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Installer Summary <br />1500 gallon Septic tank (minimum) Tank options: none <br />Dine larger tame wttn rnuiupte carne/ tanres <br />500 gallon Dose tank (minimum) at =gpi <br />29 GPM @ =ft. of head, Pump required <br />###### inch swing on Demand float which translates to roughly ##### inches of float tether length <br />if time dosing is required -->4.7 minutes ON time ti ®hours OFF time <br />###### inches from bottom of tank to "pump ON" float, or 1 12 linches to "timer ON" float <br />###### inches from bottom of tank to "Hi Level Alarm" or ##### inches to "Hi level alarm" if time dosed <br />127 ft. of =inch supply line with end feed manifold connection <br />(Tip: "top feed" manifold to control drainback) <br />18 inch, or 1.5 ft. Sand Lift Mound <br />10.0 ft. wide by 38.0 ft. long Rock bed <br />3 laterals 2.00 inch diameter 36.0 ft. long 3.0 ft. lateral spacing <br />1/4" inch perfs 3.0 ft. perforation spacing <br />No Effluent filter Et alarm <br />—3]clean out ft valve box assemblies <br />27.0 ft.Total sand ABSORPTION width (minimum) <br />0.0 ft. upslope and sidestope (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 Isidestope 13 Jft. sidestope berms <br />4:1 downslope 1 28 Ift. downslope berm <br />4" inspection pipe <br />1180" cover an top <br />U sla e berm 10 Downslope bene 28 <br />12" cover on sides <br />(6 loamy cap & 6" topsail) <br />1.5 Clean sand lift ��--.�� <br />Depth to Limiting <br />LimitingCondition —-- -----------__— <br />Absorption Width <br />Note: <br />For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. <br />For slopes >1%, Absovption Width is measured downhill from the upslope edge of the Bed. <br />Rock Bed: 13.0 yd or*1.4= 18 ton <br />Mound Sand: 161 yd or *1,4= 226 ton <br />Loamy Cap: 59 yd or *1.4= 83 ton <br />Topsoil: 69 yd or *1.4= 97 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 />