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Home My WebLink AboutCertificate of Compliance - 140 MARIAN DRIVE 4/4/2008 O0R'T O 'I't%-E 0 " �® 0 O � R.p coc.,u"nGwIGU 1 CWUS�� PUBLIC HEALTH DEPARTMENT Community Development Division As of: .,4pril4, 2008 9 its is to certify that the individuaCsu6surface disposa(system received a S./` TISTACrIOXY—T9VSTEMOX of the: Complete ,.Septic System Repairl ep(acement By: Dodd Bateson At 140 Warian Drive Map 107.C; Parcef52 9Vorth,4ndover, WA 01845 The Issuance of this certificate shaft not 6e construed as a guarantee that the system wiff function satisfactorily. ;�`nsan�'. Sawyer fudl'cWealth Director 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688,8476 Web www.town0northandoversom w PUBLIC HEALTH DEPARTMENT c)F NOW Community Development Division HENT 4 NEP AR I�M �Nll�»��. TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM—INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System( )constructed;(wepaired; By (Print Name) Located at:__ 140 "A" yi!cc 0 (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan,originally dated 0)_'2511 r0(11;11 and last revised on ,with a design flow of `T4 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:_ 7' ' ' Engineer Representative ignature) And—Print Name Final Construction Inspection Date: — Engineer Representative 4(Signature) _ W'---t' p) . And—Print Name Installer: ar (Signature) Date:, . r An —Print Name Engineer +� `� EGG/tf �I Gl �, tG(Signature) Date: d r�� 610Y _- �mw k +' And--Print Name 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web littp://www.townofnorthandover.com C8 cac acua"*a° Are P PUBLIC LT ,ART E T Community Development Division ON SITE T AT SYSTEM T U TI NOTES LOCATION INFORMATION ADDRESS: 140 Marian Drive MAP: 107 C LOT: 52 INSTALLER: Todd Bateson DESIGNER: Merrimack Engineering PLAN DATE:8-31-06 rev. 10-21-06 BOH APPROVAL DATE ON PLAN:10-30-06 INSPECTIONS TANK INSPECTION: DATE OF BED BOTTOM INSPECTION: '° ( -O DATE OF FINAL CONSTRUCTION INSPECTION: 7-31-07 DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS ® Existing 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 ® 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 ® Outlet tee (effluent filter) installed, centered under access port 16:00 Osgood Street,North Andover,Mossochusetts 01845 Phase 478.688.9540 Fox 978.688.8476 Web www.towoofnorthnndover.com ORTkka 8 SAC Nth PUBLIC ALT H DEPARTME Community Development Division ® 24" inch cover to within 6" of final grade installed over one access pork, must be over outlet of tank if effluent filter is present ® Hydraulic cement around inlet & outlet Comments: PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base ® Weep hole plugged ❑ Combo Tank installed. Size: ® 1000 gallon Pump Chamber installed H-10 loading Monolithic 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 ® 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: DISTRIBUTION-BOX ® 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: 1600 Osgood Street,North Andover,IMossochosetts 01845 Phone 978.688.9540 Fox 978.688.8476 Web www.townofnorthondover.coni '41 Is a ,SY 4aerus,`��.eeru "�. PUBLIC LT DEPARTMENT (ornmunity Development Division SOIL ABSORPTION SYSTEM (General) ❑ Bottom of SAS excavated down to 6 in into C soil layer, as provided on plan ® Size of SAS excavated as per plan ® Title 5 sand installed, if specified on plan ❑ 40 Mil HDPE barrier installed ❑ Retaining wall (boulder/ concrete /timber/ block) ❑ Final cover as per plan Comments: SOIL ABSORPTION SYSTEM (Gravel-leas Chambers) ® Brand and Model of Chamber Infiltrator Quick 4 ® Number of chambers per row 6 ® Number of rows (trenches) 5 ❑ Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan Comments: CONTROL PANEL ® Alarm & Pump are on separate circuits ® Alarm sounds when float is tripped ® Location of control panel: In laundry room in basement ❑ Rated for exterior if placed outside ® Alarm signal located inside Comments: 1600 Osgood Street,North Andover,M9ossochasetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.town0northandover.ma o TPf CF cae aiaaa woc.a H. PUBLIC HEALTH DEPARTMENT Community Development Division SYSTEM ELEVATIONS INVERT IN FIELD PLAN INVERT ELEV. Building Sewer OUT 93.29 93.3 Septic Tank IN 92.94 93.10 Septic Tank OUT 92.66 92.85 Pump Chamber IN 92.50 92.80 Pump Chamber OUT 92.24 Pressure Distribution Box IN 101.02 100.94 (calculated from D-Box out Distribution Box OUT 100.86 100.77 Lateral 1 INV 100.84 100.77 Lateral 2 INV 100.84 100.77 Lateral 3 INV 99.87 99.77 Lateral 4 INV 98.88 98.77 Lateral 5 INV 97.87 97.67 Lateral 6 INV 96.85 96.67 1600 Osgood Street,North Andover,Mossachusets 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthondover.ronn DelleChiaie, Pamela From: Sawyer, Susan Sent: Thursday, July 26, 2007 1:26 PM Try: Dan Ottenheimer (E-mail) Cc: DelleChiaie, Pamela ,Subject: RE; 140 Marian Also, he is planning on not crushing the old tank due to its location I guess. Anyway, I told him he has to break out the bottom at the very least and fill it with sand So it can't hold water. -----Original Message----- From: Sawyer, Susan Sent: Thursday,July 26,2007 1:15 PM To: Dan Ottenheimer(E-mail) Cc: DelleChiaie, Pamela Subject: 140 Marian FYI, did the bottom of bed today at 140 Marian and have the following comments The building sewer was not changed to come straight out of the back of the house to the tank, rather it has many bends. I did not object to this, but I did ask him to place a clean out at the 90 degree bend. Todd does not agree with this, but that is what we make everyone do. I just wanted to let you know it was requested. Thanks Susan 1