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CF&I Steel Corporation <br /> January 20, 1982 <br /> Page 3 <br /> The basic assumptions in the analysis are the same as for the Bishop method. <br /> In this program, potential failure circles are represented by a series of <br /> straight lines. The factor of safety computed for this failure plane is <br /> 5. 10. <br /> Conclusion <br /> The results of this analysis indicates an adequate factor of safety against <br /> slope instability for the material , slope profile, and conditions provided <br /> by CF&I. If you have any questions or wish to discuss this report further, <br /> we would be happy to do so at your convenience. <br /> Respectfully, <br /> WATER, WASTE & LAND, INC. <br /> 1 <br /> Richard E. Wardwell , P.E. , Ph.D. <br /> Jon D. Nelson, Ph. D. , P.E. (Co. No. 12422) <br /> REW:JDN:peb <br />