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Installer Summary <br />2250 gallon Septic tank (minimum) Tank options: none <br />:)u7o Barger CanK W1 U1 muiupre comps LanKs <br />1250 gallon Dose tank (minimum) at 25.49 gpi <br />19 GPM C ##### ft. of head, Pump required <br />###### inch swing on Demand float which translates to roughly ##### inches of float tether length <br />if time dosing is required --> ##### minutes ON time Ft ##### hours OFF time <br />###### inches from bottom of tank to "pump ON" float, or �12 inches to "timer ON" float <br />###### inches from bottom of tank to "Hi Level Alarm" or # inches to "Hi Level alarm" if time dosed <br />�ft. of 2.0 inch supply Line with end feed manifold connection <br />24 inch, or 2.0 ft. Sand Lift Mound (Tip: "top feed" manifold to control drainback) <br />10.0 ft. wide by 32.0 ft. long Rock bed <br />3 laterals 2.00 inch diameter 30.0 ft. tong 3.0 ft. lateral spacing <br />7/32 inch perfs 3.0 ft. perforation spacing <br />No jEfftuent fitter li alarm <br />3 clean out Et valve box assemblies <br />27.0 <br />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 />Upstope berm _ i <br />2.0 11 Clean sand lift <br />1.0 <br />�Lirniting Condition <br />Depth to Limiting <br />Absori)tion Width 1 27. <br />berm 28 <br />12" cover- on sides <br />(6" loamy cap & 6" topsoil) <br />Note:_ ' <br />For 0 to 1% slopes, Absorption W dth is measured from the Bedequally in both directions. <br />For slopes >1%, Absorption Wrdtfi is measured downhill from the upslope edge of the Bed. <br />Rock Bed: 11.0 Yd or *1.4= 15 ton <br />Mound Sand: 183 yd3 or *1.4= 256 ton <br />Loamy Cap: 58 Yd or *1.4= 81 ton <br />Topsoil- 67 yd or *1.4= 94 ton <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 />