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Installer Summary <br />2250 ,gallon Septic tank (minimum) Tank options: none <br />aux urger LanK WMI muMpte camp] CdnKs <br />1250 gallon Dose tank (minimum) at 25.49 gpi <br />36 GPM C 17 ft. of head, Pump required <br />7.7 linch 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 =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 1 33 linches to "Hi level alarm" if time dosed <br />55 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 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 jEfftuent filter ft alarm <br />3 clean out a 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 />3:1 sideslope 15 ft. sideslope berms <br />3:1 downslope 25 ft. downslope berm <br />4" inspection pipe <br />1$" cover on top <br />U gslc�pe berm 10 _ i � I . <br />1.7 11 Clean sand lift <br />—C, <br />miting Condition _ <br />--------------- <br />Depth to Limiting <br />Absorption Width <br />25 <br />12" cover on sides <br />(6" loamy cap & 6" topsoil) <br />Note: <br />For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. <br />For slopes >1%, Absorption W&M is measured downhill from the upslope edge of the Bed. <br />Rock Bed: 21.0 yd or*1.4= 29 ton <br />Mound Sand: 255 yd or *1.4= 357 ton <br />Loamy Cap: 82 yd or *1.4= 115 ton <br />Topsoil: 93 yd or *1.4= 130 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 />