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Installer Summary <br />2250 gallon Septic tank (minimum) Tank options: none <br />OU70 ldfger LanK WWI IVIULLlple comp/WHK5 <br />1250 gallon Dose tank (minimum) at 25.49 gpi <br />29 JGPM. @ 20 ft. of head, Pump required <br />6.5 inch swing. on Demand float which translates to roughly 4.3 inches of float tether length <br />I Optional Time dosing of.1 <br />n.i minutes ON <br />19 inches from bottom of tank to "pump ON" float, or 8.5 hours OFF <br />22 inches from bottom of tank to "Hi Level Alarm" or 12 inches to "timer ON" float <br />32 inches to "Hi level" float <br />95 ft. of 2.0 inch supply line with end feed manifold connection <br />(Tip: "top feed" manifold to control drainback) <br />20 inch, or 1.7 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 =ft. lateral spacing <br />7132 inch perfs 3.0 ft. perforation spacing <br />No Effluent filter it 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 10 ft. upslope berm <br />4:1 sideslope 18 ft. sideslope berms <br />4:1 downslope 1 30 Ift. downslope berm <br />4" inspection pipe <br />18" cover on top <br />10 <br />berm 1, Downstope ben -n 30 <br />12" cover on sides <br />(6" loamy cap & 6" topsoil) <br />1.7 11 Clean sand lift <br />Depth to Limiting <br />Limiting Condition --------- <br />Absorption Width 27.0-----y�- I-------_ -- _- <br />Note: <br />For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. <br />For slopes >1%, Ahsorptio7 Width is measured downhill from the upslope edge of the Bed <br />Rock Bed: 17.0 yd or *1.4= 24 ton <br />Mound Sand: 263 yd or "1.4= 368 ton <br />Loamy Cap; 84 yd or "1.4= 118 ton <br />Topsoil: 96 yd3 or "1.4= 134 ton <br />INSPECTOR CHECKLIST <br />bLn Ninehurst Court <br />6 inches under pipe <br />calculation based on 3:114:1 slope from top of rockbe <br />6" deep <br />6" deep <br />- mound <br />