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WELL setbacks: 20'- 50' to sewer line req's MDH pressure test form (5 psi for 15 min) <br />50' to everything 100' to drainfield with shallow well <br />PROPERTY LINES setback: 10' to everything <br />Road setback: platted: 10' prop line. Metes & 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 10' to bed,tank & sewer line. (else sewer line > 12" below) <br />Sewer line & tank connection (no hard 90's, long sweep 90 or 2-45's, slope minimum 1" in 8' = 1%) <br />(no depth req's, clean out every 100', Sch 40 pipe) <br />Septic tank and risers (water tight risers, baffles, insulated, proper depth, existing verified by pumping) <br />Mfg 2000 gallons Multiple tanks or compartments req'd <br />Riser over outlet, riser over inlet or center, and 6"+ inspection pipe over any remaining baffles. <br />No effluent filter & alarm <br />Dose tank, risers and piping (water tight risers, insulated, proper depth, drainback) <br />mfg 1000 gallons <br />Optional Time dosing of: <br />dose pump 20 gpm ###### head VERIFY PUMP CURVE 1##### min ON ###### hr OFF <br />verify that installed "vertical lift from pump to laterals" is no more than design value of feet <br />float setting drop ##### inches at 25.0 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 / Hi Level Alarm <br />flow measurement: CT, ETM, time dosed, home water meter <br />mound absorption area rough up <br />mound rock dimensions 10.0 X 26.0 <br />Sand lift depth 24 inches. (Jar test : 2" sand leaves < 118" silt after 30 min) <br />F7 Absorption Sand beyond rock 0.0 upslope 10.0 downslope <br />Bermed topsoil beyond rockbed 13 upslope 13 sideslope 22 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 Et fittings) <br />3.0 ft lateral spacing <br />F-1 114" 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 <br />monitoring plan and type <br />well abandonment form - if necessary <br />r <br />Re -use existing tank certification <br />