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<br />I <br /> <br />I <br /> <br />I <br /> <br />1" ~ 100', At the reaches where water surface elevations rise more than one- <br /> <br /> <br />half foot in the floodway, encroachment on the floodplain should be accom- <br /> <br /> <br />panied by increased channel capacity. The channel cross section should be <br /> <br /> <br />enlarged so that the, one-half foot rise in water surface elevation-criteria <br /> <br /> <br />can be met. <br /> <br /> <br />A detailed: description of the hydraulic analysis performed is included in <br /> <br />the "Technical Addendum" (reference 1S), <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />IV. FLOODPLAIN INFORMATION <br /> <br /> <br />The 100- and SOO-year floodplains were delineated using the information <br /> <br />contained in the water surface profiles and the topographic maps of the study <br /> <br /> <br />area. These floods have an average occurrence of once in the number of years <br /> <br />indicated. For example, the 100-year flood occurs on the average of once in a <br /> <br /> <br />100-year period and has a one percent chance of occurring in any given year. <br /> <br />The 100-year flood is used for floodplain designation as set forth in <br /> <br /> <br />Colorado Statutes. The State of Colorado considers the 100-year recurrence <br /> <br /> <br />interval flood as the flood event to be used in designing and protecting <br /> <br /> <br />structures and dwellings for human occupation. Also, the area inundated by <br /> <br />the 100-year flood may be delineated as an area of State interest as set forth <br /> <br /> <br />in H.B. 1041 - the State's land use bill. <br /> <br /> <br />The SOO-year flood event is useful in making the public aware that flood <br /> <br /> <br />evente larger than the 100-year flood can and do occur. The SOO-year flood <br /> <br />boundary can also be used to limit high risk developments within the <br /> <br /> <br />floodplain. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Flooded Areas <br /> <br />The Boxelder Creek floodplain for the 100- and SOO-year events and the <br /> <br /> <br />100- and SOO-year flood boundaries for Cooper Slough developed basin con- <br /> <br /> <br />ditions and 100-year flood boundaries for existing basin conditions for Cooper <br /> <br /> <br />Slough are shown in Plates 13 through 2S. <br /> <br /> <br />The 100-year flood for Boxelder Creek will result in flooded areas an <br /> <br /> <br />average of 380 feet wide. Channel velocities average about five feet per <br /> <br />second and overbank velocities about three feet per second. Channel depths <br /> <br /> <br />are about six feet on the average; overbank depths vary, but in general are <br /> <br />three feet or less. The flood flows are restricted by roads, canals, and the <br /> <br /> <br />Colorado and southern Railroad tracks in some locations which result in <br /> <br /> <br />floodplain widths over 1000 feet in the vicinity of these restrictions. <br /> <br /> <br />The Cooper Slough floodplain is different from Boxelder Creek as the <br /> <br />area is very flat and the channel capacity is limited in places resulting in <br /> <br /> <br />increased overbank flows and divided flow conditions. The floodplain averages <br /> <br />over 1000 feet in width with channel velocities from one-half to eight feet <br /> <br /> <br />per second. The depth of flooding is generally three feet or less except for <br /> <br /> <br />areas that are ponded. The flow is restricted at Vine Drive, the Colorado and <br /> <br /> <br />Southern Railroad, and Colorado Highway 14. The area south of the Colorado <br /> <br />I <br /> <br />,I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />47 <br /> <br />I <br /> <br />48 <br /> <br />I <br /> <br />I <br />