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<br />to a computer analysis which utilized a modified Bishop Method to determine the <br />slope stability of the material. <br />The results of the computer analysis indicated that with the existing 2:1 <br />~J <br />side slopes, the pile has a computed safety factor of approximately 1.05. This <br />is not acceptable and slope failures are probable. Additional analysis was <br />completed which assumed side slopes of 2-1/2:1 and 3:1 in order to determine <br />the effects of flattening the slopes. These results indicate a safety factor of <br />approximately 1.53 and 1.48 respectively. The results of the computer analysis <br />are included in Appendix B. <br />LJ <br />