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<br />[~ <br />sMITN M1ILLIAM3 CONSULTANTS. INC. <br />Project: CCBV Phase 5 VLF Job No. 1125 <br />Calculation Tkle: <br />VLF Foundation Settlement Under 800 tt <br />Pre ared B : JFL Date: Februa 22 2008 <br />Checked B : DTW Date: March 14 2008 <br />Based on these results, the VLF liner systems and anchor trenches will be capable of supporting the <br />800 feet of ore. <br />In addition, shear stresses were evaluated within the Structural Fill to assess the potential for shear <br />failure through the foundation soils. These results are presented in Figure 3, and show that shear <br />failure is not predicted to occur in the foundation soils. <br />References <br />Bowles, J.E. 1982. Foundation Analysis and Design. Third Edition. New York: McGraw-Hill <br />Book Company. 816 pp. <br /> <br />