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<br />LIST OF TABLES <br /> <br />Table 2.2.1. Estimated peak flows for floods prior to gage installation. . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-9 <br />Table 2.2.2. Comparison of flood flow estimates. . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-10 <br />Table 2.2.3. Flood discharge-frequency values. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-1 0 <br />Table 2.2.4. Estimated flood levels for Windy Gulch............................................ ....2-11 <br />Table 2.2.5. Manning's n values for model cross-sections (main channel).....................2-15 <br />Table 2.2.6. Manning's n for hydraulic structures................................................... 2-16 <br />Table 2.2.7. Overtopping flood flows at modeled structures.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .2-1 7 <br />Table 2.3.1. Physical characteristics of Willow Creek watershed areas. . . . . . . . . . . . . . . . . . . . . . . . .. .2- 37 <br />Table 2.4.1. Average slopes of similar stream reaches............................................. .2-43 <br />Table 2.4.2. Approximate cobble and boulder size fraction by weight........................... .2-46 <br />Table 3.2.1. Approximate box culvert costs for 57cfs flood at Windy Gulch..................... .3-4 <br />Table 3.2.2. Approximate cost of Windy Gulch culvert flood overflow. . . . . . . . . . . . . . . . . . . . . . . . . . . .3 - 7 <br />Table 3.3.1. Approximate cost to widen XS 14 weir................................................ ...3-9 <br />Table 3.3.2. Approximate cost for XS1 to XS15 stream restoration............................. ..3-15 <br />Table 3.4.1. Comparison of culvert option costs per lineal foot................................. ...3-17 <br />Table 3.4.2. Approximate cost of North Creede culvert replacement options.................. ..3-18 <br />Table 3.4.3. Approximate cost of North Creede footbridge...................................... ...3-19 <br />Table 3.4.4. Approximate cost of structure removal and stream restoration at North Creede..3-20 <br />Table 3.5.1. Approximate cost to extend existing Commodore pipe system.................... .3-22 <br />Table 3.5.2. Approximate cost for Commodore flood bypass "preliminary" design.......... ..3-26 <br />Table 3.6.1. Approximate cost of gratings above Commodore flume entrance................ ..3-30 <br />Table 3.7.1. Approximate cost of Amethyst debris control structure............................. .3-32 <br />Table 3.10.1. Approximate cost of West Willow bridge bank protection......................... 3-37 <br />Table 4.1.1. Conformance with WCRC goals, approximate costs, and prioritization of proposed <br /> <br /> <br /> <br />mitigation strategies....................................................................................... ..4-2 <br /> <br /> <br />Table 4.3.1. Potential implementation partners or funding sources for each project............ ..4-7 <br />