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Installer Summary <br />2000 gallon Septic tank (minimum) Tank options: Multiple tanks or compartments req'd <br />1000 gallon Dose tank (minimum) at 25.00 gpi <br />20 GPM C ##### ft. of head, Pump required <br />###### inch swing on Demand float which translates to roughly ##### inches of float tether length <br />1 vptional i ime posing ot: 1 <br />###### inches from bottom of tank to "pump ON" float, or##### hours OFF <br />###### inches from bottom of tank to "Hi Level Alarm" or 12 inches to "timer ON" float <br />##### inches to "Hi level" float <br />Oft. 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 26.0 ft. long Rock bed <br />3 laterals 2.00 inch diameter 24.0 ft. long =ft. lateral spacing <br />1/4" inch perfs 3.0 ft. perforation spacing <br />No Effluent filter Et alarm <br />3 clean out Ft valve box assemblies <br />20.0 ft.Total sand ABSORPTION width (minimum) <br />0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) <br />10.0 ft. Downslope (sand beyond rockbed, minimum) <br />Specific slope ratios give BERM widths (topsoil beyond rockbed) of: <br />4:1 upslope ratio 13 ft. upslope berm <br />3:1 sideslope 13 ft. sideslope berms <br />4:1 downslope 22 ft, downslope berm <br />4" inspection pipe <br />18" cover on top <br />lJpslape berm 13 JT 1� b Downslope berm z2 <br />12" cover on sides <br />(6" loamy cap & 6" topsoil) <br />2.0 11 Clean sand lift <br />_ 1.0 Depth to Limiting <br />Absorption Width 20.0 — - — — - — — - — — — — _ <br />Note: <br />For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. <br />For slopes >1%, Absorption Wdth is measured downhill from the upslope edge of the Bed. <br />Rock Bed: 9.0 yd or x`1.4= 13 ton <br />Mound Sand: 132 yd or *1.4= 184 ton <br />Loamy Cap: 44 yd or x`1.4= 62 ton <br />Topsoil: 52 yd3 or *1.4= 73 ton <br />INSPECTOR CHECKLIST <br />6!) 7tut)ps bay Koaa 5. <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 />