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We believe this additional testing and analysis confirms adequate slope stability <br />of the spoil pile design. We have enjoyed working with you on this project. If you have <br />questions concerning this letter or the supplemental analysis, please call. <br />CTL\\ITH~OMPSON, INC. <br />~C.y~LLf/~ ~ C~ <br />Shawn R. Smith <br />Geotechnical Staff Engineer <br />Reviewed by: <br />Ronald M. McOmber, P. ~~FSS,~oooooo, <br />Associate Onie~ E <br />SRS:RMM:tI <br />(5 copies sent) <br />-2- <br />