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25 feet above the cell and sloped to a 6(H):1(V) configuration. A four foot thick section of fmal soil cover will <br />be placed over the waste using the same slope (6[H]:1[V]). Based upon analysis results, the minimum <br />calculated theoretical factor of safety of a large scale global failure of the completed cell under static <br />conditions is 4.32. Slope stability analyses data and a cross section showing the failure slip surface are <br />provided on Figure 2. <br />8718 Slope Stability Analyses Page 3 <br />