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Installer Summary <br />2250 gallon Septic tank (minimum) Tank options: none <br />aUk Ldlger Ld11K WILn MULLlple curllp! Lan KS <br />125b gallon Dose tank (minimum) at LEO <br />36 GPM23 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 & hours OFF time <br />20 inches from bottom of tank to "pump ON" float, or LL12 dinches to "timer ON" float <br />23 inches from bottom of tank to "Hi Level Alarm" or 1 33 1 inches to "Hi level alarm" if time dosed <br />93 ft. of 2.0 inch supply line withend feed manifold connection <br />(Tip: "top feed" manifold to control drainback) <br />16 inch, or 1.3 ft. Sand Lift Mound <br />10.0 ft, wide by 63.0 ft. long Rock bed <br />3 laterals 2.00 inch diameter =ft. long 3.0 ft. lateral spacing <br />7132 inch perfs 3.0 ft. perforation spacing <br />No Effluent filter ft alarm <br />3 clean out ft valve box assemblies <br />27,0 ft.Total sand ABSORPTION width (minimum) <br />0.0 Tt. 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 />4:9 upslope ratio 10 ft. upslope berm <br />3:1 sideslope 12 ft. sideslope berms <br />4:1 downslope 22 ft. downslope berm <br />4" inspection pipe <br />18" cover on top <br />Upslope berm =--,, 1� L. Downsloae berm 2z <br />12" cover on sides <br />(6" loamy cap & 6" topsoil) <br />1.3 11 Clean sand lift <br />1.7 r <br />_ — <br />pth to Limiting <br />Limiting Condition Absorption Width 27.0 —� _--_—__ <br />Note: <br />For 0 to 1% slopes, Absorptian Width is measured from the Bedequally in both directions. <br />For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Berl <br />Rock Bed: 21.0 yd or *1.4= 29 ton <br />Mound Sand: 179 yd or *1.4= 251 ton <br />Loamy Cap: 71 yd or *1.4= 99 ton <br />Topsoil: 82 yd or *1.4= 115 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 />