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Installer Summary <br />2250 gallon Septic tank (minimum) Tank options: none <br />atm urger ianK wim MUMpte comer ranKs <br />1250 gallon Dose tank (minimum) at EDP' <br />36 JGPM @ 25 ft. of head, Pump required <br />8.1 inch swing on Demand float which translates to roughly 5.1 inches of float tether length <br />if time dosing is required -->5.8 minutes ON time li ®hours OFF time <br />20 inches from bottom of tank to "pump ON' float, or 12 1 Inches to 'timer Ohl' float <br />23 linches from bottom of tank to "Hi Level Alarm' or 133 Inches to 'Hi level alarm' if time dosed <br />=ft. of 2.Q inch supply Linc 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 63.0 ft. long Rock bed <br />3 laterals 2.00 Inch diameter =ft. Long =ft. lateral spacing <br />7/32 inch perfs 3.0 ft, perforation spacing <br />No lEfftuent filter & atarm <br />3 clean out ii 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 upstope ratio91ft. <br />ft. upslope berm <br />3:1 sidestope ft. sidestope berms <br />4:1 downslope downstope berm <br />4" inspection pipe <br />18" cover on top <br />berm 11 .IT 1� V Downstoae bean 23 <br />12" cover on sides <br />(6'" loamy cap & 6" topsoa) <br />1.5 Glean sand lift <br />_ _ 1`5 Depth to Limiting <br />Limiting Condition--------------.—_—�— <br />I Absorption Width <br />27.0 —~_ <br />Mote: <br />For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. <br />For slopes >1%, Abwrptton Wdth is measured downhill from the upslope edge of the Bed. <br />Rock Bed: 21.0 yd3 or `1.4= 29 ton <br />Mound Sand: 203 yd3 or *1.4= 284 ton <br />Loamy Cap: 76 yd3 or "1.4- 106 ton <br />Topsoil: 88 yd' or *1.4- 123 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 />