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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 />list of Tables, Figures and Appendices <br /> <br />List of Tables <br /> <br />Table 6-1 <br />Table 6-2 <br /> <br />List of Figures <br /> <br />Figure 1-1 <br />Figure 2-1 <br />Figure 3-1 <br />Figure 4-1 <br />Figure 5-1 <br />Figure 5-2 <br />Figure 5-3 <br />Figure 5-4 <br />Figure 5-5 <br />Figure 5-6 <br />Figure 5-7 <br />Figure 5-7b <br />Figure 5-8 <br />Figure 6-1 <br />Figure 6-2 <br />Figure 6-3 <br /> <br />Hydrologic Model Summary of Alternatives <br />Comparison of Estimated Costs for Downstream Storage Alternatives <br /> <br />Local Basin Existing 100- Year Floodplain <br />Existing Hydrograph at Larimer and Weld Canal <br />Location Map <br />Willox Lane 5,000 cfs Diversion <br />Douglas Dam Fuseplug Plan, Profile and Section <br />Typical Profile and Cross Section for Culvert Upgrades <br />Conceptual Design of Detention Basin Embankment - Dams No. 1-3 <br />Dam No.4 Plan, Profile and Section <br />Dam No.5 and 6 Detention sites <br />Willox Lane 500 cfs Diversion <br />Profile of East Vine Diversion <br />Plan of East Vine Diversion <br />Larimer and Weld Canal Gate Structure <br />Hydrographs at Douglas Reservoir <br />Hydrographs at Terry Lake Inlet <br />Hydrographs at Larimer and Weld Canal <br /> <br /> <br />List of Appendices <br />Appendix A Cost Estimate for Recommended Alternative <br /> <br />URS Greiner Woodward Clyde T;\Projects\6824660Dry CrkDiversionLarimerCountylSub_OOl 12,0 Word ProclFlood Control Plan-Rpt.doc 08107/00(2:45 PM) 11 <br />