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r <br /> U- 14 <br /> 'X103 nodubeo ?5 L5f.3 _ JlZ 9'0�o#'!ts <br /> icy aJ <br /> ,4!w AWPW PIK 3,3 <br /> sow fig AW USA U <br /> ' j' >da6GC pSHO" .*A* IIOt4f. <br /> Lb's G�is <br /> 4414 ML SOEMG ELWAYMNS <br /> MOUND SYSTEM DESIGN THA Fj..7 77, <br /> FYPP. __•_S-,Bedroom,Average percolation rate <br /> atom E�•? <br /> 242.gallday -lr3s,, sq.ft.of treatment areae? .. (j�A it_width:=G�.ft. length of bed area <br /> � ` ,'•� tines <br /> Side slope run_-r to 1 x__1 he' ht= .' ff.x i'" .•V EL <br /> -� -- 'g _._ : ft- lawn area. �. �6014611M Clean cock needed lus?096 tat cu. i moi*�„t (� <br /> p � yds.Coarse washed sand cu.Yds.Avera pt _ g���� <br /> Average sand depth ��s_' •'°"r <br /> Sandy loam( Om Papaw go" <br /> IL ) <br /> cu.yds.,Fopsaii 6'G3 _ raa.yrfs.plus 5(?l6 9 cu.Yds. �6 <br /> Number of tanks J_-,1"tank:) , Xals-,24d tank_­bals.,Pwnp chambcar capacity_lam gals- �j.�/ �+ <br /> MOP9 <br /> -gals.j100 lineal feet of "dia_Supply Pipe,lineal feet needed 5 Y" JW, r c <br /> Distnbution pipe 2—"dia. 18,3 lineal feet,_ _!s dia.perforations apart <br /> Float set at gats., times Per day Pump curve_. �1 mill..t_?_feet head pressure. <br /> Ph. 763498-6779 <br /> RU* And P N rc+o111fan T49 <br />