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Installer Summary <br /> 2250 �alton Septic tank (minimum) Tank options: none <br /> �uro iaiger �ann wi�n tnuiup�e c�rn�r�ann5 <br /> 1300 gatlon dose tank (minimum) at 25.49 gpi <br /> 29 GPM C� 25 ft. of head, Pump required <br /> 6.6 inch swing on Demand float which translates to roughty 4.3 inches of ftoat tether length <br /> if time dosing is required --> 5.8 minutes ON time& �hours OFF time <br /> 19 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"float <br /> 22 inches from bottom of tank to"Hi Levet Alarm"or 32 inches to"Hi level alarm"if time dosed <br /> 110 ft. of 2.0 inch supply line with end feed manifold connection <br /> (Tip: "top feed" manifotd to control drainback} <br /> 24 inch, or 2.0 ft. Sand Lift Mound <br /> 10.0 ft. wide by 50.0 ft. tong Rock bed <br /> 3 laterals 2.00 inch diameter 48.0 ft. long 3.0 ft. laterat spacing <br /> 7/32 inch perfs 3.0 ft. perforation spacing <br /> No Effluent filter Et alarm <br /> 3 clean out 8 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. upstope berm <br /> 3:1 sideslope 14 ft. sideslope berms <br /> 4:1 downslope 23 ft. downslope berm <br /> 4" inspectian pipe <br /> 18" ca�er on top <br /> U slo e berm �3 Downslo e berm 23 <br /> �—.,�,_ -12" cover on sides <br /> (6"loamy cap&r5"topsoil) <br /> 2.0 Ctean sand tift <br /> � 1.0 Depth to Limitin� <br /> L9'mitingCdn'dition � _`___-----____ <br /> Absor tion Width 27•� ��^��—` ----------- <br /> Note: <br /> For 4 to 1�slopes, Absorption Width is measured from the Bedequally in both directions. <br /> FQr slo�es >1%, Absorption Width is measured downhilt from Che upslope edge of the Bed. <br /> Rock Bed: 17.0 Yd3 or*1.4= 24 ton 6 inches under pipe <br /> Mound Sand: 208 yd3 or"1.4= 292 ton calculation based on 3:1/4:1 slope from top of rockbe� <br /> Loamy Cap: 70 Yd3 or*1.4= 98 ton 6"deep <br /> TopsoiL• 80 yd3 or*1.4= 112 ton 6"deep <br />