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HomeMy WebLinkAboutMiscellaneous - 550 BOXFORD STREET 12/28/2015 (2) 1 i r i i North Andover Health Department Community and Economic Development Division June 23, 2015 S&L Homes LLC William Lombard 10 Middleton Ave, Suite 1 Wilmington, MA. 01887 Re: Subsurface Sewage Disposal System Plan for 602 Boxford Street—Lot 2 (Map 105C,Lot 22) Dear Mr. Lombard, The proposed wastewater system design plan for the above site dated June 9, 2015 with a final revision date of June 23, 2015 and received on June 23, 2015 has been approved. The design has been approved for use in the construction of a new on-site septic system for a 4- bedroom(max 9-room)home utilizing Quick 4 High Capacity Infiltrator Chamber system. This design plan approval is valid until June 23,2018. During this time, a licensed septic system installer must obtain a permit and complete this work, and a, Installation Certification be endorsed by the installer, designer and the Town of North Andover. This approval is also subject to the following conditions: I 1. Prior to the issuance of the Disposal Works Installers Permit,the applicant must submit a foundation as-built at the same scale as the approved plan 2. Prior to the issuance of the Disposal Works Installer's Permit,the applicant must submit the floor plans of the proposed dwelling showing no greater than 4 bedrooms or a total of 9 rooms. 3. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation, the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit(3 10 CMR 15.020(1)): Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035 North Andover, MA 01.845 Phone: 978.688.9540 Fax: 978.688.8476 I 602 Boxford Street—Lot 2 June 23, 2015 4. It is the responsibility of the applicant and/or the applicant's septic system designer, 1 septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board,Building Inspector,Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sir�cerel Michele Grant 4 Health Inspector Encl. Installers list cc: Philip Christiansen,P.E. File Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 i 0Q oTy BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: l-� r `�' Date Received ^Tpp Date Issued: I SS CHUS IWORTANT:Applicant must com lete all items on this pMe LOCATION ) f -� / Printa �1 Ave. PROPERTY OWNER J '1 L 1-1 oryies i 0+'t I d dlest-V � O'/N.�u �l uK.�/�- bl�°�'11 Print MAP NO) 05 e PARCEL:-2-a ZONING DISTRICT: k Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential U New Buildings One family U Addition U Two or more family U Industrial X Alteration No. of units: U Commercial U Repair, replacement U Assessory Bldg U Others: U Demolition U Other U Septic U Well U Floodplain u Wetlands U Watershed District U Water/Sewer c�i is c 4-a ` UJ i r''J h /A 4 )1k S _ alb. 41(— Identification Y4ease Type or Print Clearly) OWNER: Name: '31 L [trws Phone:'°`1 m ey-1393 Address: i f u A,,, , U n- �. 1 A M ( UN CONTRACTOR Name- Phone: S-1 - 4 Address: I b t IC se.Y C? i �L yYl l wL A. 019 Supervisor's Construction License: ©� � d� Exp. Date: � ,8D Home Improvement License: Exp. Date: � X1851 ARCHITECT/ENGINEER Lar f v- Phone:99 T•3�3 d ?31 Address: 1 �� -I- M r fie, cur Reg. No.pi 2 L!� FEE SCHEDULE.BOLDING PERMIT:$92.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$925.00 PER S.F. Total Project Cost: $ wo, 0 Q FEE: $ 16 Check No.: Receipt No.: c! '-77-9 NOTE: Persons contracting Wth unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner . S .' ignature of cont racto r Plans Submitted ❑ -.Plans Waived.❑ Certified Plot Plan ❑�, a Stamped Plans ❑ t TYPE OF SEWERAGE DISPOSAL Swirm-ning Pools ❑ Public Sewer El Tanning/Massage/Body Art F] well F1 Tobacco Sales ❑ Food Packaging/Sales El ❑ permanent Dum ster on Site ❑ Private(septic tank,etc. P THE-FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF U FOR PLANNING & DEVELOPMENT Reviewed On •_________ Signature_ COMMENTS CONSERVATION Reviewed on Si nature COMMENTS UEALTU Reviewed on I Signature COMMENf». ( .. 'L EEC Zoning Decisionlreceipt submitted yes Zoning Board of Appeals:Variance, Petition No: Planning Board Decision: Comments Conservation Decision: Comments Driveway Permit Water & Sewer Connection/Signature&Date ]DPW Town Engineer: Signature. Located 384 Osgood Street T Tem Dumpster on.site' yes. no, FIRE®EPiNF T,MENk; i? ,% / r, it at'124�Main'Streefi / Located e arfiment(?,� ignatureldat Fire ).p. � , , . . . e, . COMMENTS a ar,r, b r 1 1 mh w �"e'bh7 Y�^`��(T r"slrl,a 771 C F 1 C2 ,.a! . , v rl or— of"c y J r m ^ rf m r a.���rf B �,Pa;' _ 6 ,. p,y 7 777,7 rw� �F d , l-1 r cp 1 1 �a • � , r __ '" ' p �� Y,�. 'R P r�' L41 J. �. t� 17 Lawrence H. Ogden RE- 198 Fast Main St A Geurgetown, MA 01833 l a S 4 +QD _Va » ,; ,w v was a h'l �. '� � a E3EE SK A Map, t�F OF y� Lawrence H. Ogden P,r--, 198 EWMAM St Georgetown MA 0 1833 r1 CHRISTIANSEN & SERGI, INC PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 SUMMER STREET,HAVERHILL,MA 01830 tel:978-373-0310 www.csi-engr,com fax 978-372-3960 June 22, 2015 North Andover Health Department 1600 Osgood Street, Suite 2035 North Andover,MA 01845 RE: Subsurface Sewage Disposal System for 602 Boxford Street—Lot 2 Revised Dear Ms. Grant: I have reviewed your comments on the above referenced Sewage Disposal System and offer the following responses: For ease in review, my comments are printed in blue. The proposed grading provides more than 3' of cover over the septic tank and one portion of the soil absorption system (3 10 CMR 15.221(7)). 'Fhe grading has been reduced to 3' or less, 2. Cleanouts are required at all bends in the building sewer line (3 10 CMR 15.222(8)). Cleanotits have been provided, 3. Clarification is needed for the design intent and soil removal. It appears the design is proposing removal of the A soil layer and retention of the B soil layer. The B soil layer is a Class 11 soil but the design calculations are based on a Class I soil (3 10 CMR 15.220). This design was previously approved. Percolation testing was conducted in both B and C, Horizons, Rates reflect this, 4. Please label the proposed finished grade over each disposal trench to provide clarity for the installer. Spot clevations have been added to the design over the trench area. Should you have any questions,please do not hesitate to call me. Sincerely, Philip G. Christiansen. Cc: S&L Homes