VnB
.. -Y' �.3'a,[•.a.• -} •'JCc �h�. '�' �a . L� n'r•����':�j:v/1��1.�:k ..� •`' 7�.
Mr
141
16- 5C$
r� a SOILS MAP
-- +.: ..� N• {•::..-X 7Y. yLk-
_. Rivers Edge Estates,
,.% aa �t d Agawam tom,
i.Y.w1. �• l �' 1 ,.
TR-55
EXISTING RUN-OFF
For comparison
y�.e- G4. 4 '�P�C'�Olf�'/ ,G.Esasv►e..: rLr i'/Y/,t/f�5
17 G'OeF' _
►P
Euyf� � G
.9. MA.euC.9
44
hop
T Total Area
3. 50 Acres
I Es
00
�1z
W �
A
A``yy
EXISTING DRAINAGE AREA
FOR COMPARISON
"Rivers Edge Estates''
Agawam, MA
January 2000 1" = 50 '
n
RUNOFF CURVE NUMBER COMPUTATION Version 2.00
�oject LANGONI - BARNEY ST. , AGAWAM User: DLB Date: 12-31-99
runty HAMPDEN State: MA Checked: Date:
ibtitle: EXISTING CONDITIONS
kbarea : 3. 50
------------------------------------------------------------------------------
Hydrologic Soil Group
COVER DESCRIPTION A B C D
Acres (CN)
------------------------------------------------------------------------------
ILLY DEVELOPED URBAN AREAS (Veg Estab. )
)en space (Lawns,parks etc. )
Poor condition; grass cover < 50% 0. 36(68) 0. 17(79) - -
Good condition; grass cover > 75% - 0.24(61) -- -
PHER AGRICULTURAL LANDS
-ush - brush, weed, grass mix poor 1. 81(48) 0. 66(67) - -
fair 0 .05(35) 0. 10(56) - -
aods good 0. 11(30) - - -
ital Area (by Hydrologic Soil Group) 2.33 1. 17
-----------------------------------------------------------------------------
rBAREA: 3 . 50 TOTAL DRAINAGE AREA: 3.5 Acres WEIGHTED CURVE NUMBER: 56*
------------------------------------------------------------------------------
- Generated for use by GRAPHIC method
TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00
-oject LANGONI - BARNEY ST. , AGAWAM User: DLB Date: 12-31-99
)unty : HAMPDEN State: MA Checked: Date:
ibtitle: EXISTING CONDITIONS
------------------------------------------------------------------------------
.ow Type 2 year Length Slope Surface n Area Wp Velocity Time
rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr)
------------------------------------------------------------------------------
feet 3 120 0.005 H 0 . 745
callow Concent'd 50 0. 120 U 0.002
callow Concent'd 430 0. 186 U 0.017
Time of Concentration = 0.76*
---- Sheet Flow Surface Codes ---
A Smooth Surface F Grass, 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 2.00
oject : LANGONI - BARNEY ST. , AGAWAM User: DLB Date: 12-31-99
,unty : HAMPDEN State: MA Checked: Date:
lbtitle: EXISTING CONDITIONS
Data: Drainage Area 3. 5 * Acres
Runoff Curve Number 56 *
Time of Concentration: 0. 76 * Hours
Rainfall Type III
Pond and Swamp Area NONE
Storm Number 11 1 ; 2 ; 3 11 4 i 5 i 6 i 7 11
--------------------- ------ ------ ------ ------ ------ � -_---- I I
Frequency (yrs) ; 1 ; 2 5 ; 10 25 ; 50 { --100
24-Hr Rainfall (in) 2. 5 ; 3 4 ; 4.6 ; 5.3 ; 6 6.5
Ia/P Ratio i 0. 63 i 0.52 ; 0.39 0. 34 0. 30 i 0.26 i 0.24
I I I I I I i I
Used ; 0.50 0. 50 ; 0. 39 0.34 ; 0. 30 ; 0. 26 ; 0.24
I I I I I I I I
Runoff (in) ; 0. 10 0.22 ; 0. 57 i 0.84 1.20 ; 1. 60 1. 90
E I I I I 1 I I
Unit Peak Discharge 10. 259 10. 259 10. 365 10. 411 10. 447 10. 462 10. 471
(cfs/acre/in)
Pond and Swamp Factor; 1.00 i 1.00 ; 1.00 11 1.00 1 1.00 11 1.00 11 1.00 11
0.0% Ponds Used
---------------.w-___ I ---- ' ---- I -- --' ---- ' ---_ I ------ ---- '
Peak Discharge (cfs) ; 0 ; 0 ; 1 ; 1 ; 2 i 3 i 3
- Value(s) provided from TR-55 system routines
PEAK FLOWS (CFS) 0.73 1.21 1.88 3. 13
VOLUME (A.F.) 0.17 0.25 0.35 0.55
I
TR-55
PONDING DESIGN
For Lot f
rT k�e v.� i .�.Bo r�s�E.e. � -� �T.'FlE.t.o_ ' P�ot� � .s• ��--------
for
Area for
Detention �� 1
2.98 Acres
Ilk
W
is -
� i
cs
Area fo V.
r
yl Ponding = ,�
0 .52 Ac.
l
ct �Ap
PROPOSED DRAINAGE AREAS
FOR DESIGN
"Rivers Edge Estates"
4� Agawam, MA
January 2000 111 = 50 ,
RUNOFF CURVE NUMBER COMPUTATION Version 2.00
roject LANGONI - BARNEY ST. , AGAWAM User: DLB Date: 12-31-99
aunty HAMPDEN State: MA Checked: Date:
ubtitle: PROPOSED CONDITIONS - AREA II FOR PONDING
ibarea : 0.52
-------------------------------------------7----------------------------------
Hydrologic Soil Group
COVER DESCRIPTION A B C D
Acres (CN)
-------------------------------------------------------------------------------
ULLY DEVELOPED URBAN AREAS (Veg Estab. )
pen space (Lawns,parks etc. )
Good condition; grass cover > 75% 0.52(39) - -- -
otal Area (by Hydrologic Soil Group) .52
------------------------------------------------------------------------------
UBAREA: 0.52 TOTAL DRAINAGE AREA: .52 Acres WEIGHTED CURVE NUMBER: 39
TIME OF CONCENTRATION AND TRAVEL TIME Version 2 .00
oject : LANGONI -. BARNEY ST. , AGAWAM User: DLB Date: 12-31-99
unty : HAMPDEN State: MA Checked: Date:
btitle: PROPOSED CONDITIONS - AREA II FOR PONDING
-----------------------------------------------------------------------------
ow Type 2 year Length Slope Surface n Area Wp Velocity Time
rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr)
-----------------------------------------------------------------------------
eet 3 60 0.083 F 0. 092
allow Concent 'd 100 0.005 U 0.024
Time of Concentration = 0. 12*
--- Sheet Flow Surface Codes ---
A Smooth Surface F Grass, 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 2.00
oject : LANGONI - BARNEY ST. , AGAWAM User: DLB Date: 12-31-99
unty : HAMPDEN State: MA Checked: Date:
ibtitle: PROPOSED CONDITIONS - AREA II FOR PONDING
Data: Drainage Area .52 * Acres
Runoff Curve Number 40
Time of Concentration: 0. 12 * Hours
Rainfall Type III
Pond and Swamp Area NONE
Storm Number ; 1 i 2 ; 3 ; 4 ; 5 11 6 11 7 11
---------------------- ------i ------i ------ i ------i ------i ------
Frequency (yrs) 1 1 2 i 5 ; 10 ; 25 ; 50 ; 100 11
I r 1 r I I I I
k I I 1 I 1 I 1
24-Hr Rainfall (in) i 2.5 1 3 i 4 4.6 5. 3 6 6.5
Ia/P Ratio ; 1 . 20 11 1.00 0.75 1 0. 65 0 . 57 0.50 0. 46
• I I I I I I 1 I
Used 0.50 i 0.50 0.50 0 . 50 0.50 0,50 ; 0.46
I I I I 1 I I I
Runoff (in) ; 0.00 ; 0.00 ; 0.06 ; 0. 15 ; 0. 31 ; 0. 50 ; 0.66
I I I I I i I •I
I I 1 ! I I I I
Unit Peak Discharge 110. 426 : 0.426 10.426 10.426 10 . 426 : 0 .426 10.507
(cfs/acre/in) 1
Pond and Swamp Factor; 1.00 ; 1. 00 1 1.00 1 1. 00 ; 1. 00 ; 1. 00 ; 1. 00
0 .0% Ponds Used 1 11 i 11 i 11 1 11
--------------------- I ---- I ---- 1 ---- 1 ---- I ---- I ---- ---- 1
I I I I t I E E
Peak Discharge (cfs) ; 0 ; 0 ; 0 ; 0 ; 0 ; 0 ; 0
- Value(s) provided from TR-55 system routines
TOTAL VOLUME OF RUN-OFF (C.F.) 113 283 585 1,246
Proposed Ponding Area
Rear of Lot 6 - Contour 61
Total Area = 8,800 S.F. (in lot 6)
Volume of Run-Off vs. Area = Depth
5 yr. = 113 CF (8, 800) = 0.01 ,
10 yr. = 283 CF (8,800) = 0.031
25 yr. = 585 CF (8,800) = 0.07 '
100 yr. = 1, 246 CF (8, 800) = 0. 141 or < 2 inches
it
TR-55
PROP05ED RUN-OFF
for Design
RUNOFF CURVE NUMBER COMPUTATION Version 2.00
>ject : LANGONI - BARNEY ST. , AGAWAM User: DLB Date: 12-31-99
inty : HAMPDEN State: MA Checked: Date:
)title: PROPOSED CONDITIONS
)area : 2.98
-----------------------------------------------------------------------------
Hydrologic Soil Group
COVER DESCRIPTION A B C D
Acres (CN)
-----------------------------------------------------------------------------
ZY DEVELOPED URBAN AREAS (Veg Estab. )
�n space (Lawns,parks etc. )
;ood condition; grass cover > 75% 0. 98(39) 0 . 97(61) - -
pervious Areas
Paved parking lots, roofs, driveways 0. 59(98) 0. 10(98) - -
HER AGRICULTURAL LANDS
adow -cont. grass (non grazed) ---- 0.08(30) - -
ush - brush, weed, grass mix good 0.05(30) 0. 10(48) - -
ods good 0. 11(30) - - -
tal Area (by Hydrologic Soil Group) 1 . 81 1. 17
-----------------------------------------------------------------------------
BAREA: 2. 98 TOTAL DRAINAGE AREA: 2. 98 Acres WEIGHTED CURVE NUMBER: 59*
-----------------------------------------------------------------------------
- Generated for use by GRAPHIC method
TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00
oject LANGONI - BARNEY ST. , AGAWAM User: DLB Date: 12-31-99
aunty HAMPDEN State: MA Checked: Date:
3btitle: PROPOSED CONDITIONS
------------------------------------------------------------------------------
low Type 2 year Length Slope Surface n Area Wp Velocity Time
rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr)
-----------------------------------------------------------------------------
feet 3 120 0 .005 H 0. 745
,allow Concent 'd 280 0.032 U 0.027
callow Concent'd 170 0.012 U 0.027
,en Channel 120 1 0.033
Time of Concentration = 0.83*
--- Sheet Flow Surface Codes ---
A Smooth Surface F Grass, 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 2.00
oject : LANGONI - BARNEY ST. , AGAWAM User: DLB Date: 12-31-99
unty : HAMPDEN State: MA Checked: Date:
btitle: PROPOSED CONDITIONS
Data: Drainage Area 2. 98 * Acres
Runoff Curve Number 59 *
Time of' Concentration: 0. 83 * Hours
Rainfall Type III
Pond and Swamp Area NONE
Storm Number i 1 ; 2 1 3 1 4 i 5 i 6 i 7
--------------------- ----- ---- ---- ---- ---- -- ------
Frequency (yrs) ; 1 ; 2 5 i 10 i 25 ; 50 1 100
24-Hr Rainfall (in) ; 2.5 ; 3 ; 4 ; 4. 6 ; 5 . 3 ; 6 ; 6 . 5
Ia/P •Ratio ; 0. 56 0.46 ; 0.35 1 0.30 ; 0.26 ; 0.23 0 .21
Used ; 0. 50 0. 46 ; 0.35 ; 0.30 ; 0.26 0. 23 ; 0.21
Runoff (in) i 0. 15 0 . 30 ; 0. 71 ; 1 .01 ; 1.41 1 .84 ; 2. 17
Unit Peak Discharge 10.252 10.286 10.389 10. 426 10 . 443 10.456 10.463
(cfs/acre/in)
Pond and Swamp Factor; 1 .00 ; 1.00 ; 1.00 ; 1.00 ; 1.00 ; 1.00 ; 1.00
0 .0% Ponds Used
-------------------- ----- ---- ----- ------ ----- i ------
Peak Discharge (cfs) ; 0 ; 0 ; 1 ; 1 ; 2 i 2 i 3
--------------------------------
- Value(s) provided from TR-55 system routines
PEAK FLOWS (CFS) 0.82 1.28 1.86 2.99
VOLUME (A.F.) 0. 18 0.25 0.35 0.54
'TR-55
EXISTING RUN-OFF
To Alhambra Circle
X01
"Rivers Edge Estates"
fx
Area To
Alhambra circle
0. 41 Acres
t t
ff �
EXISTING DRAINAGE AREA
To Alhambra Circle
"Rivers Edge Estates"
Agawam, MA
�� January 2000 40 ,
RUNOFF CURVE NUMBER COMPUTATION Version 2 .00
)ject .: LANGONI - BARNEY ST. , AGAWAM User: DLB Date: 12-31-99
anty HAMPDEN State: MA Checked: Date:
)title: EXISTING RUN-OFF TO ALHAMBRA CIRCLE
Darea : 0. 41
-----------------------------------------------------------------------------
Hydrologic Soil Group
COVER DESCRIPTION A B C D
Acres (CN)
-----------------------------------------------------------------------------
HER AGRICULTURAL LANDS
ush - brush, weed, grass mix poor - 0. 31(67) - -
fair - 0. 10(56) - -
tal Area (by Hydrologic Soil Group) . 41
-----------------------------------------------------------------------------
BAREA: 0.41 TOTAL DRAINAGE AREA: .41 Acres WEIGHTED CURVE NUMBER: 64*
-----------------------------------------------------------------------------
- Generated for use by GRAPHIC method
TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00
oject : LANGONI - BARNEY ST. , AGAWAM User: DLB Date: 12-31-99
unty : HAMPDEN State: MA Checked: Date;
btitle: EXISTING RUN-OFF TO ALHAMBRA CIRCLE
------------------------------------------------------------------------------
ow Type 2 year Length Slope Surface n Area Wp Velocity Time
rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr)
-----------------------------------------------------------------------------
eet 3 55 0.022 H 0.221
allow Concent 'd 80 0.088 U 0.005
allow Concent 'd 190 0.026 U 0.020
Time of Concentration = 0.25*
--- Sheet Flow Surface Codes ---
A Smooth Surface F Grass, 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 i Range, Natural
- Generated for use by GRAPHIC method
GRAPHICAL PEAK DISCHARGE METHOD Version 2.00
oject : LANGONI - BARNEY ST. , AGAWAM User: DLB Date: 12-31-99
unty : HAMPDEN State: MA Checked: Date:
btitle: EXISTING RUN-OFF TO ALHAMBRA CIRCLE
Data: Drainage Area . 41 * Acres
Runoff Curve Number 64
Time of Concentration: 0. 25 * Hours
Rainfall Type III
Pond and Swamp Area NONE
Storm Number ; 1 ; 2 ; 3 ; 4 11 5 ; 6 7`r
---------------------1 ----- I ----- I ---- I -----I -----1 - I 1
I - I - I - -I - I - 1 ---- -
Frequency (yrs) ; 1 ; 2 ; 5 10 25 ; 50 100 1
24-Hr Rainfall (in) ; 2.5 i 3 ; 4 ; 4. 6 5 .3 6 . 5
Ia/P Ratio ; 0.45 ; 0. 38 ; 0.28 0.24 0. 21 0. 19 ; 0 17
Runoff (in) ! 0. 27 ! 0. 47 ! 0. 97 1. 33 1. 78 2. 26 2 . 63 !
I I I I I I I I
Unit Peak Discharge 10. 446 10 . 594 : 0.720 10. 741 10.760 10 . 775 : 0 . 83
(cfs/acre/in)
Pond and Swamp Factor; 1 .00 ; 1.00 ; 1.00 ; 1.00 ; 1.00 ; 1.00 1.00
0. 0% Ponds Used
----------------------1 - - - -
---- 1 ---- -1 ------ I ------1 ------1 ----- I - .. I
III
Peak Discharge (cfs) i 0 it 0 ; 0 ; 0 1 31 1 1
- Value(s) provided from TR-55 system routines
p.8�CAS
DETENTION BASIN DESIGN
Detention Ponding Design
Detention is proposed to control the rate and volume of run-
off going into the existing storm sewer on Alhambra Circle North.
Pre and Post analysis of the project site was calculated, and after
surface ponding was designed in the rear of Lot 6, the difference
in rate and volume was less in the Post condition. The surface
ponding amounts to less than 2 inches of depth during a 100 year
storm event, and this does not consider any percolation. (Soils
in this area have a permeability rate of greater than 20 inches
per hour. ) The current run-off flowing towards Alhambra Circle
from this site is calculated at 0.84 CFS during a 100 year event.
The detention basin will control the flow at the outlet with a 6
inch orifice in the cap of a 12 inch pipe. The maximum volume of
storage and rate of outflow for the 100 year storm is 5, 780 C.F.
and 1. 74 CFS. The depth of the ponding in this situation is 3 . 7
feet. This difference in elevation increases the capacity of the
existing sewer in Alhambra Circle from 2. 11 CFS to more than 7 CFS.
Other storm events were analyzed and the results of the greater
storms are shown below.
25 Year - 1.86 CFS IN & 1. 48 CFS OUT: Vol. = 3,000 CF to elev. 61.0 '
50 Year - 2.50 CFS IN & 1.62 CFS OUT: Vol. = 4, 300 CF to elev. 61. 5 '
100 Year - 2. 99 CFS IN & 1.74 CFS OUT: Vol. = 5, 780 CF to elev. 62 .0 '
Results of these and other storm events are shown on the
following calculations sheets.
STORAGE VOLUME FOR DETENTION BASINS Version 2.00
-oject : LANGONI - BARNEY ST. , AGAWAM User: DLB Date: 12-31-99
runty : HAMPDEN State: MA Checked: Date:
Lbtitle: PROPOSED CONDITIONS
Drainage Area: 2. 98 Acres Rainfall Frequency: 2 years
Rainfall-Type: III
Runoff: 0.3 inches
Peak Inflow: . 2583416 cfs
Peak Outflow: .2 cfs
Detention Basin Storage Volume: 0.06 inches or 0.0 acre feet
649 CF
STORAGE VOLUME FOR DETENTION BASINS Version 2. 00
_)ject •: LANGONI - BARNEY ST. , AGAWAM User: DLB Date: 12-31-99
unty : HAMPDEN State: MA Checked: Date:
)title: PROPOSED CONDITIONS
Drainage Area: 2. 98 Acres Rainfall Frequency: 5 years .
Rainfall-Type: III
Runoff: 0. 7 inches
Peak Inflow: . 8268925 cfs
Peak Outflow: . 5 cfs
Detention Basin Storage Volume: 0. 17 inches or 0.0 acre feet
1,839 CF
STORAGE VOLUME FOR DETENTION BASINS Version 2.00
oject LANGONI - BARNEY ST. , AGAWAM User: DLB Date: 12-31-99
unty HAMPDEN State: MA Checked: Date:
btitle: PROPOSED CONDITIONS
Drainage Area: 2. 98 Acres Rainfall Frequency: 10 years
Rainfall-Type: III
Runoff: 1. 0 inches
Peak Inflow: 1.286279 cfs
Peak Outflow: 1.02 cfs
Detention Basin Storage Volume: 0. 18 inches or 0 .0 acre feet
1,947 CF
STORAGE VOLUME FOR DETENTION BASINS Version 2.00
oject LANGONI - BARNEY ST. , AGAWAM User: DLB Date: 12-31-99
unty : HAMPDEN State: MA Checked: Date:
btitle: PROPOSED CONDITIONS
Drainage Area: 2. 98 Acres Rainfall Frequency: 25 years
Rainfall-Type: III
Runoff: 1.4 inches
Peak Inflow: 1. 858365 cfs
Peak Outflow: 1. 48 cfs
Detention Basin Storage Volume: 0.25 inches or 0. 1 acre feet
2,704 CF
M1, R
STORAGE VOLUME FOR DETENTION BASINS Version 2.00
)ject .: LANGONI - BARNEY ST. , AGAWAM User: DLB Date: 12-31-99
inty : HAMPDEN State: MA Checked: Date:
)title: PROPOSED CONDITIONS
Drainage Area: 2. 98 Acres Rainfall Frequency: 50 years
Rainfall-Type: III
Runoff: 1. 8 inches
Peak Inflow: 2 .49648 cfs
Peak Outflow: 1. 62 cfs
Detention Basin Storage Volume: 0.41 inches or 0. 1 acre feet
4,435 CF
STORAGE VOLUME FOR DETENTION BASINS Version 2.00
oject LANGONI - BARNEY ST. , AGAWAM User: DLB Date: 12-31-99
unty : HAMPDEN State: MA Checked: Date:
ntitle: PROPOSED CONDITIONS
Drainage Area: 2. 98 Acres Rainfall Frequency: 100 years
Rainfall-Type: III
Runoff: 2.2 inches
Peak Inflow: 2. 987939 cfs
Peak Outflow: 1. 74 cfs
Detention Basin Storage Volume: 0.53 inches or 0. 1 acre feet
5,733 CF
DETENTION BASIN VOLUME
Elev. S.F. Ave. (X)Interval Vol . (CF)
58. 3 0
302. 5 0.7 212
59 .0 605
1, 001.0 1.0 1,001
60 .0 1, 397
1, 829 .0 1.0 1, 829
61.0 2, 261
2, 740.0 1. 0 2, 740
62 . 0 3, 219
Total Volume = 5,782 C.F.
TT R;�n
OUTLET & FAIL-SAFE DESIGN
7
DETENTION OUTLET CONTROLS
SIGN PARAMETERS:
bankment Elevation: 63 .00
ximum Water Elevation: 58. 60
let Elevation: 58. 30
tlet Elevation: 58 . 26
ilwater Depth: 0. 00
ope in Percent: 0 . 5
ngth of Pipe : 8 . 0
ameter of Pipe ( in) . : 6 .0
pe of Pipe: PVC
nning' s n: 0 .012
ad Loss Coefficient : 0 . 5
ow Type: Orifice Control
LCULATION OUTPUTS
scharge (cf s ) : 0, 2114 2 YEAR STORM
pth of Flow: 0 . 3
locity ( fps ) : 1 . 0767
SIGN PARAMETERS :
,bankment Elevation: 63 . 00
ximum Water Elevation: 58 . 84
-let Elevation: 58 . 30
itlet Elevation_: 58 . 26
ilwater Depth : 0 . 00
ope in Percent : 0 . 5
ngth of Pipe : 8 . 0
ameter of Pipe ( in ) . : 6 . 0
rpe of Pipe : PVC
nning ' s n: 0 . 012
ad Loss Coefficient : 0 . 5
ow Type : Orifice Control
.LCULATION OUTPUTS
scharge (cf s ) : 0 . 5091 5 YEAR STORM
-pth of Flow: 0 . 54
-locity ( fps ) : 2 . 5929
DETENTION OUTLET CONTROLS (coa't. )
SIGN PARAMETERS:
bankment Elevation: 63.00
ximum Water Elevation: 59 . 72
let Elevation: 58. 30
tlet Elevation: 58. 26
ilwater Depth: 0. 00
ope in Percent : 0. 5
ngth of Pipe: 8. 0
ameter of Pipe ( in) . : 6 .0
pe of Pipe: PVC
nning' s n: 0 . 012
ad Loss Coefficient : 0. 5
ow Type : Orifice Control
LCULATION OUTPUTS
scharge (cf s ) : 1 . 0226 10 YEAR STORM
pth of Flow: 1 . 42
locity ( fps ) : 5 . 2082
SIGN PARAMETERS :
bankment Elevation: 63 . 00
ximum Water Elevation : 61 . 00
let Elevation: 58 . 30
tlet Elevation: 58 . 26
ilwater Depth: 0 . 00
ope in Percent : 0 . 5
ngth of Pipe : 8 . 0
ameter of Pipe ( in) . : 6 . 0
Pe of Pipe : PVC
nning' s n: 0 . 012
ad Loss Coefficient : 0 . 5
ow Type : Orifice Control
LCULATION OUTPUTS
scharge (cfs ) : 1 . 4798 25 YEAR STORM
pth of Flow: 2 . 7
locity (fps) : 7 . 5366
DETENTION OUTLET CONTROLS (con't. )
SIGN PARAMETERS:
bankment Elevation: 63 . 00
ximum Water Elevation: 61 . 50
let Elevation: 58. 30
tlet Elevation: 58 . 26
ilwater Depth: 0 . 00
ope in Percent: 0. 5 •
ngth of Pipe : 8.0
ameter of Pipe ( in) . : 6 . 0
pe of Pipe: PVC
nning ' s n: 0. 012
ad Loss Coefficient : 0 . 5
ow Type: Orifice Control
>LCULATION OUTPUTS
scharge (cf s ) : 1 . 6238 50 YEAR STORM
,pth of Plow: 3 . 2
J ocity ( fps ) : 8. 27
:SIGN PARAMETERS :
ibankment Elevation: 63 . 00
iximum Water Elevation: 62 . 00
filet Elevation: 58 . 30
atlet Elevation: 58 . 26
3ilwater Deot'r:: 0 . 00
lope in Percent . 0 . 5
angth of Pipe : 8 . 0
iameter of Pipe ( in) . : 6 . 0
ype of Pipe : PVC
anning` s n: 0. 012
ead Loss Coefficient : 0 . 5
low Type : Orifice Control
ALCULATION OUTPUTS
,ischarge (cf s ) : 1 . 756 100 YEAR STORM
lepth of Flow: 3 . 7
elocity ( fps) : 8. 9434
FAIL SAFE OVERFLOW CAPACITIES
;SIGN PARAMETERS :
ibankment Elevation: 63 . 00
,ximum Water Elevation: 62 . 00
let Elevation: 58. 30
,tlet Elevation: 57 . 54
,ilwater Depth: 0 . 00
.ope in Percent: 0 . 5
!ngth of Pipe: 152 . 0
.ameter of Pipe ( in) . : 12 . 0
-pe of Pipe : PVC
[nning ' s n: 0 . 012
!ad Loss Coefficient : 0 . 23
.ow Type : Pipe Control
LLCULATION OUTPUTS
.scharge (cfs ) : 7'. 0858 PROPOSED 12" PVC
!nth of Flow: 3 . 7 FAIL - SAFE
Jocity ( fps ) : 9 . 022 OVERFLOW PIPE
;SIGN PARAMETERS :
ibankment Elevation: 63 . 00
iximum Water Elevation: 62 . 00
,,let Elevation: 57 . 14
itlet Elevation : 56 . 54
1ilwater Depth: 0 . 00
Lope in Percent : 0 . 3
?ngth of Pipe : 200 . 0
:ameter of Pipe ( in) . : 12 . 0
rpe of Pipe : PVC
inning' s n: 0 . 012
?ad Loss Coefficient : 0 . 23
.ow Type : Pipe Control
�aCULATT_ON OUTPUTS
Lscharge (cf s ) : 7 . 2929 EXISTING 12" PIPE IN
:pth of Flow: 4 .86 ALHAMBRA CIRCLE WITH
'.locity (fps ) : 9 . 2856 FULL DETENTION BASIN
D. L. BEAN, INC. LAND CONSULTANTS
413-562-7566
Forty School Street Fax # 413-562-2091 SURVEYORS
Westfield, Mass. 01085 January 28, 2000 ENGINEERS
Charles Calabrese, Chairman
Agawam Planning Board
36 Main Street o
Agawam, MA 01001
c�
RE: Definitive Subdivision - Barney Street .�
"Rivers Edge Estates" :
Dear Board Members: "
Enclosed please find information pertinent to the above
submittal.
1. Letter of Intent to City Clerk.
2. Form "B'l Application for definitive subdivision plan and
attached description.
3 . Filing fee $390 .00 D.L. Bean, Inc. check #5249
4. Request for waivers of the Subdivision Regulations
5 . Statement of Interest.
6. Attested copy of deed.
7 . Environmental Study.
8 . Storm Drain Permit Application
9 . 5 sets of Blue Line Prints of Definitive plan.
This information is submitted on behalf of our client Langone
Realty Corp. We would appreciate the opportunity to present this
proposal at the Boards earliest convenience. Thank you.
Sinc ly,
D.L B AN, INC4en
Mar Shute, Vice President
4
Enclosures
MES/ssc
D. L. BEAN, INC. LAND CONSULTANTS
413-562-7566
Forty School Street Fax # 413-562-2091 SURVEYORS
Westfield, Mass. 01085 January 28, 2000 ENGINEERS
Clerk' s Office
36 Main Street
Agawam, MA 01001
Dear Clerk,
This is to serve notice that on this date we have filed a
Definitive Subdivision Plan with the Planning Board.
Enclosed is a Form "B" Application with pertinent details of
location and owner.
Sin ely,
D. ean, In .
Mar E. Shute, Senio vice President
Enclosure
DLB/ssc
J
FORM "B"
APPLICATION FOR APPROVAL
OF DEFINITIVE PLAN
FILE ONE COMPLETED FORM WITH THE PLANNING BOARD AND A COPY WITH
THE TOWN CLERK IN ACCORDANCE WITH REQUIREMENTS OF SECTION III-B
AGAWAM January 28, _2000 -^
To the Planning Board:
The undersigned herewith submits the accompanying Definitive Plan of
property located in the Town of Agawam for approval as a subdivision under the
requirements of the Subdivision Control Law and the Rules and Regulations
Governing the Subdivision of Land of the Planning Board in the Town of Agawam.
1 . Name of Applicant. . • •Richard Langone. . . . . . . .
Address. . 61•Mark Drive .Agawam: MA • . • . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .
2 . Name of Engineer or Surveyor. . . D.L. ,Bean._Inc.• . . . . . . . . . . . . . . . . . . . . . . . . .
Address. . . 40• S Ool•Street . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
3. Deed of Property Recorded in. . . . . . HamP.den•County, • • • • , . . .Registry. . . . . .
c
Book. . . . . . .. . . . NW. . . . . . . . . . . . . . . . . . . .. Page. . . . . .. . . . . .1!+�:
4. Location and Description of Property: (Attached' sheet) . c,
5 . A list of the documents included in this application shall accomp
notice to the Town Clerk.
Documents required to be submitted with this notice:
a. Notarized statement of interest in the land.
b. Environmental study.
c. Plans and specifications.
d. Statement of time-development sequence.
e. Plan of sequence of development.
f. Town-Development relationship study.
g. Reports of test borings, etc.
Your attention is directed to Section III, B. 8 of the Subdivision Rules and
Regulations requiring the posting of a bond or recording of a covenant BEFORE
approval can be given.
Signature of owneA!i!L! . . . . :. .
Address. . . . 6I . . . •Drive,. Agawam, MA. . • • . • . . . . .
. . . . . . M . . .
ry
f�fI
ii
61
Supplement Sheet - Definitive Subdivision Form "B114.
Location: Property is located on the northwesterly end of Barney
Street about 500 feet northwesterly from it 's intersection with River
Road. Property contains approximately 3 . 5 acres and is to be
subdivided into 6 building lots.
LIST OF REQUESTED WAIVERS
1 ) . Waive Section 159 - 8 E. ( 1 ) to allow the street to be 821+/-long.
2 ) . Waive Section 159-31c. to allow a 10 ' wide buffer strip on south
and west sides of the proposed submission.,
3) . Waive Section 159-7 .c. 8(a) to require test borings. Soil Maps
indicate Agawam, Hadley.
Agawam Planning Board
STATEMENT OF INTEREST
Date January_28, 2000
The petitioner hereby certifies that he is the owner
of all lands contained within the description of the
subject petition. Agawam Planning Hoard Case No. !
t
(NAM )
-(Address).
J
COMMONWEALTH OF MASSACHUSETTS
HAMPDEN s s Date January 28, 2000
There personally appeared before me, on the above date,
Richard Langone to me known to be - the person
described in and who executed the foregoing_document.
' My Commission Expires April 13R 2001
��~.. Notary Public
III' My commission expires
>s�
' . Jim
Y
s
SCRIVENERS AFFIDAVIT r
w_
KNOW ALI. MLN BY THESL P1tCSLNTS, that I, Gary P. Shannon, Attorney t-
at Law, with a usual pluce of husi.hess at 1 Monarch Place, Spring-
field, llampdcn County,xaSSachusetts, do hereby depose and say
4z<
under the JJai1Ls and penalties of perjury, that a deed dated ,
February 2G, 1999, in which Langone Plumbing and Heating Supply, `
4-
Inc. was the Grantor, and Langone Renity Corp. was the Grantee,
was recorded in the Hampden County Reyistry of Deeds as Document
No. 19200, at Hook 1O679, Facie 381, on March 9, 1999. Z
In the witness paragrnph and notary paragraph of said deed the �
Presi den t/Tr.easurer who signed on behalf of Langone Plumbing and
Heating Supply, Inc. is written as Flise L. Langone and the sig- �-
s—
nature is HME; 1.. Langone, which in the correct spelling of, her
name. 1 liereby certify that said Elise L. Langone as written 13 }—
one and the same person as Ellis I.. Langone, and her name was in- �
correctly written as Elise 1.. Langone. I hereby request the _
Itegiatrar of needs for the County of Hampden to make n notation
on the said dead above stated, referring to this scrivener's —
affidavit. 3
r
Witness my hand and seal this,_�_day of March, 1999.
Gar Shannon, Esquire
-1--Monarch Place _
Springfield, MA 01103
COMMONWEALTH Or MASSACHUSF.TTS
11ampdon, at;. March 1.2, 1999
Then personally appeared the above-named Gary P. Shannon and
made oath that the foregoing statement is true to the best of his
knowledge and belief, before me
C6",-
nA P
oLt�1UC- Je.f JC)J0(A5M6Reta y PublIc
My commission expires:
;d
r
. II
OF DEEDS
t'.. .. 11 i.:'
Am
ATE:STrl
;REGlSttR
} \. MAaeACwUeaha OUITCLAM DEEP■T C0II0-ORAT10A1 411HORT/oa Ml ee•
• [HAMPOIN COUNTY
X" ALL. J,V;:N nY '11LIM PICSl:hr1S a T R Y O f D EEDtieUTro a Rtroeuro
'Mat 1lttKXM 1'1�M lNG AN) ILLMING SUPPLY, INC. _a eotpotatlon duly established under 014 laws of CUItIlUnd'eftlLll of MAssachusctls 'C �
r � liLOrYTIIi
and 110411E Its usual place of 11VAIc53 at 917 Showokcr ltene, Atiawam,
TH llaiij'tlen County.M133SC11PSCtt9
L�.LL for eOrlsidcr011011 Paid, and 1r1 full consideration of 0110 (01.00) dollar
grants to 1AWMIdv 1tl•A3:Py Whit. DONALD F.ASHE, RE01STEq
CT) of )IAJAPI)TH COUNTY AEGISTAY Of UrfO<
61 Mark llrivo, hcjsawrin, Mtlssal:llusetts
([I with qullrlalut rourelnnta
� allttttetxdtltlt
A Curtain cretnt.e situat.ed 11) lajawanl, IL:,rtlxlen County, Masrachusett:s, and lxxl"ed' aid
Y doscribod as f01 lame S (Ocicrlpthxe and cacttmbramcs.If abt)
m I)rvj1 u,itKj at Uics Nor0lrrly 11w elf sLrrlijV Road at. Jts tormirtation at the Laster.ly
Tina of lame] rxw or for'nlerly of l:clltll 1.. Allen ,1o1iwwri, et a)a., aid runnitag thence
Southerly aloud Uio ertd of Sterllrxj ltuod and lai,4 delve or fontorly of Trustees of U7e
Kirk Lanni, 7Yust, fivo 11u17c)red f.if.Ly al-4 70/1.00 (550.70) feet to land formmrly of
one Hunt) User= Wenterly alotelj said ]air] formerly of said hunt, six hurrlred nirpty-
osita and 78/100 (691.70) feet to land Whoved now or fonterly of Inghalni thence
Nort-Iml.y Lwo hundred 1200) feel Les a p1pe liner Uearx7e NorUtcast:orly along said
Lrilxe Mho, six ftutdt-ed fifty hill 29/!00 (650.29) feet: to Lhe 1514 of Use (YlrtlTsorwealul
of MossaUtusettsl aril Lbonoe Jiasterly, one Intralre_-d Lwelity nix) 19/100 (120.19) feet
to the poJ nt of Laeg1rinJ txj.
A porLion.of which was taken by die MissaclluseL•Le Department. of Public Works for a
salts highway by deed recorded in Book 2595, Page 93.
MING U1e same laresnises convoyed to grantor heroin by deed of Francis M. W11ins dates]
November 13, 1907 and recorded in Ilattfden county Registry of Deeds in hook 6693, Page 566.
This transfer- does not constitut:O a trnnsfer of all or sabstant:ially all of the assets
of Itulyorle Plurtl.ring Arc) Ifoatirxj Supply, Inc.
' lit itiffaroo !l ilaref, tile said 1ANOOM PILM HC AEU ItL?AT1NC 9l1PPLY,-Iw.
Ito caused its coil.urate seal 10 be herclo AfTtacd and Iltese lucscUrs to be signed, acknowledged anal delivered
y in its acme and behalf by [i S [ L 7,.,�
its j ws-174w-11, herclo duly nuthusi:ed, this (,
Joy of ill the year esee thousand nhte htutdsed and nirgty-vino +
r� Signed and sealed in ptcseucc of �
,I.Jett'.Olal:..BIl1MII1t1G,.ANA..1iEATING..St1PI'.J.Xa..1NC,t. ��
y ,1�..............................tGk e................................
• t
(glib Qltttuuututuralll) ro! Anaanfllureffs
lirinIA09, ss. � 1999
Thal Personally,sppcatedtilte above shared. t�s� 6,7e►,_T___e r
rA
and acknowledged'!he fotego(ng instrument to be the free act and deed of the GQ�,
before lilt "'
» � rr PalIle-X1L(MMt wl i" vi
Mt Cen,R.wi Capfrea
C11AP1'Ca raa SIIC,6 AS AAl1:NDUL3 OY CIIAPI•la*)7 Of 1969 I
Caeref deed pleltnted for let Ind shalt toalaM or hevr rndoned erpen L1 de full tenet,lta&wc and port o6re address of the grantee end
*itlta ed live Onlount oI the(o'I roneldollIon tlwr.9(is double ar tlw nature of tl.r other conlIdrF*l" therdor,It hoe delivered Jot a
41411 it monelarr sum. ;;(ru wneldrialko e1.a11 mean 11-C told Islet nor dK con-crsnce wlehoot dedurrlon for ap Item er eanuabrowt* '1
arlvnwd by Itw rAnlee or rtmahCnl1lI Ilw.tora All,nth p.Jantnteoss anal«dede aha11 be rtrerdtel as pan of trw deed. FAllvre to eerplf with
thia*action 6611 not Allen the v1dallt of env deed. No laRhler of dtrds lhsal uerpe a deed for recording unless It is In rompliswe with that
,r..rLrre„n wr rrJr wrlwn ,
f rr{111i U4�1 y�J,1r. 1.�_,�...J ►•1 L�f•,.}t
.S
1'
i'.
EXISTING CONDITIONS:
This property shown on the Definitive Plan is at present
undeveloped. It is zoned RA-2 and residence B. The soil
conservation service map' s indicate a mixture of Hadley, Agawam and
Winooski soil at various slopes. The property located southerly and
easterly has been developed. Route #57 abuts the locus on the north
and west. Municipal water and sewer services are available to the
site from the northwesterly end of Barney Street. There is no
indication of historic nor archaeologic areas within this site.
PROPOSED DEVELOPMENT:
The proposal submitted herewith is to extend Barney Street
northwesterly into this 3 acre parcel. A small retention area with
an overflow is proposed to handle any on site roadway storm water.
The municipal sanitary sewer will be utilized for these new proposed
lots.
CONCERNS :
We have no major concerns on this site since the existing
grades are relatively flat and will require no significant changes
to accommodate these proposed lots.
CONCLUSIONS:
In conclusion, the proposal will allow dormant property to be
developed. The extension of the existing dead-end street will allow
for the design of a regulation turn-around of a 120 foot diameter
cul 'de' sac. This will greatly enhance the existing cumbersome
maneuvering of vehicles within a 28 foot wide paved area. Once
within the site the grading will not affect the siting of single
family homes.
STORM 111"INAGE;PERMIT Al'PLICA'1•IONS
To the Town of Agawam,Department of Public Works:
The undersigned being the Owner of the property located
(eg:Owner,Lessee,Tenant,Intended Purchaser,etc.)
at the northwestern_ end of Barney Street, being a residential subdivision entitled
increase im Ri��rs e E Estate.
does hereby request a permit to pervious cover_on site and to co ecte ,run—o
(eg:Connect to,Alter,Increase Runoff to,or increase Impervious Cover ofan
and detain the excess volume in a detention areayhich discharees
area draining to) --
a storm drain,water course,channel or detention facility at into an existing storm drain which
exists on Alhambra Circle North.
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)
2. Plans and specifications covering any work proposed,including soil erosion and sedimentation control,to
be performed under this permit is attached hereunto as Exhibit '13". (Submit in Duplicate)
3. Calculatinns determining existing and proposed storm water runoff.capacity of existing facilities impacted
by the planned work and the design of detention facilities are attached hereunto as LExhibit"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. Bean, Inc.
40 Sdhool Street, Westfield, MA
5. The name and address of the person or firm who will perform the work covered by this permit is:
IN CONSIDERATION O1 J'1If:GRANTING OF THIS PERMIT TfIE UNDERSJs;i�yj?D AGREES:
I. To famish any additional information relating to the installation of use of the storm drain for which this
permit is sought as may be requested by the Superintendent.
2. To Accept and abide by all the provisions of Section 1 75-1 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.
3. 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.
5. To notify the Superintendent of Public Works immediately in the event of any accident negligence,ar 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 Agawam.
6. To indemnify the Town from loss or damage that may directly or indirectly be occasioned by the
installation of the sto drain and related facility or connection.
APPLICANT: Z X 1 DATE: 2
ADDRESS ' 61 Mark Drive
Agawam, MA 01001
CONDITIONS OF PERMIT:,
APPLICATION APPROVED AND PERMIT GRANTED
PERMIT NO. DATE:
SIGNED:
SUPERINTENDENT
c D# a(o�yoo� s
LOG #
$ox # y
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TYPE "C' CATCH BASIN TOP SHOWN
BENDS r-
Tees 1TDJX TEES BONDS L LENDS KWS L low L
ROW f'A'xs' 18' r LrKlrxv 4• a WKIrKi' 7' Ir•KIe'KIe' ar r 6• 11 1/4 r r s• to IR 4• r 6. 43' r r r 90• IMP a
rxrKc' Lr r ,rKlrxr It' r IrKIZ IT r r U 1/4 r r r a ue s' r r I7 r r 90• e4' r
CONST. rKrKr era tax,aKlr Mx' r IrKlrxlr err 1a a v4 r r Ir to ue 4' r Ir r tr 9r es r
a•.w vw arm�r ar r Orr a�a.t.r w as IL' It 1/4 7 r Le eE L/e 7' r Ir 4S 14' r Ir 99' 74' r A A ♦ r•
5'-0" 4'-9' 1 2 TRAVELWAY 1 2 TRAVELWAY - ANY A ,•�-..�.�.....�
SIDEWALK _ = L• *W_ _
3' vxvx4• err IrxlrxL' 1r r yLrta uw a.wt a r w�•�K.'M w
BIT. CONC. BERM L L
/ TYPE-2 f
" CATCH BASIN
!N FT 3 T —1/4" IN/FT 1/4" IN/FT, 6" LOAM IN/4T (6' 0 DRIVEWCAYYSj SIDEWALK
2" PROCESSED GRAVEL
REDUCERS
6' COMPACTED GRAVEL BASE PIPE RIEDUCTMN SIZE L --�- C C
ELECT., TEL.. GAS MAIN BAN Ia TO r 2V °' ® rOATC VA rtTRAnrt deer
do CAN CONDUIT NOTM " LM
30" MITI COVER 10 MIN. ' °' TOP n' °'
u 30 MIN. COVER
1TE AMlV[ CBeITInMs AW BNLsu!>FI THE IOLLovufS Mwt«UUIN ATTsuMPTLQIs. ••+r.....wu.ne err . I
IF C*=TMNS D"M CufTACT TOWN DOOM IEFaK PROCEDM Y ,
A. ED" PrEt IS GREE/ATTER {THW�I��Olt EGIU L TOE 3 nXT. I L � 4 N aM
L Al�}e I.EFIG7T S ASSWI "Sr&aiTN 7.s FM Ta CMATM .r.COMe Wan. -
1 MIN.
C. LAYM I ITIONS AND SmI„ SIMILAR TO THE rMLO'VIMG (TTYYU , TAMR PAM 10 CdlLrt
RCP CLASS 111 8" DI O 41 Aa Ions. WA .a �� PLAN
STORM DRAIN �� am�osr
{SEE PLAN/PROFILE} WATERMAIN 8" PVC sly slwL x tiF� sB,Ts OF UIEn1uI r0 Lily PLASTICITI vmN SANS OR GRAVEL ..�-
LL< as es - x x MMK PARTICLES
5' MIN. COVER SANITARY SEWER �XSA e, oe,e , aKKK
THRUST RESTRAINTS - FIELD LOK GASKETS , ,M H T,;�
{SEE PLAN/PROFILE} Kra. CATCH 11As" sk R3
CONCRETE COLLARS
TYPE OF 51REET PA ENT WIDI[d TUMIN DJ US CONCRETE GRAVEL BASE GRAVEL SUBBASE
PLACE 46 FT 26 FT 1.r - SURFACE; 3" - BASE 4" DENSE GRADE 8"
LANE 50 FT 30 FT 1.5' - SURFACE; 3" - BASE 4" DENSE GRADE 8"
N•,�.. ?.,SON
a a
TYPICAL ROADWAY SECTION
w •,�, r v ttft
A'�•• 1.7M\�'�p"'�IrtO n nt 4Y TOPr�'gl/'Y�w.trf�R1n•�+ �
N.T.S. ' + r C .e.e LLtiti r a'
DRAINAGE SWALEC.
�
N.T.S.
1 secnoN II-a SF.SItf1L'L.A—A
LOAM 6 SEED PER PRECAST CATCH BASIN
PVC MAN SEINER CONCRETE omim HYDRANT PLANTING SCHEDULE SI:LI>; TYP a C'
PVC PL1JG SEE SPEC
STANDAIfO MANMIOLE PRAMr AM taus PVC SUILDW SEMER \ I PLACE AROUND�LVEDOX PRIOR TO _ ® •
s>' NT+ AM zoza+ PAVING. SEE OONC
!1 COLLAR DUALS � "Developer must lace bounds prior to paving driveways
MIN. Ao,iesr ro GRADE eTH u0 It75 � COLLAR DETAILS b. •� ���� / �\,�`�/�/ P P P P 9 Y
aLMNETTx A=THAN e•o no MORE NO L Ir I i�,` 31
i wherever driveways surround any street bound and approved
OF corlaeerE Useloc UMAsxNtY. SILT �� bound box is to be placed with bound."
v PRAK TD TIE SET IN A PJU , LONG SWEEP 48'e1M „ a m 1
80 OF MORTAR. J -
s re SALLOW S 4S' WYE ASPH T PAVEMENT ill J I
SAL ALL JOINTS" APPROVED I I SEE DETAIL ��� ,\\��/i-; ��\�//'
PREFORMED rr. JdMT,1LLLIR � � j VALVE e0ot \ 5PflC2!"ICA?IflN FM mlls'nlLIL-rIRe oc er>yarr L'OlMC1tB.'l'>~ SI7]OiALIIS
The concrete used for the sidewalks shall have a th of 4000 psi.., a
WA M at2 W K OF Sim AN PTacE ,/2'e.Y. � wxi-m on agbragate size of 3/4' and shall contain Tf Nntraitwd air.
P Ot v[1RTRCAt FOCI, PLACID ACf g1ONG JAL7MNATC
°' VALVE YIN' p1ro AVE SPECIi1CATION c 47E L PROPERTr UK "M JaNT °ROUND STONE 5 0' rY4N1'A+• TO JoerT Ass slow1. f AROl1FID HYDRANT , concre slips snail be preserved to the 2bwn lards-"iriIver ind=n=ag thatsha the
DRAMNconcxete beirVg used aontoem9 to the above srwi�*•*�. The mneretr shall
sSEED PLANTING SCHEDULE be placed in alternate slabs 20 feet in length to a depth of 4 inches
INVO ED ARCH ITTH MIARIs ! r.^-. the depth shall be 6 inches. The
CLAY 9RXx LAID O"EDGE E705T TEE ITYE `.. ` " (D r a 1^aye Swale) except tinder driveways where required.,
rF'z sections shall be separated by a 1/2 inch thick promoided asphalt expansion
s+ns of sTRucTURE ro MIE o
I• MWV O EST FLAT i :-?`x:, joint. 'iris eU ate shall be pcvtacted irola lame of ustery the we
;. L IRMoc CPIs de aNu9 n S,OP[ LOCATION STAR 0 MK COypR nELDLOK FMILOK I Ttwand t�fiwric or at least 3 days titer pairing by a Uaatt+od approved by the
AND i10RTAR LESS THAN MIN. MUST °E I '� a� Xodif ied permanent seeding r%.1xtu.e n,•. L ; from Massachusetts
Id APPROVED BY CITY ENGINEER LpNG snE1rP 46'er�Nl aroRANT UL'°J ' Erosion And Sediment C o ZS t r 1 Guidelines - 2 9 9 7) in the following Zfie sU rrtaMC! of the eallcs ate walk aMsali be Radioa=ly scored into block ,>f►itsl
>•+*+ d 4• 4s• PE K ratio sL15e r s i n I b s/acre) ' Red Fescue -10, Canada Bluegrass - 1 C, of areas not .ors than 25 square feet. ?he &R)d of scoring shall be at
om a< { -M2 43•THE �Lp T,HE7RE TRo1RIQNG SPACE RS LR111ED. (�
t•ara/R PIPE Dut OR EQUAL ° ( 'M ; PVC MATH LOKREQUIRED �GASK� °aA ��HERE Perennial R y'e g r a s s - 15 ( increase) , and n e d Top - 1 , i s :e t c^r e n d e d least One quarter of the thickness of the s iNi.,+allc. i►!ur troweling,, the
1 J Ifsurface of the Valk snail be brushed to produce • nonslip Surface.
° � r Cr OF PIPE ARE fCr planting t` e ware: Q�alit.� S.d1ES to p::.�'_de a c irk, dense cover
T , sru I L r V ( TO 'a:r d t o suppress w oc d y C=Cw'=h• The Contractor ghall provide all lights and barticedw which rimy be rA*ftd
a� � • Dew be T aspired by the Town Ibla_inder to protect the +Mork,,
UMUMN PVC psdestrians,I
or way
HYDRANT DETAIL and traffic.
, McMU �N R-9 CC/+�/1
I ,�-fTTON_A—A MANHOLE e',es yTyL 1 V�
N.T.S, •F' GRAVEL MW M9s>^e in the opinion of the TbrtMIT 1b+ginser or his reUpreeellbtive the sub-
a"
r� NOTM
�a I.eL11LDR4C SET�l3 SNA11 °E 4' CIA. EXCEPT grade under the existing sidewalk is not suitable or the elevation of the
T.
STANDARD SANITARY AS DRRECTED BY TAE °aaNmM
SEWER MANHOLE 2 LOCATION ARNQ 1IaTHS aF eu1LDR4e SETiens RIP' RAP SEDIMENT TRAP walk neeeu, to i e r the lava entoo .nail excavate exist"grave material
plus
to
JONTT OE'[AlS N.T.S. TO BE DEIEIlfw 0 N THE FIELD 8Y iFE ENOaNE>OR a depth sufficient to allow l below
of 6 inch, compacted brawl base plus
2 inches of processed brawl below the new walk. Gravel banes shall 17e
BUILDING SEWER CONNECTIION wider by Three 31 inches on each side than, spat ied sidewalk width.
m:al
Cc�action shall be by omens of vibration plate compactor or 2 ton roller.
N.T.S DRAINAGE Rip-Rap — Aytrtree aeroots encountered in the area of the work shallns be te.oved by tins.
PIPE 25 LB. SIONF. MIN. , 12" DEEP
LEVEL y FINMH GRADE
111111110 Mom" 12" � \\� \�� ALL SEWER MANHOLES MUST PASS A VACUMN TEST, AS
ENTe'i.r-NCH MI`. ` APPROVED BY THE TOWN ENGINEER.
END 0F `E�"IR:NCH
bL L� / ^ B•DF Before any sanitary sewer will be accepted by the Board, it must pass
M,: /��,fi�// ��� V DEEP an infiltration or exfiltration test. at the discretion of the Town Engineer.
COMPACTED GRANULAR p fu A 9 C ML`ACTED SL'3G.:UDE 3URLA-
BACKFILL AS APPROVED � L, � LI;�zR made in accordance with the Department of Public Works SpeCifiCa-
BY THE ENGINEER z - 12" 8R 12 tions. Said test will be made at the developers expense and shall be
UJ :4I`i. :iI'l. made under the direction of the Town Engineer,
INITIAL BACKFILL WJ
C s.oP[ s M>!E soEnAtx C aeIUw�rorr
lam r naH uTrou��
4 a Na1IRs REIFLON SiD? VIEW GENERAL CONSTRUCTION ROM:
NON-VOVEN GEOTEXTILE a a d d � a0' ,E T91tJ410
(SEE NOTE 2) 4 ^ 5� «a /a2" I
,sIN,IlAt,o STREET LIGHTS SHALL BE INSTALLED IN ACCORDAME WTIS
D/2 W 1- A B �'ML L•'°:'~ j THE ACAitAM DEPAR'XHEKf Of PUBLIC IiORIG4 REQUIRIIE1fTS.
SPRING LINE OF PIPE y--- ------- ---- I.-
30" MANHOLE COVER
D/2 W IMa UPPAIm.CONCRETE TYPE 'A' do 'B' THE DEVELOPER SHALL WrrIFT THE ACAWAl1 DEPARTMENT OF
HAU(SEE NOTE
a rn CONTIe1pllSl�rYnw" I »:M PUBLIC WORKS AT LEAST 48' HOURS IN ADVANCE OF THE
(SEE NOTE 3) ; a" OIeVEMgY. " FINISH FINISH
GRADE
12"� TIME WHEN HE PLANS TO BEGIN OR RESUME ANY WORK.
BEDDING 61 L`' t CONCRETE U10°TROLL �?CURB r
f
(SEE NOTE 3) 1% \/ M�AIa1MiIM A�o/MRtaa ALL hEATERIALS AND CONSTRUCTION I�THODS TO COMPLY
WE OF 3/4' A►�
CRUSHED STONE AS ORDERED BY yyuy �AJM SECTION A-A N
ENTRENCH ��� ENTRENCH WITH THE STANDARDS' OF THE AGAWAM DEPARTMENT OF
FOUNDATION THE ENGINEER IF7s ENTRAINED AIR I' LIPEND OF
1��tea,°ON eBALL END OFe e BURLAP 6" DEEP `�i �� 1; BURLAP PUBLIC WORKS.
NOTES: MITM A rMaMLRM 1)F SECTION B-B �, 1}B
�` _�,/=�R� 6a' DEEP
e• IIETNEATH DUavEwAYs . Cp 'r ' /� S DRIVEWAY {CURB CUT) LOCATIONS TO BE DETERMINED IN
!. THE DVSTALlATIDNI 11C PVC S'EVQM PIPE SHALL CI7�FOtM 70 If
THE REOUIREFENTS OF ASTH STANDARD D-23M 'ACT BURLAP THE FIELD. A PERMIT FROG! TgE AGAWAM DEPARTMENT OF
LT►E EMBEDMENT MATERIAL Sw►LL BE 3/41 ED STOW ° 4'DROP LINER PUBLIC WORKS WILL BE REQQIRED.
AMID SMALL BE WRAPPED IN A NON-VpVEN G rpEpTEOT EXTTLE ,
APPROVED BY THE ENGDDEEIL >r
3. USE HAND OR MECHAMCAL TAPPING TO COWACT TIE SECTION VIELT TWO SHADE TREES SHALL BE PROVIDED WITHIN 20 FEET OF
BEDDING AND HALINCHING SECTION C-C
THE STREET LINE ON EACH LOT.
TRENCH SECTION STANDARD DRIVEWAY
M.T:s NT-i ALL CLAY A SILT IN ROADWAY AREA MUST BE REPLACED WITH
161
. A SUITABLE MATERIAL TO A DEPTH SPECIFIED BY THE TOWN
• ENGINEER.
TL:3 Le" SECTION PI-P i �P .�•� 8'�
..�..�". TOP COURSE QA g
3e MANHOLE FRAME 1
C'�•vr2aG LA6v /s ,e�7l/%r�C�c� BINDER couasE 9"
BITUMINOUS CONCRETE
y r� CURB TYPE-2 �������
�,� aF � $o DAL ID `c / is�/t�R'_" Z,6 vim
o f1101r BEAN
? RICHARD ti
CLIMx H �#29260P DATE: SCALE: ,e-ZQ
CIVIL �' (a D s Yi��� L7�9.U�B e040 CHECKED:
3 /2ovv
Ftr� t sdly PLAN NO. SHEET NO.
J [�
'
Er a D . L . BEAN, INC.
SURVEYORS &
- 40 SCHOOL STREET
ENGINEERS
WESTFIELD, MASSACHUSETTS
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Qj X a
I� W Do $ eI CONDITION OF APPROVAL
No further subdividing of this
property so as to create additional
lots can occur without amending this
• -��7-3SSZE ti subdivision plan in conformance with
MGL Chapter 41, Section 81-U.
j' WAIVERS APPROVED
1 . Section 159-8E1 which states
that dead-end streets shall not be
longer than five hundred (500 ) feet
to allow for a street length of
approximately 800 ,
S -
1 2 . Section 159 31C which requires
DOTS / HiJ� 6 ��E ���� a 30 ' buffer strip to allow for a
r (/ 15 ' buffer strip planted according
to the approved plan,
00
�q / buffer strip as shown ond the
l0
r 8• ���07' .G./4� Qi� /eL��,�,y'r G�die�. approved plan.
■ �Td,[��',QOl1-r/l�FOU-fid �1 2b O 20 �{O
i
OCT 1 9 .2000
PLANNINU ;.X
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.
y
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E ,�r .may y r.�•¢rr �" OF THE GISTER OF DEEDS M X-oe:
C.vAi,C.rygv.• Ih PREP R G H LAN µtri of *Sr /Cs/.9,�.d LAA/GON6'
'/c'Car�"Af�f�.e �,� o.�rHis �L•o�-may o+ DAVID
u 9EAM � �4GAl.�A/y
i4.C/b *29280 `° DATE: SCALE: /•+—!��
(/ SUN L740Z8 CHECKED:
PLAN NO. SHEET NO.
Svc//�E"��i.�r~�9� •���a2.4�,ti/_ ax'
D . L . BEAN, INC. SURVEYORS &
40 SCHOOL STREET ENGINEERS
WESTFIELD, MASSACHUSETTS
�,cHA•�i�3� c/.ecc�-.vo,�r�
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N/ E2 , a , $0�/C,f�E.� - T. F/�L17 �/�1d.�Ji9/�i4.CJ ' �S- f OWE.�S ,T'
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D . L . BEAN, INC. URVEYORS &
C. _
40 SCHOOL STREET ENGINEERS
WESTFIELD, MASSACHUSETTS
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{
PLANNI[vw e3 v'l rii r60
f `•
BENDS
TEES TEES L. TEEi ras sass L SENDS MENU L sE�ss L .
ROW v>aE•.s• 1s• r w•xto•,a• 4• r 1e•xlrme 7• It'r11rRIP SS r s• 11 1/4 e' r s• Lt ve 4• r s• 4s' r r s• so• Ie' r
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�' y.a rwr s+� a�rr w r r• Ir 11 L/4 7 r Ir U 1/e 7' r Ir 4r 14' r Ie' 10• 74 r
5'-0" 4'-9" 1 2 TRAVELWAY 1 2 TRAVELWAY T - HYDRANT f `•y~- �'� A A +
SIDEWALK rriEs L TEES L, TEES
3" L•Ks'Kt' ar r WXW.A. Ir r IZ•rIrW 1r r r,fr"s' 17' r \
BIT. CONC. BERM •�a�rrr�uwww�r�s��rr
TYPE-2 L .,w
f
1/4' 3/8
IN FT IN FT _�1/4" IN/FT 1/4' iN/FT—,� 6" LOAM /IN/FT 4* CEMENT WAYS)SIDEWALK PLAN I I CATCH BASrN
x- PROCESSED GRAVEL REDUCERS
e' COMPACTED GRAVEL BASE PVC REMXTUN SIZE L c C
® THRUST RES'"khm
L D GAS MAIN P-� ID' To a' M• D. r
ac CAN CONDUIT 10' MIN. lSQIES! a• ro s• a• r GATE VALVE
„ � A s . I etas
30" MIN, COVER t r
30" MI1 COVER THE AXI E CMMTNM AM &%=oM THE nXLMAM NOMA ASswTn1S `-"'"��"'•"' I • ,
�J 6 CM=TMNS DEFER rOITACT TOWN DIMMER XFORE PROCED M(� Ir
A OF PIPE IS GREATER THAN OR EQUAL TO 5 FEET, ��,L I
" B I �LEMGT}i I� TO CalEAT7 TIAk/TEOIY L Tfl 11 i EET1 7 3 FEET, 1W C I, ET.CDrIC s y _ +s z+r
1 ' MIN. C. LAYING cbtmtTtONS AND S= SDULAR TO THE rM-LOwmc (Type 3} TARIght PAPOt T�faxArs
RCP CLASS III $" DI O 41 r�Ud #p4 PLM I PLO!
STORM DRAIN WAT'ERMAIN sea. S1M1.L WE aF, SILTS OF HEDILN M LAW PLASTICITY VITH SAW tP GRAVEIIIN '
{SEE PLAN/PROFILE} 8" PVC LL ( 94 es - sa X COARSE PARTICLES '� wttu �"
5' MIN. COVER
SANITARY SEWER THRUST RESTRAINTS - FIELD LOK GASKETS A WT,t:ete
{SEE PLAN/PROFILE} SECTM ,a COUNK �C� ArQI ...
1LTX GYof eASKI I
TYPE OF STREET BIGHT OF WAY WIDTH (FT) PAVEMENT WIDTH BITUMINUQUy5CONCRETE GRAVEL BASE CONCRETE COLLARS
RY.1 Y
PLACE 46 FT 26 FT 1.5* -- SURFACE; 3" -- BASE 4" DENSE GRADE 8" ' Y
LANE 50 FT 30 FT 1.5" - SURFACE; 3" - BASE 4" DENSE GRADE 8"
p, fa I
TYPICAL ROADWAY SECTION •"--....,<.A�
N.T.S, a• , nor.us .w.midn�0.X+ � s,srr,p'�W"+at�Or+�
T-r r
DRAINAGE: SWALL
N.T.S. f ''
SEGTIOM w-A
LOAM b SEED PER PRECAST CATCH BASIN
PVC PLUG PVC MAIN SEVER PLANTING SCHF.:1L'LE 81:LOW 'TYPE C'
AR SEE SPEC
STANDARD KAte=FRAME AND COVER PVC BULLDD4 5lWER I ' PLACEAROCONCRETE UND VALVE
PE
SEE 2aL?.1 AND smat \ ' I BOX PRIOR TG FRIISH — 0
TO INCLUDE "$'AEA^ PAYING. SEE CONC.
M„. ADJUST To GRADE"HoEns ---�" -- --� ^ COLLAR OETANS r �•\�,�V/i� "Developer must place bounds prior to paving driveways
011'Ef°t THAN E �MASONRY ASPHALT
�11 3 I wherever driveways surround any street bound and approved
1 bound box is to be placed with bound.*
s O is R SET N A FGLL L S1lEEP 4b'BETUD �i SALT \
�1� DEb OF M01lTAR I _ /
IFLAT MAN TUP FOR
i
SHALLOW KANHOIES i ♦3• � AW ETTAIIP.AVDNXTSEE 11 �I I
l.AL ALL JOINTS"APPROM i { SPECIFICATICH FM �lICN OF CENWI El6 SIDEMIRLI(S
R tsalw ,a or sTm ' AN �I IST. JOINT FILLER vALYE BOX ---T[�'c.Y \\V/ �'% The mete used for the sidewalks shall have a th of 4000 psi., a
PER %013MCAL FOOT, PLACED ACC�1G L- TY LINE i e' VALVE j * +' OR BROIqDt5 0, mmxL un aggregate size of 3/4` and shall contain 71 entrained air.
TO AS11t SPEGtrlCATIDN c 470 1 IYZON JOINT I AROUND MYORANT be De.livery slips 4rv, DNA SEE JorrT oETArs DELorr I I , DRAIN ` ti-; Concrete being aUsed lconform toethe above lsta•+drds. The concretet shall
�
ALTDaATE ` SEED PLANTING SCHEDULE be placed in alternate slabs 20 feet in length to a depth of 4 inches
IN+EIrTEa ARpt rTH NAIlD -. T�
+j• Cur elaac LAD ON [DOE #EOMMO GRADE TEE wTE , (Drai age S:/ale) except under driveways where required., the depth shall be 6 inches. The
,,w-_'t.MAx SME1F Or STRIlG71JRE TO e[ sections shall be separated by a 1/2 inch thick PE: Lded asphalt expansion
r HEADER$LAID Mr -'r ` joint. The concrete shall be protected frost loss of water. the weather
wN IO OR CWJVHED STOW ION STun 4' Mt, ppy� and traffic for at least 3 days after pelting by + >•ethod approved by the
LESS ,® xodified perrlanent seeding mixture nL•. y GASSIW 'from Massachusetts
�"' �i"~r'
1I j 13 CITY D1oINETR ' SVW W W Nr HYDRANT Pe a aPftE Erosion And Sediment Control Guide 1 i r.e s - 19 9 7) in the following The suctsc: of the concrete walk shall be uniformly moored into block units
r MK ado Cr 1 4• TI PS 45'`� ��N Fescue -10 r �h scoring
SILL / 4S'�rY[ DEO_ 111,FAE WORKD40 !PACE Ts L W"M ratio 41 D ( 1:.I lb e r s 1 n 1 b s/d c r e) Fed d Canada Bluegrass - 1 C OL areas Hot nDre than 25 .glare feet. The of scot shall be at
'•aim ' 01L ZEE EDuuAL B 1e (w M /I PVC MART WAft_ �L AWII�o OBY+Cs u , Perennial R ye g r a s s - 1 S ( i r.c r e a s e) , a:1 d Red Top - 1, is :e c c^1'e n d e d !east one quarter of the thickness of the s i detCalk. After trowel 11eq ti the
J J t+' o- of ON ME UNTIL PIPE ARE f c r planting the 'water Q L a 1 i t 5 w a 1-e s t o p r G v i d e a c e_tic, dense cover surEREf ace of the walk Mull be brushed to produce a Nonslip sI>rface.
B As(fD (PRIOR To -a n d to suppress w o c d y g,c w t h. The contractor shall provide all lights BEd berricedas which .ay be E►ee I
cT NN I V �s Pv+: ERR)) or Way be required by the Town Enoineec to protect the wale, psdestrianati
rr P� SECTION HYDRANT DETAIL and traffic-
_ , , WIN sFcneN I1-e
ORo► 50F�vOr NOTES: H.T.S MAD'1EI, IILW Wisre in the opinion of the limn Cngimer or his espessentative the sub-
11 CLEAR CAST N WALL 1.BMDMG SEW= SHALL BE 4' DLk EXCEPT grade under the existing sidewalk i, not suitable or the elevetiCln of the
STANDARD SANITARY AS DIRECTED BY THE ENS
SEWER MANHOLE 2-U=TICN AM OVIM OF BUILDING SCVEIes RIP RAP SEDIMENT TRAP wile Heals to be raised the tCx shall h compactedcavate existing �vel mw p to
JaNY OETAIIs N.T.S. To BE DEMNI ED IN TINE FIELD BY THE ENGelIM 2 inches offpra�� graveplacement below the nowiwalk biases stall ewe
cote.,
". wider by three (3) inches on each side than specified sidewalk width.
BUILDING SEWER CONNECT110N Compaction shall be by etaena of vibration plate compactor or 2 tan roller.
N T.S DRAINAGE Rip-Rap — Any tree roots enaalnt*E: in the area of the rack shall be rmmE:I by the
PIPE 25 LB. STONE MIN. , 12" DEEP contractor.
lrrele ttr�e LEVEL y FINISH GRADE
12 ' �\�� ALL SEWER MANHOLES MUST PASS A VACUMN TEST, AS
EN=_ICH MIN. *- APPROVED BY THE TOWN ENGINEER.
END OF
ENTR:.vCH
BURLA_ID �� �! % END OF
BU .D Before any sanitary sewer will be accepted by the Board, it must pass
b DEEP /�r/"MR , /lC� l I!.A6" DEED an infiltration or exfiltration test, at the discretion of the Town Engineer,
COMPACTED GRANULAR a M A B C `>PACTED SG3GRADE
BACKFILL AS APPROVED BURLA-V LINER made in accordance with the Department of Public Works Specifica-
� W
BY THE ENGINEER - 12" 81 12" tionS. Said test will be made at the developer's expense and shall be
INITIAL BACKFILL 0o�`^ WI MTN• .rlx• made under the direction of the Town Engineer.
a `^ aw�I w�irns�tlwfr
a St,OFlC n lEDEwAtx
C s C ea ►a,nerd
♦ r T ww wYtou
— SIDE VIEW
NON-WOVEN GEOTEXTiLE a a a a4 6, �, � aa1>tre 1 1REEeELT GENERAL CONSTRUCTION NOTES:
(SEE NOTE 2) , * La 62 culls _ � STREET LIGHTS SRALL BE INnALLED IN ACCORDANCE WITH
D/2 �F A B 'aA '�ec'r
SPRING LINE OF PIPE --- ------ ---- r 1- .� THE AGAWAM DEPARTMENT OF PUBLIC WORKS RZQUIRElMtg.
30" MANHOLE COVER
D/2 y= I•C , TrIE1tE rea mom, C1DNd1ETE TYPE 'A' & 'B'
HAUNCHING a H SIDEWALK Is TO RUN ,� THE DEVELOPER SMALL NOTIFY TSE AGAWAM DEPARTMENT OF
(SEE NOTE 31 COF11wotllLY ham'
�6' ' v CONTINUO " f0s" .PUBLIC WORKS AT LEAST 48- HOURS IN ADVANCE OF THE
61 _ F FINISH FINISH
BEDDING : ��DSO L�am o GRADE
w a
(SEE NOTE 3) v..' WE 4000AMM �� 12 '` TIME WHEltI HE PLANS TO BEGIN OR RESUME ANY WORK.
AS ORDERED BY SIZE OF 3/4' ME> ALL SECTION A-A N END OF WITH TI3TE STLANDARDSC�STHECACAWAM�DEPARTMENT LY
CRUSHED STONE s+Au�"" ENTRENCH ' " �' ENTRENCH
FOUNDATION THE ENGINEER 5-7%exmAINED AM ,•LIP - ��
°EPTH 1
BE A WON" 4•* � B e BURLAP 6" DEEP \��'� � �r�' BURLAP PUBLIC WORKS.
- of
a- BDRATH ORIVM" SECTION B-B C b" DEEP
L THE DVSTALLATIDI OF PVC SEVER PIPE SHALL CT WnW 7D 0, \ 5 DRIVEWAY (CURE CUT) LOCATIONS TO BE DETERMIm IN
THE REBEDPII4£NTs OF ASrN STANDARD D-2321 •qt'1's' B�,AP THE FIELD. A PERMIT FROM THE AGAWAM DEPARTMENT OF
2. THE EN)lEDhENT MATETtIAL SHALL BE 3/4• CRUSFED STONE 13 <'OROP "+l!
AND SHILL BE VRAPPED IN A NON-•WOVEN GEOTEXTILE ' LINER PUBLIC WORKS W11Z BE REQUIRED.
APPROVED BY THE ENGINEER Lt
a USEDD�n HNPn1 SECTION C-C r* c TO carwAcr THE SECTION VIEW
AND TWO SRADE TREES SHALL RE PROVIDED WITHIN 20 FEET OF
TRENCH SECTION
STANDARD DRIVEWAY THE STREET LINE ON EACS LOT.
' ' N.T.S. ALL CLAY 6 SILT IN ROADWAY AREA DUST BE REPLACED WITH
A SUITABLE MATERIAL TO A DEPTH SPECIFIED BY THE TOWN
I ElIG I):fEER.
Ar
SECTION 9-B (CP ` h ;
TOP COURSE �� 4
30' MANHOLE FRAME
' TYPE B W
1111 OCT 1 9 2000
C'ovy-,�oG LAB% /s .��7U%reC�� BINDER couRSE g" rL,i C�i4•�.. .11G�TAP/ S
PLANNIN
7—s r�,cl BITUMINOUS CONCRETE
user-ram
CURB TYPE_ ����p ss4 /2'��-.s%4•e� �,�ov�-
2 G
�M OF o aAVIDy
o _E110Y y\ CD
� BEAN
s NC NK9s39 H ��( f1292$0P DATE: SCALE: ,(/�iQ
ko.t
tlr+L 9 0 S VE'��� L7-�4.[.��8 2app CHECKED: '2 ,C/�
�CL�l1' 3-/-2oOv
PLAN NO. SHEET NO.
S- -tealo
f
s
D . L . BEAN, ISURVEYORS &
a
m
40 SCHOOL STREET ENGINEERS
WESTFIELD, MASSACHUSETTS
�3, 348'
BOUND POINT TIES
I
EXIS71NG 20' WIDE �
BARNEY STREET
EASEMENT !
I T'4 T IC,N CFFSLT
F r 6+68.82 25.00' LT. S 12002'26" W
I ! f ! 7+28.55 42.43' RT. N 32057'34" W
7+39. 13 50.79' LT. S 32'57'34" E
N/F N/F I N/F N/F NjF N/F N/F I NjF N/F NlF
J KORVEK LAM J. TRUONG J BOUCHER J CLMMINGS ! .,.FIELD P.MONAHAN S. POWERS SULLIVAN R- HC-WE
'
15' WIDE BU,FER r'���- 15' WIDE BUFFER
I I '
1 30' WIDE STORM �
4 DRAIN EASEMENT h
`ti LOT 3 �
LOT 2
!I LOT 1
co
73 �1 L 1
N/F � ' �' � �� o ?0 00,
A. MARLtvA �� R�0,0
! I 0' 242 6-7
` t
1V
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NOTE G
r— 0+00 EQUALS /
CENTER LINE BARNEY STREET
WITH CENTER LINE RIVER ROAD
Q
r
C, %/ L �0 O 7* 1.07
0 1 10.00' 21.96' \' y()' I � !
T N 7T57'34" W nL L LOT 4
BARNEY o o coo �� BARNEY o
?� s�,s a
�� 'STREET N ? 5734 W En S 77'57'34' E %
W 110 108.34' j n
I '� I L=1.68' I
20' WIDE 1
STORM DRAIN
EASEMENT
i
LOT 5
LOT 6 C6 !
84 N
iz
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LEGEND i •
o = IRON PIPE SET
❑ = CONCRETE BOUND SET
• = IRON PIPE FOUND
b�
■ = STONE BOUND FOUND j
i
12 = HOUSE NUMBER
Of
PIC �c
3NUTIE 1 10-2-02 — ADDED 0+00 _ T,IA
COMMONWEALTH OF MASSACHUSETTS isaato i 2 �- --
10-2--02� ADDED BEARING TO � BASELINE T,.t,4 .
TOWN OF AGAWAM ` � $124 3 10-3-02 ADDED NOTE FOR 0+00 TJA
TOWN OF AGAWAM f.
PLANNING BOARD REPORT OFFICE OF THE TOWN CLERK —7
�� / . I I
THIS PLAN HAS BEEN REFERRED TO THE fir, DATE REVI�IGN
THIS SURVEY & PLAN WERE
AGAWAM PLANNING BOARD IN ACCORDANCE PREPARED IN ACCORDANCE
WITH CHAPTER 41 , SECTION 81 1 of THE I HEREWITH CERTIFY FROM RECORDS IN MY CUSTODY AS TOWN WITH THE PROCEDURAL & TOWN OF AGAWAM
GENERAL LAWS, AND SAID BOARD HAS CLERK THAT THIS IS A TRUE COPY OF THE PLAN, SHOWING THE TECHNICAL STANDARDS FOR M A S S A C H U S E T T S
SUBMITTED ITS REPORT THEREON TO THE THE PRACTICE OF LAND
TOWN COUNCIL. BOUNDARIES AND MEASUREMENTS OF THE WAY, AS LAP'-),OUT suRVE G IN T DEPARTMENT OF PUBLIC WORKS
a— CHAIRMAN BY THE ORDER OF THE AGAWAM TOWN COUNCIL, PUR UA T COM N EALTH F ASP.
DATE: TO THE SECTIONS 155-24 THRU 155�--27 H TOWN C E, ON
a' 40' 80, 120' BARNEY STREET
2a 6a Mimi ACCEPTANCE PLAN
OA 1 CERTIFY THAT I HAVE
DATE: I D M. HEROUX SCALE: 1 "-40' CONFORMED WITH THE RULES
TOWN CLERK & REGULATIONS OF THE
REGISTE OF DEED AT 10- 1 -2002 F ELD BK N . PACE 1 OF 1
PREP IN THIS
T.J.A. CHECKED M.E.S, APPROVED
PLAN NO.
i