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M <br />1611, UI �7 TC. ]ana LZTImouna <br />ft. wide byft. long Rock bed <br />laterals 2.00 inch diameter 61.0 ft. long 3.0 ft. lateral spacing <br />inch perfs 3.0 ft, perforation spacing <br />No Effluent filter Ft alarm <br />3 JcLean out & valve box assemblies <br />26.8 ft.Total sand ABSORPTION width (minimum) <br />0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) <br />16,9 ft. Downslope (sand beyond rockbed, minimum) <br />Specific slope ratios give BERM widths (topsoil beyond rockbed) of: <br />4:1 upslope ratio11 ft, upslope berm <br />3:1 sideslope 12 ft. sideslope berms <br />4:1 downslope 1 22 Ift. downslope berm <br />4" inspection pipe <br />cover on top <br />Upslope berm 11 .I L, Downslooe berm 22 <br />12" cover on sides <br />(6" loamy cap &.6" topsoil) <br />1.5 11 Clean sand lift <br />_ 1.5 Depth to Limiting <br />Limiting Condition --— — — — — — — — — — <br />Absor tion Width 26.$ — — — — — — — — — — — --` <br />Note: <br />Far 0 to 1%slopes, Absorption Width is measured from the Bedequally in both directions. <br />For slopes >1%, Absorption Wtdthis measured downhill from the upslope edge of the Bed. <br />Rock Bed: 21.0 yd3 or *1.4= 29 ton 6 inches under pipe <br />Mound Sand: 187 —yd 3 or *1,4= 261 ton calculation based on 3:114:1 slope from top of rockbe+ <br />Loamy Cap: 72 yd or *1.4= 101 ton 6" deep <br />Topsoil: 83 yd or *1.4= 116 ton 6" deep <br />INSPECTOR CHECKLIST - mound <br />11 3I Hunter Drive <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 Ft 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 />WATER LINE under pressure sc 10' to bed,tank ft sewer line. (else sewer line > 12" below) <br />❑ Sewer line Ft 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 64 inspection pipe over any remaining baffles. <br />No effluent filter Ft alarm <br />Dose tank risers and piping (water tight, insulated, proper depth, drainback) <br />Mfg jinn ..ii— <br />