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Home My WebLink AboutCertificate of Compliance - 43 MILL ROAD 12/12/2004 Town of North Andover Office of the Health Department Community Development and Services Division 400 OSGOOD STREET North Andover,oaer, M[ s r a cx t 01845 CH 7£3.688.9540-Phone S'Lls an Y. Sawyer, REH,S/R5 97&6889 542-Fax Public Health Director C C 0 W PL IA rVCE As of December 12, 2004 This is to certify that the individual subsurface disposal system repaired0( ) ® ('uff yst em by John Soucy at iff Road NorthAndover, M,4 01845 has been installed in accordance with the provisions of Title V of the State Sanitary Code and with the,AVorth Andover(Board of Yfealth regulations. The issuance of this certificate shall not be construed as a guarantee that the system will function satisfactorily. Susan T Sawyer Tu6lic 3fealth Director i()ARI;>OIT AIIIII,;'At,S P)99-9541 If UI ING 688-9545 4.ONSFRVA I°IO N 689-9530 I IFAI.I I I fxf 8-9540 PLANNING 689-9535 TO OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM INSTALLATION CERTII+'ICATION The undersigned hereby certify that the Sewage Disposal System( )constructed; ( )repaired; located at f 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 Baas=%nist2aled in accordance with the provisions of 310 .:CNM,15.000,Tine 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: I I _ _ TH- Engineer Representative Final inspection date: 4,2 12-1 L Engineer Representative ' Installer- Lic.#: Date: Engineer:.- ' Date: i h e 7 4 0.d, "A �0 "i l ' a L j --. -. .. ENGLAND NEW ENGINEERING °_. ... . --- ...-. . .. December 3, 2004 Susan Sawyer North Andover Board of Health 400 Osgood Street 01845 ° North Anclo ver, MA � a Re: 43 Mill Road, North Andover Septic System As-Built Plan Submittal Dear Mrs. Sawyer: The following Septic As-Built plans for the above referenced property are being submitted for approval and issuance of Certificate of Compliance. Enclosed are the following: 1. (3) Copies of the Septic System As-Built Plan. 2. (1)Installation Certification Form. Please contact this office with any questions or concerns. Sincerely, Thomas Hec or Project Engineer Att.-.°W . .. .-. -. w..._....- °..w-� Wt °... .��.°�....� �a- w�w�r�ovv�caia rrr �°v�-WN0r1a�r4�°°°��.aaVEi� �na� 01845.(978)686-17 ) ..( )359-7645 FAX(978)88 -1099 T'f TOWN OF NORTH ANDOVER %k DEVELOPMENTAND SERVIC111"'S t1EAt,,,r.1-1, DEPAR"I'MEM' 4 27 CHARLES STREIET NORTI I ANDOVER, MASSACJ 1USI'T"I'S 01845 978.698,9540 I)Iione Susan Y. Sawyer, RF"FIS/RS 978,688.9542 FAX I,uj)jjc ijealtli Nrector ADDRESS: 43 Mill Rd MAP:1 07c LOT: 109 INSTALLER: Soucy Septic DESIGNER: NEES PLAN DATE:8/23/2004 BOH APPROVAL DATE ON PLAN: 10/16/2004 DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: 11/22/2004 DATE OF FINAL GRADE INSPECTION: SELECT SYSTEM TYPE Advanced Treatment 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 field & FAST Treatment DIMENSIONS AND DETAILS OF SAS: 4 rows of 5 chambers SITE CONDITIONS ZExisting septic tank properly abandoned ZInternal plumbing all to one building sewer ZTopography not appreciably altered Comments: Page 1 of 4 ,rOWN OF NORTH ANDOVER office of COMMUNIT'Y DEVELO.PMENTAND SERVI(,'T'S 0" I-IEAI,.,'I'H DEPARIMENT 27 CHARLE'S STRE1,11' NORTH ANDOVER, MASSACI[USETTS 01845 ()714.688.9540 Susan Y. Sawyer, REIIS/R ()714.688.9540- Phone 97 .688.9542 FAX Pubfic I lealth Dil-ectffl` SEPTIC TANK F-1 Bottom of tank hole has 6" stone base F-1 Weep hole plugged 1500 gallon tank has been installed H-10 loading Monolithic construction Water tightness of tank has been achieved (Visual) Inlet tee installed, centered under access port F-] Outlet tee (gas baffle or effluent filter) installed, centered under access port 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 Hydraulic cement around inlet & outlet Comments: FAST Startup test has not been performed as of (11/22/04). Told by Installer that tank has 6" stone base. 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, centered under access port Pump(s) installed on stable base Alarm float working Pump On/Off float working Drain hole in pressure line 24" inch cover to within 6" of final grade installed over pump access port Water tightness of tank has been achieved Visual testing Hydraulic cement around inlet & outlet Comments: Told by Installer that tank has 6" stone base and weep hole plugged Page 2 of 4 TOWN OF' NORTH ANDOVER ()ffice of("OMMUNITY DEVELOPMEN'r AND SERVICTS 1[EAL,"TH DEPAR"I'MENT 27 CHARLES STREF"T NORTI I ANDOVER, MASSACHUSEITTS 01845 SUSMI Y, Sawyer, REHYRS 978,688.9540 1-11-ione Public I lealth Director 978,688.9542 FAX ADVANCEDTREATMENTTECHNOLOGY Z Type of treatment: FAST ❑ Installed per manufacturers requirements F-1 All components working in accordance with manufacturer's requirements Comments: Has not yet been certified by manufacturer (11/22/04) SOIL ABSORPTION SYSTEM ❑ Bottom of SAS excavated down to soil layer, as provided on plan ❑ 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: PRESSURE DISTRIBUTION Z 2-1/2" inch manifold Z 4 laterals installed with end sweeps size: 1.5" material: PVC Z Squirt test 2 ft in height Z Equal distribution to all laterals Z orifice size 5/16 inch as per plan Comments: Page 3 of 4 'TOWN OF NORTH ANDOVER FQ Office of COMMUNITY DE fit 1,OPMENTAND SERVICES HE.At.,"I'll DEPAR.1"MEN'1' 10 27 C'HARt,ES STRFT"I' NORTH AN DOVER, MA` SACHU SE"I"I'S 01 45 Susan Y. Saw yer, REHYRS 978.6W9540- Phone Public Heath Director 978.688,9542 FAX CONTROL PANEL Alarm & Pump are on separate circuits Alarm sounds when float is tripped Location of control panel: Exterior wall (LHS of house) F-1 Rated for exterior if placed outside Comments: SYSTEM ELEVATIONS Benchmark: 100.00 Rod at Benchmark: 3.04 Height of Instrument: 103.04 INVERT ON DESIGN PLAN INVERT ELEVATION Building Sewer OUT 98.07 97.97 Septic Tank IN 97.85 97.46 Septic Tank OUT 97.50 96.95 Pump Chamber IN 97.55 96.86 Pump Chamber OUT 97.30 97.51 Distribution Box IN Distribution Box OUT 97.51 Manifold Lateral 1 HIGH 99.88 99.86 Lateral 1 LOW 99.88 99.86 Lateral 2 HIGH 99.88 99.86 Lateral 2 LOW 99.88 99.84 Lateral 3 HIGH 99.88 99.85 Lateral 3 LOW 99.88 99.84 Lateral 4 HIGH 99.88 99.86 Lateral 4 LOW 99.88 99.86 Lateral 5 HIGH 99.88 99.86 Lateral 5 LOW 99.88 99.86 Page 4 of 4