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<br />2.3 Principal Flood Problems <br /> <br />Past flooding along most of the streams in Denver has been well documented in <br />several reports by the USACE and the UDFCD. <br /> <br />Large floods have been reported on the South Platte River in 1844, 1864, 1867, 1876, <br />1894,1921,1933,1942, 1965, and 1973. The Largest and most damaging of these <br />occurred June 16 and 17, 1965, when a discharge of 40,300 cubic feet per second... <br />(cfs) was computed at U.S. Geological Survey stream gage No. 06714000 near the <br />19th Street bridge in Denver. Flooding occurred throughout the South Platte River <br />Basin with six persons drowned, two other deaths caused by flood-related activities, <br />and estimated damages of $500 million, of which $300 million occurred in the <br />Denver area (References 3-7). <br /> <br />Past floods on Clear Creek in the Denver area have been infrequent and usually not <br />severe in the lower reaches. The major flooding has occurred upstream from Denver, <br />including the City of Golden in 1888 (8,700 cfs) and 1956 (5,250 cfs), and Derby in <br />1965 (5,070 cfs) (Reference 8). <br /> <br />Flooding has occurred along Bear Creek in 1876, 1894, 1896, 1957, 1965, and 1969. <br />The 1896 flood was the largest experienced, with 27 lives lost and severe property <br />damage reported from the Town of Evergreen to the mouth. The discharge at the <br />Town of Morrison gaging station was 8,600 cfs (Reference 9). <br /> <br />Prior to the construction of C'herry Creek Dam, major floods occurred on <br />Cherry Creek in 1864, 1885, 1912, and 1933. Both the 1912 and 1933 floods were <br />reported to have resulted in damages of approximately $1 million (Reference 10). <br />Construction of Cherry Creek Dam was completed in 1950, and the dam is estimated <br />to have prevented considerable damage during the flood of June 1965. <br /> <br />From 1942 to the present, there have been at least 14 years with major flooding <br />events from Cherry Creek, during which flooding of premises and impedance of <br />traffic occurred. Flood-causing rainfall in these years produced overland inundation <br />of homes and streets to depths of as much as 4.5 feet. Floodflows in this area <br />(north of Lowry Air Force Base) for these storm events were in the range of <br />300 to 600 cfs. From 1942 through the early 1960s, flooding problems were <br />confined to areas downstream of Lowry Air Force Base. Since approximately 1965, <br />rainfall flood events have begun to occur in the upper watershed as a direct result of <br />the increasing density of development (Reference 11). <br /> <br />For Dry Gulch (Lakewood Gulch Tributary), there are no accurate records of flood- <br />history available; however, it is well known that there have been numerous instances <br />of minor damage occurring at several locations along the stream (Reference 12). <br /> <br />Prior to 1965, Harvard Gulch experienced regular flooding due to summer <br />thunderstorms. Considerable encroachment of the floodplain and channel occurred <br />because of the lack of city zoning designed to prevent such encroachment. The <br />infringement on the channel was so complete that the defined channel ended <br /> <br />8 <br />