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Installer Summary <br />1500 Igattn Septic tank (minimum) Tank options: none <br />1250 gallon Dose tank (minimum) at 26.00 gpi <br />38 GPM 30 ft. of head, Pump required <br />7.1 inch swing on Demand float which translates to roughly 4.6 inches of float tether length <br />if time dosing is required -->4.9 minutes ON time Et =9 hours Orf time <br />19 inches from bottom of tank to "pump ON" float, or 12 inches to "timer ON" float <br />22 1 inches from bottom of tank to "Hi Level Alarm" or 32 inches to "Hi level alarm" if time dosed <br />210 ft. of F2.071nch 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 50.0 ft. long Rock bed <br />3 laterals 2.00 inch diameter 48.0 ft. long 3.0 ft. lateral spacing <br />1/4" inch perfs 1 3.0 Ift. 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 10 ft. upslope berm <br />4:1 sideslope16 ft. sideslope berms <br />4:1 downslope 1 23 Ift. downslope berm <br />inspection pipe <br />—18" cover on top <br />12" cover an sides <br />(6"loamy cap & 6"topsoil) <br />1.2 Clean sand lift <br />lDeptL8 <br />h to Llmitinv <br />Note: <br />For 0 to 1% slopes, absorption Width is measured from the BedequaLly in loth directions. <br />For slopes 11%, absorption Wdtbis measured downhill from the upslope edge of the Bed. <br />Rock Bed: A7yd <br />yd'or'1.4= 32 ton 9 inches under pipe <br />Mound Sand: yd' or "1.4= 223 to <br />calculation based on 3:1/4:1 slope from top of rockbe <br />Loamy Cap: yds or *1.4= 95 ton 6" deep <br />Topsoil: s or'1.4= 111 ton 6" deep <br />