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Installer Summary <br /> 2250 galton Septic tank (minimum� Tank options: none <br /> �ux, �arger tanK wi�n rnuwpie co�n�i�anrc� <br /> 1300 gallon Dose tank (minimum) at 25.49 gpi <br /> 36 GPM C� 16 ft. of head, Pump required <br /> 7.6 inch swing on Demand float which transtates to roughly 4.8 inches of float tether length <br /> if time dosing is required --> 5.4 minutes ON time£� �hours OFF time <br /> 20 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"float <br /> 23 inches from bottom of tank to"Ni Level Alarm"or 33 inches to"Hi level alarm" if time dosed <br /> 38 ft. of 2.0 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 62.5 ft. tong Rotk bed <br /> 3 laterals 2,00 inch diameter 60.5 ft. long 3.0 ft. lateral spacing <br /> 7/32 inch perfs 3.0 ft. perforation spacing <br /> No Effluent fitter Et alarm <br /> 3 clean out Et valve box assemblies <br /> 20.0 ft.Total sand ABSORPTION width (minimum� <br /> 0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) <br /> 10.0 ft. Downslope +sand beyond raek}�ecf, sninir��,m.; <br /> Specific stope ratios give BERM widths (topsoil beyond rockbed)of: <br /> 4:1 upstope ratio 10 ft. upstope berm <br /> 3:1 sideslope 14 ft. sideslope berms <br /> 3:1 downslope 27 ft. downstope berm <br /> 4" inspection pipe <br /> 18" cover on top <br /> U slo berm �� Dov�mslo e berm 27 <br /> 12" cover on sides <br /> (Ci"loarny cap&6"topsoil} <br /> 1.5 Cl�an sar�d !if� <br /> 1.5 �:�,:.'�� '; ;_ <br /> s... <br /> ; Absor tion.Width 20.0_ <br /> No[e: <br /> _._.�._..... <br /> For 0 ta 1%sEopes, Absorption Widlh is measured fron� the Bedequatly in both directions. <br /> Far slopes ?1�, .4bsorptron Width is measured downhitt from the upslope edge of the Bed. <br /> Rock Bed: 21.0 yd'or`1.4= Z9 ton 6 inches under pipe <br /> Mound Sand: 215 yd3 or'1.4= 301 tan calculation based on 3:1/4:1 slope from top of rockbe� <br /> Loamy Cap: 83 yd3 or`1.4= 116 ton 6"deep <br /> Topsoil: 95 yd'ar'1.4= 133 ton 6"deep <br />