HomeMy WebLinkAboutApplication - 171 BRENTWOOD CIRCLE 9/26/2012 Print Form
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PLANNING DEPARTMENT NORTH AN@M'.i,,,
Community Development Division M A S S A C 11"')"31 E.'l I-S'
Special Permit— Watershed Permit Application
Please type or print clearly.
1. Petitioner: Norse Environmental Services-Steven Eriksen
Petitioner's Address: 92 Middlesex Road -Unit 4,Tyngsboro, Ma 01879
Telephone number: (978)649-9932
2.Owners of the Land: Rose Sandoval
Address: 171 Brentwood Circle
Number of years of ownership: (1)year
3.Year lot was created: 1963
4. Is the lot currently on septic or sewer?
If on sewer,please provide date the sewer connection was
completed: Sewer-connected on September 15, 1995.
5, Description of Proposed Project:
The petifioner is proposing to install an inground swimming pool, concrete deck/patio, chain link
fence, associated grading and utilities within 100 ft of a Bordering Vegetated Wetland.
6. Description of Premises: Existing single family dwelling, driveway and patio.
7.Address of Property Being Affected: 171 Brentwood Circle—
Zoning District: R1 -
Assessors Map: Map 64 Lot#: Lot 42
Registry of Deeds: Book#: 12606 Page#: 178
8. Existing Lot:
Lot Area(Sq.Ft): 57,800 s.f. - Building Height:30 ft (2 Stories)
Street Frontage: 155 ft Side Setbacks: 27 ft
Front Setback:83 ft Rear Setback:211 ft
Floor Area Ratio:N/A Lot Coverage: N/A
9.Proposed Lot(if applicable):
Lot Area(Sq. Ft): Building Height:
Street Frontage: Side Setbacks:
Page I of 2
1600 Osgood Street,North Andover,Oldg.20,Suite 2-36 Planning Dept.,Massachusetts 01845
Phone 978.688.9535 Fax 978.688.9542 Web www,townofnorthondover.(oifl
Edited 8/6/07
Front Setback: Rear Setback:
Floor Area Ratio: Lot Coverage:
10. 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
11. Existing Building (if applicable):
Ground Floor(Sq.Ft.): 2080 s.f. #of Floors: 2 Floors
Total Sq. Ft.: 6130 s.f. Height: 30 ft+/-
Use: Single Family Dwelling Type of Construction: Colonial
12.Proposed Building:
Ground Floor(Sq.Ft.): #of Floors:
Total Sq. Ft. Height:
Use: Type of Construction:
13.Has there been a previous application for a Special Permit from the Planning Board on these
premises? unkown If so,when and for what type of construction?
14.Section of Zoning Bylaw that Special Permit Is Being
Requested 4.136 Watershed Protection Division
15. Petitioner and Landowner signature(s):
Every application for a Special Permit shall be made on this form, which is the official form of the
Planning Board. Every application shall be filed with the Town Clerk's office. It 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 filing and
legal notification. Failure to comply with application requirements, as cited herein and in the
Planning Board Rules and Re alat—ion, may result in a dismissal by the Planning Board of this
application as incomplete.
Petitioner's Signature '
Print or type name here: Steven Eriksen
Owner's Signature: �14
Print or type name here: Rose P. Sandoval
16. Please list title of plans and documents you will be attaching to this application.
Proposed Swimming Pool- 171 Brentwood Circle-Prepared By JM Associates dated 9/25/12
Page 2 of 2
1600 Osgood Street,North Andover,Bldg.20,Suite 2-36 Planning Dept.,Massachusetts 01845
Phone 978.688.9535 Fax 978.688.9542 Web mity.townofi7orthandover.com
Edited 8/6/07
Abutter to Abutter( ) Building Dept. ( ) Conservation (X ) Zoning ( )
Town of North Andover
Abutters Listinq
For Site Plan Review
REQUIREMENT. MGL 40A,Section 11 states in part"Parties in Interest as used in this chapter shall mean the petitioner,
abutters,owners of land directly oppositeon any public or private way,and abutters to abutters within
three hundred(300)feet of the property line of the petitioner as they appear on the most recent applicable
lax list,not withstanding that the land of any such owner is located in another city or town,the planning
board of the city or town,and the planning board of every abutting city or town:'
Subiect Property:
MAP PARCEL's Name Address
64 3&42 Rose Sandoval 171 Brentwood Circle,North Andover,MA 01845 1,10'f
Abutters Properties
Map Parcel's Name Address
64 2 Connie Yee 137 Brentwood Circle,North Andover,MA 01845
64 6 North Andover Country Club P.O.Box 99,North Andover,MA 01845
64 9 Town of North Andover 120 Main Street,North Andover,MA 01845
64 37 Alden Lincoln 135 Brentwood Circle,North Andover,MA 01845
64 38 David Fournier 15 Timber Lane,North Andover,MA 01845
64 39 30 Timber Lane Realty Trust 30 Timber Lane,North Andover,MA 01845
64 40 William Duffy,Jr. 22 Timber Lane,North Andover,MA 01845
64 41 Edward Brown 6 Timber Lane,North Andover,MA 01845
64 43 Robert Kohalimi 191 Brentwood Circle,North Andover,MA 01845
64 44 Timothy Galvin 205 Brentwood Circle,North Andover,MA 01845
64 45 Lazzaro Modigliani 217 Brentwood Circle,North Andover,MA 01845
64 54 Barbara Cataudella 200 Brentwood Circle,North Andover,MA 01845
64 55 Robert Peterson 178 Brentwood Circle,North Andover,MA 01845
64 56 Daniel Carroll 150 Brentwood Circle,North Andover,MA 01845
64 57 Barbara James 132 Brentwood Circle,North Andover,MA 01845
64 72 David Kealler 257 Bridle Path,North Andover,MA 01845
64 74 Denise Grasso 245 Bridle Path,North Andover,MA 01845
-- - This certifies that the names appearing on the
records of the Assessors oe as of
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Certified by: at
JM ASSOCIATES
Civil Engineers-Land Surveyors-GPS
325 Main St.
North Reading, Ma. 01864
Tel. 978-664-6668 Fax 978-664-815. 5
www.imassociateseng.com
Sept. 25, 2012
Infiltration Calculations
Prepared For
Rose Sandoval
171 Brentwood Circle
North Andover,Ma 01845
SOIL TYPE
Charleton Hydrologic Group B 8.7%
Sutton Hydrologic Group B 91.3%
INFILTRATION VOLUME REQUIRED Vr
C soils require .35 inches X impervious area
Total additional impervious area=pool deck and pool= 1,780 SF
Vr=( .35 inches/ 12 inches per foot)X 1,780 SF=51.9 cubic-feet required(cf)
INFILTRATION VOLUME PROVIDED VP
Volume-of trench= 1-.5 X 'X 132' =-198 of ---
Porosity of stone=35%
Volume-of voids=Vp = 198 X .35 69.3 cubic feet provided
69.3 cf >51.9 cf OK
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JOHN F. �
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