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<br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />1 <br />I <br />1 <br />I <br />1 <br /> <br />water surface elevation was obtained from the results of the rating of <br />the bridges, culverts, and detention routing. Discharge and corresponding <br />water surface elevations for the future development condition 10 and 100 <br />year flood were input and backwater profiles calculated. These data were <br />then plotted on the 1" = 100', 2 foot contour interval mapping and the 100 <br />year flood plain was outlined (see sheets 3 to 14 in the Appendix). <br />D. Flood Plain and Floodway Data <br />A feature of the floodplain regulations of the U.D. & F.C.D. and City <br />of Lakewood is the provision for the subdivision of the Flood Regulatory <br />District (flood plain) into the Floodway District and the Flood Storage <br />District. The difference in the flood districts is the degree of regulation; <br />the Floodway District has strict regulations, whereas the Flood Storage District <br />is developable under certain conditions. The flood plain and floodway <br />information have been determined for this study. <br />To define the floodway, the flooded overbank area of.the channel was <br />reviewed for the 100 year flood water surface. If the depth was less than or <br />equal to 2 feet and the flow velocity was less than or equal to 4 fps, then <br />the overbank area was subdivided into the Flood Storage District. However, <br />the division must not cause a 100 year flood water surface profile rise of <br />more than one-half (0.5) foot above that for the Flood Regulatory District <br />based on the assumption that there will be an equal degree of encroachment <br />extending for a significant reach on both sides of the stream. <br />The flood plain and floodNay data have been tabularized (Table 5) for <br />the cross-sections used in the backNater analysis. The sections are referenced <br />to the channel station (sta 0+0 taken at the confluence of McIntyre Gulch <br />with Lakewood Gulch), and the locations are shown on sheets 3 to 14 in the <br /> <br />Appendix. The tabularized data for the flood plain include the 100 year <br />flood discharge, the thalweg elevation (the lowest point in the stream <br />bed), the 100 year flood elevation, and the 100 year flood plain width. <br />The tabularized data for the floodway include the distance left and right <br />of the thalweg, the total floodway width, and the floodway elevation. <br /> <br />8 <br /> <br />1 <br /> <br />---~""',,,,,-,,,~-__. _.a. <br />