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Installer Summary <br /> 2250 gallon Septic tank (minimum) Tank options: none <br /> Du7o targer LanK WW1 rnuiupre comp/Ulf Ks <br /> 1000 gallon Dose tank(minimum) at 34.00 gpi <br /> 29 GPM @ 23 ft. of head, Pump required <br /> 4.9 inch swing on Demand float which translates to roughly 3.5 inches of float tether length <br /> if time dosing is required --> 5.7 minutes ON time ft 9 hours OFF time <br /> 17 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"float <br /> 20 inches from bottom of tank to"Hi Level Alarm"or 30 inches to"Hi level alarm"if time dosed <br /> 95 ft. of 2.0 inch supply line with end feed manifold connection <br /> (Tip: "top feed"manifold to control drainback) <br /> 16 inch, or 1.3 ft. Sand Lift Mound <br /> 10.0 ft. wide by 50.0 ft. long Rock bed <br /> 3 laterals 2.00 inch diameter 48.0 ft. long 3.0 ft. lateral spacing <br /> 7/32 inch perfs 3.0 ft. perforation spacing <br /> No Effluent filter a=t alarm <br /> 3 clean out ft valve box assemblies <br /> 15.0 ft.Total sand ABSORPTION width (sand beyond rockbed) (minimum) <br /> 0.0 ft. upslope and sideslope <br /> 5.0 ft. Downslope <br /> Specific slope ratios give BERM widths (topsoil beyond rockbed)of: <br /> 4:1 upslope ratio 10 ft. upslope berm <br /> 4:1 sideslope 16 ft. sideslope berms <br /> 4:1 downslope 22 ft. downslope berm <br /> 4' inspection pipe <br /> 18" cover on top <br /> <Upslope berm 10 } ,< Downslope berm 22 ) <br /> 1(62...'10' cover sides <br /> . amy cnpon&6"topsoil) <br /> 1.3 Clean sand lift <br /> 1.7 I epLP 1.,2 L n'Iting <br /> Limiting CondiTi_r; <br /> 15.0 ' _ __ _- - <br /> Absorption Width - - — - <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: 17.0 yd3 or*1.4= 24 ton 6 inches under pipe <br /> Mound Sand: 166 yd3 or*1.4= 232 ton calculation based on 3:1/4:1 slope from top of rockbel <br /> Loamy Cap: 66 yd3 or*1.4= 92 ton 6"deep <br /> Topsoil: 77 yd3 or*1.4= 108 ton 6"deep <br />