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'N/A <br /> 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 Et 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 Et sewer tine.(else sewer line> 12"below):. <br /> Sewer tine E tank connection (no hard 90's, tong sweep 90 or 2-45's, slope minimum 1"in 8'= 1%) <br /> (no depth reqs, clean out every 100', Sch 40 pipe) <br /> El Septic tank and risers (water tight risers, baffles, insulated, proper depth,existing verified by pumping) <br /> mfQ 2250 .. gallons. none <br /> R- iser over outlet, riser over inlet or center, and 6"+inspection pipe over any remaining baffles. <br /> No effluent filter Et alarm <br /> Dos- e tank, risers and piping (water tight risers,insulated, proper depth, drainback) <br /> mfg 1250 gallons <br /> Optional Time dosing of: <br /> - dose pump 36 gpm ######head VERIFY PUMP CURVE #####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 25.5 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 pipeSch40, sloped 1/8"+, supported by 4"sch40 sleeve or compacted, and buried 6"+. <br /> — s- plice box/control panel/ electrical connections <br /> - flow measurement: CT, ETM, time dosed, home water meter <br /> - mound absorption area rough up <br /> -- <br /> m- ound rock dimensions 10.0 X 62.5 <br /> Sand lift depth 24 inches. {Jar test : 2"sand leaves< 1/8"silt after 30 min) <br /> Absorption Sand beyond rock 0.0 upstope 10.0 downslope <br /> F-7 Bermed topsoil beyond rockbed 10 upslope 17. sidestope 34 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 /> 7/32 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 /> - w- ell abandonment form -if necessary <br />