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INSPECTOR CHECKLIST - mound <br /> 1641U Iox street <br /> EiWELL setbacks: 20'to pressure tested sewer line (5 psi for 15 min) <br /> -1 50'to everything 100'to dispersal area with shallow well <br /> f PROPERTY LINES setback: 10'to everything <br /> -1 Road setback: platted: 10'prop line. Metes ft bounds: out of road easement, or outer ditch. <br /> LAKE BEI"FT setback: 20'for bluff, Lakes: GD , RD_, NE . Protected Protected wetland_. <br /> Building setbacks: 10'for everything, 20'for dispersal area. <br /> .d WA FER LINE under pressure sl 10'to bed,tank Et sewer line. (else sewer line > 12"below) <br /> E] Sewer line Et 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 /> ESeptic tank and risers (water tight, insulated, proper depth, existing verified by pumping) <br /> mfg 2250 gallons none <br /> Riser over outlet, riser over inlet or center, and 6"+inspection pipe over any remaining baffles. <br /> No effluent fitter&alarm <br /> — <br /> Dose tank risers and piping (water tight, insulated, proper depth, drainback) <br /> — <br /> mfg 1300 gallons <br /> L_ dose pump 29 gpm 25 head VERIFY PUMP CURVE 5.9 min ON 9 hr OFF <br /> El float setting drop 6.7 inches at 25.5 gpi "DESIGNED" 4,4 inches approx float tether length <br /> 171.0 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 /> flow measurement: CT, ETM, time dosed, home water meter <br /> mound absorption area rough up <br /> mound rock dimensions 10.0 X 50.0 <br /> Sand lift depth 12 inches. (Jar test: 2"sand leaves < 1/8"silt after 30 min) <br /> ElAbsorption Sand beyond rock 0.0 upstope 10.0 downslope <br /> Bermed topsoil beyond rockbed 10 upslope 12 sideslope 20 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 a fittings) <br /> 3.0 ft lateral spacing <br /> 7 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 existingsystem -if necessary y Re•use existing tank certification <br /> monitoring plan and type <br /> well abandonment form - if necessary <br />