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<br />3.2 Floodplain Management <br /> <br />There are several unresolved floodplain management issues <br />which were brought to the surface as a result of the recent <br />flooding on Fall River. These issues include the lack of a for- <br />mal insurance zone for dam failure floods, the very low number of <br />insured properties in Estes Park and the state, the availability <br />of floodplain mapping, and the adequacy and enforcement of local <br />floodplain management regulations. <br /> <br />Other floodplain management issues that have become apparent <br />are the lack of a State program to acquire floodplain land for <br />open space, management of State owned property in the floodplain, <br />and the design of private bridges in the floodplain. <br /> <br />3,2.1 Dam Failure Flood Zone <br /> <br />The flood on Fall River was, on the average, about 2 1/2 <br />times as deep as the estimated 500-year flood stage, Flood <br />waters greatly surpassed the 500-year flood boundaries indicated <br />in the town's flood insurance study, <br /> <br />since the regulation of floodplains in the united States is <br />based on the 100-year flood, the extent of flooding which may be <br />expected to occur below a reservoir as the result of a darn fail- <br />ure has not, with few exceptions, been included in federal or <br />State conducted floodplain studies. <br /> <br />In response to specific local requests, the CWCB has pro- <br />vided assistance to local communities by requesting the Soil <br />Conservation Service to make a detailed study on the extent of <br />flooding in the event of a dam failure, The SCS has conducted <br />detailed dam flood studies and on Box Elder Creek in Weld <br />County, Flood insurance rate maps, which are a product of the <br />federally subsidized flood insurance program, take into account <br />only flooding fram natural runoff and precipitation events, <br /> <br />In fact, as a matter of common practice, most engineers will <br />exclude from the calculation of peak discharge the drainage area <br />above any dam built with and operated for flood control bene- <br />fits. This will indicate lower peak discharges from rainfall due <br />to a reduction in basin area. Otherwise the presence of a dam in <br />flood hydrology studies is essentially ignored by assuming the <br />reservoir at normal operating level and routing the flood through <br />the emergency spillway. <br /> <br />Evaluation of the flood hazards of existing or proposed dam <br />should they break would assist planning for development in down- <br />stream areas and help emergency preparedness and rescue agencies <br />prepare for disasters, <br /> <br />Due to lack of funding, however, the State has never been <br />able to implement a program for methodically evaluating the flood <br />hazards associated with the failure of dams in Colorado, <br /> <br />57 <br />