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ReSSA --Reinforced Slope Stability Analysis Hukill Gulch Gold Tailings Pond-CO 80452 <br />Fresent D:iteiTime: P,4an hbTv 11:41 A3 2010 C:t2010 Pm}ects1C10001 - 57'F}H»tili G?ilch6?]vkill-blurs1130-DRy-GAID-Se6;nac ft' E <br />CRITICAL RESULTS OF ROTATIONAL AND TRANSLATIONAL STABILITY ANALYSES <br />Rotational (Circular Arc; Bishop) Stability Analysis <br />Minimum Factor of Safety =1.47 <br />Critical Circle: Xc = 388.38[ft], Yc = 958.57[ft], R = 513.44[ft]. (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 =1.69 <br />Critical Three-Part Wedge: (X2 = 464.89, Y2 = 468.26) [ft] <br />(X-left = 505. 00, Y-left. = 459.00) [ft] <br />(X-right = 740.00, Y-right = 529.00) [ft] <br />(X1 = 783.27, Y1 = 555.00) [ft] <br />(Number of slices used = 45 ) <br />Interslice resultant force inclination = 29.31 [degrees] <br />REINFORCEMENT LAYOUT: DRAWING <br />SCALE: <br />tnla 3gft] <br />D <br />HukillRGnlr_h Gold TaailingszPond-CO 50452 -? n-- oa SL n oa?Ftt-- Page 9 of 10 <br />Copyright © 2001-2003 ADAIAA Engineering, Inc License number PeSSA-200232