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Home My WebLink About20050808 APPLICATION WATERSHED SPECIAL PERMIT APPLICATION 249 MARBLERIDGE ROAD NORTH ANDOVER, MA 01845 PREPARED FOR : BELFORD CONSTRUCTION INC. 1049 TURNPIKE STREET NORTH ANDOVER,MA 01845 APRIL 1,2005 vp s 1 c'= 4 t ivi E NT 8 . PREPARED BY: NEW ENGLAND ENGINEERING 60 BEECHWOOD DRIVE NORTH ANDOVER,MA 01845 Town of North Andover Planning Board Application for Watershed Special Permit 71 Please type or print clearly. 1. Petitioner: Bel- rcfw Petitioner's Address:io+!f T UR N P/X L s7, E�/T 1002-1Y A1L)t->a)C-2 Telephone number: 9 7 g 97 7SoR 2. Owners of the Land: .SAMC 4-� #Z:i 7-,,od?�E-4 Address: Number of years of ownership: /?F66A,� /'v/ZGKr35�p 3. Year lot was created: 6V S-7-1 1&- /-c;i UN A/t/0 wN 4. Is the lot currently on septic or sewer? s-c-PVC/2- If on sewer,please provide date the sewer connection was completed: �V 02 5. Description of Proposed Project: SPG r-7 `Xi5TrfN 1- -74 3-65?' S. /,v R> iw0 k -r5S 033980 s.� s 37329 Cxis i i�v !r SIB CsL E /°fl v1� , I- 0,440 /i.vn 6. Description of Premises: kx/S i 1 n1 6 - 1-16-7 /S -71, 309' CJNT fl?N5 rq SrN Cr LE M' M/L�i 'D w e Z-L!N G 14 w rill G/Lfr�� f�fl�P- 7. Address of Property Being Affected 2'/9 &AB Z,C-)2 I D G-C Zoning District: p-,;3 /JA/)p w tq-Eg_eHc rD 'b/s Tr2/67- Assessors: Map: 370 Lot# /6 Registry of Deeds: Book#: 93!?� Page M z7S 8. Existing Lot: Lot Area(Sq.Ft) 7G 30 0 BuildingHeight 30 Street Frontage: Side Setbacks: 30;9 a 'L Front Setback: Rear Setback: / 7s' Floor Area Ratio: Lot Coverage: ; 3 9. Proposed Lot(if applicable):`vii /aor-, Lot Area(Sq.Ft) 339f/037.3aq Building Height < 3.S < 3s ` Street Frontage: /a0dC//,Z g Side Setbacks: L+ Z712- 2/1, s 38/Z Front Setback: ,S 2 Rear Setback: /E a Floor Area Ratio: 0,01 -07--5- Lot Coverage: 6.9 E'&, 10. Required Lot(as required by Zoning Bylaw): , Lot Area(Sq.Ft) ?5,a0 o Building Height Street Frontage: /2,5- Side Setbacks: zo Front Setback: 30 Rear Setback: 3 a, Floor Area Ratio: V.Let Lot Coverage: iV f9 11. Existing Building(if applicable): Ground Floor(Sq.Ft.) /b,Szl #of Floors: z Total Sq.Ft. 2-, r&o Height: Z Use: Res t oe nr7AL- 1>-v f GaA v G- Type of Construction w o by 1441vfe- 12. Proposed Building: A efT I Ac,-%Z Ground Floor(Sq.Ft.) 23vb,170y #of Floors: -z z Total Sq.Ft. 3 7 7 a/a B a 4, Height: < „a-,-- f 4 .3 Use:_R0&ipG4)-r7si-- D,- Type of Construction wcop f 0,4m-r- 13. Has there been a previous application for a Special Permit from the Planning Board on these premises?_ N'0 If so,when and for what type of construction? 14. Section of Zoning Bylaw that Special Permit Is Being Requested H13 6 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: v 9ce F0/9.3 l"v.4-T <N� Print or type name here: Owner's Signature: �� C - K Sec fit7hV Print or type name here: I 0 s!P v.,S J;?- 16. Please list title of plans and documents you will be attaching to this application. S 176- Deue(u Pte,cn i pe f1[ S f C e D a¢1 1A)"96 Dv2f)1N A G-6- 9��190 12p,oTt' Abutter to Abutter( x ) Building Dept. ( ) Conservation ( ) Zoning ( ) Town of North Andover Abutters Listing 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 tax 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 loom' Subject Property: MAP PARCEL Name Address 37.1D 16 Reed Cundiff 249 Marbleridge Road North Andover,MA 01845 Abutters Properties Man Parcel Name Address 37.D 3 Rene Fugere 202 Marbleridge Road North Andover,MA 01845 37.13 4 Robert Olenio 292 Salem Street North Andover,MA 01845 37.13 5 John Mcloughlin 327 Salem Street North Andover,MA 01845 37.D 11 Jerrold Beeney 255 Salem Street North Andover,MA 01845 37.13 13 Jean Smith 270 Marbleridge Road North Andover,MA 01845 37.D 14 Joseph Averka Trustee 260 Marbleridge Road North Andover,MA 01845 37.D 15 Katharine Morgan 240 Marbleridge Road North Andover,MA 01845 37.D 17 John Fox 225 Marbleridge Road North Andover,MA 01845 37.D 18 Ridgewood Cemetery Association PO Box 22 North Andover,MA 01845 37.D 36 George Kafides 265 Salem Street North Andover,MA 01845 37.D 38 Eleni Woodis PO Box 221 North Andover,MA 01845 37.D 39 David Palmer 284 Salem Street North Andover,MA 01845 37.D 43 Robert Olenio 300 Salem Street North Andover,MA 01845 Page 1 of 1 This certifies that the names appearing on the records of the Assesso s Office as of l � Certif d b Date a sI a�-- WATERSHED SPECIAL PERMIT APPLICATION 249 MARBLERIDGE ROAD NORTH ANDOVER, MA 01845 INTRODUCTION This application is being submitted to allow the construction of two single family homes in the watershed protection district. The site is currently one single family lot with 256 feet of frontage and 71,309 square feet of area and is improved with a single family home and appurtenances. The existing home is an older home; however it has no unique or historical significance. The lot as it exists today is fully landscaped with a mowed lawn and is used as yard. The enclosed plans propose the construction of two new single family residential dwellings. Each of these dwellings is constructed outside 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) Increases in surface water discharge In conjunction with the construction of the two new homes there is an increase of impervious area resulting in a potential increase in storm water runoff. To offset the increase both homes 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 a decrease in the surface flow rate and volume from the site in the post development condition. Drainage calculations are enclosed herewith. 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)(5)Increase in surface or subsurface discharge Infiltration of the increase in storm water runoff is accomplished using an infiltration system which is proposed as being located in the Non Discharge Buffer Zone. 4.136(3)(c)(ii)(3) Construction of a dwelling located in the Non-Discharge buffer zone Construction of the dwelling on Lot 2 is proposed as being inside the Non-Discharge Buffer zone of a wetland located on the opposite side of Marbleridge Road. This wetland does not receive water from the site or Marbleridge road. Water travels along the East side of Marbleridge Road, crosses Marbleridge Road and discharges to the wetland behind the project site after traveling over the neighbors property.At the present time no water drains from the project site in to the wetland on the opposite side of the street and therefore the project site does not have any adverse impact on that wetland. A variance will be sought to allow the home to exist within the Non-Discharge Buffer Zone. The proposed plans divert water away from the neighbors property so that the flow travels over the project site and in to the same wetland system in a different location. STATEMENT OF WATER QUALITY IMPACT CONSTRUCTION OF TWO RESIDENTIAL DWELLINGS 249 MARBLERIDGE ROAD,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 serviced by 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. Surface water peak flow as well as volume will be reduced. Driveway runoff will be filtered through a deep sump catch basin and a water quality swale. • Use of organic and low nitrogen fertilizers and curtailing the use of pesticides will reduce the potential chemical loading in to adjacent wetlands. • An increase 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 249 Marbleridge Road,North Andover. M, ® OF Benjamin C. Osgood, Jr., P.E. �� ®ENJAYIN C. w� 0 OSGOOD,JR. -a v Ct�tL - d° N07468® GIS'(E�� b� S/ONAI ECG