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Installer Summary <br />2250 gallon Septic tank (minimum) Tank options: none <br />DU70 Larger rank cairn MUMPLe comps ranKS <br />1250 gallon Dose tank (minimum) at 25.49 gpi <br />36 JGPM @ 15 ft. of head, Pump required <br />7.6 inch swing on Demand float which translates to roughly 4.8 inches of float tether length <br />uptionat i ime aosing or: <br />a.4 minutes uN <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 />35 ft. of 2.0 inch supply line with end feed manifold connection <br />(Tip: "top feed" manifold to control drainback) <br />18 inch, or 1.5 ft. Sand Lift Mound <br />10.0 ft. wide by 63.0 ft. long Rock bed <br />3 laterals 2.00 inch diameter 61.0 ft. long3.0 ft. lateral spacing <br />7/32 inch perfs 3.0 ft. perforation spacing <br />No Effluent filter ft alarm <br />3 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 11 ft. upslope berm <br />3:1 sideslope 1 13 Ift. sideslope berms <br />4:1 downslope 1 25 ft. downslope berm <br />4" inspection pipe <br />T18" cower on top <br />berm 1 .I 1� i,, pownslooe berm z5 <br />12" cover on sides <br />(6" loamy cap & 6" topsoil) <br />1.5 i [Clean sand lift <br />Depth to Limiting <br />Limr`ting i~ondition — — <br />Absorotion 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 1'Widtti is measured downhill from the upslope edge of the Bed <br />Rock Bed: 21.0 yda or *1.4= 29 ton <br />Mound Sand: 217 yd or *1.4= 304 ton <br />Loamy Cap: 80 yd or *1.4= 112 ton <br />Topsoil: 91 yd or *1.4= 127 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 />