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1(eSSA --Reinforced Slope Stability Analysis Hukill Gulch Gold Tailings Pond-CO 80452 <br />Fr_-ntDai?frurw: SunNov072118372010 C12010P, Je,d :10001_3TFGnl-jllG,ilchEukin.DRY-GF.IDStati:..NLSE <br />CRITICAL RESULTS OF ROTATIONAL AND TRANSLATIONAL STABILITY ANALYSES <br />Rotational (Circular Arc; Bishop) Stability Analysis <br />Minimum Factor of Safety = 2.07 <br />Critical Circle: Xe = 354.99[8], Yc = 1393.64[ft], R = 938.39[8]. (Number of slices used = 59 ) <br />Translational (2-Part Wedge; Spencer), Direct Sliding, Stability Analysis <br />NOT CONDUCTED <br />Three-Part Wedge Stability Analysis <br />Minimum Factor of Safety = 1.65 <br />Critical Three-Part Wedge: (X2 = 472.78, Y2 = 473.52) [ft] <br />(X-left = 518.3 3, Y-letl = 463.00) [ft] <br />(X-right = 805.00, Y-right = 550.33) [ft] <br />(Xl = 927.96, Yl = 665.00) [ft] <br />(Number of slices used = 45 ) <br />inters lice resultant force inclination = 20.94 [degrees] <br />REINFORCEMENT LAYOUT: DRAWING <br />SCALE: <br />t `l E:3 ([ft] <br />D <br />Hukill Gulrh Gold Tailing, fond-CO 80452 page -10 of 11 <br />Copyright U 2001-2003 AD,414A Engineering, 1c. License number ReSSA-200232 <br />,ir