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� IN5PECTOR CHECKLIST - mound <br /> 1W tiayside I ran <br /> � W'ELt, setbacks: 20'to pressure tested sewer line (5 psi for 15 min) <br /> 50'to everything 100'to dispersal area with shatlow well <br /> PROPERTY LIKGS sctback: 10'to everything <br /> Road secback: platted: 10'prop line. Metes&bounds: out of road easement, or outer ditch. <br /> LAKE i BLI�'FF setback: 20'for bluff. Lakes: GD_, RD_, NE_. Protected wetland_. <br /> Buildin�setbacks: 10'for everything, 20'for dispersal area. <br /> WATER L1NE under prcssure se 10"to bed,tank&sewer line. (else sewer line� 12"below) <br /> � Sewer line£t 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 2000 gailons none <br /> Riser over outlet, riser over inlet or center, and 6"+inspection pipe over any remaining baffles. <br /> No effluent filter 6t atarm <br /> Dose tank risers and piping (water tight, insulated, proper depth, drainback) <br /> mfg 1000 gallons <br /> � dose pump 29 gpm 17 head VERIFY PUMP CURVE 4.6 min ON 9 hr OFF <br /> � float setting drop 5.3 inches at 25.0 gpi "DESIGNED" 3.7 inches approx float tether length <br /> 133.0 gal dose divided by gpi "INSTALIED"= inches float drop�field corrected <br /> LABEL pump requirements and drawdown on riser or panet <br /> Cam lock reachable from grade- 30"max. J-hook weep hole. Supply tine access (no hard 90's) <br /> 2.0 inch supply pipe: Sch40, sloped 1/8"+, supported by 4"sch40 sleeve ar compacted, and buried 6"f. <br /> splice box / control panel /electricat connections <br /> flow measurement: CT, ETM, time dosed, home water meter <br /> mound absorption area rough up <br /> mound rock dimensions 10.0 X 38.0 <br /> Sand lift depth 16 inches. (Jar test : 2"sand teaves< 1/8"silt after 30 min) <br /> � Absorption Sand beyond rock 0.0 upslope 10.0 downslope <br /> � Bermed topsoit beyond rockbed 10 upslope 12 sidestope 20 downslope <br /> cover depth of 12-18"+ VERIFY <br /> 3 taterats (1-2'from edge of rock) <br /> 2.00 inch pipe size (Sch40 pipe&fittings) <br /> 3.0 ft lateral spacing <br /> 8 1/4" inch perforations <br /> 3.0 ft pertoration 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 /> well abandonment form - if necessary <br />