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INSPECTOR CHECKLIST - mound <br /> 4�u5 Augusta Screet <br /> � v�I:LL secbacks: 20'to pressure tested sewer tine (5 psi for 15 min) <br /> 5d'to everything 100'to dispersai area with shaUow well <br /> PROPERTY L[�F,S secback: 10'to everything <br /> Road setback: platted: 10'prop line. Metes& bounds: out of road easement, or outer ditch. <br /> L.AkG-BLL'FF s�cback: 20'for bluff. Lakes: GD_, RD_,, NE_. Protected wetland_. <br /> Building setbacks: 10'for everything, 20'for dispersat area. <br /> �'ATE.R LINE:unJer pressure sc 10'to bed,tank&sewer tine. (etse sewer tine > 12"below) <br /> � Sewer tine& baffte 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 10Q', Sch 40 pipe) <br /> � Septic tank and risers (water tight, insutated, prope�depth,existing verified by pumping) <br /> mfg 2250 gatlans none <br /> Riser over outlet, riser over intet or center, and 6"+inspection pipe over any remaining baffles. <br /> No effluent fitter Ft atarm <br /> Dose tank risers and piping (water tight, insutated, proper depth, drainback) <br /> mfg 1300 gallons <br /> � dose pump 36 gpm 16 head VERIFY PUMP CURVE 5.4 min ON 9 hr OFF <br /> � ftoat setting drop 7.6 inches at 25.5 gpi "DESIGI�EQ" 4.8 inches approx f(oat tether length <br /> 194.0 gal dose divided by gpi "INSTALLED"= inches float drop(fietd corrected <br /> LABEL pump requirements and drawdown on riser or panel <br /> Cam tock reachabte from grade - 30"max. J-h�k weep hote. Suppty tine atcess (no hard 90's) <br /> 2.0 inch supply pipe: Sch40, stoped 1/8"+, supported by 4"sch40 steeve or compacted, and buried 6"+. <br /> splice box / control panet / electricat connectians <br /> ftow measurement: CT, ETM, time dosed, home water meter <br /> mound absorption area rough up <br /> mound rock dimensions 10.0 X 62.5 <br /> Sand lift depth 18 inches. (Jar test : 2"sand leaves < 1/8"silt after 30 min) <br /> � Absorption Sand beyond rock 0.0 upstope 10.0 downslope <br /> � Bermed topsoil beyond rockbed 10 upstope 14 sidestope 27 downslope <br /> cover depth of 12-18"+ VERIFY <br /> 3 taterals (1-2'from edge of rock) <br /> 2.00 inch pipe size (Sch40 pipe&fittings) <br /> 3.0 ft lateralspacing <br /> 8 7/32 inch perforations <br /> 3.0 ft perforation spacing <br /> Air inlet at end of laterals, and at top feed manifotd if necessary. YERIFY <br /> dean outs (no hard 90's► <br /> 4"inspection pipe to bottom of rock, anchored VERIFY <br /> Abandon existing system - if necessary C�Re-use existing tank certification <br /> monitoring ptan and type <br /> well abandonment form - if necessary <br />