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Designer Signawre wInNany -'-- --- <br />Installer Summary <br />2500 gallon Septic tank (minimum) <br />1500 gallon Dose tank (minimum) <br />Multiple tanks or compartment req'd <br />at approximately F31.00 gpi <br />71 GPM @ 26 ft. of head, Pump required <br />5.3 inch wring on Demand float <br />17 inches from bottom of tank to "pump ON" float <br />20 inches from bottom of tank to "Hi Level Alarm" float <br />75 ft. of 2.0 inch supply UnE with end feed manifold connection <br />22 inch, or 1.83 ft. Sand Lift Mound <br />10 ft. wide by 62.5 ft. long Rock bed <br />3 laterals 1.25 inch diameter 60.5 ft. long 3.0 ft. lateral spacing <br />7/32 inch perfs 3.0 ft. perforation spacing <br />YES Effluent filter ti alarm <br />3 Iclean out & valve box assemblies. <br />27.0 ft.Totat sand ABSORPTION width (minimum) <br />b.0 ft. upstope and sideslope (sand beyond rockbed) <br />17.0 ft. Downslope (sand beyond rockbed) <br />BERM widths (topsoil beyond rockbed) using 4:1 slope ratio <br />N10 ft. upstope berm <br />12 ft. sideslope berms <br />31 ft. downslope berm optional =ft. downslope @ 3:1 slope <br />4" inspection pipe <br />,,-- 18" cover on top <br />UDslope berm = <br />1.83 11 Clean saild lift <br />berm = <br />12" cover on sides <br />(6" loamy cap & 6" topsoil) <br />1.17 Depth to Limiting <br />Limiting Condition <br />— — — — Ahsorr3—ti on Width <br />Note: <br />For a to 1% slopes, Absorption Width is measured from the Bedequatly in both directions. <br />For scopes ?1%, Absorption Width is measured downhill from the upstope edge of the Bed. <br />Rock Bed: M21yd3 or "1.4= F34ton <br />Mound Sand: yd3 or'1.4= ton <br />Loamy Cap: yd3 or `1.4= ton <br />Topsoil: yd or'1.4= ton <br />