HomeMy WebLinkAboutApplication - 80 SAILE WAY 11/7/1997 IID d f l a�a S11AW
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Town of North Andover Planning Boar v 9 42
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1. Petitioner: Marilyn S. & Felecia Elias
Address: 700 Great Pond Road, North Andover, Ma.
Telephone number: 508 - 685 - 2885
2. Owners of the Land: Same
Address:
Telephone number:
Number of years of ownership:
If applicant is not the owner, please state interest in property:
J. Request for a Special Permit under Section 4�i 36 of the North Andover Zoning
Bylaw to obtain approval for construction of a single family dwelling with
grading and associated appurtances on Lot 3 Saile Way. This lot is in the
Non-Discharge Zone of the North Andover Watershed Protection District
In accordance with G.L. Chapter 40A, Section 6, this Application is made
pursuant to Section 4.136 of the Zoning By?-Law in effect on Nove er 1Z,'19S2,
the date on which the Application for Approval of a Defin;r;vp Slibdiv s o
was submitted to the Board.
4. Location of Property: Lot 3 Saile Way, off Great Pond Road
Zoning District: Residential-1 (R-1) ; Watershed Protection District.
Assessors: Map: 63 Lot #; _ 3
Registry of Deeds: Book -r"r:: 3315 Pave m:; 295
5. Existing Lot:
Lot Area (Sq.Ft.): N/A Building Height:
Street Frontage: Side Setbacks:
Front Setback: Rear Setback:
Floor Area Ratio: Lot Coverage:
6. Proposed Lot (if applicable):
Lot Area (Sq.Ft.): 225,266 Building Height: 3 Story
Street Frontage: 175 ft. Side Setbacks: 30 ft.
Front Setback: .30 ft. Rear Setback: 30 ft.
Floor Area Ratio: N/A Lot Coverage:
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7. Required Lot (as required by Zoning Bylaw):
Lot Area (Sq.Ft.): 87,120 s.f. Building Height: 35 ft.
Street Frontage: 175 ft. Side Setbacks: 30 ft.
Front.Setback: 30 ft.
Rear Setback: 30 ft.
Floor Area Ratio: N/A Lot Coverage: N/A
8. Existing Building (if applicable): of Floors:
Ground Floor (Sq. Ft.): N/A
Total Sq. Ft.: Height:
Use: Type of Construction:
9. Proposed Building:
Ground Floor (Sq. Ft.): 2000 (approx.) T of Floors: 3
Total Sq. Ft.: 4500 ( Wrox. )
Heia t: 32 ft.
Use: Residential Type of Construction:
10. Has there been a previous application for a Special Permit from the Planning Board on
these premises? Yes . If so, when and for what type of construction ?
Road construction for this subdivision.
11.. Petitioner and Landowner signature(s):
Every application for a Special Permit shall be me�d this
th the Town Clerk's Offi e.f Its
of the Planning Board. Every application shall b
shall be the responsibility of the petitioner to furnish all supporting documentation with
this application. The dated copy of this application received by the Town Clerk or
Planning Office does not absolve the applicant from this responsibility. The petitioner
shall be responsible for all expenses for filin; and legal notification. Failure to comply
with application requirements, as cited herein an d in the Planning Board Rules and
regulations may result in a dismissal by the Planning Board of this application as
incomplete.
Petitioner's Signature:
Print or type name here:
a
Owner's Signature:
Print or type name here: .✓ -� ��''�
ABUTTER'S LIST
for
Lot 3 5aile Way
TAX MAP 63
LOT
3 Eigth Meadows Realty Trust (Applicant)
700 Great Pond Road
North Andover, Ma. 01845 `
11 Southern New England Conference
566 Commonwealth Ave.
Boston, Ma.
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CIVIL
CONSTRUCTION
MANAGEMENT, INC.
8 Merrimac Road ® P.O. Box 225 • Newton, N.H. 03858
(603) 382-7650
October 30, 1997.
Planning&Community Development
Town of North Andover
120 Main Street
North Andover, Ma. 01845
On behalf of Marilyn and Felecia Elias, Trustees of Eight Meadows Realty Trust, Civil
Construction Management, Inc. is pleased to submit this application for Special Pen-nit for
construction of a single family dwelling on Lot 3, Saile Way. This lot is part of the Great Pond
Estates Subdivision, for which the road construction is near completion. The owners of the
subdivision are actively marketing Lot 3, and by this application seek the Board's approval of the
proposed building envelope and associated site improvements, including erosion, siltation and
storrriwater management controls. The applicants are aware of the sensitivity of the site and will
work closely with all agencies of the Town of North Andover to assure that current best management
practices are followed during and after construction.
This application is subject to the North Andover Zoning By-Law in effect as of November
12, 1992,the date the definitive plan for Great Pond Estates was filed with the Planning Board.
General Laws Chapter 40A, Section 6, provides that all land shown on a definitive plan shall be
governed by the provisions of the Zoning By-Law in effect at the time of submission of the definitive
plan, for a period of eight years following Planning Board endorsement..The Definitive Plan for
Great Pond Estates was endorsed in November 1994. By letter dated June 13, 1997, Mr.Nicetta,
the Building Commissioner, confirmed that lots within Great Pond Estates are subject to the 1992
Zoning By-Law.
A Special Permit is required under Section 4.136.4.a.I of the 1992 Zoning By-Law for
stormwater discharges resulting from construction of a residential structure in the Watershed
Protection District. As shown on the enclosed site plan,the proposed dwell r is located entirely
outside the non-disturbance zone(which under the 1992 Zoning By-Law includes all land within 250
feet of the Lake Cochichewick shoreline and 100 feet from the edge of wetland resource areas), but
within thellnondischarge zone which is between 100 and 325 feet from the wetland resource areas
and 250 to 325 feet from the lake). The proposed dwelling is over 260 feet from the edge of Lake
Cochichewick. m m mm
Enclosed please find the following supporting materials:
1. Application for Special Permit;
2. Certified Abutters'List;
3. Plan entitled"Special Permit Site Plan,Lot 2, Great Pond Estates, Saile Way,North Andover,
Ma." (Site Plan);
4. Information regarding Infiltrator leaching chamber units; and
5. Two checks, one in the amount of$100 for the filing fee and one in the amount of$2,000
for the plan review fee. Given the relative simplicity of the proposed project,the
applicant is hopeful that plan review can be completed or substantially less that$2,000.
A Notice of intent for Lot 3 has been filed with the North Andover Conservation
Commission. A meeting is expected to be scheduled within the next month with the Commission.
The results of the meeting will be provided to the Board.
The proposed site development is shown on the attached Site Plan. The dwelling proposed
for this lot will be connected to the Town waterjM11 and sewer disposal system. In design of this
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lot, care has been taken to employ the current best management practices or erosion, siltation, and
stormwater control, as required by the Town Regulations. These practices will protect the water
supply acid ground water of the watershed. Temporary erosion control shall be placed prior to
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construction to reduce and filter the surface runoff from storm water during the constriction
process. (See the erosion control siltation barrier detail on the Plan.) The Site Plan also shows a
detail for the construction of a temporary stone entrance to the lot. During construction many
vehicles will enter and leave the site. is stone area, located at the end of the driveway, near the
edge of the pavement will help prevent tracking of mud and sediment from the site. The area will
also filter stormwater runoff from the site during construction. It will be the responsibility of the
owner and contractor to maintain and modify, if necessary,these erosion control devices to fulfill the
intent of minimizing surface sediment carrying runoff from this site during the construction process.
This design also incorporates long term stormwater control measures. To collect and treat
roof runoff, all roof drains will flow into a subsurface storm ter collections st where the water
will then leac un o e groan to ro e filtrator Units will be installed as shown on the Plan.
The Infiltrator Units will be plac aye of sand and covered with sand and topsoil. Roof
runoff will flow into the units an m o e san�ayer,then into the ground. These units have a
large subsurface storage volume for stormwater. For small rain storms storage is not necessary.
During time of peak flow from a 10 year storm event, the amount of runoff will be about one inch.
The intent of this design is to have storage volume for this one inch of rainfall. The following is the
calculation for the number of units to be used:
2
Impervious roof area= 3600 s.f. Analyze 1" of storm water to treat.
3600 s.f. x 1"/12' = 300 cu. ft.
300 cu. ft. / 16.3 cu. ft./unit = 18.4 units required.
Propose using 20 High Profile Infiltrator Units.
Effective Roof Area for treatment=3912 s.f.
The final grade of the paved driveway shall be slightly pitched to the north or down hill side,
to shed surface runoff into a catch basin and stone leach trench on the edge of the driveway. This
will minimize the surface runoff from the driveway. Within the catch basin a trap is designed to hold
any grease or oils. The water will flow to the trench, leach into the soil,be filtered and help recharge
the ground water.
The entire lot is within the Watershed Protection District. All of the dwelling will be located
outside the non-disturbance zone. Only driveway construction, grading and landscaping work are
proposed in the non-disturbance zone.
The proposed grade of the structure has been set to minimize lot disturbance and to maintain
the natural vegetative cover. The dwelling is located as far back from the Lake as possible, on the
least sensitive area of the lot. There are no reasonable alternative locations outside the non-
discharge zone.
The proposed driveway location is identical to that shown on the subdivision plans
previously approved by the Planning Board and the Conservation Commission. The driveway is
located within 100 feet of the so-called unclassified isolated drainage area, resource area under the
North Andover Wetlands By-law. As we have previously stated to the Board,the applicants do not
agree with the Conservation Commission's decision, but in the spirit of cooperation are willing for
purposes of this application to fully comply with the setback and other requirements applicable to
work in the non-disturbance zone.—I/
The applicant also proposes to establish the front lawn approximately sixty feet into the non-
disturbance zone. The purpose is to establish a uniform lawn area around the dwelling. The edge of
the lawn would be approximately 200 feet from the Lake. According to the USDA Soil
Conservation Service, there is less storm runoff from a good conditioned lawn than from the existing
fair conditioned woods. The grass on the lawn will reduce the velocity of sheet flow storm runoff
and filter the water. The lawn will provide a better medium for infiltration into the groundwater,
thereby protecting the water quality of the Lake, fulfilling the intent of the By-law.
The actual construction work on the site will be carefully planned to minimize the time of
site disturbance. There will be no onsite storage or unnecessary soil or fill material. All excess will
be removed from the site and disposed of properly. Final grading, spreading of topsoil, seeding,
mulching and landscaping will be conducted in the shortest time possible from the start of
construction. Erosion control shall not be removed until the total site is completely stabilized and
approved by the Town.
3
By following the Town Regulations and this Site Plan for lot development, it is my
professional opinion that there will not be any significant degradation of the quality or quantity of
water in or entering Lake Cochichewick as a result of the proposed construction on Lot 3, Saile
Way.
It shall be the responsibility of the future homeowner to follow the Town Regulations within
this District for proper long term care of the site to fulfill the intent of the management plan for this
district.
Sincerely,
Dennis G. Quintal, P.E.
President
I/ The Eliases nonetheless reserve their rights with respect to whether the isolated wet areas are
"wetland resource areas" as that term is defined under the Zoning By-law.
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