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<br />I <br />I <br />I <br />I <br />I <br /> <br />I. <br /> <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />INTRODUCTION <br /> <br />The purpose of this Report is to review existing hydrologic and hydraulic studies of a 6,265 foot reach of the <br />Arkansas River at the western boundary of the Cafton City corporate city limits and to evaluate potential <br />alternatives for flood containment. Cafton City (City) contracted with WRC Engineering, Inc. (WRC) on May <br />8, 1996 to perform the following tasks: <br /> <br />1) Review existing hydrologic and hydraulic investigations/studies related to the Reach <br /> <br />2) Format and construct HEC-2 models for the Reach including sections to model the diversion weir and <br />the whitewater bypass <br /> <br />3) <br /> <br />Compute water surface elevations for the 10-, 50- , 100-, and 500-year flood events <br /> <br />4) Prepare a set of conceptual alternative improvement plans (and corresponding costs) for the <br />containment of the lOa-year flood event and make recommendations for selection of a specific plan. <br /> <br />5) Determine the residual lOa-year floodplain based on the selected alternative. <br /> <br />The City was particularly concerned with flooding of approximately 5 acres of private farmland located on <br />the south bank of the Arkansas River upstream of the City's water supply intake diversion weir and other <br />property which is located in the lOa-year floodplain. Preliminary estimates of improvements needed to protect <br />these private properties from the lOa-year event were deemed expensive and potentially detrimental to <br />property owners on both banks. During a meeting with the City on August 12, 1996, WRC was asked to <br />modify the scope of services for the project. The City asked WRC to evaluate alternatives that would provide <br />this property with the same level of protection that the existing levee provided before construction of the <br />City's diversion weir and whitewater by-pass. <br /> <br />II. <br /> <br />STUDY AREA <br /> <br />The Arkansas River Reach (Reach) analyzed in this report begins at the western corporate limits of Cafton <br />City and extends 6,265 feet downstream (east) to First St. Exhibit A shows the vicinity map from the Flood <br />Insurance Study (PIS) with the upstream and downstream limits of the Reach labeled as "WRC Study Limits" . <br /> <br />WRC relied on site data and maps from several sources (See References Section) which was provided by the <br />City of Cafton City. Data used for evaluating existing conditions included City provided aerial photography <br />(prepared by Kucera West, taken March 21, 1994) on a 1" = 1 00' scale. Federal Emergency Management <br />Agency (FEMA) Floodway 1" =200' topographic maps (November 3, 1982), Water Treatment Improvement <br />