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INSPECTOR CHECKLIST - mound <br /> 114u wynamere Ka. <br /> 0 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 line. Metes£t 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 /> El WATER LINE under pressure st 10'to bed,tank 8 sewer line. (else sewer line> 12"below) <br /> El Sewer line It baffle connection (no 90s, 3'between 45's, slope min 1"in 8', max 2"in 8') <br /> (no depth reqs, clean out every 100', Sch 40 pipe) <br /> El Septic tank and risers (water tight, insulated,proper depth,existing verified by pumping) <br /> Mfg 2500 gallons Effluent fitter Et alarm req d <br /> Riser over outlet, riser over inlet or center,and 6"+inspection pipe over any remaining baffles. <br /> No effluent fitter 8t alarm <br /> Dose tank risers and piping (water tight, insulated, proper depth,drainback) <br /> Mfg 1250 gallons <br /> dose pump 38 gpm 21 head VERIFY PUMP CURVE 4.3 min ON 9 hr OFF <br /> float setting drop 6.8 inches at 24.0 gpi "DESIGNED" 4.4 inches approx float tether length <br /> 163.0 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 1b.0 X 50.0 <br /> Sand lift depth 18 inches. (Jar test: 2"sand leaves< 1/8"silt after 30 min) <br /> Absorption Sand beyond rock 0.0 upslope 10.0 downslope <br /> Bermed topsoil beyond rockbed 9 upslope 19 sideslope 36 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 It fittings) <br /> 3.0 ft lateral spacing <br /> B 1/4" 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 />