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Installer Summary <br />2250 gallon Septic tank (minimum) Tank options: none <br />:Mb lafger LanK w1Ln mUtUple COMPILanKs <br />1250 gallon Dose tank (minimum) at 25.49 gpi <br />36 GPM @ 29 ft. of head, Pump required <br />8.7 inch swing on Demand float which translates to roughly 5.4 inches of float tether length <br />if time dosing is required -->6.2 minutes ON time €t hours OFF time <br />21 inches from bottom of tank to "pump ON" float, or 12 inches to "timer ON" float <br />24 inches from bottom of tank to "Hi Level Alarm" or 1 34 1 inches to "Hi level alarm" if time dosed <br />200 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 62.5 ft. long Rock bed <br />3 laterals 2.00 inch diameter 60.5 ft. long3.0 ft. lateral spacing <br />7/32 inch perfs 3.0 ft. perforation spacing <br />No Effluent filter Et 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.p ft. Downslope (sand beyond rockbed, minimum) <br />Specific slope ratios give BERM widths (topsoil beyond rockbed) of: <br />4:1 upslope ratio 10 ft. upslope berm <br />3:1 sideslope 13 ft. sideslope berms <br />4:1 downslope 1 28 ft. downslope berm <br />4" inspection pipe <br />18" cover on top <br />U slope berm =__,,j tr DovvnsloQe berm 28 <br />12" cover on sides <br />(6" loamy cap &. 6" topsoil) <br />1.5 11 Clean sand lift <br />Depth to Limiting <br />limiting Condition _---_ -- _ <br />_ Absorption Width <br />Note: <br />For 0 to 1% slopes, .absorption Width is measured from the Bedegually in both directions. <br />For slopes >T%, Absorptio" Width is measured downhill from the upslope edge of the Bed. <br />Rock Bed: 21.0 yd or *1.4= 29 ton <br />Mound Sand: 232 yd or*1.4= 324 ton <br />Loamy Cap: 83 yd or *1.4= 116 ton <br />Topsoil: 95 yd or *1.4= 133 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 />1 /,+5 rox Street <br />WELL setbacks: 20' to pressure tested sewer line (5 psi for 15 min) <br />50' to everything 100' to dispersal area with shallow well <br />