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INSPECTOR CHECKLIST - mound <br /> Iopside Addition <br /> WELL setbacks: • 20'to pressure tested sewer line (5 psi for 15 min) <br /> 50'to everything 100'to dispersal area with shallow well <br /> PROPERTY LINES setback: 10'to everything <br /> Road setback: platted: 10'prop tine. Metes Es bounds: out of road easement, or outer ditch. <br /> LAKE/BLUFF setback: 20'for bluff. Lakes: GD RD_, NE Protected wetland <br /> .__. Building setbacks: 10'for everything, 20'for dispersal area. <br /> WATER LINE under pressure sr 10'to bed,tank Et sewer line. (else sewer line> 12"below) <br /> ElSewer line&baffle connection (no 90's, 3'between 45's, slope min 1"in 8', max 2"in 8') <br /> (no depth req's, clean out every 100', Sch 40 pipe) <br /> Septic tank and risers (water tight, insulated, proper depth,existing verified by pumping) <br /> mfq 2250 gallons none <br /> Riser over outlet, riser over inlet or center,and 6"+inspection pipe over any remaining baffles. <br /> _ No effluent filter ti alarm <br /> Dose tank risers and piping (water tight, insulated,proper depth, drainback) <br /> mfg 1300 gallons <br /> dose pump 36 gpm ######head VERIFY PUMP CURVE #####min ON ###### hr OFF <br /> float setting drop ##### inches at 25.5 gpi "DESIGNED" ##### inches approx float tether length <br /> ##### gal dose divided by gpi "INSTALLED". inches float drop(field corrected <br /> LABEL pump requirements and drawdown on riser or panel <br /> Cam lock reachable from grade- 30"max. J-hook weep hole. Supply line access (no hard 90's) <br /> 2.0 Inch supply pipe:Sch40, sloped 1/8"+, supported by 4"sch40 sleeve or compacted, and buried 6"+. <br /> splice box/control panel/ electrical connections <br /> flaw measurement: CT, ETM, time dosed, home water meter <br /> mound absorption area rough up <br /> mound rock dimensions 10.0 X 63.0 <br /> Sand lift depth 20 inches. (Jar test:2"sand leaves < 1/8"silt after 30 min) <br /> El Absorption Sand beyond rock 0.0 upslope 10.0 downslope <br /> Germed topsoil beyond rockbed 13 upslope 12 sideslope 17 downslope <br /> cover depth of 12-18"+ VERIFY <br /> 3 laterals (1-2'from edge of rock) <br /> — 2.00 inch pipe size (Sch40 pipe f&fittings) <br /> 3.0 ft lateral spacing <br /> 7/32 inch perforations <br /> 3.0 ft perforation spacing <br /> Air inlet at end of laterals, and at top feed manifold if necessary. VERIFY <br /> clean outs (no hard 90's) <br /> 4"inspection pipe to bottom of rock, anchored VERIFY <br /> Abandon existing system-if necessary Re-use existing tank certification <br /> monitoring plan and type <br /> well abandonment form -if necessary <br />