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Installer Summary <br /> 2250 gallon Septic tank (minimum) Tank options: none <br /> )ux target ianrc WW1 rnuuipre comp/units <br /> 1300 gallon Dose tank (minimum) at 25.49 gpi <br /> 36 GPM @ 26 ft. of head, Pump required <br /> 8.9 inch swing on Demand float which translates to roughly 5.5 inches of float tether length <br /> if time dosing is required --> 6.3 minutes ON time ft 9 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 34 inches to"Hi level alarm"if time dosed <br /> 227 ft. of 2.0 inch supply line with end feed manifold connection <br /> (Tip: "top feed" manifold to control drainback) <br /> 20 inch, or 1.7 ft. Sand Lift Mound <br /> 10.0 ft. wide by 63.0 ft. tong 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 is 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 11 ft. upslope berm <br /> 3:1 sideslope 13 ft. sideslope berms <br /> 4:1 downslope 26 ft. downslope berm <br /> 4" inspection pipe <br /> 18" cover on top <br /> K Upslope berm 11 Downslope berm 26 } <br /> --� 12" cover on sides <br /> • (6"loamy cap&6"topsoil) <br /> 1.7 Clean sand lift <br /> 1.3 Depth to Limiting <br /> Limiting Condition -------- <br /> Absorption <br /> { <br /> Absorption Width 27.0 <br /> Note: <br /> For 0 to 1% slopes, Absorption Width is measured from the Bedequalty in both directions. <br /> For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Bed. <br /> Rock Bed: 21.0 yd3 or•1.4= 29 ton 6 inches under pipe <br /> Mound Sand: 240 yd3 or*1.4= 336 ton calculation based on 3:1/4:1 slope from top of rockbe) <br /> Loamy Cap: 82 yd3 or*1.4= 115 ton 6"deep <br /> Topsoil: 93 yd3 or"1.4= 130 ton 6"deep <br />