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ReSSA --Reinforced Slope Stability Analysis Hukill Gulch Gold Tailings Pond-CO 80452 <br />PtesentDate!;utu? SmliovO7 21:13362010 ("A-010Plcjects't'10001-STE1HuY.iliGnl:h?Hukill-DRYLinILi tatic.MSE <br />DRAWING OF SPECIFIED GEOMETRY- COMPLEX- Quick Input <br />-- Problem geometry is defined along sections selected by user at x,y coordinates. <br />-- Xl,Y1 represents the coordinates of soil surface. X2,Y2 represent the coordinates of the end of soil layer 1 and <br />start of soil layer 2, and so on. <br />GEOMETRY <br />Soil profile contains 4 layers {see details in next page} <br />UNIFORM SURCHARGE <br />Surcharge load, Q1 ....................................None <br />Surcharge load, Q2 ....................................None <br />Surcharge load, Q3. ... - ..................... ........ None <br />STRIP LOAD <br />................... None................................... <br /> <br /> •1`• 16 <br />13 14 <br />14. <br />• 5 . <br />3 6 <br />Toe point • 1' <br />?y <br />.7 <br />SCALE: <br />C51 E23 C[fi] <br />f- , <br />22 <br />t9 20 <br />i1 <br />Hukdll Gulch: Gold Tailings Pond-CO X0432 Page 3,)f <br />Copyright rQ 2001-2003 AD MA Engineering, Inc License number ReSSA-200232