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Home My WebLink AboutCertificate of Compliance - 66 HAY MEADOW ROAD 6/1/2004 Town of forth Andover ®�OO D*6�a Office of the Health Department Community Development and Services Division 400 OSGOOD STREET gpD North Andover,Massachusetts 01845 �SSwCHUge4 Susan Y. Sawyer,REHS/RS 978.688.9540-Phone Public Health Director 978.688.8476-Fax fwgWql"Tq� OE COWPLIAW-CE As ,dune 1, 2004 This is to certify that the individual subsurface disposafsystem Wevaired o ® EuffSeystem�f� by John Soucy At 66 Yfaymeadow Road North Andover, 914A 01845 Yfas 6een installed in accordance with the provisions of Title v of the State Sanitary Code and with the North Andover hoard of Wealth regulations. The Issuance of this certfcate shall not 6e construed as a guarantee that the system wilt function satisfactorily. ,/S S an T Sawyer, RUIS19U (Public Yfeafth Director BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 TO'WN,OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System( )constructed; (0 repaired; , by TO Sou G .located at was installed in conformance with the North Andover Board of Health approved plan, System Design Permit*-,plan dated Of gallons ,with a design flow g 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: 51,-11 `1( o ngi;�je_er,Re presentative Final inspection date: S zo 1ct ngin epresentative Installer: �, , �, Uc.#: Date: Engineer: RICH C. Cl TANGARD ��c, Date: 13021 ` �S�ONAL RICHARD �y C, TANGARE, 9 13021 �® SS��NAL LNG Page 1 of 1 DelleChl le, Pamela From: Dan Ottenheimer[info @millriverconsulting.com] Seat: Wednesday, May 19, 2004 8:49 AM To: Susan Sawyer; amcbrearty @millriverconsulting.cam; 'Pamela Dellechiaie' Subject: 66 Haymeadow Road Sue and Pam, Attached please find the final construction inspection report for 66 Haymeadow Load. System was built with no problems evident. We could not access the basement to see the control panel and confirm the alarm and pump were on separate circuits, but this has never been a problem before with this installer plus the electrical inspector was slated to arrive this afternoon. Installer also put magnetic marking tape the entire length of the force main so it can be found if needed on some dark and cold winter night. This is a real good thing which I have started encouraging installers to include. It was nice to see someone actually listens to my nasally voice every once in a while. Dan ------- -- _ _... Daniel Ottenheitner, President Mill River Consulting Septic System Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 ""W w,III 1II a°w ercons,s 1Iti fig o6;om 5/19/2004 MILL RIVER CONSULTXNG Septic System Management Services TOWN OF NORTH ANDOVER SEPTIC SYSTEM CONSTRUCTION NOTES ADDRESS: 66 Haymeadow Rd MAP:1 04B LOT: 103 INSTALLER: John Soucy DESIGNER: NEES PLAN DATE: 11/17/2003 BOH APPROVAL DATE ON PLAN: 112/3/2003 DATE OF BED BOTTOM INSPECTION:5/6/2004 DATE OF FINAL CONSTRUCTION INSPECTION: 5/18/04 DATE OF FINAL GRADE INSPECTION: SELECT SYSTEM TYPE Pressure Dosing COMPONENT SUMMARY FROM PLAN GALLON TANK ® 1500 LOADING OF SEPTIC TANK ® H-10 GALLON PUMP CHAMBER = 1000 LOADING OF PUMP CHAMBER ® H-10 TYPE OF SAS ® Infiltrator Trench DIMENSIONS AND DETAILS OF SAS: 62.5' x 15'w/overdig : 2 rows, 10 chambers ea. SITE CONDITIONS ZExisting septic tank properly abandoned ❑Internal plumbing all to one building sewer ❑Topography not appreciably altered Comments: Could not access house but contractor indicated only one building sewer 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1. 800.377.3044 978.282. 0014 itlf(aNm) I Page 1 of 5 MILL RIVER CONSULTING Septic System Management Services SEPTIC TANK F-1 Bottom of tank hole has 6" stone base ❑ Weep hole plugged 1500 gallon tank has been installed H-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 Z Outlet tee (gas baffle or effluent filter) installed, over access port Z 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 Z Hydraulic cement around inlet & outlet Comments: Building sewer not a straight line to septic tank because of location of exit from house. Contractor put in several 22 and 45 degree bends and a cleanout to grade. PUMP CHAMBER F-1 Bottom of tank hole has 6" stone base ❑ Weep hole plugged Z 1000 gallon Pump Chamber installed H-10 loading 2-Piece construction) Z Inlet tee installed, over access port ❑ Pump(s) installed on stable base Z Alarm float working ❑ Pump On/Off float working Z Drain hole in pressure line Z 24 inch cover to within 6" of final grade installed over one access port Z Water tightness of tank has been achieved Visual testing Hydraulic cement around inlet & outlet Comments: 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1. 800.377.3044 978.282. 0014 ii)J,o0111 i I l Page 2 of 5 MXLL RXVER CONSULTXNG Septic System Management Services ADVANCEDTREATMENTTECHNOLOGY ❑ Type of treatment F-1 Installed per manufacturers requirements F-1 All components working in accordance with manufacturer's requirements Comments: n/a D-BOX ❑ Installed on stable stone base Z Inlet tee (if pumped or >0.08'/foot) Z Hydraulic cement around inlet & outlets Z Observed even distribution ❑ Speed levelers provided (not required) Comments: No elevations given on plan for D-Box. 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 Z Title 5 sand installed, if specified on plan ❑ 3/4-1 1/2" 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) F-1 Orifices @ 5 & 7 o'clock positions Z Gravelless disposal systems: type, number and location as per plan Z Elevations of laterals installed as on approved plan Z 40 Mil HDPE barrier installed ❑ Retaining wall (boulder/ concrete /timber/ block) ❑ Final cover as per plan Comments: Trench from pump chamber to septic tank has magnetic marking tape for ease of location. Owner also installed electrical conduit to swimming pool in same trench. 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1. 800.377.3044 978.282. 0014 i, c')Nmi ) It Page 3 of 5 MILL RIVER CONSULTING Septic System Management Services PRESSURE I T 1 UTI ❑ 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: n/a CNT OL PANEL ❑ Alarm & Pump are on separate circuits ® Alarm sounds when float is tripped ❑ Location of control panel: Inside ❑ Rated for exterior if placed outside Comments: Could not access inside house to check control panel but electrical inspector was slated to check panel later in day. 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1. 800.377.3044 978.282. 0014 J Ia f()(Jm i l l.r C vr;r-(°o1r ";uJJ j))V,,�, coul Page 4 of 5 MILL RIVER CONSULTING Septic System Management Services SYSTEM ELEVATIONS Benchmark: 100.00 Rod at Benchmark: 7.60 Height of Instrument: 107.60 INVERT ON DESIGN PLAN ACTUAL INVERT ELEVATION Building Sewer OUT 95.00 95.13 Septic Tank IN 94.55 94.70 Septic Tank OUT 94.30 94.43 Pump Chamber IN 94.25 94.36 Pump Chamber OUT 94.00 94.20 Distribution Box IN 103.50 D-Sox OUT 103.30 Manifold Lateral at Chamber 102.79 102.91 Top of Sand Fill 102.25 102.34 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1.800.377.3044 978.282. 001.4 i 1�P oOm j]'L(r r` Page 5 of 5