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<br />type of structure, construction IIIaterial used, size, condition, and <br /> <br /> <br />apparent age. The content value of each building was determined by <br /> <br /> <br />activity. <br /> <br />Table 3 <br />Structure Inventory and Value <br /> <br /> Number <br />Study of Structure Content <br />Area Activitv Structures Value Value Subtotal <br />Elm Creek Residential 26 $ 769,240 $384,620 $1,153,860 <br /> Commercial 21 1,422,000 928,070 2,350,070 <br /> <br />Shell Creek Residential <br /> <br />13 <br /> <br />562,660 <br /> <br />281,330 <br /> <br />843,990 <br /> <br />FLOOD EVENTS EVALUATED FOR DAMAGES <br /> <br />" <br />" <br />'. <br /> <br />The damage pocential was investigated for the lO-, 50-, and 100- <br /> <br /> <br />year flood events estimated i~ this study. As indicated previously, <br /> <br /> <br />the 1990 flood on Elm Creek was estimated to be a 50-year frequency. <br /> <br /> <br />Flood damages were estimated for residential and nonresidential <br /> <br /> <br />structures and contents using the flood damage model. <br /> <br />Table 4 summarizes the number of residential and <br />.' <br />commircial buildings affected by the repres~n~ative flood evencs. <br />~ <br /> <br />Table 4 <br />Number of Scruccures Affeeced by Various Flood Events <br /> <br /> FLOOD EVENT <br />Study (l990 Flood) <br />.in!! Activitv lO-Year 50-Year 100-Year <br />Elm Creek Residential 14 19 19 <br /> Commercial 15 - 21 2l <br /> ~ <br />Shell Creek Residencia1 5 13 13 <br /> <br />13 <br />