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Installer Summary <br />2250 gallon Septic tank (minimum) Tank options: none <br />:Mb Larger LanK wrui rnuLuple comp/ LanKs <br />1300 gallon Dose tank (minimum) at 25.49 gpi <br />29 GPM 13 ft. of head, Pump required <br />E <br />6.1 linch swing on Demand float which translates to roughly 4.1 inches of float tether length <br />if time dosing is required - >5.4 minutes ON time l* 0hours OFF time <br />1$ inches from bottom of tank to "pump ON" float, or 12 inches to "timer ON" float <br />21 inches from bottom of tank to "Hi Level Alarm" or 1 31 jinches to "Hi level alarm" if time dosed <br />33 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 50.0 ft. long Rock bed <br />3 laterals 2.00 inch diameter =ft. long E3.0 ft. lateral spacing <br />7/32 inch perfs 3.0 ft. perforation spacing <br />No Effluent filter €t alarm <br />3 JcLean 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 13 ft. upslope berm <br />3:1sideslope 12 ft. sideslope berms <br />3:1 downslope 1 20 Ift. downslope berm <br />4" inspection pipe <br />18" cover on top <br />Upslope berm 13 . 1, Downslope berm 20 <br />12" cover on sides <br />(6" loamy cap & 6" topsoil) <br />1.7 11 Clean sand Lift <br />1.3 Depth to Limiting <br />Limiting Condition ---------•---__ <br />Absorption Width 27.0 — --- I --- _,____ <br />Note: <br />For 0 to 1 slopes, Absorption KYdth is measured from the Bedequalty in both directions. <br />For slopes >1%, Absvrptloo Width is measured downhilt from the upslope edge of the Bed <br />Rock Bed: 17.0 yd or *1.4= 24 ton <br />Mound Sand: 146 yd or "1.4= 205 ton <br />Loamy Cap: 61 yd3 or "1.4- 85 ton <br />Topsoil: 71 yd or •1.4= 99 ton <br />inches under pipe <br />calculation based on 3:1/4:1 slope from top of rockbe( <br />6" deep <br />6" deep <br />