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Home My WebLink AboutCertificate of Compliance - 855 WINTER STREET 11/12/2010 e i � F 3 � ,1 7 „ ,7 + , y r " za .a� �.x '�i,yra' r '' '°`x �� .,.z�r,` �"� .J�rT9�� J ,� � �'"� � 'firms� � � ✓ '� t 3 s. � a�V'' �'A - ,� r� .. 4'� r r w :y c "t ,Bc"f• .f"*,�� ,��t 1 ��..� 1, a,�'�', -�,= ,� '.�`.,� � �T.� '* , z=:s 4 :1-:. .3� 'ai=a�t rye" "� +„ a z,:. rs � ,�' Yq �,r r '- r•s�',.{�5� r l�,L�'^ {;-. r�' ,s�`��. •`,'� +r a =ys+ v .�� . �-x„�� '. �� r 'd"•,d a �,� � � t .�a� : �n a ;xay,��s�' �' - a is a6- f, P ✓yak .� x a�,r rv' to�1 ape. „ ,x;' �� r`�"" r � ✓ ,1� .'"h ',�"'' r � a# �,.x � ,� P�„y �1 > raw,a '„� �;t z / r rn» � 2, r" } k' d tf rR VIA 3: � �. 11 —11 11-111111—.,-"""' I,, 4:Ft0HTM9,� " ° rf " /(M " * " r �01 .S TOW14 Of'NORTH ANDOVER µ 111wk�1».TH DE AR fCV1Effr reuuu PUBLIC HEALTH DEPARTMENT (ommmity Development Division TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM—INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System( constructed;O repaired; -T.' „—,, B (Print Name) Located at: (Installation Address) Was installed in conformance with the North Andover Board ofHealth approved plan,originally dated _t --�--f ` ------ -------and last revised on cr ( 9 with a design flow of - 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. Bottom of Bed Inspection Date: �Te)Ga, rr,l Engineer Representative(Signature) And Print Name �� Final Construction Inspection Date: ` Jr ✓tom " ,r Engineer R resentative(Signature) And Print am Isttell, Si rarkure Date:' rra� � ( gr ) w� And-Print Name Engin ture) Date: — /a IB And--Print Name 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web ht tp://www.townofnortliandover.com AS-BUILT CHE LOT NUMBER, STREET NAME ASSESSORS MAP & PARCEL NUMBER ,.. ' . LOT LINES & LOCATION OF DWELLINGS LOCATIONS & DIMENSIONS OF SYSTEM, INCLUDING RESERVE TIES TO LOT LINES &DWELLING, WELLS a 7 °,TROY SEPTIC T b. FROM LEACH AREA LOCATIONS OF DEEP HOLES &PERC TESTS ELEVATIONS OF DISPOSAL SYSTEM TOP OF'FDN ELEVATION LOCATIONS OF WELLS, DRAINS, WATERCOURSES WITHIN 150' OF SYSTEM w, LOCATION OF WATER, GAS, ELECTRIC LINES, CABLE pv-, DISTANCES FROM CORNERS OF HOUSE TO CENTER OF TANK&D-BOX ORIGINAL STAMP & SIGNATURE IMPERVIOUS AREAS -DRIVEWAYS, ETC. NORTH ARROW , LOCATION &ELEVATIONS OF BENCHMARK USED lleChi ie, Pamela From: Sawyer, Susan Seat: Tuesday, October 05, 2010 8:40 AM To: DelleChiaie, Pamela; Grant, Michele Subject: 855 Winter Needs tank inspection 855 Winter Told John one or both of us could go out before the 11 AM insp. Stwaa S { 9 ub&Weaft`17vxc&c ,GUU C969aad Stud ✓3 4 20,unit 2-36 ,Nadh Cbukw",✓eta 01845 a#ice 978 688-954e faux 978 6884476 All email messages and attached content sent from and to this email account are public records unless qualified as an exemption under the [ t11p_L/Jwww.sec.state.ma.us p re Pre 4 hurt ]Massachusetts Public Records Law, PIE:ZIS a WtE tl'W1 Masgich4,setts Secret"my of State's off ce,has detel'ohled Q'I'ICA 1110 M 4,loailS to kll'ld Iroln rY'14.nic'lpal offices and offi Jals are public,iecY7 ds, A-or IYgore itiforrrraation fale,,ne refer to:httD://www.sec,state.ma.Us/te• Please consider the environrnenit before lr inting mis r-;maail. 1 elleChiaie, Pamela From: Randy Burley[rburley @millriverconsulting.cam] Sent: Monday, October 18, 2010 8:53 AM To: 'Daniel Ottenheimer'; Grant, Michele; 'Isaac Rowe'; 'Marianne Peters; DelleChiaie, Pamela; Sawyer, Susan Subject: Construction Inspection 855 Winter St Attachments: Construction Inspection Form 855 Winter St.doc Attached is the report from the final inspection I performed with John Soucy last Friday. The system was installed per plan with the floats modified as you indicated. My only comment to John was a suggestion to caulk the electrical conduit leaving the pump chamber. The vent back to the pc from the d box may allow sewer gas to pass back through the electrical conduit and cause odor issues. Randy Burley Project Manager Mill River Consttltirg?, 6 Sargent Street Gloucester, MA 01930 Ph 978-282-0014 Fx 978-282-1318 www.nrillrivercorr�g�ltil r� .cg1n rb irle fit)ti-illriverc:,onsLrlw tt x.coni Please:note the Vl assarhuseft&ecre;tary of State's office has determined that most cernails to and from municipal offices and officials ato public.records.For more information falease refer to:http__!www.sec.state.n7a.us/ re%reidxijltrn. Fleas o consider the environment before parenting this email. 1 0 161 ° °n PUBLIC HEALTH DEPARTMENT Community Development Division ONSITE WASTEWATER Y T TI NOTES LOCATION INFORMATION ADDRESS: 855 Winter St MAP: 104 B LOT: 41 INSTALLER: John Soucy DESIGNER: Clayton Morin, Engineering and Survey Services Inc. PLAN DATE: July 7, 2010, rev. August 12, 2010 BOH APPROVAL DATE ON PLAN: August 13, 2010 INSPECTIONS TANK INSPECTION: l msl lb DATE OF BED BOTTOM INSPECTION:100 110 DATE OF FINAL CONSTRUCTION INSPECTION: October 15, 2010 DATE OF FINAL GRADE INSPECTION: SITE CONDITION ® Contractor reports any changes to design plan ® Existing septic tank properly abandoned ® Internal plumbing all to one building sewer ® Topography not appreciably altered Comments: SEPTIC TANK ® Building sewer in continuous grade, on compacted firm base ® Cleanouts per plan Bottom of tank hole has 6" stone base Weep hole plugged ® 1500 gallon tank has been installed H-10 loading ® Monolithic tank construction ❑ Water tightness of tank has been achieved by 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fox 978.688.8476 Web www.town0northondover.com Inspection Form June 2008 OR 11 's o� SACHU PUBLIC HEALTH DEPARTMENT (ommunity Development Division testing ® Inlet tee installed, centered under access port ® Outlet tee installed, centered under access port (gas baffle/effluent filter) ❑ inch cover to within 6" of final grade installed over one access pork ® Hydraulic cement around inlet & outlet Comments: PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base ® Weep hole plugged ® 1000 gallon Pump Chamber installed ® H-10 loading ® Monolithic tank construction ® Inlet tee installed, centered under access port ® Pump(s) installed on stable base ® Alarm float working ® Pump On/Off floats working ® Separate on/off floats ® Drain hole in pressure line ❑ cover at final grade installed over pump access port ❑ Water tightness of tank has been achieved by testing ® Hydraulic cement around inlet & outlet Comments: CONT OL PAN L ® Alarm & Pump are on separate circuits ® Alarm sounds when float is tripped ® Location of control panel: garage, house on slab ® Alarm signal located inside: garage Comments: 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www,townofnorthaiidover.com Inspection Form June 2008 ORTH Ot "8"' CI GdCMiC rxk wp[w �' C Fttt PUBLIC HEALTH DEPARTMENT Community Development Division DISTRIBUTION-BOX ® Installed on stable stone base ® H-20 ®-Box ® Inlet tee (if pumped or >0.08'/foot) ® Hydraulic cement around inlet & outlets ® Observed even distribution ❑ Speed levelers provided (not required) Comments: SOIL ABSORPTION SYSTEM (General) ® Bottom of SAS excavated down to C soil layer, as provided on plan ® Size of SAS excavated as per plan ® Title 5 sand installed, if specified on plan ® 40 Mil HOPE barrier installed ® Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan ❑ Retaining wall (boulder/ concrete /timber/ block) ❑ Final cover as per plan Comments: OIL ABSORPTION SYSTEM (Gravel-less Chambers) ® Brand and Model of Chamber: Standard Quick 4 Infiltrator Chambers ® Number of chambers per row: 8 ® Number of rows (trenches): 4 Comments: Total Chambers = 32 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnortliandover.com Inspection Form June 2008 61 of� G4X¢oHf Kl iwacw�' '? r, '^f SAC t�tJ PUBLIC HEALTH DEPARTMENT Community Development Division SYSTEM ELEVATIONS AS-BLT INVERT ELEV DESIGN INVERT ELEV Building Sewer OUT 79.36 13' from ST Septic Tank IN 79.09 78.50 Septic Tank OUT 78.82 78.25 Pump Chamber IN 78.80 78.20 Pump Chamber OUT 78.61 77.95 Distribution Box IN 79.95 79.94 Distribution Box OUT 79.78 79.77 Chamber 1 TOP 80.02 80.00 Lateral 1 INVERT 79.69 79.67 Chamber 2 TOP 80.02 80.00 Lateral 2 INVERT 79.69 79.67 Chamber 3 TOP 80.02 80.00 Lateral 3 INVERT 79.69 79.67 Chamber 4 TOP 80.02 80.00 Lateral 4 INVERT 79.69 79.67 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.6889540 Fox 978.688.8476 Web www.towiiofiiorthondovei,.com Inspedion Form June 2008 Vk0RT#j 1-(1,10 a6 S US s PUBLIC HEALTH DEPARTMENT (ommunity Development Division CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback Tarok SAS Sewer ® Property line 1.0 10 -- ® Cellar wall 10 20 -- ® Inground pool 10 20 -- ® Slab foundation 10 10 ® Deck, on footings, etc 5 10 -- ® Waterline 10 10 101 ® Private drinking well 75 1002 50 ® Irrigation well 75 100 ® Surface Water 25 50 ® Bordering Vegetated Wetland , Salt Marsh, Inland/Coastal Bank3 75 100 ® Wetlands bordering surface water supply or trib. (in Watershed) 150 150 ® Trib. to surface water supply 325 325 ® Public well 400 400 ® Interim Wellhead Prot. Area ® Reservoirs 400 400 • Drains (wat. supply/trib.) 50 100 • Drains (intercept g.w.) 25 50 • Drains (Other)Foundation 10(5) 20(10) • Drywells 20 25 1 Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance(NA 5.02). 3 As defined in 310 CMR 10.55, 10.32, 10.54,and 10.30,respectively,pursuant to 15.211(3), also by NA wetland bylaws 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townolnortha over.com Inspection Form June 2008 V,QRT,N Q RZ�EV i6E64 Q y o" r D [O[M LKtwKp y1' SAC H135��,�5 PUBLIC HEALTH DEPARTMENT Community Development Division BM = HR = HI = SYSTEM ELEVATIONS ROD ELEVATION AS-BLT INVERT ELEV DESIGN INVERT ELEV Benchmark Building Sewer OUT Septic Tank IN Septic Tank OUT Pump Chamber IN Pump Chamber OUT Distribution Box IN Distribution Box OUT Lateral 1 TOP Lateral 1 INVERT Lateral 2 TOP Lateral 2 INVERT . Lateral 3 TOP Lateral 3 INVERT Lateral 4 TOP Lateral 4 INVERT Lateral 5 TOP Lateral 5 INVERT Lateral 6 TOP Lateral 6 INVERT Top of Chamber Bottom of Bed/Chamber 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fox 978.688.8476 Web www.townofnorthandover.com Inspedion Form June 2008 %AORT01 ®�p� 'I.E0 "'Y•Y- O t^ V bh O cocMrc HlwrcN V^ 7 re re 1%Ay ��SSgC wus� PUBLIC HEALTH DEPARTMENT Community Development Division SKETCH PLAN 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com Inspection Form June 2008 %aow,Fl �g 4 O Q O COOL K, y7' ��A�RATED hPp` �� SSq C t"OU 5�� PUBLIC HEALTH DEPARTMENT (ommunity Development Division CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback Tank SAS Sewer ® Property line 10 10 -- ® Cellar wall 10 20 -- ® Inground pool 10 20 -- ® Slab foundation 10 10 -- ® Deck, on footings, etc 5 10 -- ® Waterline 10 10 101 ® Private drinking well 75 1002 50 ® Irrigation well 75 100 ® Surface Water 25 50 ® Bordering Vegetated Wetland , Salt Marsh, Inland/Coastal Bank3 75 100 ® Wetlands bordering surface water supply or trib. (in Watershed) 150 150 ® Trib.to surface water supply 325 325 ® Public well 400 400 ® Interim Wellhead Prot.Area ® Reservoirs 400 400 ® Drains (wat. supply/trib.) 50 100 ® Drains (intercept g.w.) 25 50 ® Drains(Other)Foundation 10(5) 20(10) ® Drywells 20 25 1 Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance(NA 5.02). 3 As defined in 310 CMR 10.55, 10.32, 10.54,and 10.30,respectively,pursuant to 15.211(3),also by NA wetland bylaws 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.lowndnorthandover.com Inspection Form June 2008