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Table of contents: 1.0. Updated hydrologic analysis for the design flows -- 2.0. Hydraulic model of Coyote Creek -- 3.0. UPC hydraulic model -- 4.0. HEC-RAS model of the proposed bypass including a diversion feature from UPC -- 5.0. Alternative project configurations and model runs of flood frequencies -- 6.0. Presentation of model and one-percent flood profile of final design configurations -- Recommendations -- References -- Appendix. HEC-RAS outputs.
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