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,.. , v, , .v i �. aan❑ LII �. mouna <br />10.0 ft. wide by 63.0 ft. long Rock bed <br />3 laterals 2.p0 inch diameter 61.0 ft. long 3.0 ft. lateral spacing <br />7132 inch perfs 3.0 ft. perforation spacing <br />No Effluent filter Et alarm <br />3 Iclean out Et valve box assemblies <br />TO ft.Total sand ABSORPTION width (minimum) <br />0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) <br />17.0 ft. Downslope (sand beyond rockbed, minimum) <br />Specific slope ratios give BERM widths (topsoil beyond rockbed) of: <br />93:11 <br />upslope ratio 10 ft. upslope berm <br />sideslope 11 ft. sideslope berms <br />downslope 20 ft, downslope berm <br />4" inspection pipe <br />18" cover on top <br />Upslope berm [E]t <br />I 1.0 Clean sand lift <br />2_7 fjFDep�th to Limiting <br />Limiting Condition — —b-- <br />Absorption Width <br />berm DTI <br />12" cover on sides <br />(6" loamy cap 8c 6" topsoil <br />Mote: <br />For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. <br />For slopes >1%, Absorption Wdthis measured downhill from the upslope edge of the Aed. <br />Rock Bed: 21.0 yd or*1.4= 29 ton 6 inches under pipe <br />Mound Sand: 105 yd or *1.4= 147 ton calculation based on 3:114:1 slope from top of rockbe, <br />Loamy Cap: 65 yd or "1.4= 91 ton 6" deep <br />Topsoil: 76 yd or *1.4= 106 ton 6" deep <br />INSPECTOR CHECKLIST - mound <br />118p Mooney Lake 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 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 />WATER LINE under pressure se 10' to bed, tank Et sewer line. (else sewer line > 12" below) <br />Sewer line Et baffle connection (no 90's, T between 45's, slope min 1" 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 />