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Installer Summary <br />2250 gallon Septic tank (minimum) Tank options: none <br />:)u7o Larger SanK wILn rnutLrpte comptLanKs <br />1300 gallon Dose tank (minimum) at 25.49 gpi <br />36 GPM @ =ft. of head, Pump required <br />8.4 1 inch swing on Demand float which translates to roughly 5.2 inches of float tether length <br />if time dosing is required --y5.9 minutes ON time It ®hours OFF time <br />20 inches 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 1 33 1 inches to "Hi level alarm" if time dosed <br />150 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 E611.0ft. long F3.0ft. lateral spacing <br />7/32 inch perfs 3.0 ft. perforation spacing <br />No Effluent filter Et alarm <br />=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 13 ft. upslope berm <br />3:1sideslope 13 jft. sideslope berms <br />4:1 downslope 1 22 Ift. downslope berm <br />4" inspection pipe <br />18" cover on top <br />Upslope berm =.I T 1� is Downslope berm 22 <br />12" cover on sides <br />(6" loamy cap &. 6" topsoil) <br />1.8 11 Clean sand lift <br />Depth to Limiting <br />L117T71 ng Condition — ------_------ <br />Absorption Width----.__y—.- <br />Note: <br />For 0 to 1% slopes, A6sorotion Width is measured from the Bedequally in both directions. <br />For slopes >1%, Absorption Widthis measured downhill from the upslope eche of the Bed. <br />Rock Bed: 21.0 yd or "*1.4= 29 ton 6 inches under pipe <br />Mound Sand: 221 yd3 or `1.4= 310 ton calculation based on 3:1/4:1 slope from top of rockbe+ <br />Loamy Cap: 78 yd or "1.4= 109 ton 6" deep <br />Topsoil: 89 yd or "1.4= 125 ton 6" deep <br />