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Installer Summary <br />225D gallon Septic tank (minimum) Tank options: none <br />Uub Ldfger LanK wiui nruaupLe cUrnpf LaFIKs <br />1300 gallon Dose tank (minimum) at 25,48 gpi <br />36 GPM @ 27 ft. of head, Pump required <br />8.0 inch swing on Demand float which translates to roughly 5.0 inches of float tether length <br />if time dosing is required - 5.7 minutes ON time Ethours OFF time <br />20 inches from bottom of tank to "pump ON" float, or 12 Jinches to "timer ON" float <br />23 inches from bottom of tank to "Hi Level Alarm" or L 33 linches to "Hi level alarm" if time dosed <br />97 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. long 3.0 ft. lateral spacing <br />7/32 inch perfs 3.0 ft. perforation spacing <br />No Effluent filter ft 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. upslope berm <br />3:1 sideslope 13 ft. sideslope berms <br />3:1 downslope 27 ft. downslope berm <br />4" inspection pipe <br />18" cover on top <br />LJpslope berm 0 _l I. <br />1.2 11 Clean sand lift <br />Downstope berm 27 <br />12" cover on sides <br />(6" loarny cap & 6" topsoil) <br />_ _ _ Depth to Limiting <br />l_imrting Conditaorl <br />T— Absorption Width 27.0 ----- --------- <br />Note: <br />For 0 to 1% slopes, Absor tion Width is measured from the Bedequally in bath directions. <br />For slopes >1 %, A.hsorptfoI7 Width is measured downhill from the upslope edge of the Bed. <br />Rock Bed: 21.0 Yd3 or *11.4= 24 ton <br />Mound Sand: 235 yd3or*1.4= 329 ton <br />Loamy Cap: 88 yd' or *1.4= 123 ton <br />Topsoil: 91 103 or *1.4= 127 ton <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 />