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HomeMy WebLinkAboutCorrespondence - 540 BOXFORD STREET 11/20/2015 Grant, Michele From: Dan Ottenheimer <dano @millriverconsulting.com> Sent: Friday, November 20, 2015 9:16 AM To: Grant, Michele Subject: FW: septic system lot 1 boxford st - bill lombard All set. From: Phil Christiansen [mayl ph61csi-e n.cr.carr] Sent: Friday, November 20, 2015 9:06 AM To: Dan Ottenheimer; 'Grant, Michele' Cc: gileadme12 > mail.com; Dan O'Connell Subject: RE: septic system lot 1 boxford st - bill lombard Crew set a cutt spine in a 20" pine marked elev 126.02 Regards, Philip Christiansen P.E. CHRISTIANSEN &SE GI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 Summer Street Haverhill, MA 01530 (978) 373-0310 (978) 372-3960 fax From: Dan Ottenheimer [snail =clro�a? illri;verct�sultirrg ccar�] Sent: Friday, November 20, 2015 8:33 AM To: Phil Christiansen; 'Grant, Michele' Cc: gpl ac rn l (a cpmailccQrn; Dan O'Connell Subject: RE: septic system lot 1 boxford st- bill lombard Great,thanks Phil. As you can appreciate, we need to provide for a level playing field for all projects and wished to make sure the survey control point was not transferred by the installer or sorneone else, but was actually provided by your firm. Please just confirm what the elevation was of the mark you set, and we should be good to go. Dan From: Phil Christiansen [n�raift0:pl�Il�csi-engL,OHM] Sent: Thursday, November 19, 2015 2:07 PM To: Grant, Michele (rilgi, nt(Q-'towilofnortrILII)do_v r�.ccm) Cc: gil irrr ]: ...cry m sil,,,cc -col; Dan O'Connell; in-fl ¢nillriv rcc-nsgtIO,gL,; m Subject: septic system lot 1 boxford st- bill lombard Recently Dan. Ottenheimer was on site for an inspection of the installed system. He was concerned with who established the bench mark that is near the system. i Please see note 13 on sheet 2 of our design plans. It states that a bench mark will be established near the system prior to construction. We established the bench mark as per plan. Regards, Philip Christiansen P.E. CHRISTIANSEN &SERGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 Summer Street Haverhill, MA 01830 (978) 373-0310 (978) 372-3960 fax 2 Grant, Michele To: Phil Christiansen Cc: Blackburn, Lisa Subject: RE: Lot 1 Boxford St - Lombard Hi Phil, Changes.... Spoke to Mr. Lombard again this morning. Looks like he hit ledge where lie was proposing to move the tank and pipe, he will now keep the pipe and tank as is and is going to shrink the deck. He understands the set back from the song tubes should be 5'. Sincerely, Michele E.Grant Public Health Agent Town of North Andover 1600 Osgood St I Suite 2035 North Andover,MA 01845 Phone 978.688.9540 Fax 978.688,8476 Email m rant towncfnorthandaver.c:om Web www.Town( NorthAndover,,eorn r From: Grant, Michele Sent: Monday, September 28, 2015 4:23 PM To: 'Phil Christiansen' Subject: RE: Lot 1 Boxford St- Lombard Hi Phil, Did Mr. Lombard explain that lie was moving the tank, the location of the pipe, and adding an elbow. I asked him to also refer to you about a cleanout. (Whether or not it will need one, I'm unsure of the distance). Also, as always, it will reflect on your As-Built. Please let me know if you are OK with the above, Many Thanks, 1 Michele E.Grant Public Health Agent Town of North Andover 1600 Osgood St I Suite 2035 North Andover,MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email mgranttownofrorthandove,r.ccrm Web wwuu,-FQ rxofNorthAndover.com w� From: Phil Christiansen [maiitr :phl ccsi-encr.com] Sent: Monday, September 28, 2015 3:37 PM To: Grant, Michele Subject: Lot 1 Boxford St - Lombard I spoke with Bill Lombard about providing a greater than 5 ft separation from the septic tank to the footing for the deck:. The work will be completed within that guidline Regards, Philip Christiansen P.E. CHRISTIANSEN &SERGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 Summer Street Haverhill, MA 01830 (978) 373-0310 (978) 372-3960 fax 2 7 z North Andover Health Department Community Development Division August 5, 2015 S&L Homes, LLC 10 Middleton Avenue, Suite 1 Wilmington, MA 01887 Ile: Subsurface Sewage Disposal System Plan for 602 Boxford Street—Lot 1 (Map 1050,]Lot 22) To Whom It May Concern: The proposed wastewater system design plan for the above site dated March 25, 2015 with a final revision date July 30, 2015 received on July 31, 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 Capactiy Infiltrator Chamber system. This design plan is valid for 3-years from the date of approval. During this time, a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover. This approval is also subject to the following conditions: 1. 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)). 2. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 602 Boxford Street—Lot 1 August 5, 2015 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. Sincerely, % 1 Michele Grant 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 imp o S R INC PROFESSIONAL ENGINEERS AND LAND UNtfEYORS (VI 160 SUMMER STREET,HAVERHILL,MA 01830 kel:978-673-03'10 www.csi-engr.corrr fax 978-372-3960 4�u ar. :, (,1 'i" July 30, 2015f.:�wP� North Andover Health Department 1600 Osgood Street, Suite 2035 North Andover, MA 01845 RE: Subsurface Sewage Disposal System for 602 Boxford Street—Lot 1 Dear Ms. Grant: Thank you for your comments recognizing that I had not totally completed my revisions to the recently submitted SSDS Plan for Lot 1. In addition to your letter of July 20 comments which I. address below,the design has been changed to a 3 trench system. 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. 1. On sheet 1 of 2, the conventional system (proof plan) should be shown with the propose house location. It appears the proposed conventional system will be less than 20' from the proposed house. l"hsW pmof'p an has bet,,n rc vised f6r the ncw I,.pcwion 2. On sheet I of 2,the setback distances from the proposed well to the system need to be added. The setback distance from the leach trenches to the property line also need to be added. The well has been previously installed, e° ba(1; afistulnces haw been u.u:ded to the lfIaii. 3. On sheet 1 of 2,the previously approved house location appears to be shown on the "Property Plan". Thu,, previolusly ar)i ��roved house �4:ucafi+:)n has N,�en u°ernm�au d l"i-oni the p o[),hy l)Ia ... 4. On sheet I of 2, the street name is missing from the site plan. 'k fie street tiat ne has been added to the plain Should you have any questions, Please do not hesitate to call me. Si `e ; w i ristiansen. Girart, Michele al From: Gaffney, Heidi Sent: Wednesday,July 29, 2015 9:52 AM To: 'Phil Christiansen' Cc: Hughes,Jennifer; Grant, Michele Subject: RE: Lot 1 - Boxford Street A small project can be filed if the only work within the buffer zone is the overdig, however if any clearing, grading or disturbance is going to occur within the buffer zone aside from the small overdig area (the area where the rest of the erosion controls is being moved into the buffer zone)then an RDA will need to be filed. Heidi Gaffney Conservation Field Inspector Town of North Andover 1600 Osgood Street,Suite 2035 North Andover,MA 01845 Phone 978-688-9530 Fax 978-688-9542 Email h gfftiev( tow nofnorthandover cca rn web www.TcrwnofNortlrAndover.c(rr) From: Phil Christiansen [mailto- NI c�CsJ-eUrr.go ] Sent: Wednesday, July 29, 2015 9:17 AM To: Gaffney, Heidi Subject: RE: Lot 1 - Boxford Street Client requested the erosion control be moved back Regards, Philip Christiansen P.E. CHRISTIANSEN &S RGI,INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 Summer Street Haverhill, MA 01830 (978) 373-0310 (978) 372-3960 fax From: Gaffney, Heidi [mailto:HGaffneyA tQwriof gLtthandov M°mconI] Sent: Wednesday, July 29, 2015 9:01 AM To: Phil Christiansen Subject: RE: Lot 1 - Boxford Street 1 It will likely require at least a small project filing, I'd need to check with.Jen. Why is the erosion control being moved to be within the buffer zone"? Heidi Gaffney Conservation Field Inspector Town of North Andover 1600 Osgood Street,Suite 2035 North Andover,MA 01845 Phone 978-688-9530 Fax 978-688-9542 Email 17gaffne„y towriofriorthanciover.com Web www.TownofNorthAndover.corn From: Phil Christiansen [nl4iltQ:phjl d)csl-engr.com] Sent: Wednesday, July 29, 2015 8:58 AM To: Gaffney, Heidi Subject: RE: Lot 1 - Boxford Street Yes the over dig is within the buffer but the system is outside; the 100 t't Regards, Philip Christiansen P.E. CHRISTIANSEN &SERGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 Summer Street Haverhill, MA 01830 (978) 373-0310 (978) 372-3960 fax From: Gaffney, Heidi [tlrailto:HGaffrrtownofnorthandov�r.com] Sent: Wednesday, July 29, 2015 8:43 AM To: Phil Christiansen Cc: Hughes, Jennifer Subject: Lot 1 - Boxford Street Hi Phil, I saw a revised proposed septic plan for Lot 1 yesterday that shows the erosion controls being proposed to be moved into the buffer zone and overdig for the system that will go into the buffer zone? Heidi Gaffney Conservation Field Inspector Town of North Andover 1600 Osgood Street,Suite 2035 North Andover,MA 01845 Phone 978-688-9530 2 PROFESSIONAL ENGINEER'S AND LAND E l.t ~i C51 1604a11U"aPlM'E STFREB,i1/w,VEFO-ilk.L, MAO 1830 Y.e1: 9'?k1 "571-0310 w ww a si_engrt',um W978-372-3960 July 28, 2015 ���°�,�� 8 North Andover Health Department 1600 Osgood Street, Suite 2035 North Andover,MA 01845 RE: Subsurface Sewage Disposal System for 602 Boxford Street—Lot 1 Dear Ms. Grant: I have reviewed your comments on the above referenced Sewage Disposal System and offer the following responses: For case in review, my comments are printed in blue. JI 1. On sheet 1 of 2, the conventional system (proof plan) should be shown RECEIVED with the propose house location. It appears the proposed conventional jN, [,2 5 st em will be less than 20' from the proposed house. To � Y 'he 1r°�:1of -r11�1n 11.1 been reviscd for the newA/ loc,1a 0r 1 p r 2. On sheet 1 of 2,the setback distances from the proposed well to the system need to be added. The setback distance from the leach trenches to the property line also need to be added. Seu l:rack (fist:inc(,,s have beer1 elrkd ed to 1he plan / 3. On sheet 1 of 2, the previously approved house location appears to be shown on the "Property Plan". 'Vile 1)'eviously appl'eved 110r SLx , lor:;A:doo has been re:.neved fl°rom the pn)j..,reoY rm la n.- J 4. On sheet 1 of 2, the street name is missing from the site plan. "l he shvo name has been lidded to the pfian Should you have any questions, lease do not hesitate to call me. S i Y k.�1, 4. �« ill G.("-1—ilit al tls it 9'i„ s I North Andover Health Department Community and Economic Development Division July 20, 2015 Philip Christiansen, P.E. Christiansen and Sergi, Inc. 160 Summer Street Haverhill, MA 01830 Re: Subsurface Sewage Disposal System Plan for 602 Boxford Street—Lot 1 (Map 1050,Lot 22) Dear Mr. Christiansen, The proposed wastewater system design plan for the above site dated March 25, 2015 and received on March 26, 2015, June 29, 2015 has been reviewed. Unfortunately,the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each item. 1. On sheet 1 of 2,the conventional system (proof plan) should be shown with the propose house location. It appears the proposed conventional system will be less than 20' from the proposed house. 2. On sheet 1 of 2,the setback distances from the proposed well to the system need to be added. The setback distance from the leach trenches to the property line also need to be added. 3. On sheet 1 of 2, the previously approved house location appears to be shown on the "Property Plan". 4. On sheet 1 of 2,the street name is missing from the site plan. Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 Please feel free to contact the office or Mill River Consulting at 978-282-0014 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. Sincerely, -- J Michele Grant Health Inspector cc: S&L Homes, LLC File i 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 Blackburn, Lisa From: Blackburn, Lisa Sent: Tuesday,July 14, 2015 10:31 AM To: Dan Ottenheimer;Isaac Rowe; Pam Lally Cc: Grant, Michele Subject: FW: 602 Boxford Street Lot 1 Attachments: Lot 1 Boxford Street SSDS 6-29-2015.pdf H i, Here is the revised septic plans for 602 Boxford St. Lot 1. This plan was originally approved but is being resubmitted because the placement of the house was changed (just like 602 Boxford St. Lot 2). 1 was also made aware of the new home numbers for lots 1. and 2: 602 Boxford St. Lot 1 is going to be 540 Boxford St. 602 Boxford St. Lot 2 is going to be 550 Boxford St. From: Dan O'Connell [rrwailto:dario csi-en r.com] Sent: Tuesday, July 14, 2015 10:20 AM To: Blackburn, Lisa; Grant, Michele Subject: 602 Boxford Street Lot 1 Hi Lisa & Michelle. Bill Lombard asked me to send you the attached pdf of the revised septic plan that Phil did for Lot 1 at 602 Boxford Street. I wasn't sure who to send it to so you both get it. Let me know if you have any questions. Best regards, Daniel J. O'Connell, P.E. CHRISTIANS CHRISTIANSEN & RGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 Summer Street Haverhill, MA 01830 Tel. 978-373-0310 Fax 978-372-3960 E-mail: dano c csi-en r.com www.csi-en r.com tsORTy BUILDING PERMIT 0.1 iLE° bq�a TOWN OF NORTH ANDOVER 0 APPLICATION FOR PLAN EXAMINATION - � Permit No#: Date Received �'�s RATED sgcHUS Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION 7 Print PROPERTY OWNER 0A4e__ Print 100 Year Structure yes MAP Li:952-^- PARCEL: ZONING DISTRICT: Historic District g yes no Machine Sho p Villa e yes o TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential iew Building ne family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Other e olition , ❑ D m _ .,,. �. .�-��z: � � �' „,p1UVetlands� '� ��Watershed�District� '?f� x� .f . Well 0Flootlplat Se t��i r'. " ., ,e :1 ,.-!.t f;T er/„Sewer_,��r,,�� - ,DESCRIPTION OF WORK TO BE PERFORMED: gip/ 1 �e c C_ ran Identification- Please Type or Print Clearly S- OWNER: Name: 1 Phone: 1 Address: I . Contractor Name. � Phone Email: °° i x `� C or.,, Address: 10 Y. Supervisor's Construction License: 'G s Exp. Date: c� ' - r Home Improvement License: 1�t Exp. Date: ARCHITECT/ENGINEER% ,Qr►r �a ®� t'• �� Phone: ©/ eg. No.Address: o6 531, . C-0 ,`#Z��(5 GI FEE SCHEDULE.BULDING PERMIT:$92.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$925.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Flans Submitted Plans Waived ❑ Certified Plot Plan ❑ Stamped. ped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Swiminrn Pools Tanning/Massage/BodyArt ❑ g ❑ Well Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank, etc. Pennanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OPT` m U FORM PLANNING DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENT f 1 UG } t Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments plater& Sewer ConnOGUOWSI nature&Dade lermit , Dnv wa DPW Town.Engineer: Signature: �i Located 384 Osg od Street I_REIDEP,AR�TIUIENT Te mp Durnpster-on sit yes Locatedat 124 Main Street - _ ono s Fre�Departrrent�igr�a�ureldate - - - - North Andover health Departinent Community Development Division April 13, 2015 Messina Development Corp 277 Washington Street Groveland, MA 01834 Re: Subsurface Sewage Disposal System flan for 602 Boxford Street—Lot 1 (Map 105G,Lot 22) To Whom It May Concern: The proposed wastewater system design plan for the above site dated March 25, 2015 with a final revision date April 8, 2015 received on April 9, 2015 has been approved. Please note that the designer has chosen to provide no slope in the pipe from the outlet of the distribution box to the inlet of the leaching facility. Although not a requirement by 'title 5 or the North Andover Board of Health it is strongly recommended that all distribution pipes from a distribution box to a leaching facility meet a minimum slope of 0.01 (1/8 inch per foot). 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 Capactiy Infiltrator Chamber system. This design plan is valid for 3-years from the date of approval. During this time, a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North. Andover. This approval is also subject to the following conditions: 1. 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 Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Phone: 9'78.688.9540 Fax: 978.688.8476 602 Boxford Sheet— Lot l April 13, 2015 Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit(3 10 CMR 15.020(1)). 2. It is the responsibility of the applicant and/or the applicant's septic system designer, 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. S�inc rely, J � JAL- Mich'ele Grant 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 PROFESSIONAL, ENGINEERS AND LAND SURVEYORS CS1 160 SUMMER STREET, I°1AVERNII...L.,MFG 01£330 tel:978.373-0310 wwwvw.csi-engr,corn fax 978.,3'72-3960 April 8, 2015 9 , l North Andover Health Department 1600 Osgood Street, Suite 2035 North Andover, MA 01845 RE: Subsurface Sewage Disposal System for 602 Boxford Street— Lot 1 Dear Ms. Grant: I have reviewed your comments on the above referenced Sewage Disposal System and offer the following responses: It should be noted that the house has been moved from the original design to accommodate the well location. The location of the proposed system has not changed. For ease in review, my comments are printed in blue. I, Until the new address is provided by the Assessor's office please indicate the address as "602 Boxford. Street—Lot 1". This same numbering systen-i should be used for all proposed lots inthe subdivision. `[11va new addruss Iraas lavei. noted oi-i flae j l<m 2. The design plan was not stamped and signed by the designer (3 10 CMR 15.220(2)). Statrrape(I orighi.asl was l)rovt* led to thc,, NA1301-1, 3. On sheet I of 2, the survey statement was not signed (NA 3,2). twrmgrcd ori,lirr�l �v,,xs [)irovraled ter dw NA130ll, 4. It is unclear if the proposed driveway will be an impervious area (310 CMR 15.220(4)(4)). A iiote. "<rspkarlt" la )s lacea l a(kted to d 1e, l)'Larrr. 5. The manufacturer was not depicted for the septic tank (NA 3.2). However, if it is assumed that the manufacturer is SHEA concrete, the model number indicated on the design plan does not reference a monolithic septic tank. `l fic, l)r'o )cr rllode;rl raarml)c Iraas [)ccrr 11ote d oll tlrsut l:rlaara 6. On sheet 1 of 2, the water line from the well to the proposed dwelling should be depicted. Water lirre., laas ixcele a:ra,Nr c(i to tlae, hrlam. 7. On sheet 2 of 2, the outlet, inve h elevation of the distribution box needs to be 2" or 0.17' below the inlet invert elevation (310 CMR 15.232(3)(b)) t,➢.l " llar laevvwr rre>ty; e.arr t'}a�. laGaaar 8. On sheet 2 of 2, the distribution box detail depicts a 2" sump. A minimum 6"sump is required (3 10 CMR 15.232(3)(e)). .l"lay 6 a,aar111) 11als Kml a d(fi.xl Ec) tire~; lal<aua, 9. The breakout elevation should be indicated clearly on the design plan to assist the installer. l rv°<dl.mif e:le.vaation is Naerea.aa rrrr e;xos s sccfloft 10. On sheet I of 2, the conventional system (proof plan) should be shown e,. on the site plan to confirm the location meets the required setback distances. Nool phm showti am i 4:u spde pilau 11. Indicate the material ofthe proposed manhole covers. Maatcriad liia^s lseeiii ii:deW'l'ic d. 12. A note should be added to the design plan to clearly indicate that a riser to within 6" of finish grade is required above the distribution box if greater than q" ofcover material is installed. Note, has beWc a added, 13. On sheet 2 of 2, the schedule of elevations and the profile indicate no slope frorn the outlet of the distribution box to the inlet of the Infiltrator Chamber trenches, Fh at is male- ect. It is tla(o, iaatent offlac, dcsi;=,aa, 14. Since the Infiltrator Chamber system is proposed as an alternative soil absorption system th,e"Standard Conditions for Alternative Soil Absorption Systems with General Use Certification and/or Approved for Remedial Use" will apply. Please provide the following as required by the approval conditions Section 11(18): (c) proof that the Designer has sati#f ietorily completed any required training by the Company for the design and installation of'the .Technology; No tr aiiiiiag is r celitir e([ c) certification by the Designer that the design coil far ryas to the Approval, any Company Design Guidance, and 310 CMR 15.000; and Copy of Cerl� ,9ii:rati'on on slicct , d) a certification, signed by the Owner of record,for the property to be served by the Technology, stating that the property ai,ner: 1, has been provided a copy of the Title 5 EA technology Approval, the Oivncrs Manual, and the Operation and,Maintenance Marital, and the Owner agrees to comply with all terms and conditions; 2. for Systems installed under a Remedial Use Approval, the owner agrees tofitlfill his responsibilities toprovide a Deed Notice cis required by 310 CMR 15.287(10) and the Approval; 3. for° Systems installed tinder a Remedial Use Approval, the otivrrer agrees tofit/fill his responsibilities toprovide -written notification of the Approval to any new Owner, as required by 310 CMR 15,28 7(5); 4. if the design does not provide fin- the r.tse of" garbage grinders, the restriction is understood and accepted; and 5, whether or not covered by a warranty, the System ............. Owner anderstands the requirement to repair, replace, rnodi# or take arry other action as required l)y the Dcpartniew or the LAA, if the Department, or the IAA determines the Svsterrr to � befhiling to protect public health card scfety card the e1wironinent, as defined in 310 C'tILf2 15.303. Should you have any questions, please do not hesitate to call me. f i 4Sin -is ians C511 PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 SUMMER s,rREEf, HAVERHILL, MA 01830 Owner's Certification for 602 Boston Street Lot I I, Robert Messina, the owner of record of 602 Boston Street Lot 1, hereby certify to the following: 1. I have been provided a copy of the Title 5 Innovative Alternative Technology Approval for General use dated 2/19/2015 , the Owner's Manual with maintenance , and I agree to comply with all terms and conditions; 2. The design does not provide for the use of garbage grinders. This restriction is understood and accepted; 1 Whether or not covered by warranty, I understand the requirement to repair, replace, modify or take any other action as required by the Department or the North Andover Board of Health)NABOH) , if the Department or the NABOH determines the system to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303. Acknowledged: Robert Messina Messina Development Corp. Grant, Michele From: MessinaNewHomes@aol.com Sent: Tuesday, March 31, 2015 11:44 AM To: Grant, Michele Subject: Re: Lots 1 &2 Boxford St Attachments: Scan0666.pdf Hi Michele, Please see the attached letter you requested fi°oni Bob. Th an k you, M arylee Messina In a message dated 3/30/2015 2:15:30 P.M. Eastern l" ,ayli ht Tinne, na, rant cr tLo nofnQrthand over.coin writes: Dear Bob, At first glance of the plans for 602 Boxford Street, Lots 1 &2. It appears that the proposed wells meet the Health Department 100' buffer setback, however this Septic Plan has not yet been approved. And any work on this site would be at your own risk. We would also require a sketch of the proposed well of placement by the well drillers of the coordinates. Please be advised that the Health Department is not responsible for the approval of any other North Andover Department. Please call me at the phone number below with any other questions. Sincerely Michele E. Grant Public Health Agent Town of North Andover 600 Osgood St I Suite 2035 North Andover,MA 01845 Phone 978.688.9540 1 I Fax 978,688,8476 E"Inail m ran towti(.�f'�iot-ttia�i(lover.cd.�iii g..—LLI)— ............ Web %vkv%v.'I'owiic�tl�l oi-ttiAti(Eo%,ec( i�. �)tn ................ From: Phil Christiansen [Lwgi to:phLfl@ si.- orn] C: glogLc Sent: Monday, March 30, 2015 1:04 PM To: Gaffney, Heidi; 'messinanewhomes@aol.com'; Dan O'Connell Cc: Grant, Michele; Hughes, Jennifer Subject: RE: Lots I &2 Boxford St Fleidi Attached are revised plans to correct the grading issues you called out Philip Christiansen P.E. CI- RISTIANSEN & SERGI, INC. PROFESSIONAL FINGINEERS AND LAND SURVEYORS 160 Surnmer Street Haverhill, MA 01830 (978) 373-0310 2 (978) :372-3960 fax From: Gaffney, Heidi [mailto:0-IGaffn c n fnortr�andov r.c:orrr.] Sent: Monday, March 30, 2015 11:01 AM To: 'messina new homes @aol.com'; Phil Christiansen; Dan O'Connell Cc: Grant, Michele; Hughes, Jennifer Subject: Lots 1 &2 Boxford St Hi, T took a look at the plans submitted to the health department for Lot's 1 & 2 on Boxford St and, for lot 2 the erosion control and grading in spots is too close to the 100' BZ, one area the grading is shown going into the erosion control, and lot 1 a few grading lines extend beyond the erosion control and into the 100' BZ. This should be corrected and the erosion control should be in place prior to any work on the lot. Heidi Gaffney Conservation Field haspector Town of North Andover 1600 Osgood Street,Suite 2035 North Andover,MA 01845 Phone 978-688-9530 Fax 978-688-9542 Lanai] h <a((nc _I?.t a�ncatd7ma rtf7 s a14>ucr�;ayrnr Web wwNv,"I'<)wtiofNorthAndc�rvea•.c�om 3 MESSINA DEVELOPMENT COMPANY9 INC. 277 Washington Street Groveland, MA 01834 978-891-3190 March 31, 2015 Dear Michelle, I understand that the septic designs have not yet been approved by the BOH and I accept full responsibility for the location and installation of the wells on lot 1 & 2, Boxford St. Sincerely, be 5�;4�4t Bob Messina North Andover Health Department (ommunity Development Division March 30, 2015 Philip Christiansen, P.E. Christiansen and Sergi, Inc. 160 Summer Street Haverhill, MA 01830 Re; Subsurface Sewage Disposal System Plan for 602 Boxford Street—Lot 1 (Map 105C,Lot 22) Dear Mr. Christiansen, The proposed wastewater system design plan for the above site dated March 25, 2015 and received on March 26, 2015 has been reviewed. Unfortunately,the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each item. 1. Until the new address is provided by the Assessor's office please indicate the address as "602 Boxford Street—Lot 1". This same numbering system should be used for all proposed lots in the subdivision. 2, The design plan was not stamped and signed by the designer(3 10 CMR 15.220(2)). 3. On sheet 1 of 2,the survey statement was not signed(NA 3.2). 4. It is unclear if the proposed driveway will be an impervious area(3 10 CMR 15.220(4)(4))• 5. The manufacturer was not depicted for the septic tank (NA 3.2). However, if it is assumed that the manufacturer is SHEA concrete, the model number indicated on the design plan does not reference a monolithic septic tank. 6. On sheet I of 2, the water line from the well to the proposed dwelling should be depicted. 7. On sheet 2 of 2, the outlet invert elevation of the distribution box needs to be 2" or 0.17' below the inlet invert elevation (3 10 CMR 15,232(3)(b)). Page 1 of 3 North Andover Flealtli :7epartment, 1600 Osgood Street, Stdte 2035, North Andover, MA 01.845 Phone: 978.688.0540 Fax: 978.688.8476 8. On sheet 2 of 2, the distribution box detail depicts a 2" sump. A minimum 6" sump is required (3 10 CMR 15.232(3)(e)), 9. The breakout elevation should be indicated clearly on the design plan to assist the installer. 10. On sheet 1 of 2,the conventional system (proof plan) should be shown on the site plan to confirm the location meets the required setback distances. 11. Indicate the material of the proposed manhole covers. 12. A note should be added to the design plan to clearly indicate that a riser to within 6" of finish grade is required above the distribution box if greater than 9" of cover material is installed. 13. On sheet 2 of 2, the schedule of elevations and the profile indicate no slope from the outlet of the distribution box to the inlet of the Infiltrator Chamber trenches, 14. Since the Infiltrator Chamber system is proposed as an alternative soil absorption system the "Standard Conditions for Alternative Soil Absorption Systems with General Use Certification and/or Approved for Remedial Use" will apply. Please provide the following as required by the approval conditions Section II(18): a) proof that the Designer has satisfactorily completed any required training by the Company far the design and installation of the Technology; c) certification by the Designer that the design conforms to the Approval, any Company Design Guidance, and 310 CMR 15.000; and d) a certification, signed by the Owner of record for the property to be served by the Technology, stating that the property Owner: 1. has been provided a copy of the Title 5 EA technology Approval, the Owner's Manual, and the Operation and Maintenance Manual, and the Owner agrees to comply with all terms and conditions; 2. ,for Systems installed under a Remedial Use Approval, the owner agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval; 3. for Systems installed under a Remedial Use Approval, the owner agrees to fuf ll his responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5); 4. if the design does not provide for the use of'garbage grinders, the restriction is understood and accepted; and 5. whether or not covered by a warrant), the System Owner understands the requirement to repair, replace, modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health, and scfety and the environment, as defined in 310 CMR 15.303, Page 2 of 3 North Andover 1lealth Department, 1600 Osgood Street, Suite 2035, North.Andover, Ma 01845 Phone: 978,688.9540 fax: 9 78.688.8476 Please feel free to contact the office or Mill River Consulting at 978-282-0014 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. mcerely, Michele Grant Health Inspector cc: Messina Development Corp File Page 3 of 3 North Andover health Departrneiit, 1600 Osgood Street, `quite 20:35 North Andover, MA 01845 Phone: 978.688.9540 Fax: 9"78.688.8476 C Joyce A. Bradshaw,Trustee, Gorton Family Trust 624 Boxford Street North Andover, MA 01845 (978)857-3374 November 24,2014 Christiansen & Sergi, Inc. 160 Summer Street Haverhill,Ma 01830-6318 I, Joyce A. Bradshaw, Trustee, Gorton Family Trust do hereby grant permission to Christiansen & Sergi, Inc. to access property on Boxford Street for any Wetlands or any other filings necessary. Please do not hesitate to contact me with any questions. Thank-you. Sincerely, Joyce A. (Gorton) Bradshaw