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Home My WebLink AboutMiscellaneous - 506 BOSTON STREET 8/25/2009 IAA"' d t a dA xoc aye raawx ' , � .4°4A YRJ PUBLIC HEALTH DEPARTMENT Community Development Division QNSITE WASTEWATER SYSTEM T TI LOCATION INFORMATION ADDRESS: 506 Boston Street MAP: 107D LOT: 79 INSTALLER: Peter Breen DESIGNER: Greg Hochmuth PLAN DATE: 12/10/08 BOH APPROVAL DATE ON PLAN: 1/28/09 INSPECTIONS TANK INSPECTION: 9 I) M DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: 9/10/09 DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS N/A Contractor reports any changes to design plan ® Existing septic tank properly abandoned ® Internal plumbing all to one building sewer ® Topography not appreciably altered Comments: SEPTIC TANK ® Building sewer in continuous grade, on compacted firm base N/A Cleanouts per plan JZ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ® 1500 gallon tank has been installed H-10 loading mono construction ® Water tightness of tank has been achieved by Visual testing ® Inlet tee installed, centered under access port 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townotnorthn,rtdover.corn Inspection Form June 2008 %'%0RT 1 16 fin^ y¢ta PUBLIC HEALTH DEPARTMENT Community Development Division ® Outlet tee installed, centered under access port (effluent filter) ® 24" inch cover to final grade installed over outlet access port ® Hydraulic cement around inlet & outlet Comments: 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: CONTROL PANEL ® Alarm & Pump are on separate circuits ® Alarm sounds when float is tripped ® Location of control panel: basement ® Alarm signal located inside: basement & kitchen Comments: 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.66$.9540 Fax 976.68$.8476 Web wwwv tawnotnortl�nndover_om Inspection Form June 2008 4' o �6 OAT 0I, PUBLIC HEALTH DEPARTMENT Community Development Division 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: OIL ABSORPTION SYSTEM (General) El 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 ® 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: SOIL ABSORPTION SYSTEM (Gravel-less Chambers) Brand and Model of Chamber: Standard Quick 4 Infiltrator Chambers ® Number of chambers per row: 9 ® Number of rows (trenches): 3 Comments: 27 Chambers total 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fox 978.688.8476 Web wwwW.towaofnorthondovr r.carn Inspection Form June 2008 4 sst. ' "`. QTACHU HU PUBLIC HEALTH DEPARTMENT Community Development Division BM = 91.90' BM 91.90' HR = 1.52' HR = 6.86' HI = 93.42' HI = 98.76' SYSTEM ELEVATIONS ROD ELEVATION AS-BLT INVERT ELEV DESIGN INVERT ELEV Benchmark Buildin Sewer OUT Septic Tank IN 5.84 87.23 87.27 Septic Tank OUT 6.04 87.03 87.02 Pump Chamber IN 6.06 87.01 87.00 Pump Chamber OUT 6.49 86.76 86.75 Distribution Box IN 1.25 97.34 97.32 Distribution Box OUT 1.28 97.13 97.15 Lateral 1 TOP 1.47 Lateral 1 INVERT 96.94 97.06 Lateral 2 TOP 2.34 Lateral 2 INVERT 96.07 96.06 Lateral 3 TOP 3.85 Lateral 3 INVERT 94.56 94.56 BED BOTTOM LAT 1 96.3 BED BOTTOM LAT 2 95.4 BED BOTTOM LAT 31 93.9 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978,688.9540 Fax 978.688.8476 Web www.towrnafnorth and over,corn Inspedion Form June 2008 O Tt 4ATED P? ww� r- CYO cuc.�uz e«ax.w �"` 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 -- ® Inground pool 10 20 -- ® Slab foundation 10 10 ® Deck, on footings, etc 5 10 -- ® Waterline 10 10 101 ® Private drinking well 75 1002 50 ® Irrigation well 75 100 ® Surface Water 25 50 ® Bordering Vegetated Wetland , Salt Marsh, Inland/Coastal Bank3 75 100 ® Wetlands bordering surface water supply or trib. (in Watershed) 150 150 ® Trib,to surface water supply 325 325 ® Public well 400 400 ® Interim Wellhead Prot.Area ® Reservoirs 400 400 • Drains (wat. supply/trib.) 50 1.00 • Drains (intercept g.w.) 25 50 • Drains (Other)Foundation 10(5) 20(10) • Drywells 20 25 1 Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance(NA 5.02). s 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,Mossochusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web Aww.towroLi or hhtindover.tnnl Inspection Form June 2008