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Installer Summary <br />2250 gallon Septic tank (minimum) Tank options: Multiple tanks or compartments req'd <br />u70 Larger LanK wiLn muMpLe comp/ Lan Ks <br />1250 gallon Dose tank (minimum) at 25.49 gpi <br />36 GPM C 23 ft. of head, Pump required <br />7.7 inch swing on Demand float which translates to roughly T. 97 inches of float tether length <br />Optional Time dosing of: <br />24 linches from bottom of tank to "pump ON" float, <br />orM <br />hours OFF <br />23 inches from bottom of tank to "Hi Level Alarm" or inches to "timer ON" float <br />inches to "Hi level" float <br />50 ft. of 2.0 inch supply line with end feed manifold connection <br />Tip: "top feed" manifold to control drainback) <br />22 inch, or 1.8 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. long =ft. lateral spacing <br />7/32 inch perfs 3.0 ft. perforation spacing <br />No Effluent filter Et alarm <br />3 clean out li valve box assemblies <br />20.0 ft.Totai sand ABSORPTION width (minimum) <br />FT57 ft. upslope and sideslope (sand beyond rockbed, minimum) <br />14.0 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 />3:1 sideslope 14 ft. sideslope berms <br />3 1 downslope 21 ft. downslope berm <br />4" inspection pipe <br />1$" cover on top <br />Upslope berm 14 . <br />l b DownsloQe berm z1 <br />12" cover on sides <br />6" loamy cap & 6" topsoil) <br />1.8 I I Clean sand lift <br />1 1.2 Depth to Limiting <br />Limiting Condition — — — — — -- — -- — <br />Absorption Width 20•0 —_------ --I-- - ---- _— _ <br />Note: <br />For 0 to 196 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 yd3 or *1.4= 29 ton <br />Mound Sand: 259 yd3 or *1.4= 363 ton <br />Loamy Cap: 72 yd3 or *1.4= 101 ton <br />Topsoil: 83 yd3 or *1.4= 116 ton <br />INSPECTOR CHECKLIST <br />8uu caKeview NarKway <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