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Home My WebLink AboutCertificate of Compliance - 984 TURNPIKE STREET 5/15/2004 1 ic oi th(m i � :ltii e �Services 27 ( Iiark,s Street ,w I ��PDXffi Andov 1 t%8i""'bagdGwOofts 01845 w kh Susan Y. a.)r.:wyer, q .��.N�� CN�1C1P"q'" TOWN OF NORTH ANDOVER BOARD OF HEALTH CERTIFICATE OF COMPLIANCE DATE OF COMPLIANCE May 15, 2004 This is to certify that the individual subsurface disposal system constructed ( ) or repaired (X) by John Soucy at 984 Turnpike Street North Andover, MA 01845 has been installed in accordance with the provisions of Title V of the State Sanitary Code and with the North Andover Board of Health regulations. The Issuance of this certificate shall not be construed as a guarantee that the system will function satisfactorily. Susan Y. Sawyer,REHS/RS Public Health Director BOARD(*fAV'9T 0 �d 088.95^8 G BUH 9)N16 688-95(p5 CONron?RAl,h'p tl` N 698 95 10 111, A I 1088,1),",40 PI ANNU N(u 6'M-9535 May 1.4, 2004 Susan Sawyer North Andover Board of Health 27 Charles Street North Andover, MA 01845 Re: 984 Turnpike Street,North Andover, Septic System As-Built Dear Susan: New England Engineering is submitting a septic system as-built for the above referenced property. We have also included the system installation certification. Enclosed are three (3) copies of the as-built plan and one copy of the installation certification. If you have any comments or questions please do not hesitate to contact this office. Since ly, Thomas Hector New England Engineering Services, Inc. 60 BEECI Iwt."JC; D DRIVE-NORTH ANDOVER, MA 01845-(978)686..1768-(868)359-7645• FAX(178)685-1099 TOWN'OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM INSTALLATION CERTII+ICATION The undersigned hereby certify that the Sewage Disposal System ( )'constructed; (,q) repaired; by 6 located . at E was installed in conformance with the North Andover Board of Health approved plan, System.Design Permit# ,plan dated , 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 S 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: 5''' l 1 Engineer Representative Final inspection date: 3-11,3& Engineer Represents iv , Installer: � '�� o ��a�z",,M" Lic.#: Date: �i (,r /�(q/ � acct �� ..✓ ! Engineer "' Date: TANGA[4) = faro 13021 itA MILL RIVER CONSULTING Septic System Management Services TOWN OF NORTH ANDOVER SEPTIC SYSTEM CONSTRUCTION NOTES ADDRESS: 964 Turnpike St MAP:107C LOT: 6 INSTALLER: John Soucy DESIGNER: NEES PLAN DATE:3/15/2004 BOH APPROVAL DATE ON PLAN: DATE OF BED BOTTOM INSPECTION:5/6/2004 DATE OF FINAL CONSTRUCTION INSPECTION: DATE OF FINAL GRADE INSPECTION: ELECT SYSTEM TYPE Pressure Distribution COMPONENT SUMMARY FROM PLAN GALLON TANK ® 1500 LOADING OF SEPTIC TANK = H10 GALLON PUMP CHAMBER ® 1000 LOADING OF PUMP CHAMBER ® 1410 TYPE OF SAS ® Infiltrator Field DIMENSIONS AND DETAILS OF SAS: 25' x 22.83' SITE CONDITIONS Date & Initials Inspections ❑Existing septic tank properly abandoned ❑Internal plumbing all to one building sewer ❑Topography not appreciably altered Comments: 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1. 800.377.3044 978.282. 0014 f fa f o(m f l l K i it ,r(",()xi,ri)1.t Page 1 of 5 Septic System Management, Services SEPTIC TANK ® Bottom of tank hole has 6" stone base ❑ Weep hole plugged ❑ 1500 gallon tank has been installed FI-10 loading 2-Piece construction ❑ Water tightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) ❑ Inlet tee installed, over access port ❑ Outlet tee (gas baffle or effluent filter) installed, over access port ❑ 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: Installer reported that tank on bed of stone, did not observe first-hand but saw excess stone on-site. PUMP CHAMBER ® Bottom of tank hole has 6" stone base ❑ Weep hole plugged ❑ 1000 gallon Pump Chamber installed H-10 loading 2-Piece construction) ❑ Inlet tee installed, over access port ❑ Pump(s) installed on stable base ❑ ,Alarm float working ❑ Pump On/Off float working ❑ Drain hole in pressure line ❑ inch cover to within 6" of final grade installed over one access port ❑ Water tightness of tank has been achieved Visual testing ❑ Hydraulic cement around inlet & outlet Comments: Installer reported that tank on bed of stone, did not observe first-hand but saw excess stone on-site. 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 tall free 1. 800.377.3044 978.282. 0014 1 lo, ('m I,, u/ Y i m;. Page 2 of 5 KILL RIVER CONSULTING Septic System Management Services ACl1 NC C T ATME T TECHNOL Ol( ❑ Type of treatment ❑ Installed per manufacturers requirements ❑ All components working in accordance with manufacturer's requirements Comments: 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: OIL ABSORPTION SY TEM ® 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 ❑ 3/4-1 Y2" double washed stone installed ❑ 1/8-1/2" (peastone) double washed stone installed ❑ laterals installed and ends connected to header (and vented if impervious material above) ❑ Orifices @ 5 & 7 o'clock positions ❑ Gravelless disposal systems: type, number and location as per plan ❑ Elevations of laterals installed as on approved plan ❑ 40 Mil HIDPE barrier installed ❑ Retaining wall (boulder/ concrete /timber/ block) ❑ Final cover as per plan Comments: One area of material - probably stone from old septic tank. This was in Overdig area and did not want to undermine house, so left undisturbed. Excavation depths were approx 7' in West corner, and only 3-4' in East corner. One small lens of denser material observed, but felt that excavator on field would do more damage than removing a 3x3 patch of questionable soil 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1. 800.377.3044 978.282. 0014 111 If o0m i I I corer Mj.:1. i urf, r r�rn Page 3 of 5 Septic System Management Services PRESSURE IST'RI U TI N ❑ inch manifold ❑ laterals installed with end sweeps size: material: ❑ Squirt test ft in height ❑ Equal distribution to all laterals ❑ orifice size inch as per plan Comments: C NTR L PAN L ❑ Alarm & Pump are on separate circuits ❑ Alarm sounds when float is tripped ❑ Location of control panel ❑ Rated for exterior if placed outside Comments: 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 Loll free 1. 800.377.3044 978.282. 0014 i I)I o('Im i ) 11 1 c w) ,' a) I.Y' i m�. c(')m Page 4 of 5 KILL RIVER CONSULTING Septic ,System Management Services SYSTEM L V TI NS Benchmark: Rod at Benchmark: Haight of Instrument: INVERT ON DESIGN PLAN ELEV TOP OF PIPE INVERT ELEVATION Building Sewer OUT Septic Tank IN Septic Tank OUT Dump Chamber IN Pump Chamber OUT Distribution Sox 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 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1. 800.377.3044 978.282. 0014 i ra f ONux i I l r r" mj. < om Page 5 of 5