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Home My WebLink AboutCertificate of Compliance - 226 REA STREET 3/2/2004 Town n ®f North Andover $�0 N�-b Office of the Health Department A Community Development and Services °visio' 27 Charles Street North Andover,Massachusetts 01845 9SSgeHUSE� Susan Y. Sawyer, REHS/RS Telephone (978) 688-9540 Public Health Director Fax(978)688-9542 TOWN OF NORTH ANDOVER BOARD OF HEALTH CERTIFICATE OF COMPLIANCE DATE OF COMPLIANCE March 2, 2004 This is to certify that the individual subsurface disposal system constructed O repaired (X) by John Soucy at 226 Rea 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. 'r Susan Y.Sawyer,REHS/RS Public Health Director BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 .. F N(f 1 ANAU s TOWN'OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System ( )"constructed; Q0 repaired; by t7 r e r located at : _'2�/ (®;r,�> � 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: <: N Engineer Representative Final inspection date: � a� °, Engineer Representative Installer: Lic.#: Date: 11CH 1) � v� Engineer: Date: '' n aP Uw j Y Page I of 2 DelleChiaie, Pamela From: Dan Oftenheimer[info@miliriverconsulfing.com] Sent: Monday, December 22, 2003 9:56 AM To: pdellechiaie@townofnorthandover.com Subject: RE: Final Inspection-226 Rea Street Pam, This was taken care of at 7:00 a.m. this morning(12/22). Dan p.s. Thanks for the nice picture additions to the e-mails you send. Have a wonderful holiday with your family if I do not speak with you beforehand, Daniel Ottenheirner,President Mill River Consulting Septic System Management Services 5 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 -----Original Message----- From: Pamela DelleChiaie [mailto:pdellechiaie@townofnorthandover.com] Sent: Friday, December 19, 2003 3:56 PM To: Daniel Ottenheimer(E-mail) Subject: Final Inspection - 226 Rea Street Importance: High Hi Dan, Can you call John Soucy and schedule a final inspection at 226 Rea Street on Monday? Thanks. Pam Flainela DelleChiaie, h1ealth Dept Assistant 1/6/2004 Page 1 of 1 belle hide, Pamela From: Dan ®ttenheimer[info @milldverconsultiing.com] Sent: Monday, December 08, 2003 1:16 PM To: Heidi Griffin; Brian LaGrasse; Pamela Dellechiaie Subject: 226 Rea Street I....I it it Brian and P rn, , Hciched p(c=,ase find the bottorn of bec,I in:)e lion r port for, #226 Rea Skeet AH was Dan Daniel Ottenheirner, President ...Ill River Consulting ,Septic,, Systern Manogerrrent Services Gfc,:ar..)ccm sl r, MA Of (D...225 978-282-0014 or .1--800.; 7 7-:044 fav 978-282-0012 www,rrdHri�verr c)r 12/8/2003 MILL RIVER CONSULTXNG Septic System Management Services TOWN OF NORTH ANDOVER SEPTIC SYSTEM CONSTRUCTION NOTES ADDRESS: 226 Rea Street MAP: 38 LOT: 131 INSTALLER: Jahn Saucy DESIGNER: New England Engineering Services PLAN DATE: 11/12/03 BOH APPROVAL DATE ON PLAN: DATE OF BED BOTTOM INSPECTION: December 4, 2003 DATE OF FINAL CONSTRUCTION INSPECTION: DATE OF FINAL GRADE INSPECTION: SELECT SYSTEM TYPE GRAVITY DISTRIBUTION PRESSURE DISTRIBUTION X PRESSURE DOSING HOLDING TANK ADVANCED TREATMENT OTHER COMPONENT SUMMARY FROM PLAN GALLON TANK = 1,500 LOADING OF SEPTIC TANK = H-10 GALLON PUMP CHAMBER = 1,000 LOADING OF PUMP CHAMBER = H-10 TYPE OF SAS = Trenches with Graveless disposal units DIMENSIONS AND DETAILS OF SAS: 43.75' x 28.5' area SITE CONDITIONS Inspections Existing septic tank properly abandoned El 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 J,n tr. O�I r C 1-t J + 4: xa s .:l t i tk d c:om Page 1 of 4 HILL RIVER CONSULTING Septic System Management Services SEPTIC TANK ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ❑ gallon tank has been installed (H-10 or H-20) (monolithic or 2 piece) ❑ 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: PUMP CHAMBER ER ❑ Bottom of tank hole has 6" stone base ® Weep hole plugged gallon Pump Chamber installed (H-10 or H-20) (monolithic or 2 piece) ❑ 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 El inch cover to within 6" of final grade installed over one access port ❑ Water tightness of tank has been achieved Visual or Vacuum Test or Water held for 24 hrs ❑ Hydraulic cement around inlet & outlet Comments: 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1.800.377.3044 978.282.0014 J n timj.Cr.M Page 2 of 4 KILL RIVER CONSULTING Septic System Management Services Installed on stable stone base El 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 El 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 1/z" 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 HDPE barrier installed ❑ Retaining wall (boulder/ concrete /timber/ block) El Final cover as per plan Comments: OONTROLPANEL ❑ 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 toll free 1.800.377.3044 978.282. 0014 Err At'+�a>�.; L L r:i�r�.�j�°r°r;,�isw! t,:4ric;1.crone Page 3 of 4 Septic System Management Services SYSTEM ELEVATIONS Benchmark: Rod at Benchmark: Height of Instrument: INVERT ON DESIGN PLAN ELEV 0. TOP OF PIPE INVERT ELEVATION Building Sewer OUT Septic Tank IN Septic Tank OUT Pump 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 mfo&mi 1 Lr.. cFcrm Page 4 of 4