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HomeMy WebLinkAboutCertificate of Compliance - 469 BOSTON STREET 10/4/2007 0 '004Ardo 'SW il PUBLIC HEALTH DEPARTMENT Community Development Division (7 A ' CLANCE CE E OT" OWPI As of.- Octo6er 4, 2007 llfts is to cent fy that the individua(su6surface disposaf system receiveda SA TIS TA 0-0 XY lArSCTE-Cq ION of the: Tuffy Wepaired Frye ptic , ye m (B- A Y 1. on Soucy 469 Ooston Wpad 9Yap 107CD; Parcef 49 Xorthfln(fovei; 9111,4 01845 c1fie Issuance of- this certificate shaff not 6e construed as a gizai-antee that the system '"41( filtncti,on satisf-actoiiC5, vlt� Zan lY Sa,(.v- er q Yeaf -ectoi,?u6ticY Dii tfi 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fox 978,680,0476 Web www.fownofnortliandover.com TOWN OF NORTH ANDOVER %4ORTH Office of COMMUNITY DEVELOPMENT AND SERVICES or��`�� � HEALTH DEPARTMENT 400 OSGOOD STREET 4 q�Hp Y 1' NORTH 'SACHU StiK 978.688.9540—Phone Susan Y.Sawyer,REHS/RS 978.688.8476—FAX j Public Health Director 0 C 1 2007 -MAIL:healthdept @townofnorthandover.com EBSITE:hLtp://www.townoffiorthandover.com TOWN OF NORTH AN O' E SEPTIC DISPOSAL SYSTEM - INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System O constructed; ( epaired; by -J (Print N e) located at -f a (Instaffaiion Address) was installed in conformance with the North Andover Board of Health approved plan, originally dated lnd last Revised on , 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: Enj6Keer Re esentative(Signature) And-Print Name Final inspection date: //0 _ Engineer Represefitkive(Signature) -(" ll And-Print Name " 777 n /Installer, .��.� (Signature) Dater And-Pri t Name Engineer: e5. (Signature) Date: ® f / r And-Print Name t%OR t"H 0 I ,g M yy -4'A WWI5 PUBLIC HEALTH DEPARTMENT (ommunity Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 469 Boston St. MAP: 107 D LOT: 49 INSTALLER: John Soucy DESIGNER: N.E. Engineering PLAN DATE:August 22, 2007 BOH APPROVAL DATE ON PLAN: September 11, 2007 INSPECTIONS TANK INSPECTION: DATE OF BED BOTTOM INSPECTIONAP DATE OF FINAL CONSTRUCTION INSPECTION: September 25, 2007 DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS ® Existing septic tank properly abandoned ® Internal plumbing all to one building sewer ® Topography not appreciably altered Comments: SEPTIC TANK Bottom of tank hole has 6" stone base Weep hole plugged ® 1500 gallon tank has been installed H-10 loading Monolithic construction ® Water tightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) ® Inlet tee installed, centered under access port ® Outlet tee (gas baffle or effluent filter) installed, centered under access port 1600 Osgood Street,North Andover,Mossochusetts 01045 Phone 978,680.9540 Fox 970.608.0476 Web www,towoofnorthandover.rom Rj OLD �" ""•. Cdr � 0 T CM Ctidu MML Mtl4wICp w'M1• T Cb4US��� PUBLIC HEALTH DEPARTMENT 1 Community Development Division ® 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: PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base ® Weep hole plugged ❑ Combo Tank installed. Size: ® 1000 gallon Pump Chamber installed H-10 loading Monolithic construction) ® Inlet tee installed, centered under access port ® Pump(s) installed on stable base ® Alarm float working ® Pump On/Off floats working ® Separate on/off floats ® 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: As per plan, the pump chamber was installed backwards. DISTRIBUTION-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: 1600 Osgood Street,North Andover,M ossarhusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofoorthandover.com ORT14 .,,.I RA 0 6 0. 0 to LA 0 i PUBLIC HEALTH DEPARTMENT (ommunity Development Division SOIL ABSORPTION SYSTEM (General) Bottom of SAS excavated down to 6 in into C soil layer, as provided on plan ® Size of SAS excavated as per plan ® Title 5 sand installed, if specified on plan ® 40 Mil HDPE barrier installed ❑ Retaining wall (boulder/ concrete /timber/ block) ❑ Final cover as per plan Comments: SOIL ABSORPTION SYSTEM (Gravel-less Chambers) ® Brand and Model of Chamber Infiltrator Quick 4 ® Number of chambers per row_12 ® Number of rows (trenches) 2 ® Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan Comments: CONTROLPANEL ® Alarm & Pump are on separate circuits ® Alarm sounds when float is tripped ® Location of control panel: In basement ❑ Rated for exterior if placed outside ® Alarm signal located inside Comments: 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com 44oRT y. k y 00 SS Are US i PUBLIC WEALTH DEPARTMENT 1 Community Development Division SYSTEM ELEVATIONS INVERT IN FIELD PLAN INVERT ELEV. Manhole In 97.59 97.50 Manhole Out 96.46 97.40 Septic Tank IN 96.56 96.60 Septic Tank OUT 96.31 96.35 Pump Chamber IN 96.28 96.30 Pump Chamber OUT 96.65 Distribution Box IN 99.96 100.00 Distribution Box OUT 99.79 99.83 Lateral 1 INV 99.75 99.75 Lateral 2 INV 99.75 99.75 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 478.688.4540 Fax 478.688.8476 Web www.townofoorthandover.com Page 1 of 1 Sawyer, Susan From: Shawn Brazel [sbraxel @neengineeringinc.com] Sent: Monday,September 10,2007 2:41 FM t To: Sawyer, Susan Cc: BEN OSGOOD, JR Subject: [BULK]469 Boston Street Importance: Low Susan, I've received and reviewed your comments concerning the septic system design at 469 Boston Street. Our responses are a follows: 1. The elevations depicted on the design plan are correct.The form 11's were filled out before the final topography survey was completed.They shall be revised, and resubmitted. 2. We would like to request that the plan be approved subject to an additional test pit being performed prior to start of construction approximately 10 feet from the existing shed to confirm the soil type and ESHGW. Thank You Shawn Brazel New England Engineering Services, Inc. 9/10/2007 t AS-BUILT CHECKLIST LOT NUMBER, STREET NAME ASSESSORS MAP & PARCEL NUMBER LOT LINES & LOCATION OF DWELLINGS LOCATIONS & DIMENSIONS OF SYSTEM, INCLUDING RESERVE TIES TO LOT LINES &DWELLING, WELLS a. FROM SEPTIC TANK b. FROM LEACH AREA LOCATIONS OF DEEP HOLES & PERC TESTS T ELEVATIONS OF DISPOSAL SYSTEM TOP OF FDN ELEVATION _ LOCATIONS OF WELLS, DRAINS, WATERCOURSES WITHIN 150' OF SYSTEM LOCATION OF WATER, GAS, ELECTRIC LINES, CABLE 1f" DISTANCES FROM CORNERS OF HOUSE TO CENTER OF TANK &D-BOX ORIGINAL STAMP & SIGNATURE IMPERVIOUS AREAS -DRIVEWAYS ETC. NORTH.ARROW 1' LOCATION &ELEVATIONS OF BENCHMARK USED r 1 Date.................................. .° M NORTH oe°�'�``° TOWN OF NORTH ANDOVER PERMIT FOR WIRING S3NCHUS� This certifies that .............� N r ..G .............1 :...,........................................... has permission to perform .......... ......5 wiring in the building of................�`�` l'��,F ,1...................................... at........... 1t- :T "V......:as..77.... ..... North Andover,Mass. Fee.�S.. p...... Lic.No.� �:�?..... ,....: ...... ELECTRICAL NSP Check # ���-�� 7651 i a I VkoRT" 0* 0 so 41110 CHUS Health Department September 5, 2007 Mr. Benjamin Osgood P.E. New England Engineer Services 1600 Osgood Street North Andover, MA 01845 Re: Proposed Subsurface Sewage Disposal System for 469 Boston Street Map 107D, Lot 49 Dear Mr. Osgood: The proposed wastewater system design plan for the above site dated august 16, 2007 and has been reviewed. Unfortunately, the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover (NA) regulation that has not met by this design follows each item for your convenience. 1. The ground elevations of the test pits and ESHGW noted on the plan differ from Form 11 submitted with the design plan. Please clarify as to which numbers are correct 2. Only one deep observation hole is located within the soil absorption system. Due to the proximity of this hole to the majority of the SAS it is recommended an additional deep hole test be performed at the northern end of the proposed area in which the SAS is to be installed. You may however wish to request a Local Upgrade Approval (15.102(2)) Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincere '/7 '17 Su an Y. Saw ,, EH EH S�' S Public Health Director cc: Owner File 1600 Osgood Street HEALTH DEPARTMENT Page 1 of I Building 20;Suite 2-36 E-Mail: healthdept@townofnorthandover.com North Andover,MA 01845 Phone:978.688.9540 Fax: 978.688.8476