Laserfiche WebLink
Installer Summary <br /> 2250 gallon Septic tank(minimum) Tank options: none <br /> xrA�arsler �anK wnn rnuuipie cvrnpi�a�n� <br /> 1300 gatlon Dose tank(minimum) at 24.49 gpi <br /> 36 GPM(� 26 ft. of head, Pump required <br /> 8.7 inch swing on Demand float which translates to roughly 5.4 inches of float tether length <br /> if time dosing is required•-> 5.9 minutes ON time& �hours OFF time <br /> 21 inches from bottom of tank to`pump ON"ftoat,ar 12 inches to'timer ON"ftoat <br /> 24 inches from bottom of tank to"Hi Level Atarm'or 34 inches to"Hi level atarm"if time dosed <br /> 142 ft, of 2.0 inch supply line with end feed manifotd cannection <br /> (Tip:"top feed"manifold to control drainback) <br /> 20 inch,or 1.7 ft. Sand lift Mound <br /> 10.Q ft.wide by 63.0 ft. long Rxk bed <br /> 3 laterals 2.00 inch diameter 61.0 ft. long 3.0 ft. lateralspacing <br /> 7/32 Inch perts 3.0 ft. perforation spacing <br /> No Effluent fllter 8 alarm <br /> 3 clean out 8 valve box assembties <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 tsand beyond rockbed, minimumi <br /> Specific stope ratios give BERM widths(topsoil beyond rockbed)of: <br /> 4:1 upslope ratio 11 ft.upstope berm <br /> 3:1 sideslope 13 ft.sideslope berms <br /> 3:1 downslope 22 ft.downslope berm <br /> 4"inspection pipe <br /> 18"cover on top <br /> U o berm �� Dawnst berm 2t <br /> -12"cover on sides <br /> {6"loemy cap dc 6"toPaoin <br /> 1.7 Ctean sand lift <br /> . 1_3 De�th ::> '_init�n� <br /> Limit������ond�[ion - - -_ - -- - --- --.- <br /> Absor tion Width zo.0 _ __ _. .._ _ . <br /> Note• <br /> For 0 to 1%stopes,,4ascv�ptton Nrydth is meawred from the Bedequalty in both directions. <br /> For slopes>1%, .4bsorptlon H�dth is measured downMll from the upstope edge of the Bed. <br /> Rock Bed: 21,p yd;or`1.4= 29 ton 6 inches under pipe <br /> Mound Sand: 200 yd'or`1.4= 280 ton catculation based on 3:7/4:1 slope from top of rockbe� <br /> Loamy Cap: 74 yd3 or"1.4= 104 ton 6"deep <br /> Topsoil: 86 yd;or•1.4= 120 ton 6"deep <br />