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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 />SECT! ON I V <br />FLOODPLAINS <br /> <br />The data base required for this program consists of cross sectional channel <br /> <br /> <br />shapes, roughness, and survey information about culverts and bridges. The <br /> <br /> <br />majority of the information is provided by 2-foot contour I-inch to IOO-foot <br /> <br /> <br />scale aerial topographic mapping and surveyed culvert information. This was <br /> <br /> <br />supplemented by a field trip in which detailed notes were taken of various <br /> <br />soil, channel, and culvert conditions. <br /> <br />GENERAL <br /> <br />Floodplain delineation in a dependable manner is the cornerstone to <br /> <br /> <br />reasonable flood plain controls. Private property is being regulated for <br /> <br /> <br />the good of the private property owner, his neighbor, the general public, <br /> <br />and to reduce the liability of government. The flood discharge and the <br /> <br /> <br />floodplain boundaries must be established in accordance with reasonable <br /> <br /> <br />and accepted engineering methods. <br /> <br />Floodplain mapping was prepared In plan format from calculated flood profiles <br />and will be used for flood control and land use planning purposes. <br /> <br />FLOOD FREQUENCY <br /> <br /> <br />The frequency of occurrence of the regulatory flood for land use regula- <br /> <br /> <br />tion purposes is the I percent flood event (IOO-year flood) with future <br /> <br /> <br />development. This flood has a I percent chance of occurring, or being <br /> <br />exceeded, in any given year. <br /> <br />Field inspection of the floodplain was undertaken to check the map for <br />conformance to actual field conditions. <br /> <br />The floodplain mapping was submitted to the Colorado Water Conservation <br />Board in the form of a Flood Hazard Area Del ineation Report dated July, 1977 <br />for Official designation and was so designated on March 15, 1978. <br /> <br />The I percent event criteria provides for a basic waterway which will <br /> <br /> <br />function during larger, as well as smaller floods and is a reasonable <br /> <br /> <br />basis for public safety and protection. <br /> <br />PRINCIPLES OF FLOODPLAIN CONTROLS <br /> <br />FLOOD MAGNITUDE <br /> <br />The overall purpose of floodplain controls is to: <br /> <br /> <br />. Protect the public health, safety, and general welfare. <br /> <br /> <br />. Minimize flood losses in areas subject to flood hazards. <br /> <br />. Promote the wise use of the floodplain. <br /> <br /> <br />. Provide for the preservation of floodways and floodplain storage <br /> <br /> <br />areas in order to protect those downstream from increased flooding. <br /> <br />The rate and volume of the I percent flood has been determined for the <br /> <br /> <br />existing and future development and is presented in Section III. The flood <br /> <br /> <br />is defined using procedures of the Runoff Section of the Urban Storm <br /> <br /> <br />Drainage Criteria Manual supplemented by additional modeling techniques. <br /> <br />FLOOD PROFILES <br /> <br />Floodplain controls are critical factors in drainage management. Successful <br /> <br /> <br />floodplain controls will preserve a reasonable path for floodwaters by con- <br /> <br /> <br />trolling development in flood hazard areas, prevent loss of floodplain <br /> <br /> <br />storage volume and prevent the introduction of structures, property or <br /> <br />land uses into the floodplain which would result in damages. <br /> <br />The floodwater surface profiles are computed using standard engineering <br /> <br /> <br />techniques. The basic procedure in determining the ft-oodplain was the <br /> <br /> <br />HEC-2 backwater program developed by the USACE. A backwater program is <br /> <br /> <br />necessary to determine the flow depth upstream of the multitude of bridges, <br /> <br /> <br />culverts, and various channel constrictions of South Lakewood Gulch. <br /> <br />(Ref. 5, 6). <br /> <br />IV-l <br />