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INSPECTOR CHECKLIST - mound <br /> -,oou west -arm Road <br /> E.Li sel cka: 20'to pressure tested sewer line (5 psi for 15 min) <br /> 50'to everything 100'to dispersal area with shallow well <br /> :,<i)i c:it i. ,. i LINLS, <br /> Nl:5 ;etnack: 10'to everything <br /> R,- sethacr.: platted: 10'prop line. Metes 8 bounds: cut of road easement. or outer ditch. <br /> r setback: 20'for bluff. Lakes: GD , RD , NE . Protected Protected wetland . <br /> . <br /> i i;,:J!,craw: 10'for everything, 20'for dispersal area. <br /> \k A ER LINE unLter pressure s.10'to bed,tank a sewer tine. (else sewer tine> 12"below) <br /> Sewer line E 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 /> mfg 1500 gallons none <br /> • Riser over outlet, riser over inlet or center, and 6"+ inspection pipe over any remaining baffles. <br /> No effluent filter it alarm <br /> Jose tank risers and piping (water tight, insulated, proper depth, drainback) <br /> mfg 1000 gallons <br /> dose pump 29 gpm 25 nead VERIFY PUMP CURVE 5.4 m:r.ON 9 nr OFF <br /> coat setting drop 6.2 inches at 25.0 gpi "DESIGNED" 4.1 inches approx float tether length <br /> 156.0 gal dose divided by gpi "INSTALLED"= inches float drop (field corrected <br /> _ ..ABEL pump requirements and drawdown on riser or panel <br /> Cam lock reachable from grace-30"max. J-hook weep hole. Supply line access (no hard 90's) <br /> 1 2.0 rich supply pipe: Sch40. sloped 1/8"+, supported by 4"sch40 sleeve or compacted, and buried 6"?. <br /> fl splice box / control panel /electrical connections <br /> flow measurement: CT, ETM, time dosed, home water meter <br /> f' mound absorption area rough up <br /> mound rock dimensions 10.0 X 38.0 <br /> Sand lift depth 20 inches. (Jar test : 2"sand Leaves< 1/8"silt after 30 min) <br /> Absorption Sand beyond rock 0.0 upslope 17.0 downslope <br /> Berme° topsoil beyond rockbed 12 upslope 13 sideslope 21 downslope <br /> cover oeptr.of 12.18"" VERIFY <br /> Laterals (1-2'from edge of rock) <br /> 2.00 ncrn pipe size (Sch40 pipe(i fittings) <br /> 3.0 ft lateral spacing <br /> 11,4 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 nerd 90'si <br /> 4'inspection pipe to bottom of rock, anchored VERIFY <br /> A.andon existing system if necessary ;Re-use existing tank certification <br /> monitoring plan and type <br /> welt abandonment form - if necessary <br />