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<br />I <br /> <br />2 <br /> <br />I <br /> <br />Therefore, upon official approval of this report by the Colorado Water <br /> <br /> <br />Conservation Board, the areas described as being inundated by the 100- <br /> <br />year flood (Intermediate Regional Flood)l can be designated as flood <br /> <br /> <br />hazard areas and their use regulated accordingly by the local agencies. <br /> <br />Aerial photography and contour mapping were provided by the Colorado <br /> <br /> <br />Water Conservation Board and prepared by Bell Mapping Company of Denver, <br /> <br /> <br />Colorado, October 1977. The contour interval on all mapping was two- <br /> <br /> <br />feet with a one-inch equal to 100-feet horizontal scale, llaps can be <br /> <br />obtained from Boulder County, <br /> <br />I <br /> <br />I <br /> <br />Purpose and Scope <br /> <br />I <br /> <br />Related Flood Studies <br /> <br />I <br /> <br />This report was prepared to guide local officials in planning the use <br /> <br /> <br />and regulation of the floodplain areas such that flood hazards and fu- <br /> <br /> <br />ture damages are eliminated or minimized. It includes information on <br /> <br /> <br />historical floods, existing factors which influence the flood hazard, <br /> <br />and the nature and extent of probable future floods, <br /> <br />A floodplain information report that included 1.5 miles of South St, <br /> <br /> <br />Vrain Creek at Lyons was prepared by the Army Corps of Engineers in <br /> <br /> <br />1972 (Reference 4), In that report, the 100-year flood water surface <br /> <br /> <br />profile for the South St, Vrain Creek reach is one to three feet higher <br /> <br /> <br />than the 100-year flood profile developed in the present study. Dis- <br /> <br />I <br /> <br />I <br /> <br />The report data includes flooded area maps delineating the 100-year <br /> <br />flood boundary, flood profiles and floodplain cross sections showing <br /> <br /> <br />the high water elevations for the 10-, 50-, 100- and sOO-year floods at <br /> <br /> <br />selected reference points. A supplement to this report in the form of <br /> <br /> <br />a technical addendum includes the supporting engineering and hydrologic <br /> <br /> <br />data which may further be used in engineering studies in the location <br /> <br /> <br />and design of roads, bridges and channel modifications, <br /> <br />cuss ions with the Corps of Engineers <br /> <br /> <br />surface profile was computed using a <br /> <br /> <br />estimated. In addition, the earlier <br /> <br />channel and floodplain conditions. <br /> <br />verified that the earlier water <br /> <br /> <br />higher discharge, which was over- <br /> <br /> <br />profile was based on 1971 stream <br /> <br /> <br />Since the water surface profile in <br /> <br />I <br /> <br />I <br /> <br />the present study results from a more accurate discharge and reflects <br /> <br /> <br />existing field conditions (1977), it super cedes the water surface pro- <br /> <br /> <br />file in the previous Corps of Engineers' report. <br /> <br />I <br /> <br />Acknowledgements <br /> <br />I <br /> <br />I <br /> <br />The assistance and cooperation of the below listed agencies and organ- <br /> <br /> <br />izations in addition to numerous private citizens in suppling informa- <br /> <br /> <br />tion and data are appreciated and gratefully acknowledged. <br /> <br />I <br /> <br />I <br /> <br />U.S, Department of the Interior, Geological Survey <br />U,S. Department of the Army, Omaha District, Corps of Engineers <br />Colorado Water Conservation Board <br />Colorado Division of Water Resources <br />Boulder County Public Works Department <br /> <br />'I <br /> <br />I <br /> <br />IThe terms "Intermediate Regional Flood", "lOO-year flood", and "one <br />percent flood" can be used interchangeably as they are all defined by <br />the same type of flood event (see Glossary), However, to avoid con- <br />fusion, the term "lOO-year flood" will be used exclusively throughout <br />this report. <br /> <br />\1 <br /> <br />I <br />