HomeMy WebLinkAbout1989 New Def Subdivision Submittal 11/25/1989 (401) 438-7320
R.F, visor, Inc.
(508) 379-0147
Consulting Engineers
P.O. Box 4526, East Providence FAX (401) 434-3448
Rhode Island 02914
Byron R. Holmes, P.E.-
Presidetit
April 25 , 1989
Planning Board
Town Hall
Main Street
North Andover , MA 01845
Re : Definitive Subdivision Submittal
Boston Brook Estates
Salem Street
Dear Members of the Board :
As requested , enclosed please find a new submission of the above-
referenced project for your approval . One set of documents are the 4
lot subd,ivision plans (Sheets I - 3) . The second set of documents
are the 18 unit planned residential development (PRD) proposed for
one of four subdivision lots . We have enclosed the following ..
1 . Application for Approval of Defin'itive Plan
2 . Project Narrative
3 . List of Project Abutters
4 . Ten (10) copies of the Construction Drawings 4 Lot Subdivision
D . Ten ( 10) copies of the Construction Drawings PRD Development
Based on the results of the last Board meeting , we have reduced
the number of proposed townhouse units from 22 to 1810
Very truly yours ,
"Z3 t.
Byron R. Holmes , P .E .
President
R .F. GEISSER , INC ,
cc : Miano Realty Trust
Atty . Ralph Joyce
DESIGN CONSUL TA TION SUPERVISION RE-POR TS
F oli
�� L �# I R APPROVAL # ' � " 'LAR
' 9 i
#: ':,� hoard of the 'om o Andover*
deg
ho and re Ignadt being tho vLppli'ant as de ned under Chapter 41, Sectiorr
�. *o al o a proposed subdivision shown on a plan entitled
. L, for a � .
Ba
dated March. 1988
by
being lard bounded as o.l to s.
Harold Parker State Forest o (4)all four
2
sides.
plan as a DEFINITIVE are In accordance with the .es ad
�
Board and makes application to tIio
Regulations o the North Andover . g
Board or approval o said plan.
112
Titre
North Ea'sex Deeds Book 08 � Page 31 r*
eoolr
or
erti* pate .Title o. � Registration ati.o � i
Other
evolved from preliminary y lair submitted. t
a ,d are �. � �� ��o .
1 approved roved (withmodifications) (X)
the Board o �
1 (see attached
disapproved
. . ..�.
�e ��dcr � e hereby
applies for the approval o said DEFINITIVE plan
er�aa�c'e thereof hereby agrees o abide b * the Board's'
by theoad� mid :fin rt �
Rules and Regulations. �. he rid rsi, ed hereby further o enant d agrees
wig the
� o No
A dover upon approval o said h ' NI M .are by the
Board
c regulations o the
u iliti.es n accordance .t the ea a
..
l&nn� g boa , n the Public I o s Department� the Highway Surveyor� he
oar o 1 a .t aui all. en r* _ as well as o� i by�la s aid Townt
as are applicable - o the instaUation of utili tie.a within
the limits of
ways and streets;
air teats and other a m ov'eatents shoes
2. To .
oll1 ete w1d olrs r ct the s t �'
t r o accordancer til S o ions 1 and � o the ,.e and eg�.dat�,o �
of t1le pi.allning hoard acrid the approved DE71NITIVE plan, profiles and cross
sections o. the s :r e. Said .axr, rof es t cross a of .o and construction +
Specifications are s e i, i,oall t by reference incorporated herein and made
a pant
o ilis a li ca : o . This a ieat .o and the cover a is and agree--
n ts herein hal binding upon all. heirs, executors I aftW tr*ators I
succesor�a# g
ran tees o tiro hole or part o said land, mid assigns o the
nder*s .geed# mid
�. o cori.ete the aforesaid installations and construction within two �
years from the date hereof*
Received by Town lark$
Signature of Applicant
.Dater
95 Mai. r 5
S .g atu *e: Address
George Wanda Farr 1689 Salem St. , Rob rt & Jean Smi th 270 Marble Ridge Rd
North Andover MA, North Andover, MA*
5
Notice o APPLICANT/TOWN LMK
and Certification Action o an i n Board
on Def ixdt i've Sub dv .sion p 19ne
dated19
y
i
The North Andover annin Board a pro
o APPROVE s aid mi, subject o the
o lovd conditions:
It That the record owners
of the sub .and or vd execute and record
t a runes with h the and", otherwise provide security for the con~
rucon of waYsand
e installatiOn Of municipal services within said sub.
d .v .a .o .1. as prov .ded byG*L* c* 41t S. - U#
2. That all such construction
and installation's shall in all respects
conform o the governing rules and regulations of this Board.
3. Thant as e ,u .rd h North
Andover Board o Health .n its report o
d or other structure ohall be built or placed upon Lots
this oar no building out prior
as shown on said Plan with
No
consent of said Board of Healthil
4 other conditions:
i
t
shah. have been taken from said approval. within
n the event that o appeal. h
da the for Andover .awdn Board will forthwith
twenty days from this �
thereafter
do a or a approval upon said plant
The North Andover Pl nnin Boar
d as S� � said plan-
for thefollowing
reasons:
NO TR A DOV R PLANnWa BOARD
Datey$
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Project Narrative
Boston Brook Estates ,
North. Andover , Massachusetts
April , 199
The project involves the subdivision of a 31 acre parcel into
_
lots of the following dimensions *
Lot No . Area Use
1 1 . 087 Acres Single Family House
2 1 . 090 Acres Single Family House
1 .414 Acres Single Family House
26 . 117 Acres 18 Townhouse Units
The construction drawings consist of two 2 sets of plans ,
1 . 4 Lot Subdivision Plan (Sheets 1 3
2 . 18 Unit Planned Residential Development Sheets 1 -24)
' he roadway system to serve the development consists of two
roadways
1 . Partridge Drive Public Road)
. Private Driveway (Private Road)
The - roads will be 22 Foot paged and a typical roadw' ay cross-
section is contained on Sheet No . 6 of the PRD plans .
The storm drainage system to serve the devel-opment consists o
1 , 560 linear feet of storm collection piping ranging In sizes from
12" to 18" diameter , 23 cat-ch basins and 16 storm drain manholes ,
This system will discharge into 'two detention basins with a metered
outlet of 0 . 5 cubic feet per second c s at each basin to a
watercourse . This discharge will allow the development to provide a
increase in storm run- off as follows
Pre-construction run--off to Boston on Brook 47 c s
Less : Post-construction direct runoff to Boston Brood. . . . . . . . 46 c s
Allowable discharge from ,development I c s
Metered discharge of 0. 5 c s from each basin proposed
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Storm drainage design calculations utilized a 100 year storm
j
for design purposes . 5 inches of rain) and are c ntained in
Appendix Esk
The pro
'oct . . . re u re cr sling o the 12 foot wide Boston
n
,
Brook in order to access the site . A 40 wade storm culvert will be
installed along with 2 11 diameter and 2 - 2 " diameter emergency
overflow drains to handle the crossing* This culvert w l be abbe to
handle a peak storm flow o .
2 , 5o c s . Detailed design calculations
ns
for this storm culvert is contained in. Appendix A .
F
A flood study prepared by the Federal. Emergency Management
Ag
ens o the Boston Brook has calculated a peak flaw in the
brook of 795 c s and the proposed culvert, .,will be able to handle
this projected MA low. This , crossing wa 1 require a limited
filling o i
wetlands and loo plan with compensatory replacement as
follows :
Item Area Vol . Removed Area/ Vol . Re placed ' % Re )laced
Wetland
12 boo SF 25 , 200 CY 200%
21085 CY 110%
Floodplain 1 , 880
The wetlands replication plan is Sheet No . 14 of the PRD plans
and contains' the detailed plantings proposed in the replication area
s well s along the proposed Partridge rive entrance road.
The project will be served by an on-site wastewater collection
and disposal system as contained on Sheet Nos . 2 - 24 of the PRD
plans .. his system is in compliance with State DEQE regulations and
will require the complete removal of soil In the proposed leaching
field and replacement with. processed gravel with a percolation rate
of 2 minutes per inch to allow efficient subsurface leaching o
watewat
r flows . The area between the primary leaching field will be
used as the reserve area for the system if the primary area has any
problems . Homeowners will not be allowed to install garbage
g-Anders in their hones in order to keep wastewater Mows t a
mini u .
20
Other underground utilities to serve the development include
water as , telephonet electric and cable . The layout of these
utilities are contained on Sheet Nos . 9 - 11 , There is an existing
telephone pole at the intersection of Salem Street and Partridge
Drive that will be moved out of the right of way . Power will taker
of this line and brought underground through a proposed transformer
at this intersections
Sheet Nos. 19 1nd 20 of the PRD plans contain an elevation and
floor plan of the proposed townhouse units * The exterior will be
Tudor style and provide underground parking as well as individual
driveways. The units contain three bedrooms on two floors as well a
walk-out on grade deck behind each unit , There will be limited
common space around each unit that will be deeded into each
townhouse unit and these areas are contained on Sheet Nos . 3 -5 o
the PRD plans .
36
# Of 2
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LIST of .BBB
.. Gex'
H. and Wanda parr
1689%' Salem Street
N. Andover, MA' 01845
2# Ana Mores ,
1641 Salem Street
N. Andover, 1�% 085
1
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. swan 11 & Carol A Frazier
1
1631 Salem Street
N. Andover, MA. 01845
4, Dennis P & Mary R,, Meyer
1619 Salem Street
, An over, MA 01845
a
. .John H, & Mary K, Zickel
1607 Salem Street
3
1 . Andover,, MA 01845
F
6. JaxCe , & Doro�hy D. Youree
1601 Salem Street
R. Andover, MA 01845
4
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2. of 2
' BOSTON BROOK ESTATES
NORTH A DOVE , MA
LIST of ABUTTERS
. Richard D. & Marita I . Delisle
19 Salem Street
N. Andover, MA 01845
. M. Joseph & Helen R. Deota.
1577 Salem Street
N. Andover, MA 01845
. Lawrence A. Jackson
1565 Salem Street
N. Andover, MA 01845
10. Donald A. & Bernadette M. Dead der
1557 Salem Street
aN. 'Andover, MA 01845
11, Michael. & Deborah A. Fried
5
1535 Salem Street
N. Andover, MA 01
z
2. dark Brenda A. Shea
. -8. ,., aIem-.S `e }-+
N. Andover, IAA 01845
13. Peter Pamela Brown
1701 Salem Street
N. Andover, MA 01845 ,
4, Robert A. & Jean F. Smith
270 Marble Ridge Road
N. Andover, MA 01845
15. -Commonwealth of Massachusetts
Department of Environmental a .agemen
State House F
Boston, MA 02109 `
5
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APPENDIX
Boston Brook Culvert Crossing Calculations
i
JOB
CANTON, ze
IIJ E. CALCULATED LATED By � DATE
7
CHECKED BY DATE
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CHECKED BY DATE-
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TR-55 CURVE NUMBER COM PU TAT I ON VERSION 1x 11
ojeotiBOSTON BROOK ESTATES User: TCA Date: 07-06-88
u my ko ESSEX State : MA Cok : Date
i : 2737 ACRE FLOOD PLAIN N DRAINAGE AREA
barea Total
-------------
Hrlo Soil Group
COVER DESCRIPTION A
Acres ( 1
-----------------------
LLDEVELOPED URBAN AREAS s .
pervious Areas
Paved parking lots roofs driveways )
Streets n roads
Paved; curbs and storm sewers
-
Dirt right-of-way) 87) ,--.
HER AGRICULTURAL LANDS
ush brush , weed , grass mix good 20 6 �.
cads grass combination good 23 72)
os' good 426(70)
.l Area key Hydrologio Soil Group) 2737
#16 .
: A A w Total TOTAL. DRAINAGE AREA : 2737 Acres WEIGHTED CURVE NUS ER: 7
Generated for use by GRAPHIC method
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and Tt THRU SUBAREA COMPUTATION VEf IO 1 . 11
)ject ITN BROOK ESTATES User: TCA Date -. 07-06-BBt
Date :ESSEX state .- MA Checkedl:i nty
)title * 2737 ACRE FLOOD PLAIN DRAINAGE AREA
---------------
Type 2 year Length Slope Surface n Area WP Velocity Time
}
rain (ft) (ft/ft) oode
(sq/ft)
3 . 1 1 0.276
11.4I Channel
Time of ..o now-+1# 1 o 4 1
Sheet Flow Surfaoe Codes ---
Smooth Surf aoe F Grass � . Denc,;-:-.e Shallow Concentrated �.�.�.
Fallow Res . ) G Grass, Burmuda dace Codes �..�.
C Cultivated < 20 Res . H Woodsy Light P Fovea
Cultivated Res . I Woodsy Dense U Unpaved
Grass-Range , h r
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TR-. GRAPHICAL DISCHARGE METHOD VERSION 1,. 11
r
' ject BOSTON BROOK ESTATES User: TCA Date ; 07-06-88
untyK Coto : Checked
y x
i 1.ex 2737 ACRE FLOOD PLAIN DRAINAGE (AREA
Data : Drainage Area 2737 Aores
Run Runof f Curve Number 67
Time Concentration; 1 . 65 Ho re
Rainfall Type ' III
Road and Swamp Area 390 Acres 14 . 2 Drainage Area
�y,M..rt,�y.t+��++v,rt,...,..�.w�-.ti.r...�.�w+.+.w-++.rt w...y•.r w r,.�.+��..�r+r�w+.+++w+� �-+..r w.w i+*...r..w V+.r,.•*�wr.'r�+,...w+�.��a.�-r w+.+,��+++'-�+.+.,...,.,...,.�-.ti-r w.-.v+�+.�++..+
��r-.rw�-+...r-�+.,....�-+f+..`-,�,-+...-..�..+��+r�-•r++,�.+,..-��•++r��....�r..��rs..�ri«,.w.�w++�+5.�.-,.,.w...`......,�.....w�.+-,r++r++�+-��..���.,...rt-•.....«..-�..�...,-�..-. �-�,+-,�M-+f-+.,.,..`..
Storm Number , 2 - , 6 7
Frequency y i 2 ; 10 25 so 100
2 - r Rainfall ( in) ; 2.5j 3. 1 3.9 4 .5 5 . 4 5.9 6 . 5Ia/P Ratio 0.39 0 . 32 0. 2S 0 . 22 0, 18 0 . 17 0 . 15
Runoff (ire) 0. 36 0.64 i1 .08r Im46i 2 .09 2 . 45 2 .91 �
Unit Peak Disoharge 110.2SI 110.288 M « 31 ' 0. 319 10.329 1 . 333 , 0w3 �
(cf,s/aore/i n)
Fund and Swamp Factor l Om72 1 0 . 72 1 0 . 72 0.72 1 0 r 72 O � 72 ; 0.72 �
.0 Ronde Used r k I r r r
Peak Discharge (ofs) ; 7 # 361 ; 662 920 1353 1612 1 3
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i
APPENDIX E
Storm Drainage Collection System Calculations
I
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CALCULATED BY- 'J DATE
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CANTON, MA E. PROV., Rl 6? DATE
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SHEET NO. OF-
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