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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 />- FUTURE FLOODS - <br /> <br />floodplain and the water surface profile. Table V, <br />F100dway Reference Data," presents the computed <br />elevations, along with other pertinent floodplain <br />descriptive data. <br /> <br />"Floodplain and <br />100-year flood <br />information and <br /> <br />Flood Frequency and Discharge <br /> <br />The 100-year flood is based upon recorded historical precipitation and <br />other valid data and, statistically, has a one percent chance of being <br />equalled or exceeded during anyone year. Likewise, the 10-year flood <br />has a ten percent chance of being equalled or exceeded during anyone <br />year. The 100-year flood is also commonly referred to as the base <br />flood, regulatory flood, and intermediate regional flood. <br /> <br />Present development along the Todd Creek main stem and tributaries is <br />very light. The majority of land adjacent to the streams is used for <br />agricultural purposes. Several streamside oil and gas wells are also <br />present. Very little subdivision type residential development has <br />occurred within the basin. Instead, many of the residential dwellings <br />appear to be older farmhouses and scattered rural type development. <br /> <br />The discharge probability profiles in Figures 3 through 5 graphically <br />represent the rel ati ve magnitude of the major flood events. Thi s <br />information is useful not only for regulating future floodplain <br />construction, but also for planning and engineering of channel <br />improvements, flood protection facilities, and road crossings. <br /> <br />The Todd Creek mai n stem and tri butary channels are generally well <br />defi ned with adequate conveyance for the 100-year flood. However, <br />problem areas do exist and are created primarily by inadequate road <br />crossings, existing reservoir embankments, or breached reservoir <br />embankments. <br /> <br />The 100-year flood is i dentifi ed by the Urban Drai nage and Flood <br />Control District, the Colorado Water Conservation Board and the <br />Federal Emergency Management Agency (FEMA) as the flood magnitude used <br />for the regulation of floodplains and for the design of improvement <br />facilities. However, the UDFCD and FEMA differ in their definition of <br />the 100-year flood. FEMA uses existing basin development for <br />hydrology calculations, and the UDFCD uses future basin development. <br />Both agencies use the existing channel facilities to convey flows. In <br />Colorado, the 100-year floodplain represents an area of state interest <br />as defined in H.B. 1041. <br /> <br />The fo 11 owi ng <br />of 100-year <br />tri butari es. <br /> <br />several pages of narrative <br />flooding for the Todd <br /> <br />contain a general description <br />Creek main stem and four <br /> <br />Todd Creek Main Stem: The study reach for the Todd Creek main stem <br />begins at its projected confluence with the South Platte River (Cross <br />Section No.8) and ends at Cross Section No. 97, 2500 feet upstream of <br />Holly Street. Floodplain limits and the water surface profile for <br />this reach are shown on Plan and Profile Sheets 2 through 13, and <br />Floodplain Map Sheets 23, 24, and 25. <br /> <br />Flooded Areas <br /> <br />Stream crossings in this reach include Holly Street, Quebec Street, <br />Yosemite Street, Elmira Drive, Havana Street, and Riverdale Road. An <br />unnamed private road and the Brantner Ditch Flume also cross Todd <br />Creek in the lower portion of the study area. The stream gradient for <br /> <br />The Appendix of this report contains the Flood Hazard Area Delineation <br />plan and profile drawings showing the limits of the 100-year <br /> <br />14 <br /> <br />