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Installer Summary <br />2250 gallon Septic tank (minimum) Tank options: Multiple tanks or compartments req'd <br />3u7o targer EanK wlEn mutnpLe COMP/ EanKs <br />1 2507 gallon Dose tank (minimum) at 41.67 gpi <br />36 JGPM @ 22 ft. of head, Pump required <br />5.2 inch swing on Demand float which translates to roughly 3.6 inches of float tether length <br />17 inches from bottom of tank to "pump ON" float, or <br />20 inches from bottom of tank to "Hi LeveL Alarm" or <br />177 ft. of 2.0 inch supply line with end feed man <br />(Tip <br />onat i ime posing ot: <br />6.1 minutes ON <br />8.5 hours OFF <br />12 inches to "timer ON" float <br />30 inches to "Hi level" float <br />'old connection <br />"top feed" manifold to control drainbackl <br />22 inch, or 1.8 ft. Sand Lift Mound <br />10.0 ft. wide by 63.0 ft. Long Rock bed <br />3 laterals 2.00 inch diameter 61.0 ft. Long =ft. lateral spacing <br />7/32 inch perfs 3.0 ft. perforation spacing <br />No Effluent filter Et alarm <br />3 clean out Et valve box assemblies <br />27.D ft.Total sand ABSORPTION width (minimum) <br />OA ft. upslope and sideslope (sand beyond rockbed, minimum) <br />17.Q ft. Downslope (sand beyond rockbed, minimum) <br />Specific slope ratios give BERM widths (topsoil beyond rockbed) of: <br />4:1 upslope ratio 14 ft. upslope berm <br />4:1 sideslope 17 ft. sideslope berms <br />4:1 downslope 21 ft. downslope berm <br />4" inspection pipe <br />18" cover on top <br />L,Upslope berm 14 .I IJ Downslope berm z1 <br />12" cover on sides <br />(6" loamy cap & 6" topsoil) <br />1.8 11 Clean sand lift <br />1.2 Depth to Limiting <br />�i.rriitir� Conciitic,n —` --- --- <br />Absorption WidthI 27.0 —"-_---_— <br />Note: <br />For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both df rections. <br />For slopes 31%, Absorptfon Width is measured downhill from the upslope edge of the Bed <br />Rock Bed: 21.0 yd or*1.4- 29 ton <br />Mound Sand: 218 yd or *1.4= 305 ton <br />Loamy Cap: 85 yd or *1.4= 119 ton <br />Topsoil: 97 yd or *1.4= 136 ton <br />INSPECTOR CHECKLIST <br />6 inches under pipe <br />calculation based on 3:314:1 slope from top of rockbe <br />6" deep <br />6" deep <br />- mound <br />