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Home My WebLink About- Correspondence - 37 WELLINGTON WAY 1/11/2017 4� North Andover Health Department (ommunity and Economic Development Division January 11, 2017 I Messina Development Corp 277 Washington Street Groveland,MA 01834 Re: Subsurface Sewage Disposal System Plan for 37 Wellington Way—Lot 6 (Map 105C,Lot 88) j i To Whom It May Concern: The proposed wastewater system design plan for the above site dated January 8, 2016 with a final revision date of December 22,2016 and received on December 29,2016 has been approved. I 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 a gravity leach field system. This design plan approval is valid until January 11, 2020. 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. Prior to the issuance of the Disposal Works Construction 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 Construction Permit, the applicant must j submit the floor plans of the proposed dwelling showing no greater than 4 bedrooms or a total of 9 rooms. 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 37 Wellington Way—Lot 6 January 11, 2017 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(310 CMR 15.020(1)). 4. 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. Sincerely, h - Brian J. LaGrasse, CEHT Director of Public Health 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 North Andover Health Department Community and Economic Development Division 1 July 6, 2016 J 1 f G� /ei�/� r. IV Messina Development Corp 277 Washington Street / D+If Groveland, MA 01834 Re: Subsurface Sewage Disposal System Plan for 3 ellington Way—Lot 6 (Map 105C,Lot 88) To Whom It May Concern: The proposed wastewater system design pl for the above site dated January 8, 2016 with a final revision date of June 23, 2016 and r eived on June 23, 2016 has been approved. The design has been approved for use 'n the construction of a new on-site septic system for a 4- bedroom(max 9-room) home utilizi g a gravity leach field system. This design plan approval is valid until July 6, 2019. During this time, a licensed sep c system installer must obtain a permit and complete this work, and a Certificate of Complian be endorsed by the installer, designer and the Town of North Andover. This approval is also subj ct to the following conditions: 1. Prior to the 'ssuance of the Disposal Works Construction Permit,the applicant must submit a f dation as-built at the same scale as the approved plan 2. Prior t the issuance of the Disposal Works Construction Permit,the applicant must sub t the floor plans of the proposed dwelling showing no greater than 4 bedrooms or total of 9 rooms. 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 �6 37 Wellington Way—Lot 6 July 6, 2016 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(310 CMR 15.020(1)). 4. 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. Sincere , rian J. LaGrasse, CEHT Director of Public Health 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 ry �N �, 0 � I 9N iy,,n" CHRISTIANSEN & SERGI, INC PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 SUMMER STREET,HAVERHILL,MA 01830 CS1 tel:978-373-0310 mmcsi-engr.com fax 978-372-3960 RECEIVE® Michelle Grant, Health Inspector May 23, 2016 MAY Z 4 20,16a North Andover Board of health TOWN OF NORTH ANDOVER 1600 Osgood St, Suite 2035 HEALTH DEPARTMENT North Andover, MA 01845 RE: (Lot 6) 37 Wellington Way i Dear Ms. Grant: In response to your letter of April 15, with Comments on the Septic System Design, I offer the following: 1. The foundation drain location and elevation are not shown on the design plan(NA 3.2) t foundation drain has been added 2. An inspection port was not shown on the design plan(310 CMR 15.240(13)) :4n inspection pout has been ridded 3. The existing topography should be clearly labeled in the area adjacent to the leach trenches The existing topography has been added 4. The breakout elevation is not met on the northeast side of the leach trenches (310 CMR 15.255(2)). -—The contours have been acjzisted for breakout 5. The manufacturer for the septic tank is not indicated on the design plan(NA 3.2) The inantifacturer of the septic tank has been added 6. The scales bar for the profiles are not indicated on the design plan. Scales have been added to the profile and cross-section 7. The test pits should be graphically depicted to show the correct orientation as excavated. Test pits have been oriented 8. The LATR is incorrect based on the field book notes of the Board of Health representative. The LTAR for a class I soil can be used which will make the proposed leach tranches smaller. The system has been reduced in sire as suggested and the system elevation is 7naintained at 5,feet above the water table because one of the pert tests was 2 ininlinch. I hope this answers all of your concerns. If you have any additional questions, please do not hesitate to call me. ._ Sincerely _ iii _G._Ghristiansen,-PE PROFESSIONAL ENGINEERS AND LA INC SURVEYORS 160 SUMMER STREET,HAVERHILL,MA 01830 tel:978-373-0310 www.csi-engr.com fax 978-372-3960 May 23, 2016 Michelle Grant, Health Inspector , North Andover Board of health RECEIVE® 1600 Osgood St, Suite 2035 North Andover, MA 01845 MAY 2 4 2016 RE: (Lot 6) 37 Wellington Way TOWN OF NORTH ANDOVER HEALTH DEPARTMENT Dear Ms. Grant: In response to your letter of April 15, with Comments on the Septic System Design, I offer the following: l. The foundation drain location and elevation are not shown on the design plan(NA 3.2) A fbatndation drain has been Gadded 2. An inspection port was not shown on the design plan(3.10 CMR 15.240(13)) tin hispection port has been ackled 3. The existing topography should be clearly labeled in the area adjacent to the leach trenches The existing topography has been added 4. The breakout elevation is not met on the northeast side of the leach trenches (310 CMR 15.255(2)). The contours have been aci listed for breakout 5. The manufacturer for the septic tank is not indicated on the design plan(NA 3.2) The ntanitfcacturer of the septic tank has been ridded 6. The scales bar for the profiles are not indicated on the design plan. Scales have been added to the prgfile and cross-section 7. The test pits should be graphically depicted to show the correct orientation as excavated. .Test pits have been oriented 8. The LATR is incorrect based on the field book notes of the Board of Health representative. The LTAR for a class I soil can be used which will make the proposed leach tranches smaller. The system has been redticed in size as suggested and the system elevation is inainta'ined at 5feet above the grater table because one of'the pere tests }+'Las 2 inin/inch. I hope this answers all of your concerns. If you have any additional questions, please do not hesitate to call me. Sincerely G._Christiansen, PE North Andover Health Department Community and Economic Development Division April 15, 2016 Philip Christiansen, P.E. Christiansen and Sergi, Inc. 160 Summer Street Haverhill, MA 01830 Re: (Lot 6)37 Wellington Way(Map 105C, Lot 22) Dear Mr. Christiansen, The proposed wastewater system design plan for the above site dated January 8, 2016 and received on April 13, 2016 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 where applicable. 1. The foundation drain location and elevation are not shown on the design plan(NA 3.2).� 2. An inspection port was not shown on the design plan(310 CMR 15.240(13)). 3. The existing topography should be clearly labeled in the area adjacent to the leach trenches. 4. The breakout elevation is not met on the northeast side of the leach trenches (310 CMR'' 15.255(2)). 5. The manufacturer for the septic tank is not indicated on the design plan (NA 3.2). 6. The scales bars for the profiles are not indicated on the design plan. 7. The test pits should be graphically depicted to show the correct orientation as excavated. 8. The LTAR is incorrect based on the field book notes of the Board of Health representative (see attached). The LTAR for a class I soil can be used which will make the proposed leach trenches smaller. Pagel 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. c ly, Michele Grant Health Inspector cc: Messina Development Company 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