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<br /> ASIR . %Ma Ma asr IsE 1.414 10
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<br /> 1,A14 : 4-4' tS . SOIL BOWNG ELEVATIONS
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<br /> IVIOUND SYSTEM DESIGN
<br /> iii42 EL-'at 1
<br /> "14, 4:I t;k 111.1$EL-Me. 7
<br /> Type i .... _5:Bedroom,Average percolation rate iF
<br /> 111.114 EL
<br /> 2:5 il galfday .,--.) sci_ft.of treatment area 6..,,, f/10 ft width=6,:::' ft. length of bed area rank,. from pmperty ones . 4,41 EL
<br /> -1..t1'4 from web 16 EL
<br /> Side slope run---' to 1 x
<br /> Trestrasat area – 4 AVM likeic:_.:Str4graS
<br /> Clean rock needed plus 20% cu.yds.Coarse washed sand.„4.,,t(2 ti.Yds.Average sand depth..' Tiolimont welt ace from looPedY go"
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<br /> Sandy loam i2)cu.yds.,Topsoil 6' ,C.8" cu.yds.plus 50% l..,.'''A cu.Yds. aye from likko
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<br /> Number of tanks I ,l':tank L-Lt. als.,td tank__gals.,Pump chamber capacily j.3e,ogals. faiROPERTY0F:, Npifp f'/'1.-:
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<br /> gals./100 lineal feet of;. 'dia.Supply pipe,lineal feet needed ' ("II L5. 7_ _ ) 24.)E2o.,..L.,.........ic.,km. :............_......".,
<br /> Distribution pipe a2 "dia. i r 3, lineal feet, ,',', dia.Perforations ':',..,..- "apart
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<br /> Float set at I<I T gals-, --f times per day Pump curve --34 /min. ,2 j feet head pressure. Date:1 j..i2.,L, Ph. 763-498-8779
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