HomeMy WebLinkAboutApplication - 1895 GREAT POND ROAD 2/17/1999 J 0 Y by
` 'own of North Andover Planning
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I Petitioner: Mr. Kenneth Yarneen Trustee of WKET Nominee Real ty Trust
Address: 224 Bridle Path, North Andover, MA 01845
Telephone number; � �_( 9 7 8 ) 683-2860
2. Oivners of the Land: SAME
Address:
Telephone number;
Nlumber of years of ownership:
If applicant is not the owner, please state interest in propert)•:
3. Request for a Special Permit under Section 4 . 136 of thelo:�:-: .- : o%1, Zoning
Bylavito construct a driveway and single family home within
the Watershed Protection District - property will be connected
to a public sewer . See plan filed herewith ., and incorporated
herein by reference .
i
4. Location of Property:_ Great- Pond Road
Zoning District: RPSj rjeni-i al 1 nistrict - (R-1 )
Assessors: Map: 3 5. . Lot 5
Registry of Deeds: Book':: 47 43 Page 8
5186 205
5. Existing Lot:
Lot Area (Sq.Ft.): 4 . 06 Ac +/— Building Height:' _g/A
Street Frontage: 3001 Side Setbacks:
N/A
Front Setback: N/A Rear Setback: _NZA
Floor Area Ratio: N/A Lot Coverage: _N/A
6. Proposed Lot (if applicable):
Lot Area (Sq.Ft.): N/A Building He
35 / stories
Street Frontage: N/A Side Setbacks: 49 ' min.,
Front Setback: N/� Rear Setback: 49 min
Floor Area Ratio; N/A Lot Coverage: N/A
*Variance granted.
7. Required Lot (as required by Zoning Bylaw):
Lot Area (Sq.Ft.): 2 . 0 AC Building Height: 35 '. 2 . 5 stories
Street Frontage: 175 ' Side Setbacks: 30 '
Front Setback: 30 ' Rear Setback: 301.
Floor Area Ratio: N/A Lot Coverage: N/A
8. Existing Building (if applicable):
Ground Floor(Sq. Ft.):, N/A Tr of Floors:
Total Sq. Ft.: Height:
Use: Type of Construction:
9. Proposed Building:
Ground Floor(Sq. Ft.): 1750 r= of Floors: 2 . 5
Total Sq. Ft.: 4000 max Height: 3 5 '
w
Use: single family Type of Construction: ood frame
10. Has there been a previous application for a Special Permit from the?:_-sing Board on
these premises? NO If so, when and for what type of cons:-�.;on?
11. Petitioner and Lando)vner signature(s):
Every application for a Special Permit shall be made on this form v-;:c:- is the official form
of the Planning Board. Every application shall be filed with the To:.-:Cler 's Office. It
shall be the responsibility of the petitioner to furnish all supporting d_'c-_:mnentation with
this application. The dated copy of this application received by the To•,.n Clerk or
Planning Office does not absolve the applicant from this responsible¢,. The petitioner
shall be responsible for all expenses for filing and legal notification. Fv_'•ure to comply
with application requirements, as cited herein and in the Planning Ba-d Rules and
regulations may result in a dismissal by the Planning Board of this a.�•cation as
incomplete.
Petitioner's Signature:
Print or type name here:,
Owner's Signature:
Print or type name here:_ KENNETH YAMEEN , Trustee as aforesaid
DeVellis Associates
NNER Land Planning / Civil Engineering
December 2, 1998
Mr. William Scott,
Director of Planning and Community Development
Town of North Andover
120 Main Street
North Andover, MA 01845
Re: Planning Board Special Permit Application
Yameen Property, Great Pond Road (AY 35, Lot 5)
North Andover
In accordance with the Town of North Andover's requirements for issuance of Special
Permit, DeVellis Associates, Inc. (DAI) is pleased to address Item Four(4) of the
checklist regarding the "reasonable alternative locations outside of the non-disturbance
or non-discharge zone" regarding the above referenced development.
Lot B-1 only has frontage on Great Pond Road (Route 133). The entire frontage on the
road is encompassed by the regulated zones.
In order to access and service the property, a driveway, utilities and a development
program have been proposed originating from Great Pond Road. A reasonable alternative
location is not evident.
I trust that this certification will suffice, however, please give me a call at (617) 964-2195
if you have any questions or need additional information.
Very truly yours,
DEVEL ASSOCIATES,INC.
Imad Zrein, P. .
Project Manager
2310 Washington Street, Suite 320 •Newton, NIA 02162 • Phone: 617 964 2195 • Fax: 617 630 9593
1 DeVellis Associates
MOMM mams
Land Planning / Civil Engineering
December 2, 1998
Mr. William Scott,
Director of Planning and Community Development
Town of North Andover
120 Main Street
North Andover, MA 01845
Re: Planning Board Special Permit Application
Yameen Property, Great Pond Road (A.P 35, Lot 5)
North Andover
In accordance with the Town of North Andover's requirements for issuance of Special
Permit, DeVellis Associates, Inc.(DAI) is pleased to address Item Three (3) of the
checklist regarding the "potential degradation of the quality or quantity of grater in or
entering Lake Cochichetivick" as a result of the above referenced development.
Introduction
DAI has conducted an evaluation to determine if the above referenced project, once
developed in accordance with the proposed site plan, will cause a significant degradation
of the quality or quantity of water in or entering Lake Cochichewick.
DAI staff has conducted a pre-development analysis of the topography, vegetative cover,
impervious cover, soil type, and drainage patterns and made a comparison to the post-
development conditions as it relates to the stormwater characteristics.
Executive Summary
The proposed development program as shown on the proposed Site Plan entitled
"Proposed Lot Development, Great Pond Road (A.P. 35 Lot 5)", issued for Planning
Board Request For Special Permit dated December 2, 1998 will not cause a significant
degradation of the quality or quantity of water in or entering Lake Cochiche«ick.
Site Location and Description
The site is located along the north side of Great Pond Road (Route 133), easterly of the
Route 133/125 split and south of French Farm Road. The site is directly north of Lake
Cochichewick. The property encompasses approximately 4±acres of land and is not
developed. The majority of the land is wooded and generally slopes from north to south
towards Great Pond Road and Lake Cochichewick. A wetland resource is located at the
western and southern areas of the site.
23 10 Washington Street, Suite 320 Newton, MA 02162 • Phone: 617 964 2195 - Fax: 617 630 9593
DeVellis Associates
MUMN Land Planning / Civil Engineering
A.P. 35, LOT 5
NORTH ANDOVER, MA
As shown on the above referenced site plan, development consists of a single driveway
servicing a residential single family home. The home will be serviced by an underground
gravity sewer collection system.
Topography, Earthwork and Drainage Patterns
Existing elevation ranges from approximately 116 feet along the southwest limits and 150
feet along the northeast limits of the property. This represents an average site slope of
approximately five percent. Stormwater runoff flows in the southerly direction overland
via sheetflow during low frequency storm events and traverses below Great Pond Road
through a closed drainage system defined by inlet and outlet headwalls.
Under proposed conditions, topography will remain the same and substantial import or
export of material is not anticipated.
The driveway is pitched to each side and is defined by perimeter trenches of crushed
stone to infiltrate the stormwater runoff from the driveway. Along the southern section of
driveway, grassed enhancement swales are designed to carry excess storm«ater flows.
These swales are designed to minimize erosion and enhance water quality.
The stormwater runoff from the roof of the proposed home will be collected in a closed
drainage system and infiltrated through a precast concrete leaching pit.
Soil Survey
Based upon the Soil Survey of Essex County (North), the site contains two distinct soil
types. The southern half of the site is comprised of Woodbridge very stony fine sandy
loam and the northern half is comprised of Woodbridge fine sandy loam. Both of these
soil associations are classified in the Hydrologic group C.
In comparison to Group A having a low runoff potential (i.e. sands) and Group D having
a high runoff potential (i.e. clays), the site's existing runoff potential is moderately high.
In addition,the sloping topography also indicates that current condition runoff potential
is evident.
Water Quantity
Existing conditions stormwater runoff from the site is estimated to be moderately high
based upon the soil types and topographic relief.
In order to mitigate the potential for increased stormwater runoff volumes resulting from
proposed impervious surfaces, infiltration systems have been proposed. As a result of
providing stormwater runoff infiltration into the ground from the proposed home and
driveway, as well as minimizing the proposed impervious surfaces over the site, the
existing conditions stormwater runoff quantity in comparison to the proposed
development is estimated to be similar. Therefore, the quantity of stormwater runoff
originating and leaving the site is not anticipated to be a significant degradation of the
quantity of water in or entering Lake Cochichewick.
WOMB DeVellis Associates
t � � Land Planning / Civil Engineering
A.P. 35, LOT 5
NORTH ANDOVER, MA
Water Quality
The site plan indicates minimal grading and tree clearing while providing erosion and
sedimentation control during construction, infiltration and perimeter grassed swales.
Traditional construction methods and design have been proposed. A connection to
municipal sanitary sewer is proposed eliminating the need for on-site conventional septic
leaching. Therefore, a single family home with driveway as shown is not anticipated to
change or diminish the quality of water in or entering Lake Cochichewick.
I trust that this certification will suffice, however,please give me a call at(617) 964-2195
if you have any questions or need additional information.
Very truly yours,
DEVELL ASSOCIATES, INC.
Imad Zrein, P.E.
Project Manager
PARTIES OF INTEREST PAGE
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