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ReSSA -- Reinforced Slope Stability Analysis Hukill Gulch Gold Tailings Pond-CO 80452 <br />Present Dstetrime: Iv onT1,rr0+'; 11:+392$ 1010 C:12010 Project; Cl0001 - ST Iliululi GuichlHukll-UI2-entl30-DAY'-GRID-St?tic.I,,rE <br />CRITICAL RESULTS OF ROTATIONAL AND TRANSLATIONAL STABILITY ANALYSES <br />Rotational (Circular Are; Bishop) Stability Analysis <br />Minimum Factor of Safety = 2.10 <br />Critical Circle: Xc = 388.38[tl.], Yc = 95$.57[$], R = 513.44[tt]. (Number of slices used= 57) <br />Translational (2-Part Wedge; Spencer), Direct Sliding, Stability Analysis <br />NOT CONDUCTED <br />Three•Part. Wedge Stability Analysis <br />Minimum Factor of Safety =2.36 <br />Critical Three-Part Wedge: (X2 =462.66, Y2 = 466.77) [ft] <br />(X-left = 505.00, Y-left = 45 7.00) [ft] <br />(X-right = 730.00, Y -right = 526.67) [11] <br />(X1 = 756.42, Yl = 555.00) [ft] <br />(Number of slices used = 45 ) <br />Interslice resultant force inclination =15.62 [degrees] <br />REINFORCEMENT LAYOUT: DRAWING <br />SCALE: <br />(°IE 3([ft] <br />'Hukill gulch Gold TailingssPendpCO 150452^F.?a.s...nv34P'sA„n?lop..?..,.?.oas?....%1496?.in„1vP6L K FagP '- of lU <br />Copyriglit GU' 2001-2003 AD.U+IA Engineering, Inc. License number ReSSA-200232