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nidi, ui JIL. ]anO LITEmouno <br />ft. wide by ft. long Rock bedlaterals inch diameter 61.0 ft. long 3.0 ft. lateralspacing <br />inch perfs ft. perforation spacing <br />No Effluent filter Et alarm <br />3 clean out 8t valve box assemblies <br />27.0 ft.Total sand ABSORPTION width (minimum) <br />6.0 ft, upslope and sideslope (sand beyond rockbed, minimum) <br />7. <br />10 ft. Downslope (sand beyond rockbed, minimum) <br />Specific slope ratios give BERM widths (topsoil beyond rockbed) of: <br />4:1 upslope ratio 14 ft. upslope berm <br />3:1sideslope 1 13 Ift. sideslope berms <br />4.1 downslope 21 ft. downslope berm <br />4" inspection pipe <br />18" cover on top <br />berm LLI . I I n.,,.,., i--- t,e.,t, 21 <br />!!25j <br />cover on sides <br />amy cap & 6" topsail} <br />2.0 Clean sand Lift <br />1.0 depth to Limiting <br />Limiting Condition _ —-------- -- <br />r Absorption Width 27.0 `--Y-----------_--- <br />Note: <br />For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. <br />For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Bed. <br />Rock Bed: 21.0 yds or *1.4= 29 ton 6 inches under pipe <br />Mound Sand: 222 yd3 or *1.4= 310 ton calculation based on 3:1 /4:1 slope from top of rockbe <br />Loamy Cap: 78 yd3 or *1.4= 109 ton 6" deep <br />Topsoil: 89 yd' or "1.4= 125 ton 6" deep <br />INSPECTOR. CHECKLIST - mound <br />luzu Mooney Lake unve <br />WELL setbacks: 20' to pressure tested sewer line (5 psi for 15 min) <br />50' to everything 100' to dispersal area with shallow well <br />PROPERTY LINES setback: 10' to everything <br />Road setback: platted: 10' prop line. Metes Et 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 dispersal area. <br />WATERLINE under pressure sc 10' to bed, tank & sewer line. (else sewer line > 12" below) <br />F7Sewer line Et baffle connection (no 90's, T between 45's, slope min V in 8', max 2" in 8') <br />(no depth reqs, 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 Et alarm <br />Dose tank risers and piping (water tight, insulated, proper depth, drainback) <br />Mfg Linn cinnr nc <br />