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ReSSA --Reinforced Slope Stability Analysis Hukill Gulch Gold Tailings Pond-CO 80452 <br />?resentL!stet!'une:5unhlc0721:18372010 C-12010Frojectsr_10001-SIRFlulullGuL:h'Hil:ill-PRPtiRIL?Static.NLSE <br />RESULTS OF 3-PART WEDGE ANALYSIS <br />(X1,Y1) <br />Results in the table below represent the critical slip surface composed of a <br />three-part wedge and identified by the specified points (X-left, Y-lef() <br />4 ) and (X-right, Y-right) and angles Zeta(L) and Zeta(R). ReSSA finds the (X,Y) <br />coordinates, as well as the angles Zeta, based on user-specified search domain. <br />Toe _ The trace of the critical three-part wedge is fully defined by four points: (Xl, Yi), <br />(X2 17) ,<n _ ... - m (X-left, Y-left), (X-right, Y-right), (_X-2, Y2). <br />Critical 3-part wedge (Automatic; search): <br />(X2, Y2) Zeta(L) (X-left, Y-left) (X-right, Y-right) Zeta(R) (Xi' Y1 Fs <br />[ft] [degrees] [ft] M [degrees] [ft] <br />(472.78, 473.52) 13.00 (518.33, 46:.3.00) (805.00, 550.33) 43.00 (927.96, 665.00) 1647 <br />Hukill Gulch Gold Tailings Pond-CO 80452 Page 9d 11 <br />Copyright 02001-2003 ADAI:IAEngineering. Inc. License number ReSSA-2C-0232