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Home My WebLink AboutMiscellaneous - 880 OSGOOD STREET (2) R CEIVED TCx�� RK'S 0FFIC" 10 6 y „18 PM 3: 30 0r ASSN, ' WATERSHED SPECIAL PERMIT APPLICATION 880 OSGOOD STREET NORTH ANDOVER, MA 01845 PREPARED FOR : MICHAEL RYAN 880 OSGOOD STREET NORTH ANDOVER,MA 01845 January 16, 2006 Revised January 18,2006 PREPARED BY: NEW ENGLAND ENGINEERING 60 BEECHWOOD DRIVE NORTH ANDOVER,MA 01845 SII Town of North Andover Planning Board Application for Watershed Special Permit Please type or print clearly. ` 1. Petitioner: A/1 Led"4- f�MAI Petitioner's Address: 8gy 096z�y Telephone number. 9 719 SS IVZ.so 2. Owners of the Land: S E Address: Number of years of ownership: Y 3. Year lot was created: "t 9.°I.of 4. Is the lot currently on septic or sewer? If on sewer,please provide date the sewer connection was completed: 5. Description of Proposed Project: Co ti[S 7�i 2y�t�car�l D�'' �9 Zcy x 2 5f 6. Description of Premises: 1 N£ Sir —4gunr &s •4 7S� SF l�gc�LEG- ice! Z'At!/�„�ls D�JTiZ2tGT' �-�f s✓/T�I/t( 77�' �i/rfr� LJTZGr��/c( p oT,,j I c t 7. Address of Property Being Affected8��. OSITr�l6a W Zoning District: ,�- Assessors: Map: 7f- Lot# S3 Registry of Deeds: Book#: Page#--1-2 9 8. F-fisting Lot: Lot Area(Sq.Ft) I !/ BuildingHeight L Street Frontage: /DD Side Setbacks:- ... 1,Z.S Front Setback: Rear Setback: 1/0 , Floor Area Ratio: .vfA Lot Coverage: VM 9. Proposed Lot(if,applicable): Lot Area(Sq.Ft) !�/. 3 7'�_ Building Height Street Frontage: Side Setbacks: Z Z-3 L Front Setback: Rear Setback: I.5 r Floor Area Ratio: /V/If Lot Coverage: ✓11:1 10. Required Lot(as required by Zoning Bylaw): Lot Area(Sq.Ft) �, SaD Building Height Street.Frontage: /Op Side Setbacks:_ /,S Front Setback: _ 30 Rear Setback: 3o Floor Area Ratio: _ /� Lot Coverage: IV14 11. Existing Building(if applicable): Ground Floor(Sq.Ft.) -7-4f3 S.r #of Floors:— 2. Total Sq-Ft. !/S'z &S r Height: ^ Use: Type of Construction 12. Proposed Building: Ground Floor(Sq.Ft.) #of Floors: ^ Total Sq.Ft. 48o s•F• Heighh. Use: Type of Construction w�� 13. Has there been a previous application for a Special Permit from the Planning Board on these premises? No If so,when and for what type of construction? 14. Section ofZommn Bylaw that Special Permit b Being '�• /3 G Requested �� 3 ..e..i, tj ` 15. Petitioner and Landowner signatm*s): Every application for a Special Permit shall be made on this form which is the of 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 Regeilations may result in a dismissal by the Planning B oard of this application as incomplete. Petitioner's Signature: C2 Print or type name here: ae,/ 4120-01 � ��,,7- Owner's Signature: n llG%lo(a Print or type name here: J�<,I,cr ss y 2 Acle,T 16. Please list title of plans and documents you will be attaching to this application. WATERSHED SPECIAL PERMIT APPLICATION 880 OSGOOD STREET NORTH ANDOVER, MA Ol 845 INTRODUCTION This application is being submitted to allow the construction of a detached 20' X 24' garage, at 880 Osgood Street,North Andover,within the watershed protection district. The project site, recorded with the Town of North Andover as assessor's map 74 lot 53,exists as a 19, 374 square foot parcel in zoning district R-4 within the watershed protection district. Currently,the parcel and existing dwelling meet all zoning and dimension requirements. The enclosed plans propose the construction of a new detached 20' X 24' garage within the non- discharge buffer zone of a wetland. Listed below are the bylaw sections under which the special permit is requested. SPECIFIC SPECIAL PERMIT REQUESTS 4.136(3)(b)(ii)(1)Any surface or subsurface discharge,including but not limited to,storm water runoff. In conjunction with the construction of the proposed garage there is an increase of impervious area resulting in a potential increase in storm water runoff. However, due to the existing soil conditions the proposed project is not anticipated to pose any substantial increase in surface or subsurface discharge. Current soil conditions consist of Paxton Series(PaC) soil,which is a moderately well drained soil that possesses very slow permeability. If the soil possessed a higher permeability rate then an increase in impervious area may significantly increase surface or subsurface discharge. However,the minor increase in impervious area generated by the construction of the proposed garage will not substantially impact the rate of runoff due to the already low permeability soil. STATEMENT OF WATER QUALITY IMPACT CONSTRUCTION OF A DETACHED GARAGE 880 OSGOOD 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 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 dwelling is currently connected to the municipal sewer system so contamination from a subsurface sewage disposal system will not occur. • Construction activity is greater than 150 feet away from any wetland resource area. Best management practices will be exercised during construction and environmental monitoring is proposed to prevent any siltation into downstream wetlands. • Due to the currently steep slopes on site and the poor underlying soils,the existing rate of runoff from the site is high and very little groundwater recharge occurs. The addition of a small amount of impervious area will not significantly increase the amount of storm water runoff. • The homeowner will agree to the use of organic and low nitrogen fertilizers and curtailing the use of pesticides which will reduce the potential chemical loading in to adjacent wetlands. 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 880 Osgood Street,North Andov "OF Mgssq ti �® BENJAMIN C. GN Benjamin C. Osgood, Jr., OSGOOD,JR. CIVIL ' NOC90 ,c FG ST Sg� rv, cry PQ WATERSHED SPECIAL PERMIT APPLICATION 880 OSGOOD STREET NORTH ANDOVER, MA 01845 PREPARED FOR : MICHAEL RYAN 880 OSGOOD STREET NORTH ANDOVER,MA 01845 January 16, 2006 PREPARED BY: NEW ENGLAND ENGINEERING 60 BEECHWOOD DRIVE NORTH ANDOVER, MA 01845 J Town of North Andover Planning Board Application for Watershed Special Permit Please type or print clearly. ` 1. Petitioner: Z-f I ely"L R Y4AI res- r Petitioner's Address: tp-to OS&r'Vy �1(p er7y Telephone number: 979; - &S$ -------------------- - .-: v 2. Owners of the Land: Address: Number of years of ownership: Y 5 3. Year lot was created: L g C I 4. Is the lot currently on septic or sewer?_ SEJcyF- If on sewer,please provide date the sewer connection was completed: 5. Description of Proposed Project: C0AJS Ti+ Ve 10Iq elf- of 1.19"x 2'F DE7`gcrf�c7 �rAP�C�E'.• 6. Description of Premises: !AW— 6si T76.. ioCIS7,,S /f-S •4 37q Py-4c 2 aymca: cT ,R-,y� wi r�/elf Tom' !i/As�C'S�fiE� �mT�Gr7�/J I�/J'lh?![T 7. Address of Property Being Affected 88O e50:9Q0 f' Zoning District: 'g- Assessors: Map: 2* Lot# S3 Registry of Deeds: Book#: S -rAA Page#: 129 S. Faristing Lot: Lot Area(Sq.Ft) -- -'t- — BuildingHeight _ Street Frontage: /DD Side Setbacks:_ U.3 ' 40.9 Front Setback: &6*1' Rear Setback: Floor Area Ratio: it/,/A Lot Coverage: iilld 9. Proposed Lot(if applicable): Lot Area(Sq.Ft) Building Height �l� Street Frontage: Side Setbacks: A/,1i4 Front Setback: X,//it Rear Setback: AOM Floor Area Ratio: /il� Lot Coverage: •yr//,t 10. Required Lot(as required by Zoning Bylaw): Lot Area(Sq.Ft) /�D _. Building Height 3S /y19 Street.Frontage: /00 / Side Setbacks: Front Setback: ,fie' Rear Setback: 3d Floor Area Ratio: �A1114 Lot Coverage: NISI ., 11. Existing Building(if applicable): Ground Floor(Sq.Ft.) -7&0 S.r. #of Floors: 2. Total Sq.Ft. —1/SZ S, r Height: Use: AUNAON��9G l�cy Type of Construction woo p �,efir� 12. Proposed Building: Ground Floor(Sq.Ft.) #of Floors: Total Sq.Ft. Height: Use: A/"�t+�4'�£ Type of Construction ! at 13. Has there been a previous application for a Special Permit from the Planning Board on these premises? Al D If so,when and for what type of construction? 14. Section of ZoninP Bylaw that Special Permit Is Being Requested . i 3 G (3� 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: 22 Print or type name here: oenS `j 2 i Owner's Signature: t j Print or type name here: t�r, aq�,T 16. Please list title of plans and documents you will be attaching to this application. WATERSHED SPECIAL PERMIT APPLICATION 880 OSGOOD STREET NORTH ANDOVER, MA 01845 INTRODUCTION This application is being submitted to allow the construction of a detached 20' X 24' garage, at 880 Osgood Street,North Andover, within the watershed protection district. The project site, recorded with the Town of North Andover as assessor's map 74 lot 53, exists as a 19, 374 square foot parcel in zoning district R-4 within the watershed protection district. Currently,the parcel and existing dwelling meet all zoning and dimension requirements. The enclosed plans propose the construction of a new detached 20' X 24' garage within the non- discharge buffer zone of a wetland. Listed below are the bylaw sections under which the special permit is requested. SPECIFIC SPECIAL PERMIT REQUESTS 4.136(3)(b)(ii)(1) Any surface or subsurface discharge, including but not limited to,storm water runoff. In conjunction with the construction of the proposed garage there is an increase of impervious area resulting in a potential increase in storm water runoff. However, due to the existing soil conditions the proposed project is not anticipated to pose any substantial increase in surface or subsurface discharge. Current soil conditions consist of Paxton Series (PaQ soil, which is a moderately well drained soil that possesses very slow permeability. If the soil possessed a higher permeability rate then an increase in impervious area may significantly increase surface or subsurface discharge. However,the minor increase in impervious area generated by the construction of the proposed garage will not substantially impact the rate of runoff due to the already low permeability soil. I STATEMENT OF WATER QUALITY IMPACT CONSTRUCTION OF A DETACHED GARAGE 880 OSGOOD 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 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 dwelling is currently connected to the municipal sewer system so contamination from a subsurface sewage disposal system will not occur. • Construction activity is greater than 150 feet away from any wetland resource area. Best management practices will be exercised during construction and environmental monitoring is proposed to prevent any siltation into downstream wetlands. • Due to the currently steep slopes on site and the poor underlying soils,the existing rate of runoff from the site is high and very little groundwater recharge occurs. The addition of a small amount of impervious area will not significantly increase the amount of storm water runoff. • The homeowner will agree to the use of organic and low nitrogen fertilizers and curtailing the use of pesticides which will reduce the potential chemical loading in to adjacent wetlands. 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 880 Osgood Street,North Andov VA OF BENJAMIN C. N Benjamin C. Osgood, Jr., v OSGOOD,JR. CIVIL ` N0�8� ss L