8332_PRELIMINARY PLAN- SILVER ST. - PELLEY-MALONE #�339
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36 Main Street Agawam, Massachusetts 01001-1837
� D MPy�1 Tel. 413-786-0400 Fax 413-786-9927
PLANNING BOARD
Ernest Malone, Jr.
244 Silver Lake Drive
Agawam, MA 01001
Dear Mr. Malone:
At its duly called meeting held on December.2, 2004, the Agawam Planning Board voted to
approve the plan entitled "Preliminary Subdivision Plan, Agawam, Massachusetts, For: Robert T.
Pelley & Ernest A. Malone, Jr., Silver Street, Agawam, MA", prepared by D.L. Bean, Inc. and
dated November 2, 2004. The Board's approval is conditional upon the plan addressing the
Engineering Department comments dated December 2, 2004 (attached).
If you have any questions, please contact this office at 786-0400, extension 283.,
Sincerely,
Dennis B. Hopkins, Chairman
AGAWAM PLANNING BOARD
DBH:pre
a
cc: D. L. Bean, Inc.
Engineering Dept.
Town Clerk
File -
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n
TOWN OF AGAw" FA
4,
INTEROFFICE
MEMORANDUM S 0
To: Planning Board ,a ,
CC: John P. Stone, DPW Supt. / File
DEC 2
From- Engineering
Date: December 2, 2044
1 Pei: •" y v=
Subject: Preliminary Subdivision Plan - Pelley/ Malone - SiIver and'Mountain View Streets
Per your request dated November 2, 2004, Engineering has reviewed the plan entitled,
"Preliminary Subdivision Plan - Agawam, Massachusetts; For: Robert T. Pelley and Ernest A.
Malone, Jr. - Silver Street, Agawam, MA; Prepared by: D.L. Bean, Inc. Dated: November 3,
2004; Scale: I"=50'," and we have the following comments-
En En ineerin re uests_that the following issue be addressed_before_the approval of the.Preliminary
g - g - -- - --- -
Plan:
1. The Agawam D.P.W. does not want a public low-pressure sewer within the right of way..
Low pressure systems are not in the best interest of the future residents of Agawam.
There are a couple other options that should be considered:
A. The entire subdivision could be serviced by gravity sewer if the proposed main
connected to the existing sewer located in the easement at the north west corner of
Lot'6. This option would require bridging the existing stream and
designing/building all appropriate structures to ensure the successful operation of
the exposed sewer.
B. The developer should investigate the option of connecting to the sewer main at a
lower elevation on Silver Street. This would require an easement to be established
through properties on east side of subdivision.
The following comments should be addressed in the Definitive Plan submittal:
2. The outlet of the detention pond should be a level spreader to help reduce the velocity of
the storm water exiting the detention pond. The depth of the groundwater at this location
must be determined prior to approval of the design.
3. It is recommended that an overall grading plan showing ground elevations, top of
foundation wall elevations, approximate driveway layouts and grades, any necessary
swales, yard drains, and drainage easements be required for this subdivision. A note
should be added to the plan stating that if changes to the lot grades are desired by the
owners, individual grading plans can be submitted to the Engineering Division for
approval.
4. The plan shows an existing group of trees along the length of the proposed street line.
These trees will have to be removed entirely from the right of way. This includes the
removal of all stumps and organic material. A-suitable process must be proposed to
address this concern. Appropriate fill material approved by the Town Engineer must be
put in place.
5. The Definitive plans should indicate that a saw cut and/or milling be required to match the
proposed and existing pavements at the connections to Mountain View and Silver Streets.
A paving plan with adequate detail showing the connection with the existing street
pavement must be-submitted. The plans should also show the-connection of the driveway
located at the end of Mountain View Street (for access to barn next door to #42). The
developer/engineer needs to work with the owner when making the curb cut and paving the
apron for the driveway. Our records indicate that there is an existing catch basin, drainage
pipe, and right of way located at the end of Mountain View Street. This should be field
verified and added to the plans.
6. An appropriate transition from the proposed granite curbing to existing cape cod berm will
be re aired at the Silver Street intersection.
7. The existing driveway and fence located at #404 Silver Street needs to be added to the
plans.
8. The location of the proposed erosion control measures including silt fence should be shown
on the plans. A courtesy copy of the NPDES Construction Permit materials should-bc
submitted to Engineering after the definitive plan is approved.
9. The construction phase and final protections of the detention pond should be depicted
similar to the Definitive Subdivision Plan for-Woodside Drive.
10. Bearings and full closures will be required for all property Iines, proposed street lines, and
easements.
11. A sight distance study will be required for the entrance to the subdivision on Silver Street.
If necessary, sight distance easements should be taken/secured from adjacent property
owners.
12. The applicant should keep in mind that in any area outside the right-of-way and building
site [house plus fifteen (15) feet outside walls and leach field area], no tree over eight (8)
inches in diameter measured five (5) feet above the ground shall be removed without the
consent of the Tree Warden or his agent. Any trees which meet these requirements and
are to remain, must be shown on the plan.
13. Station 0+00 of the plans should,begin at the intersection of the proposed street centerline
and the existing street line of Silver Street.
l4. Catch basins should be proposed at the entrance to the subdivision on Silver Street and
connected directly to the Town's existing system. A grading plan of the finished paving
elevations must be submitted for this intersection to ensure there is adequate pitch in the
area.adjacent to these two catch basins. This will ensure that ponding and icy conditions
do not occur at the intersection.
If you.have any questions, please do not hesitate to contact our division.
Sincerely,
1
.Geo anne J. yman P.E. Michael Chase
r �� To Engineq Assistant Town Engineer
H:XENG1NEERISUBDIVISi1ver Street-Pelley-Malunelmemos101 -preliminary review.wpd
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36 Main Street Agawam, Massachusetts 01001-1837
Tel. 413-786-0400. Fax 413-786-9927
PLANNING BOARD
Robert Pelley
404 Silver Street
Agawam, MA 01001
Dear Mr. Pelley:
At its duly called meeting held on December 2, 2004, the Agawam Planning Board voted to
approve the plan entitled "Preliminary Subdivision Plan, Agawam, Massachusetts, For: Robert T.
Pelley & Ernest A. Malone, Jr., Silver Street, Agawam, MA", prepared by D.L. Bean, Inc. and
dated November 2, 2004. The Board's approval is conditional upon the plan addressing the
Engineering Department comments dated December 2, 2004 (attached).
If you have any questions, please contact this office at 786-0400, extension 283.
Sincerely,
u�
Dennis B. Hopkins, Chairman
AGAWAM PLANNING BOARD
. o
DBH:pre r,
cc: D. L. Bean, Inc.
Engineering Dept. �•
Town Clerk
to R
File w
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cn
FA
TOWN OF AGAwAm'
o .�
INTEROFFICE
MEMORANDUM D
To: Planning Board-
CC: John P. Stone, DPW Supt. / File
N�c DEC
From: Engineering ;
Date: December 2, 2004
Subject: Preliminary Subdivision Plan - Pelley/ Malone - Silver and'Mountain View Streets
Per your request dated November 2, 2004, Engineering has reviewed the plan entitled,
"Preliminary Subdivision Plan - Agawam, Massachusetts; For: Robert T. Pelley and Ernest A.
Malone, Jr. - Silver Street, Agawam, MA; Prepared by: D.L. Bean, Inc. Dated: November 3,
2004; Scale: I"=.50'," and we have the following comments:
Engineering requests-that-the-followmg_issue-be-addressed-before_the_approval-of-the-P-reliminary-----
Plan:
1. The Agawam D.P.W. does-not want a public low-pressure sewer within the right of way.
Low pressure systems are not in the best interest of the fixture residents of Agawam.
There are a couple other options that should be considered:
A. The entire subdivision could be serviced by gravity sewer if the proposed main
connected to the existing sewer located in the easement at the north west corner of
Lot b. This option would require bridging the existing stream and
designing/building all appropriate structures to ensure the successful operation of
the exposed sewer.
B. The developer should investigate the option of connecting to the sewer main at a
lower elevation on Silver Street. This would require an'easement to be established
through properties on east side of subdivision.
The following comments should be addressed in the Definitive Plan submittal:
2. The outlet of the detention pond should be a level spreader to help reduce the velocity of
the storm water exiting the detention pond. The depth of the groundwater at this location
must be determined prior to approval of the design.
3. It is recommended that an overall grading plan showing ground elevations, top of
foundation wail elevations, approximate driveway layouts and grades, any necessary
swales, yard drains, and drainage easements be required for this subdivision. A note
should be added to the plan stating that if changes to the lot grades are desired by the
owners, individual grading plans can be submitted to the Engineering Division for
approval.
4. The plan shows an existing group of trees along the Iength of the proposed street line.
These trees will have to be removed entirely from the right of way. This includes the
removal of all stumps and organic material. A suitable process must be proposed to
address this concern. Appropriate fill material approved by the Town Engineer must be
put in place.
5. The Definitive plans should indicate that a saw cut and/or milling be required to match the
proposed and existing pavements at the connections to Mountain View and Silver Streets.
A paving plan with adequate detail showing the connection with the existing street
pavement must be.submitted. The plans should also show the-connection of the driveway
located at the end of Mountain View Street (for access to barn next door to #42). The
developer/engineer needs to work with the owner when making the curb cut and paving the
apron for the driveway. Our records indicate that there is an existing catch basin, drainage
pipe, and right of way located at the end of Mountain View Street. This should be field
verified and added to the plans. '
6. An appropriate transition from the proposed granite curbing to existing cape cod berm will
be required at the Silver Street-intersection.
7. The existing driveway and fence located at #404 Silver Street needs to be added to the
plans.
8. The location of the proposed erosion control measures including silt'fence should be shown
on the plans. A courtesy copy of the NPDES Construction Permit materials should be
submitted to Engineering after the definitive plan is approved.
9. The construction phase and final protections of the detention pond should be'depicted
similar to the Definitive Subdivision Plan for Woodside Drive.
10. Bearings and full closures will be required for all property lines, proposed street lines, and
easements.
_ 11. A sight distance study will be required for the entrance to the subdivision on Silver Street.
If necessary, sight distance easements should be taken/secured from adjacent property
owners.
12. The applicant should keep in mind that in any area outside the right-of-way and building
site [house plus fifteen (15) feet outside walls and leach field area], no tree over eight (8)
inches in diameter measured five (5) feet above the ground shall be removed without the
consent of the Tree Warden or his agent. Any trees which meet these requirements and
are to remain, must be shown on the plan.
13. Station 0+00 of the plans should-.begin at the intersection of the proposed street centerline
and the existing street line of Silver Street.
14. Catch basins should be proposed at the entrance to the subdivision on Silver Street and
connected directly to the Town's existing system. A grading plan of the finished paving
elevations must be submitted for this intersection to ensure there is adequate pitch in the
area adjacent to these two catch basins'. This will ensure that ponding and icy conditions
do not occur at the intersection.
If you.have any questions, please do not hesitate to contact our division.
Sincerely,
LL%
.,,"Oeoy4anne J. yman P.E. Michael Chase
TV Engine Assistant Town Engineer
HAENGINEERISUDDIVISilver Street-Pelley-Malonelmemos\01 -preliminary review.wpd
C�
F
l�
M
Reviewer D. Dachos Date 12/1/04
Date reed 11/2/0 4 Dist. Date 11/2/0 4
Planning Board Meeting Date 12 /2 /0 4
Mandatory Date for final action 12%1 7/0 4
OFFICE OF PLANNING AND COMMUNITY DEVELOPMENT
PRELIMINARY PLAN REVIEW
Name of Applicant Robert T. Pe.11ey & Ernes<t A. Malone, Jr.
Address 404 Silver Street , Agawam/244 Silver Lake Drive, Agawam
Address of Property north side of Silver Street , 320 ' east of Mountain View St .
Name of Subdivision none.
Number of Lots 13 Deposit 8 5 .0 0
Preliminga Plan Content:
Statement of interest in land 0..K'
Location reap of site and surroundings O.K.
Environmental Study:
Relationship to zoning,.Master Plan, etc. O.K
Existing topo, water table, etc. No water table information provided.
Impacts of proposed development Applicants are asking for a waiver in
order to use a low pressure sanitary sewer system with grinder
pumps . See Engienering comments .
Other:
Lot survey with existing easements, abutters, zone Iines, and existing streets
O .K.
Topographic Plan:
Existing contours at T intervals O.K.
Environmental elements O.K.
Proposed streets and lot lines . 0.K.
Sewage, water, and drainage See Engineering comments .
SUBMITTAL SHALL INCLUDE: ONE (1) ORIGINAL AND FOUR (4) COPIES
•
TowN OF AGAwAm o
INTEROFFICE
z
MEMORANDUM °°Ra
To: Planning BoardTv
r
CC: John P. Stone, DPW Supt. 1 File ;>, �
From: Engineering
Date: December 2, 2004 .=7�-; j
Subject: Preliminary Subdivision Plan - Pelleyl Malone - Silver and Mountain View Streets
Per your request dated November 2, 2004, Engineering has reviewed the plan entitled,
"Preliminary Subdivision Plan - Agawam, Massachusetts; For: Robert T. Pelley and Ernest A.
Malone, Jr. - Silver Street, Agawam, MA; Prepared by: D.L. Bean, Inc. Dated: November 3,
2004; Scale: 1"=50'," and we have the following comments:
Engineering requests that the following issue be addressed before the approval of the Preliminary
Plan-
1. The Agawam D.P.W. does not want a public low-pressure sewer within the right of way.
Low pressure systems are not in the best interest of the future residents of Agawam.
There are a couple other options that should be considered:
A. The entire subdivision could be serviced by gravity sewer if the proposed main
connected to the existing sewer located in the easement at the north west corner of
Lot b. This option would require bridging the existing stream and
designing/building all appropriate structures to ensure the successful operation of
the exposed sewer.
B. The developer should investigate the option of connecting to the sewer main at a
lower elevation on Silver Street. This would require an easement to be established
through properties on east side of subdivision.
The following comments should be addressed in the Definitive Plan submittal:
2. The outlet of the detention pond should be a level spreader to help reduce the velocity of
the storm water exiting the detention pond. The depth of the groundwater at this location
must be determined prior to approval of the design.
3. It is recommended that an overall grading plan showing ground elevations, top of
foundation wall elevations, approximate driveway layouts and grades, any necessary
swales, yard drains, and drainage easements be required for this subdivision. A note
should be added to the plan stating that if changes to the lot grades are desired by the
owners, individual grading plans can be submitted to the Engineering Division for
approval.
4. The plan shows an existing group of trees along the length of the proposed street line.
These trees will have to be removed entirely from the right of way. This includes the
removal of all stumps and organic material. A suitable process must be proposed to
address this concern. Appropriate fill material approved by the Town Engineer must be
put in place.
5. The Definitive plans should indicate that a saw cut and/or milling be required to match the
proposed and existing pavements at the connections to Mountain View and Silver Streets.
A paving plan with adequate detail showing the connection with the existing street
pavement must be submitted. The plans should also show the connection of the driveway
located at the end of Mountain View Street (for access to barn next door to #42). The
developerlengineei needs to work with the owner when making the curb cut and paving the
apron for the driveway. Our records indicate that there is an existing catch basin, drainage
pipe, and right of way located at the end of Mountain View Street. This should be field
verified and added to the plans.
6. An appropriate transition from the proposed granite curbing to existing cape cod berm will
be required at the Silver Street intersection.
7. The existing driveway and fence located at #404 Silver Street needs to be added to the
plans.
$. The location of the proposed erosion control measures including silt fence should be shown
on the plans. A courtesy copy of the NPDES Construction Permit materials should be
submitted to Engineering after the definitive plan is approved.
9. The construction phase and final protections of the detention pond should be depicted
similar to the Definitive Subdivision Plan for Woodside Drive.
10. Bearings and full closures will be required for all property lines, proposed street lines, and
easements.
11. A sight distance study will be required for the entrance to the subdivision on Silver Street.
If necessary, sight distance easements should be taken/secured from adjacent property
owners.
12. The applicant should keep in mind that in any area outside the right-of-way and building
site [house plus fifteen (15) feet outside walls and leach field area], no tree over eight (8)
inches in diameter measured five (5) feet above the ground shall be removed without the
consent of the Tree Warden or his agent. Any trees which meet these requirements and
are to remain, must be shown on the plan.
13. Station 0+00 of the plans should begin at the intersection of the proposed street centerline
and the existing street line of Silver Street.
14. Catch basins should be proposed at the entrance to the subdivision on Silver Street and
connected directly to the Town's existing system. A grading plan of the finished paving
elevations must be submitted for this intersection to ensure there is adequate pitch in the
area adjacent to these two catch basins. This will ensure that ponding and icy conditions
do not occur at the intersection.
If you have any questions, please do not hesitate to contact our division.
Sincerely,
Geor, anne J. yman, .E. Michael Chase
Tow)
ow Engine Assistant Town Engineer
H:IENGINEERISUBDIV1Silver Street-Pelley-Malonelmemos101 -preliminary review.wpd
CIRCOSTA JOSEPH J D T ROSATI, INC.
441 SILVER ST 415 SILVER STREET
AGAWAM, MA 01001-2921 AGAWAM, MA 01001-2921
J D T ROSATI INC DUQUETTE EDWARD J
415 SILVER ST 405 SILVER ST
AGAWAM, MA 01001-2921 AGAWAM, MA 01001-2921
MARTEL JAMES M AGAWAM REAL ESTATE
393 SILVER ST 200 MAPLE STREET
AGAWAM, MA 01001-2919 SPRINGFIELD, MA 01105
AGAWAM REAL ESTATE NESEN NIKOLAY
200 MAPLE STREET 223 MILL ST
SPRINGFIELD, MA 01105 AGAWAM, MA 01001-2389
WESTERN MASS ELECTRIC CO WESTERN MASS ELECTRIC CO
174 BRUSH HILL AVENUE 174 BRUSH HILL AVENUE
WEST SPRINGFIELD, MA 01089-1298 WEST SPRINGFIELD„ MA 01089-1298
WESTERN MASS ELECTRIC CO MALONE ERNEST A JR
174 BRUSH HILL AVENUE 338 SILVER ST
WEST SPRINGFIELD, MA 01089-1298 AGAWAM, MA 01001-2983
KIEFFER JOHN A WESTERN MASS ELECTRIC CO
44 SOUTHWICK ST 174 BRUSH HILL AVENUE
FEEDING HILLS, MA 01030-2024 WEST SPRINGFIELD, MA 01089-1298
LEDUC BERNARD A GOSSELIN SUSAN A
60 MOUNTAIN VIEW ST 54 MOUNTAIN VIEW ST
AGAWAM, MA 01001-2912 AGAWAM, MA 01001-2912
ROBERTS AUDREY M LIT WOZNIAK JOSEPH S
48 MOUNTAINVIEW ST 42 MOUNTAIN VIEW ST
AGAWAM, MA 01001-2912 AGAWAM, MA 01001-2912
LEDUC BERNARD A CARDIN ROGER J
60 MOUNTAINVIEW ST 36 MOUNTAINVIEW ST
AGAWAM, MA 01001-2912 AGAWAM, MA 01001-2912
WALKER CHARLES W SIDALL JOANNE
30 MOUNTAIN VIEW ST 24 MOUNTAIN VIEW ST
AGAWAM, MA 01001-2912 AGAWAM, MA 01001-2912
ROCK REGINA M.L.TEN DORE CHARLES L
125 DOAN AVE 442 SILVER ST
AGAWAM, MA 01001 AGAWAM, MA 01001-2984
MILOTTE LISA MALONE ERNEST A JR
416 SILVER STREET 338 SILVER ST
AGAWAM, MA 01001 AGAWAM, MA 01001-2983
i •
PELLEY ROBERT T STEPAT WALTER
404 SILVER ST 1111 NORTH STREET
AGAWAM, MA 01001-2984 SUFFIELD, CT 06078
GRBESIC ALEN FINI ROBERT R
386 SILVER STREET BROWN'S LA
AGAWAM, MA 01001 WEST NEWBURY, MA 01985
FINI ROBERT R KAUFFMAN RAYMOND B
BROWN'S LANE 16 VADNAIS ST
W. NEWBURY, MA 01985 AGAWAM, MA 01001-2936
HILL RICHARD H ZINGARELLI CARL A
456 SILVER ST 450 SILVER ST
AGAWAM, MA 01001-2922 AGAWAM, MA 01001-2922
PERRY RUTH A CHLASTAWA JOHN J LIT
17 MOUNTAIN VIEW ST 23 MOUNTAIN VIEW ST
AGAWAM, MA 01001-2911 AGAWAM, MA 01001-29i 1
FRAZIER LAURY A BARKER WILLIAM C & MARCIA L.T.
29 MOUNTAIN VIEW ST 35 MOUNTAIN VIEW ST
AGAWAM, MA 01001-2911 AGAWAM, MA 01001-2911
WESTERN MASS ELECTRIC CO ST JOHN DAVID F
174 BRUSH HILL AVENUE 441 SILVER ST
WEST SPRINGFIELD, MA 01089-1298 AGAWAM, MA 01001-2921
o�� 9 Town of gawam
;+ 36 Main Street Agawam, Massachusetts 01001-1837
y� 1�
Tel. 413-786-0400 Fax 413-786-9927
PLANNING BOARD
November 22, 2004
Dear Abutter:
Robert T. Pelley and Ernest Malone, Jr. have submitted a Preliminary Subdivision Plan to the
Agawam Planning Board for property located on the northerly side of Silver Street
approximately 320 feet easterly of the intersection of Mountain View Street. The parcel of land
contains approximately 11.1 acres and the proposal is to subdivide it into thirteen (13) lots.
The Planning Board will be reviewing this Preliminary Plan at their meeting on December 2,
2004, which begins at 7:00 PM and will be held at the Agawam Public Library, 750 Cooper
Street. If you have any questions you may contact this office at 786-0400, extension 245.
Sincerely,
Dennis B. Hopkins, Chairman
AGAWAM PLANNING BOARD
DBHIDSD:pre
No dog, November 2 20 04
To the Departmental Officer making the Payment:
D.L. Bean Inc.
Received of ,the sum of
Eighty-five and 00 00 Dollars,
i
for the rel. Plan Filing Fee ending i for
11
collections as per schedule of this date, filed in my office.
L&jj-rpa
Treasurer,
MEMO
TO: Engineering Department
FROM: Planning Board
SUBJECT: Preliminary Plan - Silver Street- Pelley/Malone
DATE: November 2, 2004
Please review and comment on the attached Preliminary Plan for Pelley/Malone on Silver Street
prior to the Board's November 18, 2004 meeting.
Thank you.
DSD:pre
[0. Leo LEAN, MO. LAND CONSULTANTS
413-562-7566
Forty School Street Fax # 413-562-2091 SURVEYORS
Westfield, Mass. 01085 ENGINEERS
November 2, 2004
Dennis Hopkins, Chairman
Agawam Planning Board
36 Main Street
Agawam, MA 01001
RE: Preliminary Subdivision - 404 Silver Street - Agawam
Dear Board Members:
Enclosed please find the following information pertinent to the above referenced project.
1. Application Form "B" for preliminary approval and filing fee.
(D.L. BEAN INC. check for$85.00)
2. Copy of Letter of Intent to Town Clerk.
3. Attested copy of the deeds to the property.
4. Statement of Interest.
5. List of Requested Waivers. '
6. Environmental Study. QQo
7. One mylar copy of preliminary plan.
G�
8. Four blue line prints of preliminary plan.
This information is submitted on behalf of our clients, Robert T. Pelley and Ernest A.
Malone, Jr. A determination of applicability has been filed with the Conservation Commisison,
and the Resource Areas have been approved on October 28, 2004. We would appreciate the
opportunity to present this project at your earliest convenience. Thank you.
Sincerely,
D. L. Bean, (t ter.. 5..
David L. Bean, President 'a
Enclosures
DLB/ssc
B EAN INC. LAND CONSULTANTS
413-562-7566
Forty School Street Fax # 413-562-2091 SURVEYORS
Westfield, Mass. 01085 ENGINEERS
November 2, 2004
Clerk's Office
36 Main Street
Agawam, MA 01001
Dear Clerk:
This is to serve notice that on this date we have filed a Preliminary Subdivision plan with
the Planning Board.
Enclosed is a Form "B" Application with pertinent details of location and owner.
Sincerely,
" D.L. Bean, c.
David L. Bean,President
Enclosure
DLBlssc
w i
�Y
TOWN OF AGAWAM
36 MAIN STREET AGANVAIKIMASSACHUSETTS 001
Tel. 413-7861,
Form B
APPLICATION FOR APPROVAL
OF PRELIMINARY PLAN
FILE ONE COMPLETED FORM WITH THE PLANNING BOARD AND A ZOPY WITH
THE TOWN CLERK IN ACCORDANCE WITH REQUIREMENTS OF SECTION III-B
Agawam November _2, 2004
To the Planning Board:
The undersigned herewith submits the accompanying Preliminary
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 ir?, the Town of Agawam.
1 . Name of Applicant Robert T. Pelley Ernest A. Malone, Jr.
Address 404 Silver Street - Agawam 244 Silver Lake Dr. - Agawam
2. Name of Engineer or Surveyor D.L. Bean, Inc.
Address 40 School Street - Westfield. MA
0.
3. Deed of Property Recorded in Hampden County Registry of deeds
8115
Book 9420 Page 314
4. Location and Description of Property; (Attached Sheet-J .
5. A list of the documents included in this applicationsh ( )J,�
1P
accompany notice to the Town Clerk .
Documents required to be submitted with this notice:
a. Nota'rized statement of interest in the land.
b. Environmental study.
C. Plans
d. Certified Copy of Deed
Signature of owner
Robert T. Pellet'
Address 404 Silver StE.Ret, Agawam, MA 01001
Signature of owner: ,�=, N"--
Ernest A. Malone, Jr.
Address: 244 Silver Lake Dr. - Agawam, 01001
Supplement Sheet-Preliminary Subdivision
Form "B" 4.
" Location: Property is located on the northerly side of Silver Street approximately 320 feet
easterly of the intersection of Mountain View Street. The property contains approximately 11.1
acres and will be subdivided into 13 lots.
I
P',
I
I
+
I
55W6 115 l�6E0 9 3
LkU"TY DEED
KNOW ALL MEN BY THESE FKIISUNT80 that 1 , ER,NBST A. MALONS, of
+ .336 silver Street, Agawam; Hampden County, Massachusetts, for No
Monetary consideration, Grant To ERNEST A. MALONE, JR., of 244 silver Labe De
Agawam, "ussuchusetts, the Following described premisesl
a -The land in said Agawam, bounded and described is follows:
First Tract: Commencing at a point in the northerly side of
.'Silver Street at the Southwesterly corner of lot number 1 as
shown on plan below referred to, and running thence Northerly
1 49t East seven hundred sixty (760) feet to a point in the
southerly side of lot number 12 as shown on said plan; thence
Northwesterly along. the southerly side of lots numbered 12, 11,
and 10 as shown on said plan two hundred ei hty-ons and 4/10
(281,45 feet to the Northwesterly corner of of- number 2 as
shown on said plan; thence Southerly along the westerly line of
said lot number 2 eight hundred twenty-seven and 9/10 (827,9)
Feet to. a point in t a northerly line of said Silver Street;
thence Easterly aloaj the northerly line of said Silver Street
two- hundred seventy-Lour and 03/100 (274.031 feet to the point
of beginning. Second Tracts A certain tract of land situated
y in said Agawam bounded and described as follows: Commencing at
a' point at the northeasterly corner of lot number 11 as shown on
plan below referred to and running thence Southerly five• hundred '
eighty-six (586) feet nor@- or less along the easterly side of
said tot number 11 to a point in the northerly line-of lot
number 2 as shown on said plan; thence Northwesterly along the
northerly line of said lot number 2 one hundred ninety-five and
71/100 (t9S.71) feet" thence Northwesterly along the westerly
side of lot number 11 as shown on said plan five hundred and
seven (507) feet more or less to the southerly line of a certain
right of- wey as shown on said plan• thence Northeasterly along
the southerly side.-of said right of M:ortherltallne
y one hundred
seventy-seven (171) East to the pointof beginning. Third
Tracts Commencing at a point in the of Silver
Street at the southeasterly corner of lot numr 6 as shown on
said plans -and running thence Northerly alonS• the westerly side•
of lot 85 as shown on said plan tan hundred and three (1003)
Eeet more or less thence Northexly'along the westerly side of
lot number 0 as sown on said plan two hundred forty-seven and
S/10 (247.5) foot more or less to the northeasterly corner of
lot number 7 as shown on said plan; thence Westerly along the
northerly line of 16t•number 7. as shown on said plan two hundred
and one and 9/10 (201.9) feet to an iron pin; thence Southerly
along the westerly side of said lots numbered 6 and 7 as shown
on said plan one thousand three hundred and twenty-four and 8/10
(1324.8) feet to a stone bound in the northerly side of said
Silver Street one hundred sixty and 6/10 (160.6) feet to a stone
bound; thence Easterly along the northerly- side of said Silver
Street forty-six and 7/10 (46.7) feet to the point of beginning.
I
I
08 I IS RE0 9 4
'Being tots numbered 1, -11, 6'and '7 as• bhown on a Plan -of lots
recorded in ilampden County Registry of Deeds, Book of Flans 'IG"
Page 28. "Together %itth and subject to aright of way mentions -
in the deed below referred to," and to an easement granted to
the Turners- Palls Power 4 Electric Company, dated Mar 23rd,
'1924, and recorded in said Registry, Book 1213, Page 564.
Beingg the same premises conveyed to the Grantor herein by dead,
dated Octobor 11, 1954, and recorded to the ilampdon County
Registry of Deeds In Book 2342% pages 464 and 465.
For further reference see deed dated April 17, 1929, and-
recorded in said Registry in Book 1426, Page -34.
Also see Hampden County Probate Court, Bstate 'of Rose Malone,
Case No. 99491. Reference is also made to the Estate of Tony
Malone, Hampden County Probate Court Cass No. 60403.
Gxaruted as a sealed .instrument t.his 19th day of April, 1989.
ERNUZU A. .
THS COMMOlVULTH or 14ASSACHUSMS
llampdan, ss. April 190 1989
Then personally appeared, before me, Ernest A. Malone and
acknowledged tits foregoing to be. his Eros act and deed.
•+ �MM B .
�*��ea ,. Notary Public
t 1 ,-► - My commission expl rag s y
., 1.1 JULSOIN .
a
i
A TRUE W-i"PDROED IN
HAMPMEN CG:;- Y OF DEEDS
AND IT IS SO CEf;T H tIE-Q
BOOK �% PAGE
ATTEST:
REGISTER
I
8P,09420-0337 96-03-18 2=41 #015486
QUITCLAIM DZXD
WE, HAROLD N. PELLEY and KWORIB 8. PELLET
of Vero Beach, State of Florida,
being married, for consideration paid, and in full consideration of
one hundred and four thousand and no cents ($104,000.00)
grant to RORERT T. P=12T and VMMAB A. PX1j BX, of 404 Silver Street,
,.., Agawam, Hampden County, Massachusetts, husband and wife, as tenants by the
o entirety,
0
�t
with QUITCLAIM COVSXhKT8
a
A certain tract of land with buildings thereon situated in the northerly
side of Silver Street, in said Agawam, bounded and described as follows:
A certain tract of land commencing at a point in the northerly line of
said Silver Street at the southeasterly corner of lot number 5 as shown on
a plan of lots below referred to, and running thence northerly along the
easterly side of said lot number 5, nine hundred fifty-five (955) feet,
more or less, to a point; thence northerly along the-easterly side of said
lot number 8 as shown on said plan, two hundred forty-nine (249) feet,
cry more or less, to the northeasterly corner of said lot number 6; thence
w westerly along the northerly side of lot number B, two hundred one and
0 9/10 (201.9) feet to a point; thence southerly along the easterly side of
lot number 7 as shown on said plan, two hundred forty- oaven and 5/10
(247.5) feet, more or lose; thence again southerly along the easterly side
of lot number 6 as shown on said plan, one thousand three (1003) feet,
o more or leas, to the northerly line of said Silver Street; thence easterly
along the northerly line of said Silver Street, one hundred thirty-one
and 3/10 (131.3) feet to a stone bound; thence again easterly along the s
va northerly line of said Silver Street, seventy-three and 1/100 (73.01) feet
to the point of beginning.
s
w The entire premises described in this deed being known as lots 8 and 5 on
a. a "Plan of Land Owned by James Kaspo, Tone Malone and Tony Sorienete,
Silver Street, Agawam, Massachusetts" dated November, 1917, Durkee, White
and Towne, Engineers, as recorded in the Hampden County Registry of deeds
in Book of Plans G, Page 28.
SUBJECT to a taking by the Town of Agawam for the Layout and Alteration of
Silver Street by an instrument recorded as aforesaid in Book 7014, Page
I 255, and as shown in Book of Plans 2610 Page 35 (see page 37) .
BEING the same premises conveyed to the grantors by deed of James A.
Marton, Trustee, dated July 30, 1993, and recorded in said Registry in
Hook 85140 Page 425.
I
BP'09420-OCi:38 96-03-18 2141 #015486
WITNESS our hands and seals this 1.5 � day of March, 1996.
L4
bafold N. Pe ley
'"d2f
Marjo ep
STATE OF FLORIDA
County: ,�./X�ia� �vPo2 March /6�`', 1996
City: VIP160
Then personally appeared the above named Harold N. Polley and
Marjorie R. Polley, who acknowledged the foregoing instrument to be their
free act and deed, before me,
L
�.` E )rxc 5 , Notary Public
State of F orida
DEFus REG 12 County of In441.c lf'DeA FE A A
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Agawam Planning Board
STATEMENT OF INTEREST
Date '_Ozz
The petitioner hereby certifies that he is the owner
of all lands contained within the description of the
subject petition. Agawam planning Board Case No, .
Robert T. Pelley
(Hama)
404 Silver Street
swam MA 01001
1 (Address
CoMONWEALTH OF KASSACHMEM
HAMPDEN as Date zaiLvp'y
There personally appeared before me, on the above date,
Robert T. Pelley to me known to be -the person
described in and who executed the foregoing document.
0 ry
Notary Pub
My commission expires ; `~ `
Agawam Planning Board +
STATEMENT OP MMMT
Date
The petitioner hereby certifies that he is the owner
of all lands contained within the description of the
subject petition. Agawam Planning Board Case No,
Ernest A. Malone, Jr.
(Nam)
244 silver Lake Drive
Agawam,MA 01001
(Address)..
1
COMMONWEALTH OF MASSACH ETTS
HAHPDEN a a Date
There personally appeared before me, on the above date,
Ernest A. Malone, Jr. to me known to be -the person
-described in and who executed the foregoing document.
a Notarl Publi
Ny commission expires -
List of Requested Waivers
1). Allow a low pressure sanitary sewer system for 10 of the 13 lots. (3 lots will have gravity
sanitary sewer connections, and 10 lots will have a low pressure sanitary sewer system
that collects, automatically grinds&pumps the residential wastewater into a proposed
sanitary sewer manhole at station 2 +0, and then gravity flow into the existing sanitary
sewer in Silver Street.)
�4
ENVIRONMENTAL STUDY
PRELIMINARY SUBDIVISION
AGANAM, MASSACHUSETTS
5�
a _j
Developer: Robert T. Pelley &
Ernest A. Malone, Jr.
Designer: D.L. Bean, Inc.
ENVIRONMENTAL STUDY
Existix,g._Conditions:. Presently, the site containing approximately 11.1 acres, located on the
northerly side of Silver Street is primarily open with wooded areas at the northerly&
northeasterly portions of the property. Wetlands also exist at the northerly end of the property.
There is an existing house on the property with an address of 404 Silver Street.
The southerly end of the Parcel has approximately 260 feet of frontage on Silver Street, and abuts
the rear of one single family home. The westerly property line abuts single family homes on
Mountain View Street,the easterly terminus of Mountain View Street and a partially wooded
parcel. The northerly property line abuts a wooded parcel. The easterly property line abuts a
partially wooded parcel and a single family home. Silver Street has municipal water,natural gas,
y sanitary sewer, and storm drainage. SCS soils maps indicate that the site contains Agawam,
Amostown, Hinckley, Merrimac and Saco soils. Town topographic maps indicate the majority of
the parcel slopes to the north and northeast.
Proposed Development: This proposal shows the development of a cul-de-sac street intersecting
with Silver Street and being intersected by the extension of an existing street named "Mountain
View Street", leaving the dead end portion of the street approximately 450' long. Thirteen lots
are proposed, and all meet or exceed the minimum zoning requirements. Municipal services
existing in Silver Street will be utilized for this project. We show a conceptual design for the
installation of these services.
The proposed storm drain system will be designed to collect the run-off at a low point in the cul-
de-sac and direct the run-off to a detention basin with an outlet which will flow into an existing
wetland area at the northerly end of the property. 3 lots will have gravity sanitary sewer
connections, and the remaining 10 lots will have a low pressure sanitary sewer system that
collects, automatically grinds &pumps the residential wastewater into a proposed sanitary sewer
manhole at station 2 +0, and then gravity flow into the existing sanitary sewer in Silver Street.
Each of the 10 lots will have individual wastewater storage tanks with grinder pumps, and will be
maintained by the individual homeowners. No historic structures nor archaeological important
areas are apparent on this site.
Conclusions: This proposal should create no adverse affects on the neighborhood or the
environment, and will allow the owners to utilize their land.
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