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nReSSAo--Reinforced Slope Stability Analysis Hukill Gulch Gold Tailings Pond-CO 00452 <br />PtrsentDate!'"esr?e? ivIon11o'2.I1:.11:?i22010 C:t2010Pmject,MOOOI-=T Huk:1lCrulcli%Hukill-bl2-ersti?0-DRY-GPJaseistnic.MSE <br />RESULTS OF 3-PART WEDGE ANALYSIS <br />(X1,Yi) <br />Results in the table below represent the critical slip surface composed of a <br />three-part wedge andidentified by the specified points (X-left, Y-left) <br />and (X-right, Y-right) and angles Zeta(L) and Zeta(R). ReSSA finds the (iX,Y) <br />coordinates, as well as the angles Zeta, based on user-specified search domain. <br />The trace of the critical three-part wedge is fully, defined by four points: (Xl, Yl), <br />(N-left, Y-left), (X-right; Y-right), (X2, Y'2). <br />Critical 3-part wedge (Automatic search): <br />(X2, Y"2) Zeta(L) (X-left, Y-left) (X-right, Y-right) Zeta(R) (Xl, Yi Fs <br />[ft] [degrees] [ft] [ft] [degrees] [ft] <br /> <br />(464.09, 468.26) 1:.3.00 (505.00, 459.00) (740.00, 529.00) 31.00 (783.27, 555.00) 1.694 <br />Hukill 3uich gold Tailings Fond-CO 50452 Pare 8 of 10 <br />Copynght 72001-2003 AD.*AAEngineeritig, Inc. License number Re SSA-2002?2