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Installer Summary <br /> 12�K?gaffbn 5eptfc tank(mfnfmuml Munipte tanks or compartment regtf <br /> 100(0 gallon Dose tank(minimum) at approximately 25.00 gpi <br /> R. <br /> ]inches <br /> GPM @ 12 ft. of head, Pump required <br /> 4.7inch swing on Demand float or 4.1 minutes ON time fr 5.9 hours OFF time <br /> 17inches from bottom of tank to pump ON"float, or 15 inches to"timer ON"float <br /> 20 from bottom of tank to"Hi Level Alarm"float <br /> 30 ft, of 2_0 inch suWLy tine with end feed manifold connection <br /> M <br /> inch, or 1.50 ft. Sand Lift Mound <br /> ft gide by 37.5 ft lag .Rack bedlaterals 2.00 inch diameter 35.5 ft. tong 3.0 ft. lateral spacing <br /> inch perfs 3.0 ft. perforation spacing <br /> No I Effluent fitter It alarm <br /> 3 clean out tt valve box assemblies <br /> 27.0 ft.Totat sand ABSORPTION width (minimum) <br /> 0.0 ft. upslope and sidestope (sand beyond rockbed) <br /> 17.0 ft. Downslope (sand beyond rockbed) <br /> 4:1 slope ratio, gives BERM widths (topsoil beyond rockbed)of: <br /> 11 ft. upslope berm <br /> 17 ft, sideslgpe berms <br /> 23 ft. downslope berm <br /> 4" inspection pipe <br /> Ur��weir orn top bean �� Nnniopebeano CK] <br /> I Z"Cnwr an sides <br /> WbMWYCqP&G" <br /> 1.50 Clean sand lift <br /> _ _ _ 1.50 Depth to Limiting <br /> R . <br /> limiting Condi6& — --------------A <br /> Absorption Width 27.0 ————-- ——————_ —_ <br /> tom: <br /> FOf 0 tO 1%stapes,.A15OPsilW Wkft is aneasured from the Andequaky in both dirmtkms. <br /> Fair Stopes>1%„AbsopMn WA&is measured downtAt frimn time ejfope edge of the&,d <br /> Bock Bed: 17 Y&or*1.4- 24 tm 9 bKhes under pipe <br /> Mound Sand: 113 ye or*T.4= 158 ton calculation based on 3:1/4:1 slope from top of rockbe <br /> Loamry Cap: 60 yd or*1.4= 84 ton 6"deep <br /> Topsoil: 70 Yd or"1.4= 98 ton 6"deep <br />