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Home My WebLink AboutApplication - 205 DALE STREET 7/5/2005 RECEIVED E WATERSHED SPECIAL PERMIT APPLICATION 205 DALE STREET NORTH ANDOVER, MA 01845 PREPARED FOR JAMES AND SANDRA TIMMONS NORTH ANDOVER,MA 01845 JULY 5,2005 PREPARED BY: NEW ENGLAND ENGINEERING 60 BEECHWOOD DRIVE NORTH ANDOVER, MA 01845 G BENJAMIN C. o OSGOOD,JR. ' CIVIL "' 3 NO.45989 FOIST �a� Town of North Andover Planning Board Application for Watershed Special Permit Please type or print clearly. 1. Petitioner: :5 AMU 5 >, 5 yq'e7 9 R 14 'f"1 M M D ^f$ Petitioner's Address: 205 .DA iS flraO !! do 2711 AN Telephone number: q7B - 6 SS - 716 2. Owners of the Land: JrAM65 > ,SA4ND R,4 'Tt Miv10NS Address:_ ZC.S D#41�p, N�12-rk AAJ D D✓e/1. Number of years of ownership: 3 O-F• 3. Year lot was created: 6 q 73 4. Is the lot currently on septic or sewer? 5�'�71 C If on sewer,please provide date the sewer connection was completed: 5. Description of Proposed Project: r+PP v-0 o J 0-r- «f2.R G-E -P X,S-1—( r 5 i AV C 7'j12 6. Description of Premises: r X1.577,,U Cr q(g_ 760"? S L4-/ I-J-)-t .SlN&LL% 1-,I Mle.y r->c-JEC LJAJ G 7. Address of Property Being Affected R O S D A 1.E .s rt-A e Zoning District: - Assessors-. Map: 878 Lot# 61 if Registry of Deeds: Book#: 1133 Page#: /(6 S 8. Existing Lot: Lot Area(Sq.Ft) qn, 7(n BuildinglIelght :2.5 4 Street Frontage: 75' Side Setbacks: So' 115 Front Setback: Rear Setback: /-JO Floor Area Ratio: Lot Coverage: 9. Proposed Lot(if applicable): Lot Area(Sq.Ft) Ql,,76 A Building Height , Street Frontage: 7-6- Side Setbacks: S/ ' YS Front Setback: 3 q0" Rear Setback: IYo Floor Area Ratio: Lot Coverage: 10. Required Lot(as required by Zoning Bylaw): Lot Area(Sq.Ft) 87, 1 R O Building Height 3J Street Frontage: 17"5 Side Setbacks: 3C, ' Front Setback: 30, Rear Setback: 3c� Floor Area Ratio: 0114 Lot Coverage: Iyl Kl it. Existing Building(if applicable): Ground Floor(Sq.Ft.) 1(y 8 U #of Floors: 2 Total Sq.Ft. 2.5 '1 Height: Use: Re'+o C^'t1� t7"�j CVL%fj r Type of Construction �—j I✓lLA/%&F- 12. Proposed Building: Ground Floor(Sq.Ft.) 31 2 O #of Floors: z Total Sq.Ft. Height: z2 l use: Type of Construction ,v o.c-s> i=aA-i 13. Has there been a previous application for a Special Permit from the Planning Board on these premises? /iO If so,when and for what type of construction? 14. Section of Zoning BvIaw that i Special Permit Is Being Requested 13 G C.t...l.,) I/ ;, >. S _ &1./516 G 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 Regulations may result in a dismissal by the Planning B oard of this application as incomplete. Petitioner's Signature: Print or type name here: t.ti C Qsy d,,Q i 45K--i Owner's Signature:_ �� 4:::Z,7 Print or type name here: OT 16. Please list title of plans and documents you will be attaching to this application. WATERSHED SPECIAL PERMIT APPLICATION 249 MARBLERIDGE ROAD NORTH ANDOVER, MA 01845 INTRODUCTION This application is being submitted to allow the construction of a garage addition to the existing home in the watershed protection district. The site is currently one single family lot with 75 feet of frontage and 90,762 square feet of area and is improved with a single family home and appurtenances. The lot as it exists today is fully landscaped with a mowed lawn which is used as yard and a horse coral. The enclosed plans propose the construction of a garage addition to the existing dwelling. The new garage is proposed as being constructed within the non discharge buffer zone associated with the wetlands at the rear of the property as allowed by the bylaw. The structure on Lot 2 however is located within the non discharge buffer zone of a wetland located on the opposite side of Marbleridge Road. This wetland does not receive flow from the site or from Marbleridge Road and a variance is to be sought from the Board of Appeals. SPECIFIC SPECIAL PERMIT REQUESTS 4.136(3)(c)(ii)(1)Changes in Topography or Grade Grading for the homes and the infiltrator areas will occur in the Non-Disturbance Buffer Zone. 4.136(3)(c)(ii)(2)Vegetation removal or cutting Grading for the addition and construction of the addition will cause the removal of existing lawn areas.No tree would be cut in association with the construction. 4.136(3)(C)(ii)(5) Increases in surface water discharge In conjunction with the construction of the garage there is an increase of impervious area resulting in a potential increase in storm water runoff.To offset the increase the existing structure and the proposed garage will have the roof runoff directed in to gutters and in to an infiltrator system which will infiltrate the increased flow in to the ground. The result of this infiltration is to reduce the flow from the site due to the fact that all of the water from the proposed roof will be infiltrated in to the ground. 4.136(3)(c)(iii)(3) Expansion of an existing structure in the Non-Discharge buffer zone Construction of the garage addition attached to the existing house. A variance will be sought to allow the expansion of the home by more than 25%within the Non-Discharge Buffer Zone . STATEMENT OF WATER QUALITY IMPACT CONSTRUCTION OF A GARAGE ADDITION 205 DALE STREET,NORTH ANDOVER, MA Potential degradation of water quality associated with residential development can be most closely associated with the following: • Ground water contamination from on site subsurface sewage disposal systems. • Construction activity resulting in erosion of soil into adjacent wetlands. • Increases in storm water volume runoff from impervious surfaces. • Chemical loading as a result of fertilizer and pesticide application. None of the above activities at the above referenced location will adversely impact the water quality in the adjacent wetlands and downstream waters, i.e. Lake Cochichewick due to the following: • The site is currently serviced by a septic system which will be replaced by a municipal sewer. • Erosion control consisting of double staked haybales backed by siltation fence will be installed between the project site and the downstream wetland areas to prevent siltation during construction. • Increases in storm water volume will be absorbed by infiltration of roof water runoff in to the ground. • Use of organic and low nitrogen fertilizers and curtailing the use of pesticides will reduce the potential chemical loading in to adjacent wetlands. o Maintaining a 25' buffer zone area will promote on site treatment of runoff water. Application of the above measures will result in no increase in concentrations of nitrogen, phosphorous and other dissolved inorganic chemicals. The quality of surface and ground water adjacent to Lake Cochichewick will not be adversely impacted by the proposed construction at 205 Dale Street,North Andover. Benj Jr.,P.E. BENJAMI C. (P 05000D,JR, CIVIL N0. 9I G s /Ott