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Installer Summary <br />2250 gallon Septic tank (minimum) Tank options; Multiple tanks or compartments req'd <br />aux urger LanK win mutiipte comp/LanKs <br />1250 gallon Dose tank (minimum) at 25.49 gpi <br />36 GPM C F 44 ft. of head, Pump required <br />9.1 inch swing on Demand float which translates to roughly 5.6 inches of float tether length <br />Optional Time dosing of: <br />21 inches from bottom of tank to "pump ON" float, orM <br />hours OFF <br />24 inches from bottom of tank to "Hi Level Alarm" or inches to "timer ON" float <br />inches to "Hi level" float <br />=ft. of 2.0 inch supply Eine 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 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 Ft alarm <br />3 clean out Et 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 />4:1 sideslope 1 17 Ift. sideslope berms <br />4:1 downslope 1 23 ft. downslope berm <br />4" inspection pipe <br />18" cover on top <br />U sla e bean 11 V DownstODe berrn 23 <br />12" cover on sides <br />(6" loamy cap & 6" topsoil) <br />1.5 1 1 Clean sand lift <br />1.5 Depth to Limiting I <br />Limttin$ Condition --_- <br />Absorption Width <br />Note: <br />For 0 to 1% slopes, Absorption Width is measured from the Bedequally in bath 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 <br />Mound Sand: 220 yd3 or *1.4= 308 ton <br />Loamy Cap: 83 yd3 or *1.4= 116 ton <br />Topsoil: 95 yd3 or *1.4= 133 ton <br />INSPECTOR CHECKLIST <br />6 inches under pipe <br />calculation based on 3:1/4:1 slope from top of rockbe <br />6" deep <br />6" deep <br />- mound <br />