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Installer Summary <br />2250 gallon Septic tank (minimum) Tank options: none <br />uu7o Larger WILK wiui muLLipte corner ranres <br />1300 gallon Dose tank (minimum) at 25.49 gpi <br />36 GPM' <br />16 ft. of head, Pump required <br />7.8 inch swing on Demand float which translates to roughly 4.9 inches of float tether length <br />if time dosing is required S.b minutes ON time SL ®hours OFF time <br />20 linches from bottom of tank to "pump ON" float, or 12 inches to "timer ON" float <br />23 inches from bottom of tank to "Hi Level Alarm" or 33 inches to -Hi Level alarm" if time dosed <br />70 ft. of 2.0 inch supply line with end feed manifold connection <br />(Tip: "top feed" manifold to control drainback) <br />22 inch, or 1.8 ft. Sand Lift Mound <br />10.0 ft. wide by 63.0 ft. long Rock bed <br />3 laterals 2.00 inch diameter =ft. long F 3.0 ft. lateral spacing <br />7/32 inch perfs 3.0 ft. perforation spacing <br />No Effluent filter lx alarm <br />3 clean out i:t valve box assemblies <br />27.0 €t.Total sand ABSORPTION width (minimum) <br />0.0 fit. 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 12 ft. upslope berm <br />4:1 Isidestope 19 ft. sideslope berms <br />3:1 downslope 24 ft. downslope berm <br />4" inspection pipe <br />18" cover on top <br />Upslo e her12 <br />rn <br />---L� ..----.3I, 1, Dow slope benn- <br />12" cover on sides <br />(6,. loamy cap & b" topsoil) <br />1.8 Clean sand lift <br />1.2 Depth to Limiting <br />t.imitin� Condctfon , ` ` Absorption Width <br />Note: <br />For 4 to 1% slopes, Absorption Width is measured from the Bedecivally in both directions. <br />For slopes >1 %, Absorption Wldth 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: 271 yd'or *1.4= 379 ton calculation based on 3:1 /4:1 slope from top of rockbe, <br />Loamy Cap: 91 'yd 3 or *1.4= 127 ton 6" deep <br />Topsoil: 104 yd or *1.4= 146 ton 6" deep <br />