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Installer Summary <br /> 2250 gallon Septic tank (minimum) Tank options: none <br /> 3u7o target tank wrur rnutupte comp/Lanns <br /> 1300 gallon Dose tank (minimum) at 25.49 ;pi <br /> 36 GPM® 21 ft. of head, Pump required <br /> 7.7 inch swing on Demand float which translates to roughly 4.9 inches of float tether length <br /> if time dosing is required --> 5.5 minutes ON time a 9 hours OFF time <br /> 20 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"float <br /> 23 inches from bottom of tank to"Hi Level Alarm"or 33 inches to"Hi level alarm" if time dosed <br /> 50 ft. of 2.0 inch supply line with end feed manifold connection <br /> (Tip: "top feed" manifold to control drainback) <br /> 24 inch, or 2.0 ft. Sand Lift Mound <br /> 9.9 ft. wide by 63.0 ft. long Rock bed <br /> 3 laterals 2.00 inch diameter 61.0 ft. long 3.0 ft. lateral spacing <br /> 7/32 inch perfs 3.0 ft. perforation spacing <br /> No Effluent filter E.alarm <br /> 3 clean out a valve box assemblies <br /> 26.8 ft.Total sand ABSORPTION width (minimum) <br /> 0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) <br /> 16.9 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 16 ft. sideslope berms <br /> 3:1 downslope 30 ft. downslope berm <br /> 4" inspection pipe <br /> 18" cover on top <br /> {Upstope berm 10 Downstope berm 30 <br /> } <br /> 12" cover on sides <br /> • <br /> (6"Icarny cap&6"topsoilj <br /> 2.0 Clean sand lift <br /> 1.0 Depth to Limiting <br /> �ir�7�tirlc f_c� __ _�__ <br /> r3ditiorl _._....__.._ <br /> Absorption Width 26.8 — <br /> Note: <br /> For 0 to 1%slopes, Absorption Width is measured from the Bee/equally 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 6 inches under pipe <br /> Mound Sand: 367 yd3 or*1.4= 514 ton calculation based on 3:1/4:1 slope from top of rockbe <br /> Loamy Cap: 93 yd3 or*1.4= 130 ton 6"deep <br /> Topsoil: 106 yd3 or*1.4= 148 ton 6"deep <br />