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ti „ ' <br /> Instalter Summary ' <br /> 2250 gaUon Septic tank(minirt�um) Tank options: none I <br /> �u��arr,er �nnK wtcn muiuWe comp��an►w i <br /> 13Ek} gallon Dase tank(minimumj at 25,49 gpi I <br /> 36 GPM @ t4 ft, of head, Pump required ` <br /> 7.5 lnch swing on Demand f[oat which transtates to roughly 4.8 inches of ftoat tether tength � <br /> if time dosing is requlred--> 5.3 minutes ON tlme Fi �hours OFF time � <br /> 24 inches from bottom of tank ta"pump ON"float, or 12 fnches to"timer ON"ftoat � <br /> 23 inches from l�ttom of tank to"Hi Level Alarm"or 33 inthes to"Ni lev�ei alarrn"if time dosed � <br /> 22 ft. af 2.0 inch suppty tine with end feed marttfotd connection � <br /> (Tfp: "top feed"manifo#d to contral drainback) � <br /> 18 i�cfi,or t S ft. Sanci Lift Mound i <br /> 1a.0 ft,wtde by 63.0 ft. long Rock bed i <br /> 3 lateraks 2.�t irtch diameter 61A ft. to�g 3A ft. laterat spacinq � <br /> 7/32 irtch perfs 3.� ft. perforation spacing f <br /> No Effluent fitter&atarm � <br /> �3 ciean out&vaive box assemblles � <br /> I <br /> 27.0 ft.Totat sand A6SORPTlON width (minimum) ' <br /> 0.0 ft, upstope and sidestc�pe (sand heyond rockbed,minimum) j <br /> 17.0 ft. Oowns[ope (sand beyond rockbeti, minimum) :, <br /> Specific stope ratios ive BERM widttu (topsoit beyand rockbed)of: <br /> 4:1 upstope ratb 12 ft. upslope berm ' <br /> 4:i sidestape 1 b ft, sidestope be�ms � <br /> 4:1 downstope 21 ft. downstape berm <br /> I <br /> 4" inspectton pipe ; <br /> 18" cover on top � <br /> U sl berrn 12 aownst b�erm �� � <br /> � <br /> ; <br /> 12" cover on sides <br /> l <br /> �•''�-.-.� �``'�(d"loemy cap&6"topsa�} � <br /> 1.5 c[��„ s�n�i tirr ' <br /> � <br /> � <br /> . i <br /> _ - - - -- 1�5 . f��pt�e �.0 Lin��itin� ' <br /> '�imi�i►in c:c�r�ditfc��; —•- .. __._—— ._.... __, _- � <br /> Absor tfan W�dth ?�. '-- - _ ._ _.,... _ - ._.-- -- _ � <br /> t�aCe: � <br /> �or 0 to 1�slopes, ,4b�sorptlon W/d��i is measured from Che Bedequatty in bokh diretttons. � <br /> �or stopes>19�, .4bsar�rtion N�Idth is measure��ov+mhitl from the u�lope ec�e of the Bed. � <br /> I <br /> Rock Bed: 21.0 yd�ar"1.4= 2q ton 6 lnches under pipe � <br /> Mound Sand: 192 yd3 or`t.4� 2b9 ton catculation based on 3:1/4:1 slape from top of rockbc� � <br /> Loamy Cap: 74 yds or`1.4m t 11 ton b"deep I <br /> 7opsoiL• 91 yd3 ar"1.� 127 ton 6"deep � <br /> � <br /> � <br /> ; <br /> j <br />