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Mr. Henry Barbe <br />March 8, 1994 <br />Page 3 <br />feet, the factors of safety did not change. When the groundwater table was imposed <br />at ten feet from surface, the only slope to have a factor of safety below 1.3 was the <br />lower portion of Profile D:D, which had a factor of safety of 1.27 for a worst case <br />scenario which will not occur. <br />Conclusion and Recommendations <br />It is our opinion that the original stability analysis, submitted for review, is <br />correct and does not warrant change. In addition, the final material storage bench <br />design, even with an extremely high groundwater table, is still the best design suited <br />for this northwest facing slope. If you have any questions or require further <br />clarification, please do not hesitate to call me. <br />S' erely, <br />1`~ <br />Loren A. Jalbert <br />Project Geological Engineer <br />Charles C. Rehn, P.E. <br />General Manager <br />Salt Lake City Branch <br />CCR/sbr <br /> <br />