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Home My WebLink AboutCertificate of Compliance - 178 STONECLEAVE ROAD 8/9/2004 Town of North Andover °f,".0 RT s�+ Office of the Health Department 3� +` Community Development and services Division 27 Charles Street " °'~�• ' North Andover, Massachusetts 01845 9SS�CHUS�tc`� Susan Y.Sawyer, REHS/RS 978.688.9540-Phone Public Health Director 978.688.9542-Fax fV R I rr T r E 0'F Coq IIV I- fAjrVCE As of: August 9, 2004 This is to certify that the individua(su6surface disposal system repaired ,111" — Fuf(System by bocci 1DeLucia, Jr. at 178 Stonecleave load North Andover, 9WA 01845 has been installed in accordance with the provisions of Title V of the State Sanitary Code and with the North Andover Board of Yfeafth regulations. The issuance of this certificate shall not be construed as a guarantee that the system will function satisfactorily. Sus `Y. Sawyer, REJfSIUU Public Wealth Director BOARD OF APPEALS 688-9541 BUILDING 6880545 CONSERVATION 688-9530 HEALTI-1 688-9540 PLANNING 688-9535 RECEIVED G 0 9 200 TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM IIVSTALL,ATION CERTIFICATION The dersigned hereby certify that the Sewage Disposal System( ) constructed; ( repaired; b EQOL�' JA l L located at was installed in conformance with the North Andover Board of Health approved plan, System Design Permit# , dated with an approved 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. Bed inspection date: > Engineer Representative Final inspection date: Engineer Repr sentative Installer: �'uuA'� Lic.#: Date: Design Engineer: Date: C-t)a4 f ';5t, tiY r ,n n, 0 IA Page 1 of 1. elle hi ie, Pamela From: Clan Ottenheimer[info @miII rive rconsulting.com] Seat: Thursday, May 27, 2004 2:00 PM To: Susan Sawyer; amcbreartymiliriverconsulting.com; 'Pamela Dellechiaie' Subject: 178 Stonecleave Sue and Pam, Attached please find the construction inspection report for 178 Stonecleave Load. The job was performed well. The only outstanding item is the need to install speed levelers to get more even distribution from the d-box. This should be checked by you or us at final grade inspection. Dan Daniel Ottenheimer,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 6/25/2004 MILL RIVER CONSULTING Septic System Management Services CONSTRUCTION TOWN OF NORTH ANDOVER SEPTIC SYSTEM ADDRESS: 178 Stonecleave Road MAP:104B LOT: 129 INSTALLER: Rocci Delucia, Jr. DESIGNER: Merrimack Engineering PLAN DATE:5/2/03 SOH APPROVAL DATE ON PLAN: 12/12/03 DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: 5/21/04 DATE OF FINAL GRADE INSPECTION: i i SELECT SYSTEM TYPE Gravity Distribution COMPONENT U Y FROM PLAN GALLON TANK = 1500 LOADING OF SEPTIC TANK = H®10 N n4MP rung TYPE OF SAS = Field DIMENSIONS AND DETAILS OF SAS: 20' x 45' SITE CONDITIONS ®Existing septic tank properly abandoned Qlnternal plumbing all to one building sewer ®Topography not appreciably altered Comments: Could not access house, installer reported internal plumbing all piped to one building sewer. 5 Blackburn Center, Gloucester, Massa�rhusetts 01930-2259 toll free 1. 800.377.3044 978.282. 0014 M/)Nm i C_I It i v� co[j" I ( i l)q' ("ol r Page 1 of 3 MILL RXVER CONSULTING Sept:i_c S_ystezn Management Services SEPTIC E Bottom of tank hole has 0" stone base ® Weep hale plugged ® 1500 gallon tank has been installed H-10 loading Monolithic construction ® Water tightness of tank has been achieved Visual testing ® Inlet tee installed, over access port ® Outlet tee (gas baffle) installed, over access port ® Manhole 24 inch cover to within 5" of final grade installed ® over one access port ❑ over outlet of tank if effluent filter is present ® Hydraulic cement around inlet & outlet Comments: 45-degree angle joint just before outlet TEE. D-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: Installer will provide speed levelers, Lateral 4 appears to be high OIL ABSORPTION SYSTEM ❑ Bottom of SAS excavated down to 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 ® 1/3®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 ❑ Oravelless disposal systems: type, number and location as per plan ® Elevations of laterals installed as on approved plan ❑ 40 Mil HOPE barrier installed ❑ Detaining wall (boulder/concrete /timber/ block) ❑ Final cover as per plan Comments: Stone (both pea stone and leach stone) questionable as to whether double-washed however material on the stone was mostly sand, no fines. SYSTEM ELEVATIONS 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1. 800.377.3044 978.282. 0014 Jr7f oPPM 1 L rl l ' Ye i Page 2 of 3 MILL RIVER CONSULTING Septic System Management Services Benchmark: 132.00 Rod at Benchmark: 0.20 Height of Instrument: 132.2 INVERT ON DESIGN PLAN INVERT ELEVATION Building Sewer OUT 129.17 Septic Tank IN 128.67 128.73 Septic Tank OUT 128.42 128.35 PuffW44aw""N D..-- Ghamber OUT Distribution Box IN 128,22 128,21 Distribution Box OUT 128.05 128.05 Manifold Lateral 1 HIGH 128.02 128.03 Lateral 1 LOW 127,80 127.91 Lateral 2 HIGH 128.02 128.03 Lateral 2 LOW 127.80 127.93 Lateral 3 HIGH 128.02 128.05 Lateral 3 LOW 127.80 127.93 Lateral 4 HIGH 128.02 128.04 Lateral 4 LOW 127.80 127.91 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1. 800.377.3044 978.282. 0014 r"J,uot col)�-" r� I f ifq uofq Page 3 of 3