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Home My WebLink AboutSeptic - New Installation - Correspondence - 734 Boxford Street 12/20/2021 NQR ov Massachu Stephen Casey<scasey@northandoverma.gov> � , 734 Boxford st as built 2 messages Stephen Casey <scasey@northandoverma.gov> Mon, Dec 20, 2021 at 12:31 PM To: Benjamin Osgood <bosgoodpe@gmail.com> Hi Ben, Had a couple quick questions for you on the Boxford Street as built plan. I noted on the plans you specified that there were 3 easements present, one for the water line and two for driveway and maintenance easement. I'm assuming the water easement is for the Town, however do you have the owner(s)of the driveway& maintenance easement? Another question I had was pertaining to the electrical service. Do you know if the electrical service was ran underground to this property? I thought I remembered Kyle or Tom saying they had to dig a trench for this before finishing the loam & seed but I want to make sure I am thinking of the correct property. Thank you, Stephen Casey Jr. Health Inspector Town of North Andover Benjamin Osgood <bosgoodpe@gmail.com> Mon, Dec 20, 2021 at 12:52 PM To: Stephen Casey<scasey@northandoverma.gov> Hi Stephen, The driveway and use easement is for the adjacent property. We showed it as it appeared on the original design plan. I am not sure where the electrical service is going, I don't think it has been installed yet. Ben [Quoted text hidden] >All email messages and attached content sent from and to this email account are public records unless qualified as an exemption under the Massachusetts Public Records Law. >Visit us online at www.northandoverma.gov. NORTH ANDOVER Massachusetts Toni Wolfenden <twolfenden@northandoverma.gov> Final construction inspection - 734 Boxford Street 2 messages Daniel Ottenheimer<dano@millriverconsulting.com> Tue, Nov 23, 2021 at 2:09 PM To: 'Brian Lagrasse (blagrasse@ north andoverma.gov)" <baagrasse@northandoverma.gov>, Stephen Casey <scasey@northandoverma.gov>, "Toni Wolfenden (twolfenden@northandoverma.gov)" <twolfenden@northandoverma.gov> Brian, Steve, Toni- All went well with the construction inspection at this address. The installer will need to put risers on one tank opening to bring it to within 6" of finished grade and risers on the d-box as well might be needed. He will stay in touch with Steve about this. No other items were noted. Take care, Dan Daniel Ottenheimer, PE President as ff MILL RIVER CONSULTING Cttative Solutions for Lard Development 6 Sargent Street Gloucester, MA 01930-2719 Phone: 978-282-0014 ext.802 www.millriverconsulting.com i Construction Notes -734 Boxford Street.doc 369K Toni Wolfenden <tolfenden@northandoverma.gov> Tue, Nov 23, 2021 at 2:18 PM To: Daniel Ottenheimer<dano@millriverconsulting.com> Cc: "Brian Lagrasse (blagrasse@ north andoverma.gov)" <baagrasse@northandoverma.gov>, Stephen Casey <scasey@northandoverma.gov> Thank you! Toni K. Wolfenden Health Department Assistant 978-688-9540 Lo�cid:image002.jpg@01 CD02Al.85A49B40 [Quoted text hidden] image001.jpg 4K The-Morin-Cameron GROUP, INC. March 22, 2021 RECEIVED Mr. Brian J. LaGrasse M ' Director of Public Health TOWN OF NORTH ANDOVER 120 Main Street HEALTH DEPARTMENT North Andover, MA 01845 Re: Subsurface Sewage Disposal System Plan — Lot 9 - 0 Boxford Street (Map 105A, Lot 24) Dear Brian: We are in receipt of your review of the septic design for the above referenced property dated March 4, 2021. On behalf of Peter Breen, The Morin-Cameron Group, Inc. has prepared the following responses to your comments. Please find enclosed 3 sets of the revised Sanitary Disposal System Design Plan for your review/approval. For convenience, the responses are numbered in the same order and correlate to the numbered comments in your letter: 1. The plan view (Sheet 1 of 2) has been revised to show benchmarks within 50-75 feet of the proposed facility. 2. The Distribution Box Detail shown (sheet 2 of 2) is designed to withstand H-20 loading. 3. Note 20 was added to the General Notes (sheet 1 of 2) to read "THE BUILDING SEWER SHALL BE 4" PVC WITH WATERTIGHT JOINTS LAID ON A COMPACT BASE IN A STRAIGHT LINE AT A CONTINUOUS GRADE WITH A MINIMUM SLOPE OF 1.0%". 4. Note 20 was added to the General Notes (sheet 1 of 2) to read "THE BUILDING SEWER SHALL BE 4" PVC (SCH 40) PIPE WITH WATERTIGHT JOINTS LAID ON A COMPACT BASE IN A STRAIGHT LINE AT A CONTINUOUS GRADE WITH A MINIMUM SLOPE OF 1.0%". 5. Note 2 was added to the Septic Tank Detail to show "ALL JOINTS, PENETRATIONS, AND RISERS SHALL BE MADE WATERTIGHT(I.E.:TANK SHALL BE MADE WATERTIGHT)"and note 4 was added to the Distribution Box Detail to show "INLET AND OUTLET PIPE WALL PENETRATIONS AND RISERS SHALL BE MADE WATERTIGHT" (sheet 2 of 2). 6. Note 3 was shown on the Enviro-Septic Leach Bed Detail (sheet 2 of 2) to show "THE TOP OF THE LEACHING FACILITY SHALL BE LESS THAN 36" BELOW FINISH GRADE". CIVIL ENGINEERS • LAND SURVEYORS • ENVIRONMENTAL CONSULTANTS • LAND USE PLANNERS 66 Elm Street, Danvers, MA 01923 978.777.8586 FAX 978.774.3488 Providing Professional Services Since 1978 www.morincameron.com Mr. Brian LaGrasse March 22, 2021 Page 2 7. The soil evaluator has discussed the submitted soil testing forms with Mill River Consulting. It has been agreed upon that the submitted forms are sufficient and DEP forms 11 and 12 will not be required. 8. Note 4 was shown on the Enviro-Septic Leach Bed Detail (sheet 2 of 2) to show "CONTRACTOR SHALL VERIFY THAT THE HIGH VENT THROUGH THE ROOF SUPPLIES SUFFICIENT DRAFT. IF SUFFICIENT DRAFT IS NOT PRESENT, A HIGH VENT SHALL BE ADDED AND VENTED THOUGH THE DISTRIBUTION BOX. A MINIMUM OF A 10, DIFFERENTIAL IS REQUIRED BETWEEN THE HIGH VENT AND LOW VENT. NOTIFY DESIGN ENGINEER IF HIGH VENT THROUGH DISTRIBUTION BOX IS REQUIRED". 9. Per the PRESBY Massachusetts Design and Installation manual the breakout elevation is located at the bottom of the system sand as shown on the design plans. We also made the following changes to the plans as requested in your letter: 1. The notes referring to the conventional system on the Plan View (sheet 1 of 2) and Conventional Leaching Facility Design Data (sheet 2 of 2)were amended to include "(NOT TO BE CONSTRUCTED)". 2. The note reference shown on the Enviro-Septic Leach Bed Detail was revised to refer to General Note 18. 3. Notes were added to call out the locations of "System Sand" on the Enviro-Septic Leach Bed Detail and System Profile (sheet 2 of 2). We trust these responses address your comments/concerns. If you have any additional questions please do not hesitate to contact our office. Sincerely, THE MORIN-CAMERON GROUP, INC. \,e AA �� ~ John M. Morin, PE Principal JMM/kmm Attachments cc: Peter Breen X:\Breen,Peter\684\Docs\Lot 9\Lot 9 BOH\Lot 9 Response Comments.docx NORTH ANDOVER Massachusets Toni Wolfenden <twolfenden@northandoverma.gov> Revised plan review - 0 Boxford Street Daniel Ottenheimer<dano@millriverconsulting.com> Thu, Mar 25, 2021 at 4:18 PM To: "Brian Lagrasse (blagrasse@northandoverma.gov)"<baagrasse@northan dove rma.gov>, Stephen Casey <scasey@northandoverma.gov>, "Toni Wolfenden (twolfenden@northandoverma.gov)" <twolfenden@northandoverma.gov> Revised plan submitted for this location has addressed all open items and a suggested plan approval letter is attached for your use. Any questions, do let me know. Dan j46 b� 0, Daniel Ottenheimer, PE President It V MILL RIVER CONSULTING C restive Sohaicn►s for Lid Development 6 Sargent Street Gloucester, MA 01930-2719 Phone: 978-282-0014 ext.802 www.miliriverconsulting.com Member: National Society of Professional Engineers, New England Water Environment Association, Yankee Onsite Wastewater Association, Massachusetts Environmental Health Association Approval Letter-0 Boxford Street(3-25-21).doc 398K