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,NI , <br /> 1XL-3 pesht4tD `/�.? Mil %zoiLs <br /> I IL. <br /> 1164- - <br /> -• <br /> • <br /> mat it tit- <br /> " ,t(c.) amitillb-10111-Mal <br /> 111111111 ' <br /> lIltjglig <br /> r 35.E <br /> 7.......�... . .. - _.✓ - - - - i � f 7 <br /> � . a - - Aillellbb.„3±-16- <br /> 9390 C<ac OiugutrFY A0 97 <br /> . a.R7 i }AV maiE L41A So <br /> Yra+r s+ie+t ora*& c _e,s aa,rk <br /> 1,4i4• <br /> tm.s aAis j g3'. - . ' SII. BOEING ELEVATIONS <br /> E <br /> MOUND SYSTEM DESIGN t'jt {? 9 0 <br /> Mitt EL.-4`090 <br /> Type 1 _._31_Bedroom,Average percolation rate `7 IN,AACKa TKO EL-a / <br /> 7.sv gal/day _ G 3o sq.ft.of treatment area Gov (/10 ft_ width= /a ft.length of bed area Y#all -'froniProPertY fines - 'SEl"-,,,1°0 <br /> Side slope run -' to 1 x! .. height= _ft.x8°ft_Lawn area_ .i.s...Ova Was. <br /> 1Yeilosat insben Moue -..; tiattauss <br /> Clean rock needed us to•»-•- ' <br /> plus 20%�,�cu_yds.Coarse washed sand()cu.Yds.Average sand depth /.8: Tosabitent welt as two pioresty MeV <br /> Sandyloam /96Imp was <br /> cu.yds.,Topsoil 6 cu.yds.plus 50%a cu.Yds_ 0.1 bunbk <br /> dom <br /> • <br /> Number of tanks / ,f tank 1.2_gam,2"a tank____gals.,Pump chamber capacity L30v <br /> 1. gab 1100 lineal feet of "dia_Supply pipe,lineal feet needed f=": G� �' - •! ..j' <br /> LAILS. /6 <br /> -- - oat.�A t . /...„...;;; 't,. . <br /> Distribution pipe__"dia. ' .. lineal feet, 7'�s dia.Perforations `c "apart <br /> Float set at gals., times per day Pump curve j__/min. ''-->feet head pressure. <br /> __ . <br /> Date:L J , Ph. 763-4984779 <br /> Rudy Olsartsp rAnd PeroolatIon Te$ling <br />