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ReS8A --Reinforced Slone Stability Analysis GL rtnvlop`5ipN1Hukill Gulch Gold Tailings Fond-CO 80452 <br />Pre;.ant Dateftime $?m 14nV 07 21:M4S 2010 <br />%?t2010 PmjectV'11001 - STIMHlikill U.ilchlHul;i11-DRY-GRID-Seisxruc.A+1;E <br />DRAWING OF SPECIFIED GEOMETRY - COMPLEX - Quick Input <br />-- Problem geometry is defined along sections selected by user at x,y coordinates. <br />-- Y1,Yl represents the coordinates of soil surface. X2,Y2 represent the coordinates of the end of soil laver 1 and <br />start of soil layer 2, and so on. <br />GEOMETRY <br />Soil profile contains 4 lavers (see details in next page) <br />UNIFORM SURCHARGE <br />Surcharge load, Q1 ....................................None <br />Surcharge load, 02 ....................................None <br />Surcharge load, Q3 ....................................None <br />STRIP LOAD <br />.....................None ....................... ........... <br />- 1? 1 <br />15 16 <br />!3 14 <br />4 <br />l <br />. <br />5 <br />3 6 <br />Toe point •' •1Q1`, <br />`7r <br />b <br />SCALE: <br />• F <br />C511223([ft] <br />D <br />.'Z2`- <br />19 =u <br />Hulall Gulch Gold Tailing;- Pond-CO 30452 . ,?_...,.?.?w??..,N.o...v.?....o.a?,..-...>asy.........._..,.H.oa.?..,....? .?....-?.a.?...FagPi3 of 611 <br />Copyright C 2001-2003 ADAMA Engineering, Inc. License nufnber Rew S A-200232