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Home My WebLink AboutMiscellaneous - 1440 SALEM STREET 12/4/2009 Nnr+ri, , + a +„q.�, a p4T.,X�0F � sACwUSt' PUB WEALTH DEPARTMENT Community Duty Dovolopmont Division � ,i.. �WWW rwrvi � k TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM—INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System(-constructed;( )repaired; By: 7 yel nbl�� / a'w (Print Na ) Located at: (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan,originally dated and last revised on yG'l, 2&2q ,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, r Bottom of Bed Inspection Date: Engill presentative r (Signature) At- And—Print Name Final Construction Inspection Date:/j—A) °2-X w...r Engi e'er epresentative(Signature) M�'d And—Print Name Installer: ”" (Signature) Date And—Print Name Enginer: � - (Signature) Date: a o 4 C (r And—Print Name 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web http://www.townofnorthandover.coni IleChiaie, Pamela From: Isaac Rowe[irowe @millriverconsulting.com] Sent: Friday, November 13, 2009 3:38 PM To: 'Daniel Ottenheimer'; Grant, Michele; irowe @millriverconsulting.com; 'Marianne Peters'; DelleChiaie, Pamela; 'Randy Burley'; Sawyer, Susan Subject: 1440 Salem Street Attachments: 1440 Salem Street- Construction Inspection 11-13-09.doc Susan, Please find attached the construction inspection form the above referenced property. You will notice I noted that the laundry system is still being used and will be connected to the new system when the addition is built. It appears that all the plumbing goes under the existing basement floor so there was no way to connect the 2 sewer pipes inside the dwelling. I would guess that the Health Dept. will have to sign off on the building permit for the addition. I not sure of the time frame of the construction for the addition, you may want to ask the engineer. I would recommend either holding off the issuance of the CoC or issue some form (letter?) of a temporary CoC until the laundry system is connected to the new system. Please let me know if you have any questions. Thank you, Isaac Isaac M. Rowe,R.S. Project Manager Mill River .onsulltln ; 6 Sargent Street 1 ow- ORT�j ,gyp� 44G+4YG Y4RWKn1 �• PUBLIC HEALTH DEPARTMENT Community Development Division QNSITE WASTEWATER T TI NOTES LOCATION INFORMATION ADDRESS: 1440 Salem Street MAP: 106A LOT: 20 INSTALLER: Jim Kellett DESIGNER: Francis Nichols PLAN DATE: 9/8/09 BOH APPROVAL DATE ON PLAN: 11/2/09 INSPECTIONS TANK INSPECTION: 1 0 109 DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: 11/13/09 DATE OF FINAL GRADE INSPECTION: � ) ( SITE CONDITIONS ® Contractor reports any changes to design plan ® Existing septic tank properly abandoned ❑ Internal plumbing all to one building sewer ® Topography not appreciably altered Comments: Existing laundry system still being used and will be connected to new septic system when addition is constructed per owner. Effluent line from laundry will be connected to new building sewer line with a Y-connection. SEPTIC TANK ® Building sewer in continuous grade, on compacted firm base N/A Cleanouts per plan ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ® 1500 gallon tank has been installed H-10 loading mono construction 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fox 978.688.8476 Web www.taw,n northondover.com Inspection Form June 2008 FORTH SS US �R PUBLIC HEALTH DEPARTMENT (ommunity Development Division ® Water tightness of tank has been achieved by Visual testing ® Inlet tee installed, centered under access port ® Outlet tee installed, centered under access port (effluent filter) ® 24" inch cover to within 6" of final grade installed over one access port ® Hydraulic cement around inlet & outlet Comments: Outside of tank is waterproofed with tar. PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ® 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" cover at final grade installed over pump access port ® Water tightness of tank has been achieved by Visual testing ® Hydraulic cement around inlet & outlet Comments: Outside of tank is waterproofed with tar. CONTROL PAN L ® Alarm & Pump are on separate circuits ® Alarm sounds when float is tripped ® Location of control panel: rear of existing dwelling ® Alarm signal located in rear of existing dwelling 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www,townotnorthandover.com Inspection Form June 2008 ORTi N 0 �� . 4 "4Ara o SAC@ U PUBLIC HEALTH DEPARTMENT (ommunity Development Division Comments: DISTRIBUTION-BOX ® Installed on stable stone base ® Inlet tee (if pumped or >0.06'/foot) ® Hydraulic cement around inlet & outlets ® Observed even distribution N/A Speed levelers provided (not required) Comments: 2" x 4" coupling approximately 4' from d-box inlet. Approximately 4' of 4" SCH 40 PVC pipe prior to d-box inlet. Vent off of d-box to provide air flow, 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 N/A 40 Mil HDPE barrier installed ® Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan N/A Retaining wall (boulder/ concrete /timber/ block) ❑ Final cover as per plan Comments: Vent located near shed 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www,towpofoorthandover.coNn Inspection Form June 2008 ORT11 snes e a rsxac mww;.w+µ PUBLIC HEALTH DEPARTMENT Community Development Division BM = 106.82 HR = 4.16 HI = 110.98 SYSTEM ELEVATIONS ROD AS-BLT INVERT ELEV DESIGN INVERT ELEV ELEVATION Benchmark 106.82 Building Sewer OUT 9.36 101.27 101.0+/- Se tic Tank IN 9.55 101.08 100.47 Septic Tank OUT 9.89 100.74 100.22 Pump Chamber IN 9.93 100.70 100.12 Pump Chamber OUT 2" 10.36 100.45 100.37 Distribution Box IN 4" 5.66 104.97 104.95 Distribution Box OUT 5.84 104.79 104.77 Lateral 1 TOP @ Be /End 5.88/6.11 Lateral 1 INVERT 104.75/104.52 104.68/104.50 Lateral 2 TOP@ Be /End 5.88/6.12 Lateral 2 INVERT 104.75/104.51 104.68/104.50 Lateral 3 TOP@ Be /End 5.87/6.12 Lateral 3 INVERT 104.76/104.51 104.68/104.50 Lateral 4 TOP@ Be /End 5.86/6.12 Lateral 4 INVERT 104.77/104.51 104.68/104.50 Lateral 5 TOP@ Be /End 5.88/6.12 Lateral 5 INVERT 104.75/104.51 104.68/104.50 Lateral 6 TOP@ Be /End 5.88/6.12 Lateral 6 INVERT 104.75/104.51 104.68/104.50 BED BOTTOM ELEV. 104.01 104.00 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthondover.corn Inspection Form June 2008 M SORT" + 4% 6 LAKI Go Top 00 SS C 1`4 PUBLIC HEALTH DEPARTMENT (ommunity Development Division CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback Tank SAS Sewer Property line 10 10 Cellar wall 10 20 Z Inground pool 10 20 Z Slab foundation 10 10 Deck, on footings, etc 5 10 -- Waterline 10 10 101 Private drinking well 75 1001 50 Irrigation well 75 100 Surface Water 25 50 Z Bordering Vegetated Wetland Salt Marsh, Inland/Coastal Bank,3 75 100 Z Wetlands bordering surface water supply or trio. (in Watershed) 150 150 Trib. to surface water supply 325 325 Public well 400 400 Z Interim Wellhead Prot. Area Z Reservoirs 400 400 Drains (wat. supply/trib.) 50 100 Drains (intercept g.w.) 25 50 Drains (Other)Foundation 10(5) 20(10) Z Drywells 20 25 1 Suction line 222(2) 2 100 feet is a ininfinurn acceptable distance and no variance is allowed for a lesser distance(NA 5.02). 3 As defined in 310 CMR 10.55, 10.32, 10.54,and 10.30,respectively,pursuant to 15.211(3),also by NA wetland bylaws 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.towiiofnortliaiidover.com Inspection Form June 2008 elleChiaie, Pamela From: DelleChiaie, Pamela Sent: Tuesday, November 10, 2009 2:55 PM To: 'Daniel Ottenheimer'; 'Isaac Rowe'; Marianne Peters; 'Randy Burley' Subject: 1440 Salem Street- Final Construction Request Hello, Received a confirmation call from Frank Nichols, engineer for 1440 Salem Street—site is ready for a Final Const. inspection. Called and confirmed with Jim Kellett, Installer- 781.953.7146—he states it is all set. Please call Jim to schedule. Thank you. Fed r v s & 11 alth I)elaai•tincntrls,iistazzt TOWN OF NORTH ANDOVER Health Department 1.600 Osgood Street Building 20,Suite 2-36 North Andover,MA 01845 978.688.9540-Phone 978.688.8475-Fax 1�c E-mail Ilc: l�� C>tcvwlall� cc~tla ��Gaa7� C�ttl //�v vv✓lr t cr ox t h xlc o v�. .g,i /i�a x/h dex-Vvebsite. Notes. If copied to BOHMembers—Reference Copy Only—no response requested at this time 1