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Installer Summary <br />2250 gallon Septic tank (minimum) Tank options: none <br />euro Barger CanK wiLn rnuLupie camp/ Lan KS <br />1250 gallon Dose tank (minimum) at 25.49 gpi <br />29 GPM @ 61 ft. of head, Pump required <br />7.7 inch swing on Demand float which translates to roughly 4.9 inches of float tether length <br />uptionaL i ime nosing or: <br />6.7 minutes ON <br />20 inches from bottom of tank to "pump ON" float, or 8.5 hours OFF <br />23 1 inches from bottom of tank to "Hi Level Alarm" or 12 inches to "timer ON" float <br />33 inches to "Hi level" float <br />265 ft. of 2.0 inch supply line with end feed manifold connection <br />(Tip: "top feed" manifold to control drainback) <br />12 inch, or 1.0 ft. Sand Lift Mound <br />10.0 ft. wide by 50.0 ft. long Rock bed <br />3 laterals 2.00 inch diameter 48.0 ft. long -3 0 ft. lateral spacing <br />7132 inch perfs 3.0 ft. perforation spacing <br />No Effluent filter Et alarm <br />3 clean out & valve box assemblies <br />F-2-7707 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 ratio10 ft. upslope berm <br />4:1 sideslope 13 ft. sideslope berms <br />4:1 downslope 21 ft. downslope berm <br />4" inspection pipe <br />18" cover on top <br />L, Upslope berm F 10 J i, Downsloae bene 21 <br />12" cover on sides <br />(4" loamy cap & 6" topsoil) <br />1.0 11 Clean sand lift <br />2.2Depth to Limiting <br />Lirnition <br />ng Cdition—— ----- --- —�- <br />Absorption Width 27.0 -------_—__ <br />Note: <br />For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. <br />For slopes >1%, Absorption MUM? is measured downhill from the upslope edge of the Bed. <br />Rock Bed: 17.0 yd or *1.4= 24 ton <br />Mound Sand: 93 yd or *1.4= 130 ton <br />Loamy Cap: 60 yd3 or *1.4= 84 ton <br />Topsoil: 70 yd3 or *1.4= 98 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 />