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<br />In 1971 Littleton voted to provide local funds to assist in <br />acquiring land for a non-structural flood control plan. In 1984 the <br />City acquired and annexed approximately 625 acres encompassing the <br />lOO-year floodplain boundaries of the South Platte River, in the <br />southern portion of Littleton (References 8 and 9). This area, <br />known as the Littleton Flood Plain Park, extends approximately 2 <br />miles north of the Arapahoe-Douglas County 1 ine and allows the <br />rural open space of the area to be retained. <br /> <br />In 1988, immediately downstream of the Littleton Flood Plain Park, <br />the COE completed the installation of a 4-mile channel improvement <br />project, from below West Oxford Avenue upstream to Fairway Lane. <br />State and local funds were also utilized in carrying out this <br />channel improvement project that was designed to contain the 100- <br />year flood discharge. <br /> <br />In an effort to control development and use of floodplain lands, <br />the Ci ty, in 1971, adopted a floodplain zone that overlays the <br />other City-designated land use zones. This zoning ordinance <br />requires strict compliance, and designates appropriate measures to <br />be taken to alleviate potential flood damage where a flood hazard <br />exists. <br /> <br />No major structural improvements have been undertaken by the City <br />on the other tributaries that pass through the city. Minor <br />improvements have been made on both Slaughterhouse Gulch and <br />Li t t le' s Creek in an effort to minimize damage and flooding from <br />more frequent flood events. <br /> <br />Major drainageway planning reports have been completed for <br />Slaughterhouse Gulch, the South Tributary to Slaughterhouse Gulch, <br />and Big Dry Creek, as they pass through Littleton. These reports <br />designate various structural measures and non-structural actions <br />that would be appropriate to alleviate potential flood damage from <br />these streams. <br /> <br />3.0 ENGINEERING METHODS <br /> <br />For the flooding sources studied by detailed methods in the community, <br />standard hydrologic and hydraulic study methods were used to determine <br />the flood hazard data required for this study. Flood events of a <br />magnitude which are expected to be equaled or exceeded once on the <br />ave~age during any 10-, 50-, 100-, or 500~year period (recurrence <br />interval) have been selected as having special significance for <br />floodplain management and for flood insurance rates. These events, <br />commonly termed the 10-, 50-, 100-, and SOO-year floods, have a 10-, <br />2-, 1-, and O.2-percent chance, respectively, of being equaled or <br />exceeded during any year. Al though the recurren:ce interval represents <br />the long-term average period between floods of a specific magni tude, <br />rare floods could occur at short intervals or even wi thin the same <br />year. The risk of experiencing a rare flood increases when periods <br />greater than 1 year are considered. For example, the risk of having a <br /> <br />9 <br />