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ReSSA --Reinforced Slope Stability Analysis Hukill Gulch Gold Tailings Pond-CO 50452 <br />Present Lateti'une: PiSon Nw 08 11492? 2010 0:+2010 Projects'tC10001 - STFIHuHl G'ulchtHilciil-612-crtls0-DRY-GRID-StaticldEE <br />RESULTS OF 3-PART WEDGE ANALYSTS <br />(Xl,? 1) <br /> Results in the table below represent the critical slip surface composed of a <br /> three-part wedge andidentified by the specifiedpoints (X-left, Y-left) <br /> <br />?) and (X-right, Y-right) and angles Zeta(L.) and Zeta(R). ReSSA rinds 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, Yl), <br />+2.Y2) (X-left, Y-left), (X-right, Y-right), (X2, Y2). <br /> <br /> <br />(X,Y rle11 <br /> Critical 3-part wedge (Automatic search ): <br /> (X2, Y2) Zeta(L) (X-left, Y-left) (X-right, Y -right) Zeta(k) (Xl, Y1 Fs <br /> [ft] [degrees] [ft] [ft] [degrees] [ft] <br /> (462.66, 466.77) 13.00 (505.00, 457.00) (730.00, 526.67) 47.00 (756.42, 555.00) 2.357 <br /> <br />Huhll Gulch Gold Tailings Pond-CO 80452 Pace q of 10 <br />CopynghtCQ2001-2003ADAIaIA Engineering, Inc. Lcensenumber reSSA-'200232