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1xisiwt- c'''S("E . <br /> • 0„0. MIX 5r 9` aw %Zo% <br /> • <br /> (4.Y <br /> a-. <br /> i . <br /> • <br /> lc <br /> Lowzsi 4-L aa '`� - <br /> t74iit It ! <br /> — 9(-Kvr <br /> t <br /> ill, <br /> tall <br /> , . .. . -. . a_. 1‘.0 Di - . _ SLG."' V.:.....a. <br /> NGw (-16W — NLw ' I Om Parr r <br /> Ens - l azg i 3._ �. <br /> ' + .v Una RS tascr it!+tilt in <br /> &1c4 1 Uv v iwur Ssex yur _CAN va+t�, _ <br /> 5 6-4 LS LALS <br /> I : 5 ELEVATIONS <br /> MOUND SYSTEM DESIGN • THJIEi p <br /> 'CH. EL,-9G4.0 <br /> Type I ____"/_BQdroorn,Average percolation rate_ REMACES ACE ' , EL- 46L.v <br /> L.x',�Nl. System meet 1'H.i ..-9L1,v <br /> Loo gal/day S'v sq_ft.of treatment area 55u <br /> _uTn fr width= .�_€t.length of bed area - T k -gran goperty lines . ► ..-lid y <br /> Side slope run to I x___height= __ft.x ft. lawn area. .1&{ <br /> arns <br /> Clean rock needed plus 20°ls cu_yds.Coarse washed sand cu.Yds Averagesand depth Ti illi e 4 fid e_. li <br /> i weft loam cu. ds.,Topsoil 6" .yds.plus 50% cu. <br /> Yds. Ad a boat bifem <br /> Number of tanks a f tank.3 uo ahs_,2'4 tankopo ak.,Pump chamber capacity 131,0 gats- <br /> Flit'fPEEt't'Y:ON,..21116,nJ MER Z <br /> L7^gals.11Oti lineal feet of a "dia_Supply pipe,lineal feet needed (o D-_ �T 2 C.Ic w I+i Tr off! "v/_i5 D <br /> Distribution pipe_.7C "dia_ 7 _lineal feet, 1,K dia. Perforations 3l, <br /> "apart <br /> Fliiat set at I(0 gals., '-d times per day Pump curve LIC, /min._aO feet head pressure. <br /> _ _ Data:tr!(, LIG Ph- 763-4984779 _ <br />