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Installer Summary <br />2250 gallon Septic tank (minimum) Tank options: Multiple tanks or compartments req'd <br />au70 Larger eanK WILn muLupLe comptL.anK5 <br />1250 gallon Dose tank (minimum) at 25.49 gpi <br />36 GPM C 1 23 Ift. of head, Pump required <br />7.8 inch swing on Demand float which translates to roughly 4.9 inches of float tether length <br />upu naL i ime aosrng or: <br />5.5 minutes ON <br />20 inches from bottom of tank to "pump ON" float, or 8.5 hours OFF <br />23 inches from bottom of tank to "Hi Level Alarm" or 12 inches to "timer ON" float <br />33 inches to "Hi level" float <br />65 ft. of 2.0 inch supply line with end feed manifold connection <br />(Tip: "top feed" manifold to control drainback) <br />16 inch, or 1.3 ft. Sand Lift Mound <br />9.9 ft. wide by 63.0 ft. long Rock bed <br />3 laterals 2.00 inch diameter 61.0 ft. long F 3.0 ft. lateral spacing <br />7/32 inch perfs 3.0 ft. perforation spacing <br />No Effluent filter li alarm <br />3 clean out Et valve box assemblies <br />26.8 ft.Total sand ABSORPTION width (minimum) <br />OA ft. upslope and sideslope (sand beyond rockbed, minimum) <br />16.9 ft. Downslope (sand beyond rockbed, minimum) <br />Specific slope ratios give BERM widths (topsoil beyond rockbed) of: <br />4:1 upslope ratio 4 Ift. upslope berm <br />3:1 Isideslope 14ft. sideslope berms <br />3:1 downslope 30 ft. downslope berm <br />4" inspection pipe <br />18" cover- on top <br />1, Upslope berm sl 1� b Downslope berm 30 <br />12" cover on sides <br />(6" loamy cap &6" topsail) <br />1.3 11 Clean sand lift <br />_ 1.7i3e3pth to Limiting <br />Limiting CQndition� — --_ <br />,Absorption Width <br />Note: <br />For 0 to 1% slopes, Absorption Width is measurer) from the bedequally in both directions. <br />For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Beed <br />Rock Bed: 21.0 yd or *1.4= 29 ton <br />Mound Sand: 255 yd or *1.4= 357 ton <br />Loamy Cap: 87 yd or X1.4= 122 ton <br />Topsoil: 99 yd or *1.4= 139 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 />