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sti.s <br /> %n Stoll <br /> • � lb XG�.S v �. � <br /> tuo R . <br /> f Ca't•k - nat,,q� <br /> 1001 100TO Zoo <br /> 00W WIQ <br /> sow nes n.ar u1b so <br /> 13� 13 w 7M+ar eeR awn,ac ,w na.� <br /> 441% �}o $.o* SQL. WMG B"AWN: <br /> MOUND SYSTEM DESIGN IL ` <br /> TYPe1 f Bedroom,Average percolation rate I , EL. -1a y G <br /> gaVday 4 $ TN.1>E4 9L-�°_`,�.V <br /> _�sq.ft.of treatment area VIO h.width=G3 A.length of bed area la r X11 E �EL-ey L�. <br /> r INS <br /> Side slope runo i xhe�ht=3 h.x&Ysft.l awn area. figMtAn BL«JR.0 fl <br /> Clean rock needed plus 2��cu. " 41�m fir- <br /> Yds-Coarse washed sa A Yds.Average sand depth r�1g1111 <br /> Sandy loarlOeu.yds.,Topsoil 6"_fe cu yds.ous cu.Yds. fj2:&QM <br /> Number of tanks 2, .1�`tankgals.,tad tank I3u als.,Pump chamber capacity Ijq) gals. QTY*F' <br /> L2._-gals-1100 lineal feet of o__dia.Su 4 t ` <br /> l�nh►per.lineal feet needed 23G �H C� `�' 0- - <br /> v Cr>vIAJTY <br /> Distribution pipe w dia.193 lineal Feet, dia.PerForatiwhs: (. "apart <br /> Fkhat set at <br /> gab.,4 times per day Pump curvej <br /> _�to !min. 16feet head pressure. <br /> t„_,f SJX Ph. 763498-8779 <br /> RU*aeo�� r.na pe�oa <br />