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Home My WebLink AboutCertificate of Compliance - 191 GRANVILLE LANE 8/25/2004 Torn of North Andover <'�a a.f Office of the Health Department Community Development and Services Divis' � g ry 27 Charles Street 9r °aareo a R� North Andover,Massachusetts 01845 CHU Starr 978.688.9540-Phone Public Health Director 978.688.9542-Fax I COMPI(IlAiMCE As cif August 25, 2004 This is to certify that the individual subsurface disposal system rep aired®Cf)' ® FulfSystem by John Soucy at 191 GranvAe .bane Yorth Andover, W,4 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 6e construed as a guarantee that the system will function satisfactorily. ,r S an T Sawyer, 1E�1S/ PudlicYfealth Director BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTI-1 688-9540 PLANNING 688-9535 RECEIVED . AUG 1 3 2004 TOWN 0 NOR,rH ANDOVER HEALTH DEPARTMENT TOWN ®I+ NORTH ANDOVER SEWAGE DISPOSAL, SYSTEM INSTALIATI®N CERTIFICATION The undersigned hereby certify that the Sewage Disposal System ( )'constructed; Q repaired; by 11P > r located at 65-0.,If)A 0 t L-r t..., ✓1�G was installed in conformance with the North Andover Board of Health approved plan, System Design Permit# ,plan dated i>`0 S Loll) 1 1,1 e , 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 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: --III I[(-) l r 1 o k� ! � Engineer Representative Final inspection date: 0 t o r° Engineer Representative Installer: ?," ° Lic.#: Date: � � OF inee En ra IN g Date: IL spa a NO.45891 ° a {. Message Page I of I De-flechiaie, Pam From: Andrew McBrearty [amcbrearty@millriverconsulting,com] Sent: Monday, July 19, 2004 1:33 PM To: 'Susan Sawyer'; 'Pamela Dellechiaie' Cc: info@millriverconsulting.com Subject: 191 Granville Lane Sue & Pam, Attached, YOU Will find the final construction inspection report for 191 Granville. Inspection was 7/13, but l failed to input this and send it to You -sorry, Soucy is asking for a letter stating that this is ready to be covered. I believe I gave John a verbal OK, but they need a letter to release escrow monies. I'll call you shortly on this. thanks, -andy 1-111 Ri%7 e r c o n s u I t i ri 9 Andrew McBrearty, Project Manager 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�v�v,iiiilli°i\,ercoj,,isultitig.corrr amcbrea�,ty((,t�iiii[Irivercorisulting con-i 7/19/2004 � F � 11 ADOER Office of COMMUITY DEVELOPMENT AND SERVICES 11EAL,TH DEPAR"TWEN'r 27 C1 IARLES STREF3' NORTI I AND(WER, MASSACI-Iust�'rrs 01845 Susan Y. Sawyer, REIIS/RS 978.6W9540- Phone PL&HC Health Director 97808.9542- FAX ADDRESS: 191 Granville Rd MAP: LOT: INSTALLER: Soucy's Sewer & Septic Service DESIGNER: NEES PLAN DATE: BOH APPROVAL DA E ON PLAN: 12� / 00 DATE OF BED BOTTOM INSPECTION: I O� DATE OF FINAL CONSTRUCTION INSPECT ON: 7/13/2004 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 Trenches DIMENSIONS AND DETAILS OF SAS: 3 rows, 5 chambers each SITE CONDITIONS Date & Initials Inspections FlExisting septic tank properly abandoned �Internal plumbing all to one building sewer Topography not appreciably altered Comments: Page 1 of 1 TOWN OF' NORT11 ANDOVER 'S Office of S r DEVEL,011MENTAND SERVICE FlEAL"I'l-I DEPARTM ENT 27 (A 1AR1,111''S STR I El' NORTH ANDOVE'R, MASSACH1!SETTS01845 04 Susan Y. Sawyer, EAS/RS 978.6W9540 - Phone PUblic I IeAth Director 978M8,9542 FAX SEPTIC TANK Z Bottom of tank hole has 6" stone base Z Weep hole plugged Z 1500 gallon tank has been installed H-10 loading Monolithic construction Z Water tightness of tank has been achieved (Visual) Z Inlet tee installed, centered under access port Z Outlet tee gas baffle installed, centered under 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: PUMP CHAMBER Z Bottom of tank hole has 6" stone base Z ep hole plugged gallon Pump Chamber installed -10 loading 2-Piece construction) Z Inlet tee installed, centered under access port Z Pump(s) installed on stable base Z Alarm float working Z Pump On/Off float working Z Drain hole in pressure line Z 24" inch cover to within 6" of final grade installed over pump access port Z Water tightness of tank has been achieved Visual testing Z Hydraulic cement around inlet & outlet Comments: Page 2 of 2 TOWN OFN(WITI ANDOVER 0 r 4 a. w "A 'RVICF S Office of COMMUN]ITY DEVELOPMEN'r AND SIF, HEAUM DEPARIMEN'T' 27 CTIARLES STREL"A" NORTH A Cl.)C. VER, MASSACI-11 l SFITTS 01845 S cm Susan Y. Sawyer, RE)IS/RS 978.688,9540-- Phone PUblic I lealth Director 97SM89542- FAX 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: SOIL 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 1/2" double washed stone installed F-1 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 HDPE barrier installed ❑ Retaining wall (boulder / concrete /timber/ block) F-1 Final cover as per plan Comments: Page 3 of 3 'TOWN OF 011TH ANDOVFJ�. TH Office of COMMUNITY DEVELOPMENTAND SERVICT'AIIS HEAL,T11 DEPAR'TMENT' 27 CHARLE'S STREET NORTH ANDOVER, MASSACHUSETC'S 01 45 Susan Y, Sawyer, REFIS/RS 978,68U)540 F"hone Public Health Director 978.6W9542 FA X CONTROL PANEL Alarm & Pump are on separate circuits Alarm sounds when float is tripped Location of control panel: F-1 Rated for exterior if placed outside Comments: SYSTEM ELEVATIONS Benchmark: 100.00 Rod at Benchmark: 4.10 Height of Instrument: 104.10 INVERT ON DESIGN PLAN INVERT ELEVATION Building Sewer OUT 97.38 97.54 Septic Tank IN 97.22 97.30 Septic Tank OUT 96.97 97.06 Pump Chamber IN 96.93 96.80 Pump Chamber OUT 0.00 96.46 Distribution Box IN 0.00 99.52 Distribution Box OUT 99.38 Manifold Lateral 1 HIGH 99.24 99.30 Lateral 1 LOW 99.24 99.27 Lateral 2 HIGH 99.24 99.30 Lateral 2 LOW 99.24 99.28 Lateral 3 HIGH 99.24 99.29 Lateral 3 LOW 99.24 99.28 Lateral 4 HIGH Lateral 4 LOW Lateral 5 HIGH Lateral 5 LOW Page 4 of 4