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Installer Summary <br />2250 gallon Septic tank (minimum) Tank options: none <br />:)u7o Larger LanK wnn nruuipte comp/ Lan KS <br />1250 gallon Dose tank (minimum) at 25.49 gpi <br />36 GPM @ 32 ft. of head, Pump required <br />8.2 inch swing on Demand float which translates to roughly 5.1 inches of float tether length <br />Optional Time dosing of: <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 H12inches to "timer ON" float <br />inches to "Hi level" float <br />125 ft. of 2.0 inch supply line with end feed manifold connection <br />(Tip: "top feed" manifold to control drainback) <br />14 inch, or 1.2 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. tong =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 />17.0 ft. Downslope (sand beyond rockbed, minimum) <br />Specific slope ratios give BERM widths (topsoil beyond rockbed) of: <br />4:1 upslope ratio 9 ft. upstope berm <br />ffi <br />sideslope 15 ft. sideslope berms <br />downslope 1 24 Ift. downslope berm <br />4" inspection pipe <br />18" cover on top <br />Upslope berm 0 l z� <br />Ito Downslope berm 0 <br />12" cover on sides <br />{6" loamy cap & 6" topsoil) <br />1.2 Clean sand lift <br />_ 1.8 Depth to Limiting <br />t_imiting Condition — — — — _ _ <br />Absorption Width z7. -- - ----- <br />Note: <br />For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. <br />For slopes >1 %, Absorption Width is measured downhill from the upslope edge of the Bed <br />Rock Bed: 21.0 yd' or *1.4= 29 ton 6 inches under pipe <br />Mound Sand: 199 yd3 or *1.4= 279 ton calculation based on 3:114:1 slope from top of rockbe, <br />Loamy Cap: 78 yd or *1.4= 109 ton 6" deep <br />Topsoil: 89 yd or *1.4= 125 ton 6" deep <br />INSPECTOR CHECKLIST - mound <br />6135 Finenurst court <br />