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Installer Summary <br /> 2250 gallon Septic tank (minimum) Tank options: none <br /> aux larger lanK wnn muuIpie comp/lanKS <br /> 1300 gallon Dose tank (minimum) at 25.49 gpi <br /> 36 JGPM F 32 ft. of head, Pump required <br /> 8.6 inch swing on Demand float which translates to roughly 5.3 inches of float tether length <br /> if time dosing is required —F-6-—1minutes ON time ti hours OFF time <br /> 21 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"float <br /> 24 inches from bottom of tank to"Hi Level Alarm"or =inches to"Hi level alarm"if time dosed <br /> 185 ft. of r 2.0 inch supply tine with end feed manifold connection <br /> (Tip: "top feed"manifold to control drainback) <br /> 18 inch, or 1.5 ft. Sand Lift Mound <br /> 10.0 ft. wide by 63.0 ft. long Rock bed <br /> 3 laterals 2.00 inch diameter 61.0 ft. long 3.0 ft. lateral spacing <br /> 7/32 inch perfs 3.0 ft. perforation spacing <br /> No Effluent filter ti alarm <br /> 3 clean out a 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 ratio12 ft. upslope berm <br /> 4:1 sideslope 16 ft. sideslope berms <br /> 4:1 downstope 21 ft. downslope berm <br /> 4" inspection pipe <br /> 18" cover on top <br /> U slo berm 12 Downslope berm 21 <br /> 12" cover on sides <br /> (6"loamy cap&6"topsoil) <br /> 1.5 Clear,sand lift <br /> 1.5 Depth to .uniting <br /> Absorption Width z7.o Y <br /> Note: <br /> For 0 to 1%slopes, Absorption Width is measured from the Bedequally in both directions. <br /> For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Bed. <br /> Rock Bed: 21.0 yd or*1.4= 29 ton 6 inches under pipe <br /> Mound Sand: 192 yd or*1.4= 269 ton calculation based on 3:1/4:1 slope from top of rockbe, <br /> Loamy Cap: 79 yd or*1.4= 111 ton 6"deep <br /> Topsoil: 91 yd or*1.4= 127 ton 6"deep <br />