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1 <br /> <br />' The Probable Maximum design storm that was used in this analysis was <br />developed from asite-specific hydro-meteorological evaluation performed by Applied <br />' Weather Associates (AWAI. A copy of the AWA report is included herein as <br />Appendix A. <br />' Also in support of this analysis, URS Corp. has performed an ans~lysis of the <br />' effects of high water levels in the tailing pond on the stability of the tailings dam. A <br />copy of the URS report is included herein as Appendix B. <br />1 <br />1 <br /> <br />1 <br /> <br /> <br />1 <br />LJ <br /> <br /> <br /> <br /> <br />' 2 <br />