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HomeMy WebLinkAboutMiscellaneous - 550 BOXFORD STREET 12/28/2015 (3) i i North Andover Health Deportment Community and Economic Development Division June 22,2015 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 2 (Map 105C,Lot22) Dear Mr. Christiansen, The proposed wastewater system design plan for the above site dated June 9, 2015 and received on June 10, 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. 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)). 2. Cleanouts are required at all bends in the building sewer line(3 10 CMR 15.222(8)). 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 II soil but the design calculations are based on a Class I soil(3 10 CMR 15.220). 4. Please label the proposed finished grade over each disposal trench to provide clarity for the installer. 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. i cerely,' � f Michele Grant Health Inspector cc: S &L Homes File Page 1 of 1 North. Andover l lealth Department, 1600 Osgood. Street, Suite 2035, North Andover, MA 01845 Phone: 978.685.9540 Fax: 978.688.84"76 1 TOWN OF NORTI NI.)C.)VEI Office o1 CC MMLJN1 Y I:)EVI,LOPMENT NI) SIB IMC1 S FlEALTH DEPARTMENT 1600 OSG()OD STREET; SI1I'IE 2035 Nl7U'll Nf)O\,'[-' , MASSAO]USE"l TS 01845 Susan Y.Sawyer, REHS/RS 978.68K9540 Phone 978.688.8476 -€A Public Health Director E-MAIL: IteSal tltcic�(%�tt��vttc>1;t2catt[t¢trtci W1 11 B S1"]1 1 L littIL0 �wnf.taNvn()lltrai tli iii over(G)ttI SEPTIC PLAN SUBMITTAL FORM Date of Submission: 6 // 0 / l Site Location: 002 Boxford Street Lot 2 Engineer: Christiansen & Sergi, Inc. New Plans? Yes $225/Plan Check# (includes 15`submission and one re- review only) Revised Plans?Yes x $75/Plan Check# Site Evaluation Forms Included? Yes No x Local Upgrade Form Included? Yes No x Telephone M 978-373-0310 Fax#: E-mail: Phil @csi-engr.com Homeowner 4. Name: S&L Homes LLC OFFICE USE ONLY When the submission is complete (including check): ➢ Date stamp plans and letter ➢ d Complete and attach Receipt A t Copy File; Forward to Consultant ➢ I„ Enter on Log Sheet and Database 1 i C * CHRISTIANSEN & 1 S1 PROFESSIONAL ENGINEERS AND LAND SURVEYORS F INC I 160 SUMMER STREET, HAVERHILL, MA 01830 i I Owner's Certification for 602 Boston Street Lot 2 I, William Lombard, the owner of record of 602 Boston Street Lot 2, 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; 3. 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: William Lombard S&L Homes, LLC i i PROFESSIONAL ENGINEERS AND LANG)SURVEYORS C51 160 SUMMER STREET,HAVERHILL, NIA 01830 kel: 978-373-0310 www.csi-engr.com fax 078-372-3960 June 10 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 (Map 105C, Lot 22) Dear Ms. Grant: The above referenced Septic System Design was approved April 13, 2015.. The lot has been sold and the new owner has changed the house design and location. The septic system design has been modified to reflect the same. Should you have any questions,please do not hesitate to call me. Si er ,nom P :" luistiansen. i I i Blackburn, Lisa From: Blackburn, Lisa Sent: Thursday,June lI, 2015 2l5 PM To: Dan Otbenheimer;Isaac Rows; Pam Lally Cc: Grant, Michele Subject: FVV: 8DXFORD STREET |OT2 Attachments: LOT PROOF PLAN.pdf 602 BQxford St. lot 2 correct plans. | Michele, Stamped copies are in the file. - -- - - - - - - - - From: Lois Christiansen Sent: Thursday, June 11, 2015 8:15 AM To: Blackburn, Lisa Subject: BOXFORD STREET|OT2 Good morning, Michele requested the proof plan be corrected for Lot 2. | will deliver 3 original stamped copies later today. Thanks, Lois � Lois Christiansen | Christiansen & Sergi, Inc ! 160 Summer Street � Haverhill, MA 01830 o78-3r3'O310 ext. 11 FAX:978-372-3960 � � 1 i PROFESSIONAL, ENGINEERS AND LAND SURVEYORS 160 SUMMER STREET,HAVERHILL, MA 01830 tel:978-373-0310 www.csi-engr.com fax 978-372-3060 April 8, 2015 North Andover Health Department r 1600 Osgood Street, Suite 2035 North Andover, MA 01845 tttt i .� RE: Subsurface Sewage Disposal System for 602 Boxford Street— Lot 2 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. 1. Until the new address is provided by the Assessor's office please indicate the address as "602 Boxford Street-Lot 2". This same numbering system should be used for all proposed lots in the subdivision. "I'lie new address ID has been added to the plan. 2. The design plan was not stamped and signed by the designer (3 10 CMR 15.220(2)). .A stamped original was provided to the S A11011 with the original subniittal. 3. On sheet 1 of 2, the survey statement was not signed (NA 32). A signed original was provided to (lie NAB OH with.the original SUbIllittal. 4. Itis unclear if the proposed driveway will be an impervious area(310 CMR 15.220(4)(d)). The I ote "asphalt" has been added to the site plan. 5. 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. 1't.00f`plan has been put on a site plan. 6. A manhole is required at the 90 degree bend in the building sewer line (310 CMR 15.222(8)). The design. has been revised to omit the 90" turn, 7. On sheet 1 of 2, the depiction of the pipe going through the septic tank should be removed. Pipe has been ren oved, 8. The manufacturer was not indicated 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. The proper model number has been added to the plain. 9. On sheet 1 of 2, the water line from the well to the proposed dwelling should be depicted. The line has been added. 10.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)). The 6" stltnP is trotCd 01-1 t1Te 111,111 11.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. That is correct, It is the desi,n,er s irrt��nt. 12.The breakout elevation should be indicated clearly on the design plan to assist the installer. Tile l:WeaIIWLrt eievatdOtl is s11owra or) the cross Section. 13. Indicate the material of the proposed manhole covers above the septic tank and indicate the material and size of the manhole cover proposed above the distribution box. The iaterial and size is riven on sheet 2. 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 Cet-tilications added to plan and copies of 0wtrers(10eLknients attached, Section 11(18): a) proof that the Designer has satisfactorily completed any required training by the Contparxyfor the design and installation of the Technology; No training is required. c) certification by the Designer that the design conforms to the Approval, any Company Design Guidance, and 310 CMR 15.000; and C"errtific°atiorr is on sheet 2. d) a certification, signed by the Owner of record for theproperty to be senl ed by the Technology, stating that theproperty Owner: 1, has been provided a copy of'the Title 5 E technology Approval, the Owner's Manual, and the Operation and Maintenance Manual, and the Owner agrees to comply with all terns and conditions; 2, for Systems installed under a Remedial Use Approval, the owner agrees tofid ill his responsibilities toprovide a Deed Notice as required by 310 CMR 15.287(10)and the Approval; 3, for Systems installed tinder a Remedial Use Approval, the owner agrees tofit ill his responsibilities toprovide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5); 4. If the design does notprovide for the use of garbage grinders, the restriction is understood and accepted; and 5, whether or not covered by a. warranty, the System i I Owner inrderstands the regnirenient to repair, replace, iiioclifi� or take arty other- action cis required by the Departinent or the LAA, if the Depar°tinerrt or the LAA deterirtirtes the Systeiii to befailirig to protect puhlic health acrd safety and the envirolwient, cis defined iii 310 CUR .15.303. Copies crt`above iii'e attached, Should you have any questions,please do not hesitate to call me. Sin ly Christiansen.