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<br />' final 200 feet of excavation occurs. The remaining walls also currently remain <br />stable, though the present analysis for the west wail and the southeast wall each <br />indicate the possibility for wedge failures, which should continued to be <br />~r onitored as the mining continues. As documented in the past, localized <br />' raveling, especially along the south walls is likely to continue. Although <br />continuation of the safety-minded policies, which limit the height of the exposed <br />highwall, and reclamation of exposed highwalls as soon as possible following <br />blasting and rock haulage, will aid in minimizing the potential for sliding. <br /> <br /> <br />CJ <br /> <br /> <br />1 <br /> <br /> <br /> <br /> <br /> <br /> <br />' -3- <br />