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10 10 ` -- <br /> icy.. .- <br /> L'()- <br /> /I <br /> l . .;. i -%sCo. <br /> 1. .;'?- <br /> 14600. <br /> ---may` _ <br /> .en,Is ,u, <br /> • <br /> 9 •') -f s3 3.- ,.....; .. <br /> kipipg <br /> n ot,7 <br /> 1 .J 1 .X`01R many hGf. c <br /> �vrnr MI raw at tRim so <br /> I a 572 /a farorf um tax ocAv aur ,cfs co," - <br /> G Rt.g G-4 h is /vu, . <br /> T--� - L4441.-x • �7. . SOIL BORING ELEVATIONS <br /> _- <br /> MOUND SYSTEM DESIGN TKO Et-. Jq• 7 <br /> TH <br /> Type_. W Bedroom,Average percolation rate 2 G' • T11,l�3 Eli- �7,"2 <br /> 2 <br /> System must be: TW.##EL•�,,,.^ <br /> ii gal/day Set 7 sq.ft.of treatment area S (/10 ft.width= 5 bft. length of bed area • T�� ,,,,, 'from property tines <br /> .• ` ELS- <br /> v.1 from web 16 El-.•a �. <br /> Side slope run3/a_yto 1 x 3,sheight= Li?,ft.x 7, ft.lawn area. .14.*from Mks. <br /> Treatment area from lakes,_:,;i tsegms <br /> Clean rock needed plus 20%U cu.yds.Coarse washed sand 19 g cu.Yds. Average sand depth_13 Trastment Weft 1,,Q2 from pjOpe�Ili o$ <br /> SO 6 mt rills Sandyloaf cu. ds. Topsoil 6" S` cu.yds.plus 50%( <br /> cu.Yds. a from l Id r# <br /> Number of tanks 2- 15`tank 115- gals.,2"d tank/ �ugals.,Pump chamber capacity/Guo gals. <br /> PROPERTY.Aiv: Ficrku<„�syic fr <br /> gals./100 lineal feet of "dia.Supply 7 9U W:_r O/4 K C y %= ` <br /> pp y pipe,lineal feet needed t v-? -A{S 1$ (".2Fc4xlv, a "NNt;'IN v. fr Y <br /> Distribution pipe a "dia_1'i'-I lineal feet, %y dia. Perforations 3(„0 "apart <br /> - Float set at fr gals-,- 1 times per day Pump curve 3$G'/min. a3_feet head pressure. <br /> Date:`iiily.L nh- 763-498-8779 <br /> Rusty Olean'&Solt and Pss<t ol&IOn Testlng <br />