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<br />. Walls/Levees/Berms. Individual walls, levees, or berms can blJ used to protect <br />one or several buildings. The cost varies, depending on the typc ofprotcction used and <br />the level of flood protection required. Generally, wall, are the most costly and small <br />levees are the lea,t costly. This technique may be justified for one or several isolated <br />buildings which are subject to frcquent flooding at rnoderate flood leve Is, One problem <br />associated with this type of flood proofIng is that sufficient room is normally not <br />availahle for levees. Aeeess problems are caused by either levees or walls, and at levels <br />of more thana few feet, they are likely to be aesthetically unaccept.lb!c. Additionally, <br />because of the associated problems, these structures may be limil<:d to lower-level <br />flooding and may not providcprolcction or rcduce damages at less frequent but more <br />severe kvels of flooding. <br /> <br />sienificantlv reduce the potential forlossoflifeand,to some extent ,redllcedamagesby <br />- . <br />moving contents to higher elevations and evacuating vehicles. Currently, Fort Collins <br />does not have a flood warning system on Dry Creek. Based on a reconnaissance-level <br />analysis, it was determined that a flood waming system may be effective for reducing <br />the potential for loss of life and, if feasibility studies were conducted, a detailed <br />assessment of a flood warning system may be warranted. An effective emergency evac- <br />uation plan would consisl of: (1) a warning system; (2) a m~s of disseminating an <br />evacuation order 10 the pcoplc; and (3) a means of establishing evacuat ionprocedllres, <br />evacuation routes, and shelters for evacuees during a flood. Becauseofth eshortpeaking <br />time on Dry Creek, a flood warning and emergency evacuation plan alonc would not be <br />an effective means of reducing flood damages. <br /> <br />. Raising. E.levating existing stTUctures to eliminate or reduce flood damages is <br />a method of flood proofing. This approach is generally the most costly and is only feas- <br />ible in exttcme situations with frequcnl flooding. Additionally. thc e!o.:vation of an <br />existing structure can make it less accessible and is often considered an aesthetic <br />detriment. <br /> <br />fLOOD Il\StTRANCE <br />Flood insurancc would reduce the financial cffect of flood losses by distributing <br />these losses over time and to larger populations. Existing flood damage potcntial would <br />not be reduced because neither floodplain land use nor the incidence of flooding would <br />bechangcd. <br /> <br />~WOJl W^RNI:'\G A:'\D EMERGE\'CY EVACUATION" <br />An effective flood warning system includes flood forecasting, flood warning, and <br />emergcncyevacuation. Forecasting reliabilitydepellds on the size of the drainage area <br />ar.d other hydrologic factNs_ The fea\ibilit)' ofa warning syslem depcnds on the avail. <br />able communications network and the <.li~trihution of people In the flood plain. Accurate <br />forecasts and warnings that permit sufficient time to evacuate the flood plain can <br /> <br />Flood insurance has been availabk to property owners in the Dry Creek flood plain <br />for over a decade. Both thc City of Fort Collins and Larimer County have passed the <br />necessary land use regulations for their respective juri>di~tions and have cnrolled in <br />FEMA's regular flood insurance program, The City enrolled in the regular flood insur- <br />ance pTl'lgram in 1uly 1979. and the county enrolled in this program in April 1979. In <br />1990,109 structures within the city and 395 structures in the unincorporated part of the <br />county were insured as part of the flood Insurance program. It is not known how many <br />oflhe insured stru~ture,are located within the Dry Creek flood plain. <br /> <br />Flood proofing could be considered forspedfic high-darnagestructures that are <br />subject to flooding, Generally, it is not considered a feasible alternative for resolving <br />flood problems on Dry Creek, <br /> <br />53 <br /> <br />5.4 <br />