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' i <br /> Installer Summary <br /> 12250 'gallon Septic tank(minimum) Tank options: none <br /> iva,tdtgei Ldr1K WWI mu►upte Lump,lanK! <br /> 11300 'gallon Dose tank (minimum) at 25.49 gpi <br /> 36 GPM @ ##### 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& ##### 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 /> l Ift. of , 2.0 inch supply line withlend 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. 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 fitter&alarm <br /> 3 clean out&valve box assemblies <br /> 20.0 ft.Total sand ABSORPTION width (minimum) <br /> 0.0 ft. upslope and sidestope (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 upstope ratio 13 ft. upstope berm <br /> 3:1 sidestope 12 ft. sidestope berms <br /> 3:1 downslope 17 ft. downslope berm <br /> 4"inspection pipe <br /> 18"cover on top <br /> L7cieanEt <br /> slope berm 13 Downslope berm 17 <br /> _ _ C_ond_,1 1.3 Depth to Limiting <br /> LimitingCondition �"'------- --_,— <br /> Absorption Width 120.0" -- -- -- _----- <br /> __ <br /> ( <br /> Note: <br /> For 0 to 1%slopes, Absorption NHdth is measured from the Der/equally in both directions. <br /> For slopes >1%, Absorption N7dth 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: 180 yd3 or•1.4= 253 ton calculation based on 3:1/4:1 slope from top of rockbe <br /> Loamy Cap: 67 yd3 or 1.4w .. 94 ton 6"deep <br /> Topsoil: 78 yd3 or"1.4= 109 ton 6"deep <br />