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<br />TABLE 2 <br />RESULTS OF SLOPE STABILITY CALCULATIONSI <br />BOURG MINE EAST DUMP <br />Slope Hydrologic , <br />Assumption Strength Parameter Slope Angle Factor of Safety <br />Drained Peak Value 1V:SH (11.3°) 3.68 <br />Submerged Peak Value 1V:SH (11.3°) 2.40 <br />Drained Yield Value 1V:SA (11.3°) 2.18 <br />Submerged Yield Value 1V:SH (11.3°) 1.61 <br />• NOTE: 1. The stability analysis is based on Friction Circle Method used by <br />Taylor and modified by Hoek and Bray. Design charts of this method <br />are presented on Plate A-6A through A-6B in the attachment. <br />2. V = Vertical, H = Horizontal <br /> <br />