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should be revised on an annual basis, after the spring runoff and the existing reclamation plan <br />• should be adjusted accordingly. <br />In summary, the long-term stability of the overall landslide has been increased with the corrective <br />measures already implemented. During wet conditions the expected increases in hydrostatic heads <br />will decrease the factor of safety, but the overall landslide is calculated to be stable against <br />catastrophic movement. However, some additional remedial measures may be necessary. The <br />continued monitoring and implementation of additional appropriate corrective measures, as <br />determined by the observational approach will further increase the stability of localized sloughing. <br />An exception to this is if other factors, such as the Bear Mine workings in the C-seam below the <br />landslide, are a contributor to instability. <br />• <br />• <br />0626024\58991-LYMI~ 17 Revised September 21, 1998 <br />