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Home My WebLink AboutCertificate of Compliance - 26 STANTON WAY 8/19/2014 o ° ® ��TLEbaJ�y • 1 t off; PUBLIC HEALTH DEPARTMENT Town of North Andover Community Development Division CERTIFICATE OF COMPLIANCE As o : 8/19/2014 This is to certify that the individual subsurface disposal system received a SATISFACTORY INSPECTION of the: Construction Complete Repair and On-Site By: Matthew Manning At: 26 Stanton W Map 61 Lot 123 North Andover, MA 01845 i I Th GIs �u �e of this�eei fr ate sh�ll not be construed as a guarantee that the system will function satisfactorily. Michele Grant Public Health Agent 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com i p,ORTH a I s'SACHUS£ f PUBLIC HEALTH DEPARTMENT Community Development Division TOWN OF NORTH ANDOVER Ir SIJPTIC DISPOSAL SYSTEM—INSTALLATION CERTIFICATION i, g p 0'1 The undersigned hereby certify that the Sewage Disposal System( )constructed;( )repaired, By: y (Print Name) Located at: 7-l-) d:TV (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan,originally dated and last revised on �� f 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. CIvIR 15.000,Title 5 and local regulations,and the final grading agrees substantially with the approved plan. All work i ccurately represented on the As-built which has been submitted to the Board of Health. Bottom of Bed Inspection Date: Engineer Repr ntative(Signature) And—Print Name Final Construction Inspection Date: Engineer Representative(Signature) And—Print Name Installer:, (Signature) Date: C ✓`� lj - And—Print Name Enginer:_ (Signature) Date: _ And—Print Name 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web http://www.townoftiorthandover.coni i i 1 1 • ' 1 ilylll��l JJ1Il��lll(� ,»,�� • f I North Andover Health Department Community Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES ADDRESS: 26 Stanton Way MAP: LOT: Lot 8 INSTALLER: Matthew Manning DESIGNER: Christiansen & Sergi Inc. PLAN DATE: 5/1/13 (revised 6/19/13) BOH APPROVAL DATE ON PLAN: 7/1/13 INSPECTIONS TANK INSPECTION: 7/15/14 DATE OF BED BOTTOM INSPECTION:7/20/14 DATE OF FINAL CONSTRUCTION INSP T N 7/31/14 DATE OF FINAL GRADE INSPECTION: ADDITIONAL INSPECTIONS or SOIL CO LE C I NS: Type: Date: Type: Date: Type: Date; SITE CONDITIONS ® 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 X Bottom of tank hole has 6" stone base ❑ Weep hole plugged ® 1500 gallon tank has been installed H-10 loading ® Monolithic tank construction X Water tightness of tank has been achieved by visual testing ❑ Inlet tee installed, centered under access port Outlet tee installed, centered under access port (gas baffle) ❑ inch cover to within 6" of finish grade installed over one access port Hydraulic cement around inlet & outlet Comments: MRC -Tank has rubber boots not hydraulic cement which is ok; Inlet tee not under tank opening, requested contractor to correct this. 8/19/14 observed baffle PUMP CHAMBER ❑ Bettern of tank hula has 6" stone base- E] Weep hele plugged LF-Z--]i 1500 gallon Purnp Chamber iRstalled LE H 10- loading MenelithiG tank Gc)nStFUGt'Gn Inlet fleze in-s tolled, Gentered under aGGess port Rurnp(s) installed on stable-base A 1:4 rM , .1a.... floa�Rg LM �rnn nn/Off floats working i �- r, LM A we arate floats wrl LM DrAw j ML nnvizr final grade installed ever purnp aGGess port. In Water tightR866 of tank has been aGhieved-by -testing Hyd—li- r--e.rnent. around inlet & eutle t c Gomrnents� CONTROLPAINIEL Alarm & Pump are on separate G*FG(AitS Alarm sounds when float is tFopped LOGation Gf Gen tFol panel: basernen ❑ Alarm signal IGGated 'nsode: basemeRt DISTRIBUTION-BOX Installed on stable stone base H-20 D-Box ❑ Inlet tee (if pumped or >0.08'/foot) Hydraulic cement around inlet & outlets Observed even distribution Speed levelers provided (not required) Schedule 40 PVC Pipe i l Comments: SOIL ABSORPTION SYSTEM (General) X Bottom of SAS excavated down to C soil layer, as provided on plan X Size of SAS excavated as per plan X Title 5 sand installed, if specified on plan ❑ 40 Mil HDPE 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: SOIL ABSORPTION SYSTEM (Gravel-less Chambers) ® Brand and Model of Chamber: Standard Quick 4 Infiltrator Chambers ® Number of chambers per row: 10 ® Number of rows (trenches): 2 Comments: Total Chambers = 20 FINAL GRADE X Loamed X Seeded X Cover per plan Comments: DOCUMENTS NEEDED X Certification of Installation Form submitted By engineer and signed and dated by Engineer and installer J X As-Built Plan BM = 133.38 HR = 8.62 HI = 142.00 SYSTEM ELEVATIONS ROD AS-BLT INVERT DESIGN INVERT ELEVATION ELEV ELEV Benchmark Building Sewer OUT 3.80 137.87 137.68 Septic Tank IN 4.07 137.60 137.48 Septic Tank OUT 4.34 137.33 137.23 Pump Chamber IN Pump Chamber OUT Distribution Box IN 4.62 137.05 137.03 Distribution Box OUT 4.78 136.89 136.86 Lateral 1 TOP Lateral 1 INVERT 4.89 136.78 136.76 Lateral 2 TOP 4.89 137.11 137.13 Lateral 2 INVERT 4.90 136.77 136.76 Lateral 3 TOP 4.89 137.10 137.13 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/Chamberl 6.25 135.75 MRC-Benchmark was a stake located in vegetated area between lots 16-7 & 16-8. Lateral 1 for purposes of chart above is located closest to dwelling SKETCH PLAN 1 I i 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 i i i i n vy i,�H py .� 1�- rM YA 4 F r phi 'w1N 4?, aryy .a � s M � c l u' ............ 1 f s T . �, 17�AVA Q C o C k/ 11 ! i I w r ,y P r' r r ri r r/irr / r qv o-Tr T N b pow A i"i[',iL,.. Vi (-r-" Wit '"r( t Aul 1 1 G „ �o i it t i y' � ' iii✓ T W q I r f l I, a M / � r i /f� fill ir/ i 5 N / f r '�� ✓ll��%� � wig" ,. 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