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• •; i7 •• JO 1)(1,3 ` Yb -%."),)••• MI ,% °!v Ecol <br /> Mak 'Rio !lilt - ' <br /> • <br /> • <br /> g`tr.v. <br /> ii _iropii _.,,,,., ..r7.Dt ,•1_, „, st ...I.E.L, <br /> inci _j <br /> 9 3 9 0`rte - <br /> I, <br /> ,?-1-g-5 MAW . VOW Ng sow sE LMA so <br /> • <br /> 1414 X 134,-) ? e ona rar ,es Mauch... �`'�� 6,414 E a3' . • SOIL BOSS ti G ELEVATIONS <br /> MOUND SYSTEM DESIGN ; o <br /> Type_ _•_-`�Bedroom,Average percolation rate `, e ' i` TKO - / <br /> $F :nest be: THat4 EL..2!,‘...1 <br /> 7sv gal/day _ C,,3o stilt.of treatment area&3 (/10 ft. width= /a ft.length of bed area Tang -'ban p rty tines • AS EL-1/2 0 <br /> la:• 4/6 19.....2, <br /> Side slope ruri3 -- to 1 x height= ft.x8` ft.Lawn area. .L•.+ <br /> Clean rock neededplus 20% / T arm•— i <br /> cu_yds.Coarse washed sand3cu.Yds.Average sand depth /.8' ent area,a..*fres Ilicceitif all* <br /> ik <br /> Sandy loam / cu.yds.,Topsoil b" 7,: cu. s. cu.Yds. 6 as <br /> yd plus 50% As.'from Wax <br /> Number of tanks / ,1"tank;:,dtgals.,god tank gals-,Pump chamber capacity 13uv gals. PRp R F <br /> gals./100 lineal feet of 2"dia-Supply pipe,ansa!feet needed 2 . &AILS /( <br /> "� •• r- • •, <br /> Distribution pipe� "dia. (`' lineal feet, ,/.2 r dia.Perforations -31., A apace <br /> Float set at ' gals., -1 times per day Pump curve 3i0 /min_ A <br /> feet head pressure. Date:4fie.j ;- Ph. 763-498-8179 <br /> Rusti.01.01116 and Pera olatb Test <br /> Oesi i 'E .- <br />