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1 <br />1 <br />' TABLE OF CONTENTS <br />RESULTS OF FLOOD MODELING DURING THE PMF ..................................... ...................................... 7 <br />' <br />POST FLOOD CONSIDERATIONS ...................................................................... ...................................... 8 <br />Decant Spillway Operation .................................................................................. ...................................... 8 <br />Bypass System Operation .................................................................................. ...................................... 9 <br />' Tailing Pond Embankment Stability .................................................................... ...................................... 9 <br />SUMMARY .............................................................................................................. ....................................11 <br />' APPENDIX A - Applicability of the Probably Maximum Precipitation (PMP) Portion of the Study <br />Titled "Site-Specific Meteorological and Hydrological Study of the Williams Fork <br />' Drainage Basin" for the Henderson Mill Tailing Pond Drainage Basin - February <br />2001, by Applied Weather Associates. <br />' APPENDIX B- "Henderson Dam Seepage and Stability Analysis for Elevated Decant Pond <br />Conditions" -July 2001, by URS Corp. <br />1 <br />1 <br />1 <br /> <br /> <br /> <br /> <br />1 <br />1 <br />1 <br />