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<br />Detailed information on floods before the turn of the century is very limited. <br />Information on past flooding is based on newspaper accounts and interviews with <br />long-time residents of the area. <br /> <br />Large floods have occurred in 1909, 1921, 1933, 1941, 1957, 1965 and 1974. <br />The flood of June 1921 is considered the most severe flood known in the area. <br />Peak discharges have been estimated by the United States Geological Survey <br />(USGS) at 2,760 cubic feet per second (cfs) for Oak Creek and 3,720 cfs for Coal <br />Creek. Floods in 1909 and 1932 were characterized by high-intensity <br />cloudbursts, while the floods in 1941, 1957, and 1965 were caused by high- <br />intensity cloudbursts coupled with hail-choked runoff channels. <br /> <br />2.4 Flood Protection Measures <br /> <br />In the 1930's, Coal Creek, in and around the City of Florence, was lined with <br />concrete slabs, grouted in place to form a concrete slope wall lining both sides of <br />the creek. The concrete lined portions of Coal Creek channel extend <br />southwesterly from immediately downstream of railroad Street Bridge to <br />immediately upstream of 5th Street in the north. A concrete floodwall (height <br />ranges from 1 to 3 feet above existing ground) was added at the banks of the <br />lined channel between Railroad Street and 5th Street. In accordance with FEMA <br />regulations, the analysis of the channel included modeling the floodwall in place <br />and breached. This channel through the City of Florence, however, is capable of <br />conveying only the minor flood volumes through the city without exceeding the <br />capacity of the channel and bridge structures over the channel. <br /> <br />Various agencies have performed minor channel clearing and installed riprap <br />along Coal and Oak Creeks, but no extensive flood control work has been <br />performed since the 1930's. <br /> <br />Dry Creek, a right bank tributary of Oak Creek, conveys floodwaters through the <br />City of Florence in a northerly direction. This stream, lying between Oak Creek <br />on the west, and Coal Creek on the east, enters the City of Florence at <br />approximately the Denver and Rio Grande Western Railroad and Frazier Avenue, <br />and enters the Oak Creek channel at approximately West Eighth Avenue, just <br />north of the City of Florence corporate limits. The Dry Creek Reservoir, <br />constructed in 1970 by the U.S. Department of Agriculture, Natural Resources <br />Conservation Service (NRCS), formerly the Soils Conservation Service (SCS) <br />has provided substantial relief from floods originating in the Dry Creek Basin. <br />The Dry Creek reservoir has 0.50 square mile of tributary drainage area. Prior to <br />construction of this reservoir, short duration, high intensity, summer <br />thunderstorms caused extensive damage to roads, schools, homes, and business <br />establishments in the City of Florence. The reservoir will contain the runoff from <br />a storm approximately five times the volume of a 10-percent-annual-chance <br />frequency storm. Peak flows from the local area below the reservoir will be <br />contained in the outlet channel and be through the basin by the time the <br />maximum peak flow, from the principal spillway occurs. <br /> <br />The City of Florence adopted a flood plain ordinance in December 1978 that <br />prohibited further development based on the Flood Hazard Boundary Map <br /> <br />6 <br />