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Installer Summary <br />2250 gallon Septic tank (minimum) Tank options: Multiple tanks or compartments req'd <br />:lwc Larger LanK wlLn muLuipLe corripi ranres <br />125D gallon Dose tank (minimum) at 25.49 gpi <br />36 1 GPM @ 19 ft. of head, Pump required <br />7.8 inch swing on Demand float which translates to roughly 4,9 inches of float tether length <br />I Optional Time dosing ofd <br />5.a minutes ON <br />20 inches from bottom of tank to "pump ON" float, or 8.5 hours OFF <br />23 inches from bottom of tank to "Hi Level Alarm" or 12 inches to "timer ON" float <br />33 inches to "Hi level" float <br />62 ft. of 2,0 inch supply line with end feed manifold connection <br />(Tip: "top feed" manifold to control drainback) <br />24 inch, or 2,0 ft. Sand Lift Mound <br />10.0 ft. wide by 62.5 ft. long Rock bed <br />3 laterals 2.00 inch diameter 60.5 ft. long E3.0ft. lateral spacing <br />7/32 inch perfs 3.0 ft. perforation spacing <br />No Effluent filter Et alarm <br />3 clean out Ft valve box assemblies <br />27.0 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 />4:1 upslope ratio 12 ft. upslope berm <br />3:1 sideslope 14 ft, sideslope berms <br />4:1 downslope 28 ft. downslope berm <br />4" inspection pipe <br />18" cover on top <br />lJ slo a berm 12 i, Downslow berm F 28 <br />12" cover on sides <br />(6" loamy cap & 6" topsoil) <br />2.0 11 Clean sand lift <br />Depth to Limiting <br />Limiting Eondition — — — - <br />Absorption Width <br />Note: <br />For 0 to 1%slopes, Absorption Wldtb is measured from the BedegUally in both directions. <br />For slopes 2,,1%, Ahsorption 1Nrdthis measured downhill from the upslope edge of the Bed. <br />Rock Bed: 21.0 yd or*1.4= 29 ton <br />Mound Sand: 292 yd or *1.4= 408 ton <br />Loamy Cap: 89 yd or *1.4= 125 ton <br />Topsoil: 101 yd or *1.4= 141 ton <br />INSPECTOR CHECKLIST <br />6 inches under pipe <br />calculation based on 3:1/4:1 slope from top of rockbe <br />6" deep <br />6" deep <br />- mound <br />