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INSPECTOR CHECKLIST - mound <br /> 1/6U�horetine unve <br /> � WELL setbacks: 20'to pressure tested sewer line (5 psi for 15 min) <br /> 50'to everything 100'to dispersat area with shaltow well <br /> PROPERTY L.INES setback: 10'to everything <br /> Road secback: platted: 10'prop line. Metes 8 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 dispersat area. <br /> WATER L[NE under pressure se 10'to bed,tank&sewer(ine. (etse sewer tine> 12"below) <br /> � Sewer line&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 2250 gallons none <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, insulated, proper depth,drainback) <br /> mfg 1300 gallons <br /> � dose pump 36 gpm 15 head VERIFY PUMP CURVE 5.4 min ON 9 hr OFF <br /> � float setting drop 7.6 inches at 25.5 gpi "DESIGNED" 4.8 inches approx float tether length <br /> 193.0 gal dose divided by gpi "INSTALLED"II inches float drop(field corrected <br /> I.ABEL pump requirements and drawdown on riser or panet <br /> Cam lock reachabte 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"xh40 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 10.0 X 63.0 <br /> Sand lift depth 12 inches. (Jar test: 2"sand teaves< 1/8"silt after 30 min) <br /> � Absorption Sand beyond rock 0.0 upslope 5.0 downstope <br /> � Bermed topsoil beyond rakbed 8 upstope 13 sideslope 23 downslope <br /> cover depth of 12-18"+ VERIFY <br /> 3 laterals (1-2'from edge of rocky <br /> 2.00 inch pipe size (Sch40 pipe&ffttings) <br /> 3.0 ft tateral spacing <br /> 8 7132 inch perforations <br /> 3.0 ft pertoration spacing <br /> Air inlet at end of laterals, and at top feed manifold if netessary. VERIFY <br /> ctean 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 plan and type <br /> well abandonment form - if necessary <br />