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lig /p'Xo'U pawdso ki �o. __Y%scoT� <br /> ao a� <br /> J) at o <br /> NouS�. <br /> M WA <br /> 9 s S'� .L�.00ur,cweir hf£ <br /> 13 ip i 3� cull" ;>;Mltf Ant"W ra 4410 to <br /> Tar aac w4ftb r,cm cows <br /> A*LS `"`_ ` WIL 801MG G ELEVATIONS <br /> MOUND SYSTEM DESIGN IWA EL,•meq O <br /> TYPe I--.-J—13edroom,Average percolation rates( _ THM EL- o U <br /> A,�1S8 THA E4- <br /> l�gal/day Sou sq-ft.Of treatment area eL- -- <br /> (/10 ft.width=�v ft.length of bed area pm pdy ands nI$EL.. <br /> Side slope run4 to i x height=ti► ft.x 73 ft.Lawn area. `' "~-•'" <br /> .uz'aaadilypl. <br /> Clean rock needed plus 209�cu.yds Coarse washed sanC�cu.Yds.Average sand depth 1 e> <br /> 1111M $111um <br /> 1 �t ell;et„�,'lirloa piop�ltgl stabs <br /> Sandy barn 1 cu.yds.,Topsoil 6"_TS cu.yds,plus 50% cu.Yds. � g <br /> -o t1�oQ1 W� <br /> Number of tardcs i"tank iO gals.,2"d tank V 3�als.,Pump dumber capacity 13(,o gals. PROPERT XW is ITAU <br /> gals./100 lineal feet ofo1"dia.Supply pipe,lineal feet needed-16f(> I-A t s 0 L 11 go To4+N,L jujf ROA p <br /> ORONr , ,�Fn1 Al��N CGV7 <br /> Oistrloution pipe oZ "dia�lineal feet. V%1 dia.Perforations_ate "apart _...� <br /> Float set at 1'7 y gals, _times per day Pump curve 3� /min. 31 fret head <br /> pressure. j <br /> Da%:.jjje"f Ph. 763-498-8779 <br /> Rem Oisones and Pal nlatetlal-T"ft <br />