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-7o' <br /> A <br /> Io <br /> IU "Jr"- <br /> - <br /> •: 1 11. ;prp <br /> °' IoXSO aocKato �ys.i <br /> r - 9y <br /> 4. )1. A <br /> •- SU - !S k /D * ,O' �F J, %`i * (o 04 Store <br /> 6-0• <br /> -191--Y-1 ----_ Cf1oSS SECTIav! VIFW <br /> HouSE <br /> * trAM P. flu. <br /> ssrar ,satac <br /> so'...... lb._ ta;,9 S SOIL BORING ELEVATIONS <br /> I` ger.e' 'Is g“. ._J yra a <br /> DIA (Oro' heE <br /> TAMS _TM& r TH.N1 EL-yl <br /> Emma �. SU►itf Art MKT SI [.•1O to TH.02 EL-j <br /> TWAT l•e.it pWn•rL e•w Oc•u4 <br /> TH.1/3EL -lai <br /> • a F3.3 TH.04 EL-_._ <br /> TH.85 EL <br /> TH.06 EL- <br /> SET-BACKS <br /> System must be: <br /> Tank'from property lines <br /> )s <br /> •from wells <br /> SI/STEM DESIGN•MOUND .Ip_'from bidgs. <br /> TYPE--J--4---BEDROOM.Average percolation rate min./Inch(design r63 sq.R.treatment area per gal.of daily sewage flow) Treatment area - 'from lakes, - 'streams <br /> ( ..galfday x.63 sq.RJgal.so v sq.tt.of treatment area (/10 itwidth• - R length of bed area+ Treatment area 'from property lines <br /> slit slope run_to 1 x , height= ft.x ?s ft.lawn area needed) 'from wells <br /> • Clean rock needed_s�c sq.tt.treatment area x�'depth of rock:s�ccuJtJ 2T= cu.yds.(314"to 21/2"dla.,Includes 2"of rock above pipe) as 'from bldgs. <br /> Coarse washed clean sand fill below rock needed i.-_Q.cu.yds.approx. ,sandy loam back fig L s cu.yds.approx.,topsoil 6" Sy cu.yd.Average sand depth 'a'3 gyp_• from trees <br /> Number of tanks required�, 1st tank/yob gal.,2nd tank/.oe. gal.minimums plus pumping chamber A>,)o� s cu.yq, <br /> Pumping chamber capacity-25%of daily sewage flow of gal.-J5 b gal.+ reserve storage of 150 galBR=Googol.+ pipe back drainage- <br /> of/_ga1J100 Unit.of a"dia.supply pipe.Un-n-needed s , gal +manifold_g'00 Unit of "dla• pipe. Unit. needed 2_, gal. <br /> total capacity needed 7 gal. (plus area forpump)use min. /boa gal.cap. Date: 7 /2//2z, Ph. 612-4984290 <br /> PROPERTY OF: Mart s A Lo C. H <br /> Distribution pipe 1Ldia.,�Un.ft.,1"dia.perforations 3�"apart 170E ,AYA1 R o A �i Rusty Olson's f>1 and=lation Testing <br /> pump sirs i�. hp.(pumpabie capacity/ gal.4 cycles/day) Designed by: <br /> 38&- AT .o' I-14A,D CURo,Uo , rIENA) , CO. <br /> J <br />