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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />4.5 <br /> <br />~ <br /> <br />- <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Jackass Gulch. <br /> <br />. Flood waters will pond at the intersection of Santa Fe Drive and Mineral <br />Avenue causing traffic problems. During a 1 DO-year event, pending will <br />be Dver 7 feet deep. <br /> <br />Lower Dad Clark Gulch. <br /> <br />. Flood waters will only affect one house which is built near the channel <br />banks. <br /> <br />Floodolain and Floodwav Data <br /> <br />The limits of future flooding are outlined on the FIDOd Hazard Area Delineation <br />drawings and are tabulated in Table B-1. The drawings graphically represent the <br />100-year water surface profile, channel thalweg profile, channel thalweg <br />reference line, and floodplain limits. The table lists the 1 DO-year flood discharge, <br />flood elevations, flooding widths, and channel thalweg elevations at each cross- <br />section of the drainage reaches studied. <br /> <br />Floodways were also computed for each drainageway. A floodway represents <br />that portion of the floodplain which is required to pass the 1 DO-year flood event <br />without raising the water surface more than an acceptable amount and which <br />represents hazards to personal safety and welfare. In this study, the maximum <br />amount of rise was 0.5 foot. Floodway widths, which represent the maximum <br />limits of encroachment into the floodplain, are tabulated in Table B-1 along with <br />the floodplain data. The locations of encroachments and expected water surface <br />elevations after encroachment are also tabulated. In some locations, the 100- <br />year water surface is contained entirely within a well-defined channel. <br /> <br />6 <br />