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<br />I <br />I <br />I <br />. <br />I <br />. <br />I <br />I <br />I <br />. <br />I <br />I <br />I <br />I <br />. <br />. <br />I <br />I <br />I <br /> <br />II. PURPOSE AND SCOPE <br /> <br />Acknowlede:ements <br />This report was prepared by Kiowa Engineering Corporation under contract with the <br />UDFCD. <br />Topographic mapping and digitized cross sections were provided by Landmark Mapping <br />Ltd. Original mapping was prepared with two-foot contour inteIVals at a scale of I" = 100'. The <br />[mal floodplain maps were reduced by 50 percent to facilitate inclusion in this report. <br />The mapping was prepared according to the specifications of the UDFCD, and meets <br />National Map Accuracy Standards. Ground control surveys for the topographic mapping were <br />performed by Landmark Mapping, Ltd. Aerial photography was prepared by Rocky Mountain <br />Aerial Surveys, Inc. The aerial photography is dated December 29, 1991. <br /> <br />This report was prepared to guide local government officials in planning the use and <br />regulation of the lOO-year floodplain. The report includes bformation on the nature and extent <br />of probable future floods along 4.5 miles of Beebe Draw in northern Adams County and about <br />one mile each of Magpie Run, Meadowlark Run and Redwing Creek between Interstate 76 and <br />Beebe Draw. <br />The loo-year flood should be given appropriate consideration before planning further <br />development in the drainage basin, and within the floodplain. The report provides a suitable <br />basis for the adoption of land use controls to guide floodplain management and minimize flood <br />losses. Flood water surface elevations and floodplain boundaries are often revised by road and <br />bridge construction, floodplain development, flood control improvements, or natural processes. <br />Prior to utilization of this report for planning or design purposes, the user is advised to contact <br />the local government, UDFCD, or CWCB to determine if the information in this report has been <br />amended. <br />This report was prepared following the format of the UDFCD's Flood Hazard Area <br />Delineation (FHAD) Reports. The scope consists of the following items: <br /> <br />1. A summary of pertinent data or information. <br /> <br />2. Identification of major basin features. <br /> <br />3. History of the stream relative to flooding, and a description of various hazards associated <br />with the areas in or near the 100- year floodplain. <br /> <br />4. Hydrologic analysis including rainfall data, drainage basin parameters, flood flows, and <br />design hydrographs. <br /> <br />5. Hydraulic analysis and summary of hydraulic data. <br /> <br />6. Plan and profile information, including loo-year floodplain limits, 10- and loo-year <br />flood profiles showing the water depths relative to the stream bed, typical cross-sections, <br />locations of all cross-sections utilized in hydraulic computations, and design flows and <br />velocities at appropriate locations. <br /> <br />7. Tabulation of flood hazard information for each cross section including section number; <br />reference stationing; thalweg elevation; 10-,50-, and loo-year discharges and water <br />surface elevations; loo-year flood water surface elevation; top width of proposed <br />floodway; floodway width on left and right side of thalweg; floodway water surface <br />elevation; and mean velocities of loo-year flood for both floodplain and floodway. <br /> <br />8. The determination of a floodway based on an equal degree of encroachment which <br />results in a total water surface elevation increase of no more than one-half foot. <br /> <br />2 <br />