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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />nelized section with reclaimed adjacent floodplain has been proposed <br />downstream to the Colorado & Southern bridge by Brannan Sand and Gravel. <br />PI ans for these improvements have not yet been final ized by Brannan nor <br />accepted by Adans County or the Urban Drainage and Flood Control District. <br />Channel and bridge improvements at Pecos Street have been designed to meet <br />the Urban Drainage & Flood Control District's six-inch overtopping criteria. <br />The remainder of the reach to Huron Street is designated for Floodplain <br />Preservation. <br /> <br />1-2 <br /> <br />. Contents and improvements of the recommended plan shown on each draw- <br />i ng, and <br /> <br />. Detailed description of each drawing. <br /> <br />REACH I (Station 0+00 to Station 153+00) <br /> <br />The Phase B <br />calculations. <br />bound volume. <br /> <br />report also contains major graphical studies, plans, and <br />This Phase B report is contained in a single plastic comb- <br /> <br />Study Reach I, from Huron Street, downstream to the confl uence of the South <br />Platte River is designated for Floodplain Preservation with Limited <br />Improvements, including the removal of a constriction between Station 2+00 <br />and 4+00 and the construction of 400-feet of channel extension from the <br />existing Brannan Sand and Gravel channel to the South PI atte River. This <br />segment is located between Colorado State Highway 224 and Interstate-76. <br /> <br />THE STUDY AREA <br /> <br />PURPOSE AND SCOPE <br /> <br />The lower Clear Creek study area includes that reach of Clear Creek from its <br />confluence with the South Platte River, west to the Wheat Ridge corporate <br />limits, at Youngfi e 1 d Street. With in the study area, Cl ear Creek passes <br />through unincorporated areas of Adams and Jefferson Counties, and the Cities <br />of Arvada and Wheat Ridge. <br /> <br />The Phase B study, Prel iminary Design, was developed and refined based upon <br />our Phase B Scope of Services stated in our contract with the Urban Drainage <br />and Flood Control District, with recommendations resulting from the Phase A <br />Study (Reference 42), and adoption of the selected alternatives by the <br />Cities of Wheat Ridge and Arvada, Adans County, and the Urban Drainage and <br />Flood Control District. Prel iminary designs have been prepared in <br />sufficient detail to pI an bridge and culvert improvements, channel <br />mod ifications, and to ident Hy flood hazard areas for fl oodpl ain management <br />and preservation. The Prel iminary Design plan specifically includes: <br /> <br />The Clear Creek drainage basin, above Golden, Colorado, contains some 400 <br />square miles, with the total basin area above the confluence of the South <br />Platte River containing a total area of 575 square miles. The drainage <br />basin boundary is shown in Figure I-I. <br /> <br />. Detailed cost estimates for the proposed improvements. <br /> <br />For purposes of this study, lower Clear Creek has been divided into five <br />study areas, shown in Figure 11-1 and described in detail in Section II of <br />this report. The study area contains approximately the lower 12 miles of <br />the Clear Creek mainstream. <br /> <br />. Prel iminary design of drainage facil ities on 22" x 34" pI an and pro- <br />file my 1 ars. <br />