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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Table 5.8.3.1 <br /> <br />Flood Frequency Analysis Results for Reach 9 - Gunnison River from Ohio Creek <br />to North of City of Gunnison.................. ............ ..................... ....... .... ....... .......... ..... .... ..38 <br />Flood Frequency Analysis Results for Taylor River at Almont ........................................42 <br />Flood Frequency Analysis Results for Taylor River below Taylor Park Reservoir ...........46 <br />One Percent Chance Exceedence Balanced Hydrograph Values...................................50 <br />Reservoir Operation Model Results for Starting Water Surface Elevation of 9,328 <br /> <br />feet.......................................................................................................................... .... .54 <br /> <br />Study Reaches.............................................................................................................. 56 <br />Flood Frequency Analysis Results for Each Reach........................................................58 <br /> <br />Table 5.9.3.1 <br />Table 5.10.3.1 <br />Table 6.2.1 <br />Table 6.4.1 <br /> <br />Table 7.1 <br />Table 7.2 <br /> <br />APPENDICES <br /> <br />Appendix A - Data Sets <br />Appendix B - Scope of Services <br />Appendix C - ITR Comments and Correction <br />Appendix D - Quality Assurance/Quality Control <br />Appendix E - Photographs <br />Appendix F - Project Correspondence <br /> <br />iv <br />