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Instailer 5umrnary <br /> `2250; galion 5eptie tank(minimump 7'ank opfions; none <br /> �u�,�arger_unK w«n muiup�e cnmpi�anns <br /> �300 gatton Dose tank(minimum) at' Z5.49 gpi <br /> 29 GPM @ �ft of head, Pump requi�ed <br /> 7.8 finch swing;on Demand flaat. which Cran�lates to roughly 4.9 inches of#toat tather length <br /> if time dosing is required -> . 5.8' . miautes ON time& C�hours bFF Lime <br /> 20 inches from bottom of tank La"pump ON"ftoat, ar . , '�2 irtches to'Limer ON float <br /> 23 inches from bottom o#tank to"Hf Level Alartn'or 33 'nches to"Hi level'atarm' if dme.dosed <br /> 285 ft. of I:0 inch supply{inE with end feed manifold connection <br /> (Tip:'top f�ed"menifotd to confrol drainback) <br /> 1.6 ` ir�ch,or 1:3 ft. Sand lift.Mound <br /> 1Q.0. ft.wltk.by 50.0. ft. lor� Rock:bed <br /> 3 laterals 2:00. inch dinrt�ter �48�4 ft. tong; 3.0 ft. lateral spating <br /> 7/32 inth pecfs 3.0 perforatian spacing <br /> No Effluent fitter�alart�t� <br /> 3 ctean oui ft valve bax asssmblies <br /> 27.0: fL.To[al sand AB50RPTtON widEh (minfmum) <br /> 0.0 ft. upstape and sideslt�pe (sand`beyond rotkbed,minimu�n) <br /> 77.0 fL...Downsiope ts�rd bey4nd':i�#�uei3:�S�irnu�, <br /> Specif�slope rafios give BERM widfhs(topsoii bey�nd`rockbed)af: <br /> 4:1 upstope ratio 9 ,upstope berm _ <br /> 3:9 sidestcpe 13 .ft.sidesiope berms <br /> 3:1 cl6wn5iope 2Q; ft.dotwttslope be�m <br /> 4"inspection pipe <br /> 18"co�rer fln top <br /> � <br /> U berm _ Dov+msto be'rn� Zo <br /> 7 2"cover on sides <br /> (6"�oe�tt►y cap dc 6'topso� _ <br /> 9.3 �lear�sar�ct tifit <br /> 1.7 �F�-�.2 ��, Y, � <br /> � <br /> � <br /> ._ <br /> � <br /> ,�:.; _� ..� . � .. <br /> ,,� .. -�.._.. � <br /> !-„'# is +.`.'. E�r:_�Ci'i� . ,.�-.... ....;..�.._ ..... ..,.....__ _ _...�„._ - . � . <br /> i4bsa' �iot'11Atitlttt 27.0 "�R _. _ _.. _. ._ ._. T ..__ , <br /> Note: <br /> �or 0 Co 1%s(opes,.4bsarption Wldth is measured from ct�Bedeqctatty+in bott�direct�ons, <br /> Far stnpes���,Absra►ptlan:�fd,th is rneasured downhiit �rom the upslope edge;af the Beoi' <br /> R�k Bed: 17.0 Yd3 or'i:� 24 ton - 6 incMes underpipe <br /> t,Aound Sand:. 163 Yd'or'1.4=; � � cattulatiort based ot�3:1/4:1 slqpe from iop of�oCkbe� <br /> Loamy Cap: . 56 yd3.nr"1.� 78 ` ton `6".deep <br /> Topsoit: ;66 yd3 or*1.4 , 9Z ton ` 6°�R. <br />