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HomeMy WebLinkAboutCertificate of Compliance - 45 BRIDGES LANE 6/23/2005 Town of North Andover ®t"owrro 4ao " Office of the Health Department Community Development and Services Division 400 OSGOOD STREET ��"°+A<�x� • �",q North Andover,Massachusetts 01845 ssgowuse� Susan Y. Sawyer,REHS/RS 978.688.9540-Phone Public Health Director 978.688.8476-Fax %fW9WTI"qT OT (7091ITLIAN-CE As of: ,dune 23, 2005 This is to certify that the individuafsu6surface disposal system Constructed(-� or Repaired— by by James Tellett at 45 fridges ,Gana Worth Andover, W,4 01845 has been installed in accordance with the provisions of Title V of the State Sanitary Code and with the Worth Andover(Board of Yfealth regulations. The Issuance of this certificate shalt not be construed as a guarantee that the system will function satisfactorily. .�r S4 7 Sawyer (Pu6lic Y-fealth(Director BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System ( ) constructed; (K)repaired; by t VA Kell e++ zk Ke I It C aV,'. � located at 14 Jr &' r a e-s Lave e. was installed in conformance with the North Mdover Board of Health approved plan, System Design Permit.# ,plan dated J® �6 0-( Rev,. 11,1004-,oS, with a design flow of qYO gallons per day. The materials used were in conformance with those specified on the approved plan; the system was installed in accordance with the provisions of 310 CMR 15.000, Title 5 and local regulations, and the final grading agrees substantially with the approved plan. All work is accurately represented on the As-built which has been submitted to the Board of Health. Bed inspection date: 3' 7 DS SF Ti - Engineer Representative Final inspection date: S//;/,57 Engineer Representative Installer: Lic.#: Date: 4�: ,A OF Engineer: Date: ell 03 9©,JR. CIVIL N®.45691 GISI POW-- �.,. ........ .....��..........- ... ............................- ..w .. —. ..w-----.� ...�,...� NEW ENGLAND ENGINEERING SERVK ES � ... W... ..�-. .�.....-..W .. ........ .......................... June f4, 2005 Susan Sawyer North Andover Board of Health 400 Osgood Street. North Andover, MA 01845 Re: 45 Bridges Lane, North Andover, NIA Septic System As-Built:Plan Submittal Dear Ms. Sawyer, The following Septic As-Built plans for the above referenced property are being submitted for approval. Enclosed are the following: 1. (3) Copies of the Septic System As-Built flan. 2. Coley of Designer's/Installer's Certification Form. This as built plan is being submitted and certified as being built per the plans with the exception of the location of the leach field. The leach Feld was shifted by the contractor to a location. which places the edge of the leach field at the property line in lieu of the six foot offset (which was approved by the Town). It is the opinion of this office that an additional approval may be warranted. Please contact this office with any questions or concerns. Sincerely, r Benjamin C. Osgood, Jr., P.E. President cc: Homeowner ..... v.............w ...wo � A 01845 (9-78)686­1768 e88>3594645 FaX( 78)6es-1© 9 TOWN OF NORT14 ANDOVER (Mee of COMMUNITY DEVELOPMENTAND SERVICES HEALTH DEPARTMENT 400 OSGOOD STREL"T NORT'11 ANDOVER, MASSACHUSETT'S 01845 Susan Y. Sawyer, Rl-.,.f IS/RS 78.688 95407 Phone Public Health 1)irector 978M8�9542- FAX ADDRESS: 45 Bridges Lane MAP:104 LOT: 120 INSTALLER: James Kellett DESIGNER: Benjamin Osgood PLAN DATE: 1/26/2005 BOH APPROVAL DATE ON PLAN: 2/14/2005 DATE OF BED BOTTOM INSPECTION:5/4/2005 DATE OF FINAL CONSTRUCTION INSPECTION- DATE OF FINAL GRADE INSPECTION: e, SITE CONDITIONS ZExisting septic tank properly abandoned ❑Internal plumbing all to one building sewer ❑Topography not appreciably altered Comments: SEPTIC TANK ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged F-1 1500 gallon tank has been installed H-10 loading Monolithic construction ❑ Watertightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) ❑ Inlet tee installed, centered under access port F-1 Outlet tee (gas baffle or effluent filter) installed, centered under access port ❑ 24" inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present ❑ Hydraulic cement around inlet & outlet Comments: Page 1 of 5 TOWN OF NORTH ANDOVER "Tol 'RVICES Office of COMMUNITY DEVELOPMENTAND SE [1EALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER, AS AC 01845 0001 Susan Y. Sawyer, REJ-1S/RS 978.688.9540 - Phone Flubhe I lealth Director 97808�9542 . FAX PUMP CHAMBER Bottom of tank hole has 6" stone base ❑❑ Weep hole plugged ❑ 1000 gallon Pump Chamber installed H-10 loading Monolithic construction) ❑ Inlet tee installed, centered under access port F-] Pump(s) installed on stable base F-1 Alarm float working F-1 Pump On/Off float working ❑ Drain hole in pressure line ❑ 24" inch cover to within 6" of final grade installed over pump access port ❑ Water tightness of tank has been achieved Visual testing ❑ Hydraulic cement around inlet & outlet Comments: ADVANCED TREATMENT TECHNOLOGY ❑ Type of treatment ❑ Installed per manufacturers requirements ❑ All components working in accordance with manufacturer's requirements Comments: Fast-brand treatment unit D- OX Installed on stable stone base ❑❑ Inlet tee (if pumped or >0.08'/foot) ❑ Hydraulic cement around inlet & outlets ❑ Observed even distribution ❑ Speed levelers provided (not required) Comments: Page 2 of 5 OR s.f TOWN OF NORTH ANDOVER Oq Office of COMMUNITY DEVELOPMEN'r AND SERVICES 14EAL,rH DEPARTMEW 400 OSGOOD STRE'ET ri NOR,rl-1 ANDOVER, MASSACHUSETTS 01845 Susan Y. Sawyer, REHYRS 978,688.9540 Phone Public Health Director 978.688,9542 FAX SOIL ABSORPTION SYSTEM Z Bottom of SAS excavated down to C soil layer, as provided on plan Z Size of SAS excavated as per plan F_j Title 5 sand installed, if specified on plan ❑ 3/4-1 Y2" double washed stone installed F-1 1/8-1/2" (peastone) double washed stone installed F-1 laterals installed and ends connected to header (and vented if impervious material above) ❑ Orifices @ 5 & 7 o'clock positions F-1 Gravelless disposal systems: type, number and location as per plan ❑ Elevations of laterals installed as on approved plan F-1 40 Mil HDPE barrier installed ❑ Retaining wall (boulder / concrete /timber/ block) ❑ Final cover as per plan Comments: Second bed-bottom inspection required on May 5, 2005 as correct dimensions and depth not provided on first inspection on May 4, 2005. PRESSURE DISTRIBUTION F-1 -- inch manifold ❑ laterals installed with end sweeps size: material: F-1 Squirt test ft in height ❑ Equal distribution to all laterals ❑ orifice size inch as per plan Comments: Page 3 of 5 T'OWN OF NORTH ANDOVER oeovro—ji—pq- i's Office of COMMUNITY DEVEI.,OPMENTAND SERVI(',' HEALTH RT MENT 400 OSGOOD STRf"El' NORTH ANDOVER, NIASSACHUSETTS 01845 ci Susan Y. Sawyer, REI-IS/RS 978.688.9540 Phone Public Health Director 978.688.9542 - FAX CONTROLIPAINIEL r-I Alarm & Pump are on separate circuits F-I Alarm sounds when float is tripped F-I Location of control panel: F-I Rated for exterior if placed outside Comments: Page 4 of 5 TOWN OF NORTH ANDOVER OORTft Office of COMMUNITY DEVELOPMENT AND SERVICES IIEAL,,,rH DEPARI'MEN'14 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845 's cross Susan Y. Sawyer,RE14S/RS 97&688,9540- Phone Public Health Director 978.6W9542 FAX SYSTEM ELEVATIONS Benchmark: Rod at Benchmark: Height of Instrument: INVERT ON DESIGN PLAN INVERT ELEVATION Building Sewer OUT Septic Tank IN Septic Tank OUT Pump Chamber IN Pump Chamber OUT Distribution Box IN Distribution Box OUT Manifold Lateral 1 HIGH Lateral 1 LOW Lateral 2 HIGH Lateral 2 LOW Lateral 3 HIGH Lateral 3 LOW Lateral 4 HIGH Lateral 4 LOW Lateral 5 HIGH Lateral 5 LOW Page 5 of 5 Page I of I Dellechiaie, Pamela From: Dan Ottenheimer[info@millriverconsulting.com] Sent: Thursday, May 12, 2005 11:30 AM To: amcbrearty@millriverconsulting.com; Lisa Kozel LeVasseur; 'Pamela Dellechiaie'; Susan Sawyer Subject: 45 Bridges Lane Bed bottom inspection for 45 Bridges Lane attached. Kellett did not have the correct size of the leach area excavated, nor did he properly clean up the bottom of the former tank holes, so we had to go back out the next day. We were not scheduled already to be in Town that day so I am unfortunately going to have to invoice the Town for the second inspection. You may wish to pass that cost along to Kellett as his lack of proper excavation is what caused us to have to go back out. Dan Daniel Ottenheimer, President Mill River Consulting, Inc. Septic System Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 NN,ww.mi I I rive rconsuItirzg.com dano( millrivereonsulting.corn 5/12/2005