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Installer Summary <br /> 2250 gallon Septic tank (minimum) Tank options: none <br /> Dux)Larger Lank witn muuiple comps cams <br /> 1250 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 /> Optional Time dosing of: <br /> #####minutes ON <br /> ###### inches from bottom of tank to"pump ON"float, or #### hours OFF <br /> ######inches from bottom of tank to"Hi Level Alarm"or 12 inches to"timer ON"float <br /> ##### inches to"Hi level"float <br /> ft. of ' 2.0 inch supply line with end feed manifold connection <br /> (Tip: "top feed" manifold to control drainback) <br /> 24 inch, or 2.0 ft. Sand Lift Mound <br /> 10.0 ft. wide by 62.5 ft. long Rock bed <br /> 3 laterals 2.00 inch diameter 60.5 ft. long 3.0 ft. lateral spacing <br /> 7/32 inch perfs 3.0 ft. perforation spacing <br /> No Effluent filter&alarm <br /> 3 clean out&valve box assemblies <br /> 20.0 ft.Total sand ABSORPTION width (minimum) <br /> 0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) <br /> 10.0 ft. Downslope (sand beyond rockbed, minimum) <br /> Specific slope ratios •ive BERM widths (topsoil beyond rockbed)of: <br /> 4:1 upslope ratio 10 ft. upslope berm <br /> 3:1 sideslope 17 ft. sideslope berms <br /> 4:1 downslope 34 ft. downslope berm <br /> 4"inspection pipe <br /> 18" cover on top <br /> {Upslope berm 10 y { Downslope berm 34 <br /> NM- <br /> I <br /> 12" cover on sides <br /> (6"loamy cap&6"topsoil) <br /> 2.0 Clears sand lift <br /> 1.0 Depth to Limiting_ <br /> Limiting Condition <br /> Absorption Width 20751 <br /> Note: <br /> For 0 to 1%slopes, Absorption Width is measured from the Bee/equally 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: 396 yd3 or*1.4= 555 ton calculation based on 3:1/4:1 slope from top of rockbe <br /> Loamy Cap: 103 yd3 or*1.4= 144 ton 6"deep <br /> Topsoil: 116 yd3 or*1.4= 162 ton 6"deep <br /> INSPECTOR CHECKLIST - mound <br />