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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 />IV. FLOODPLAINS AND AREAS OF POTENTIAL LOCAL FLOODING <br /> <br />The 100-year potential flooding areas shown in Figure 5, which are al so <br />delineated on the Preliminary Drainageway Design Plans (Sheets 1 through 15), of <br />the Phase B study, can be used in the land use planning and development process <br />in Lafayette and surrounding Boulder County, until all drainageway construction <br />is realized. Residual lOO-year flood prone areas resulting from channel or <br />culvert designs of less than 100-year frequency are also delineated on the <br />drainageway drawings in this report. The flooded areas identified on <br />Figure 5 have been prepared in anticipation of problems that would result from <br />continued land development without providing for drainageway facilities to <br />handle increased runoff due to urbanization. <br /> <br />Flood Frequency <br /> <br />The State of Colorado, Urban Drainage and Flood Control District, Boulder County <br />and the City of Lafayette, consider the 100-year frequency flood as the flood <br />event to be used in designing and protecting structures and dwellings for human <br />occupation. Therefore, all floodplain regulations are based upon the 100-year <br />flood. The 100-year flood occurs, on the average, once in a 100-year period, <br />and has a one percent chance of bei ng equalled or exceeded every year, <br /> <br />Flood Profil es <br /> <br />The potential flooding areas caused by a 100-year frequency flood event with <br /> <br /> <br />full basin development were submitted to the City of Lafayette, Boulder County <br /> <br /> <br />and Urban Drainage and Flood Control District in the form of a 100-year Flooded <br /> <br /> <br />Area Map, contained in the Phase A Development of Alternative Plans dated March, <br /> <br /> <br />1980. This map is presented in Figure 5 of this report. <br /> <br />The Lafayette basin is al so impacted by the IOO-year fl oodpl ain from Coal <br />Creek. The floodplain information for Coal Creek is contained on the "Flood <br />Hazard Analyses, Coal and Rock Creek, Boulder and Weld Counties, Colorado," pre- <br />pared by the Soil Conservation Service, (Reference 2), The approximate limits <br />a re shown on Fi gure 5, but it is recommended that Reference 2 be used for <br />detailed information. The 100-year floodplain identified in the Coal Creek <br />Flood Hazard Analysis report has been designated by the State of Colorado for <br />use in floodplain regulation and management. It is recommended that the <br />enforcement of the 100-year floodplain regulations for Coal Creek be continued <br />by Lafayette and Boulder County. The major drainageways recommended in this <br />study will have no impact on damage mit i gat i on from a 100-year fl ood event on <br />Coal Creek. <br /> <br />Peak discharges for each sub-basin delineated on Drawing B were determined for <br />both existing and future basin conditions for the 2-, 5-, 10- and 100-year <br />frequencies, The sub-basin peak discharges were then routed down existing <br />drainage paths in order to identify the potential flooding areas in Lafayette <br />and adjacent Boulder County. The water surface profiles were computed using the <br />HEC-2 backwater program developed by the U.S, Army Corps of Engineers, <br />Digit i zed potent i al flood area cros s- sect ions \\ere obtai ned from aeri al photos <br />and checked against topographic mapping with 2-foot contour, I-inch to 200-foot <br />scale. Roughness coefficients and hydraul ic structures (cul verts and bridges), <br />were evaluated based on field investigation and survey information. <br /> <br />Flooding Potential <br /> <br />Review of the potential Flooded Area Map (Figure 5) reveals that the potential <br /> <br /> <br />for future fl ood damages is greatest in the lower portions of the drainage <br /> <br /> <br />basin. Flows from upper' sub-basins in Basin 6 result in large shallow flooding <br /> <br />16 <br /> <br />17 <br />