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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />, I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Chgygnne <br />:itv Wyomil'ig. ~ I <br />, colorado.., @ortCollins J <br /> <br />~. ~{.~" \~~j~ Doronvar .!f. <br />c:::" . '" "~.')j/.p~fI!J .' K. <br />;-. ~.~ ''''''... ";,~1f" 'P'J!!. '\ . I <br />,,':~\':~~~t;J\~* ,~~~4~:olor_a~o Springs <br />. ,;;l; . ,;_"f~B.uena Vi!S:~;' pueblo <br />"V,i....~ ;- ~~:t~( ~ _',': @.l <br /> <br /> <br />;;<""1:" <br /> <br />Ot'ado <br />NeW,Mexico . <br /> <br />... <br /> <br />ok! <br /> <br />f <br /> <br />Figure 3.8 - Map ofthe Town of Buena Vista in <br />Relation to the State of Colorado. <br />Map courtesy of Mapquest website. <br /> <br />Hvdrolol!:ic and Hvdraulic Conclusions <br /> <br />There was no reported flooding associated with any streams or rivers in the studied area. <br />Any damage was due to the mudslides and overland flow that resulted from the storm. <br /> <br />According to information obtained from Mapquest, and Buena Vista's Chamber of <br />Commerce website, Buena Vista lies near the headwaters of several major rivers <br />including the Arkansas. The area surrounding the town has several rivers, creeks, and <br />drainage ditches. Whitewater rafting in the area is extremely popular and Buena Vista is <br />even considered by many to be the U.S. capitol of whitewater rafting. The town lies near <br />an elevation of7945 feet above sea level with Cottonwood Pass, just to the west of the <br />town, topping out at an elevation of 12,126. <br /> <br />Hydrologic analyses were performed using available baseline data from NOAA Atlas 2 in <br />order to generate Intensity Duration Frequency, or IDF, curves for rainfall events near the <br />Buena Vista and Cottonwood Pass area. Using the rainfall amount mentioned in the <br />Storm Characteristics section of this report, and the estimated duration of the storm, one <br />could determine the frequency of the specific event. The results of this analysis are <br />shown in Table 3.1 below. <br /> <br />Table 3.1 - H <br />Flood Event Date 22, 2002 <br />Studied Duration (hrs) 1.0 <br />5- YR Total Precipitation (in.) 0.90 <br />lO-YR Total Precipitation (in.) 1.10 <br />Total Event Precipitation As Reported (in.) 1.00 <br />Est. Event Fre nene Less Than 10 <br /> <br /> <br />No flow gages were analyzed in this analysis because there were no reports of flooding <br />due to nearby streams. However, a USGS flow gage was found on the Arkansas River <br /> <br />ICON Engi:1eering. Inc <br /> <br />22 <br /> <br />January 2003 <br />