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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 />VII. <br /> <br />The hydraulic anlllysis terminates at Station 3344 (HEC-2 Section 118) which <br /> <br /> <br />is approximately at FIS Section V. A comparison of water surface elevations <br /> <br /> <br />at FIS Section V are summarized below: <br /> <br />Flood Event <br />IO-Year <br />50-Year <br />lOO-Year <br />500-Year <br /> <br />FrS Section V <br />7124.6 <br />7127.6 <br />7128.5 <br />7130.5 <br /> <br />CLOHR Section 118 <br />7123.6 <br />7128.3 <br />7129.2 <br />7131. 2 <br /> <br />Proposed elevations match the existing FIS elevatiDns at Section W within 1.0 <br /> <br /> <br />feet for all storm frequencies. New flood profiles were plotted for the <br /> <br /> <br />proposed improvements. The upstream water surface elevations are extended past <br /> <br /> <br />Section V and are shown tied into FIS Section X (Figure F). <br /> <br />Enclosed in the A;ppendix are copies of the HEC-2 files <br /> <br /> <br />runs (IO-year, 50-year, 100-year, and 500-year <br /> <br /> <br />improvements and for the updated existing condition. <br /> <br />for the multiple profile <br />events) for proposed <br /> <br />It should be noted that a floodway was not computed for the original Jefferson <br /> <br /> <br />County Flood Insurance Study. Therefore, no floodway data was completed for <br /> <br /> <br />this CLOHR submittal. <br /> <br /> <br />SUlIItARY <br /> <br />Existing floodpla.in conditions were redefined for this study based on more <br /> <br /> <br />detailed and up to date mapping. 100-year flood elevations generally range <br /> <br /> <br />from 0 to 3 feet higher than the FIS through the study reach. This difference <br /> <br /> <br />can be attributed to the new detailed mapping which shows significant <br /> <br /> <br />differences in channel invert elevations from the original study. <br /> <br />4 <br />