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1100318 R0T0 0811 JRW1 49 <br />the results of the reclamation slope stability analysis. The analysis indicates that all the <br />analyzed sections are stable in both the interim and final configurations. <br />Table 1 Quantities of materials that will be generated by reclamation Concept A and Concept B <br />Concept <br />Quantities <br />Total Displaced <br />Material <br />(cubic yard) <br />Om Limestone <br />Aggregate <br />(cubic yard) <br />Waste Rock/Fill <br />(cubic yard) <br />Concept A 6,168,000 2,390,000 3,778,000 <br />Concept B 7,324,000 3,546,000 3,778,000 <br /> <br />