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INSPECTOR CHECKUST - mound <br /> 4.iU tirown Koad�. <br /> � w`E[.L secbacks: 20'to pressure tested sewer line (5 psi for t5 min) <br /> 50'to everything 100'to dispersat area with shallow welt <br /> PROPERI'1'LINES ucback: 10'to everything <br /> Road secback: ptatted: 10'prop line. Metes F�bounds: ou[of road easement, or outer ditch. <br /> t,AKE i R[.C�1-'1� setback: 20'for bluff. Lakes: GD_, RD_, NE_. Protected wetland_. <br /> Buildin�setbacks: 10'for everything, 20'for dispersal area. <br /> �L'ATER LItiE under pressure sr 10'to bed,tank£t sewer line. (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, dean out every 100', Sch 40 pipe) <br /> � Septic tank and risers (water tight, insulated, proper depth,existing verified by pumping) <br /> mfg 2250 gallo�s none <br /> Riser over outlet, riser over inlet or center, and b"+ inspection pipe over any remaining bafftes. <br /> No efftuent filter&alarm <br /> Dose tank risers and piping (water tight, insulated, proper depth, drainback) <br /> mfg 1000 galtons <br /> � dose pump 29 gpm 14 head VERIFY PUMP CURVE 5.3 min ON 9 hr OFF <br /> � ftoat setting drop 6.2 inches at 25.0 gpi "DESIGNED" 4.1 inches approx float tether tength <br /> 154.0 gat dose divided by gpi "INSTALLED"= inches ftoat drop ffietd corrected <br /> LABEL pump requirements and drawdown on riser or panet <br /> Cam lock reachabte from grade - 30"max. J-hook weep hote. Suppty tine access �no hard 90's) <br /> 2.0 inch suppty pipe: Sch40, sloped 1/8"+, supported by 4"sch40 sleeve or compacted, and buried 6"-. <br /> splice box / control panel !etectrical connections <br /> flow measurement: CT, ETM, time dosed, home water meter <br /> mound absorption area rough up <br /> mound rock dimensions 10.0 X 50.0 <br /> Sand lift depth 18 inches. (Jar test : Z"sand leaves< i/8"silt after 30 minl <br /> � Absorption Sand beyond rock 0.0 upslope 10A downslope <br /> � Bermed topsoit beyond rockbed 4 upstope 14 sideslape 22 downslope <br /> cover depth of 12-18"+ VERIFY <br /> 3 laterats (1-2'from edge of rock) <br /> 2.00 inch pipe size (Sch40 pipe£�fittings) <br /> 3.0 ft tateral spacing <br /> 8 7/32 inch perforations <br /> 3.0 ft perforation spacing <br /> Air inlet at end of taterals, and at top feed manifotd if necessary. VERIFY <br /> clean outs (no hard 90's) <br /> 4"inspection pipe to bottom of rock, anchored VERtFY <br /> Abandon existing system - if necessary �Re-use existing tank certification <br /> monitoring plan and type <br /> wetl abandonment form - if necessary <br />