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Home My WebLink AboutSeptic - New - Correspondence - 115 OGUNQUIT ROAD 5/11/2022 NORTH ANDOVER Massachusetts Stephen Casey <scasey@northandoverma.gov> 115 Ogunquit 1 message Benjamin Osgood <bosgood@rangereng.com> Wed, Apr 27, 2022 at 10:54 AM To: Stephen Casey<scasey@northandoverma.gov> Cc: Innis Bob <robertinnis@yahoo.com>, David Innis <daveinnis@gmail.com> Stephen, Attached are the certification documents for 115 Ogunquit. Ben Benjamin C. Osgood, Jr., PE Senior Engineer 978-435-1324 Ranger Engineering Group,Inc. bosgood rangereng.com 13 Red Roof Lane,Suite 203,Salem, NH 03079 O:978-208-1762 C:978-435-1324 2 attachments 2022-04-28 As Built Plan 115 Ogunquit.pdf 191 K 2022-04-28 certification 115 Ogunquit, North Andover.pdf 715K NORTH ANDOVER Massachusetts Toni Wolfenden <twolfenden@northandoverma.gov> 115 Ogunquit Road final construction inspection 1 message Daniel Ottenheimer<dano@millriverconsulting.com> Wed, Oct 20, 2021 at 11:01 AM To: 'Brian Lagrasse(blagrasse@ north andoverma.gov)" <baagrasse@northandoverma.gov>, Stephen Casey <scasey@northandoverma.gov>, "Toni Wolfenden (twolfend en @north andoverma.gov)" <twolfenden@northandoverma.gov> Attached please find report of construction inspection at 115 Ogunquit Road. No issues were identified of concern. A few small items were discussed with site contractor which I am confident he will implement. Dan Daniel Ottenheimer, PE President V MILL RIVER CONSULTING Creative Solutinm for laud Development 6 Sargent Street Gloucester, MA 01930-2719 Phone: 978-282-0014 ext.802 www.millriverconsulting.com Construction Notes -115 Ogunquit Road.doc 378K NORTH ANDOVER Massachusetts Toni Wolfenden <twolfenden@northandoverma.gov> Revised plan review - 115 Ogunquit Road Lot 4 Daniel Ottenheimer<dano@millriverconsulting.com> Thu, Mar 25, 2021 at 4:20 PM To: 'Brian Lagrasse (blagrasse@ north andoverma.gov)"<baagrasse@northandoverma.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 Daniel Ottenheimer, PE President A., , L RIVER CONSULTING Ctrative Soltttitms for 1=d 1k-k-dopment 6 Sargent Street Gloucester, MA 01930-2719 Phone: 978-282-0014 ext.802 www.millriverconsulting.com Member: National Society of Professional Engineers, New England Water Environment Association, Yankee Onsite Wastewater Association, Massachusetts Environmental Health Association Approval Letter-115 Ogunquit Road, Lot 4(3-25-21).doc cj 398K The Morin-Cameron GROUP, INC. FZ� 0.� March 22, 2021 �� NP�vuN1EL N� Mr. Brian J. LaGrasse Director of Public Health 120 Main Street North Andover, MA 01845 Re: Subsurface Sewage Disposal System Plan — Lot 4 - 115 Ogunquit Road (Map 105A, Lot 1) Dear Brian: We are in receipt of your review of the septic design for the above referenced property dated March 12, 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 plan view (sheet 1 of 2) was revised to show a foundation drain with rip-rap outfall. 3. Note 17 was added to the General Notes (sheet 2 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%". 4. Note 17 was added to the General Notes (sheet 2 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%". 5. Note 4 was added to the Septic Tank Detail to show "ACCESS RISERS BROUGHT TO FINAL GRADE SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS" (sheet 2 of 2). 6. 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). 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. Note 3 was added to the Distribution Box Detail to show "DISTRIBUTION BOX SHALL BE LAID ON A LEVEL COMPACT BASE AND ALL OUTLIER INVERTS SHALL BE SET AT THE SAME ELEVATIONS" (sheet 2 of 2). 8. 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. 9. The leach bed detail shows "9" LOAM AND SEED (MIN.)" over the pea stone in the Typical Cross Section and Typical Longitudinal Section (Sheet 2 of 2). 10. A Sand Fill Specification was provided on sheet 2 of 2. 11. The perforated pipe shown on the leach bed detail has been revised to show "ORIFICE SIZES TO BE BETWEEN 3/8" - 5/8" (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. John M. Morin, PE Principal JMM/kmm Attachments cc: Peter Breen X:\Breen, Peter\684\Docs\Lot 4\Lot 4 BOH\Lot 4 Response Comments.dou