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FLOOD04012
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Last modified
1/25/2010 6:45:00 PM
Creation date
10/5/2006 12:16:45 AM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
184
County
Jefferson
Community
Unincorporated Jefferson County
Stream Name
Bear Cree, Mt. Vernon Creek, Sawmill Gulch, etc.
Basin
South Platte
Title
Flood Hazard Area Delineation - Southern Jefferson County
Date
12/1/1981
Designation Date
2/5/1982
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br /> <br />I <br /> <br />I <br /> <br />Other Floods: The storms of July 7, 1933 and September 8, 1934 <br /> <br />which produced floods mentioned in the section on Bear Creek also <br /> <br /> <br />produced floods of unknown magnitude on Mt. Vernon Creek. <br /> <br />FACTORS AFFECTING FLOOD HAZARD <br /> <br />I <br /> <br />Factors Which Increase the Flood Hazard: <br /> <br />I <br /> <br />- Sawmill Gulch <br /> <br /> <br />Flood of July 7,1933: The cloudburst which produced flooding on <br /> <br /> <br />Bear and Mt. Vernon Creeks also produced a flash flood on Sawmill <br /> <br /> <br />Gulch. No information concerning the peak flow of this flood on <br /> <br /> <br />Sawmill Gulch was found. <br /> <br />I <br /> <br />- Turkey Creek <br /> <br />Natural impediments to flood flow include brush, trees and other <br /> <br /> <br />vegetation which naturally grow along stream banks and lowlands <br /> <br />adjoining drainageways. During floods, vegetation tends to decrease <br /> <br /> <br />the flow velocities and, as a result, cause backwater conditions that <br /> <br /> <br />increase flood elevations. During periods of high flood flows, the <br /> <br /> <br />natural vegetation found within the flow area is often uprooted and <br /> <br />carried by the floodwaters until it is collected at bridges, culverts <br /> <br /> <br />or other man-made obstructions. In addition to the vegetative <br /> <br /> <br />material floodwaters tend to erode channel banks and carry the <br />, <br /> <br />suspended soil material, as well as rocks and boulders, adding to the <br /> <br />debris. As these masses of debris accumulate and impound larger <br /> <br /> <br />volume of water, the artificial barrier eventually breaks loose and a <br /> <br /> <br />wall of water and debris surges downstream increasing the hazard and <br /> <br />I <br /> <br />I <br /> <br />The highest peak flow recorded on Turkey Creek was 1,200 cfs <br /> <br /> <br />on August 24, 1946. The gaging station, which operated from 1943 <br /> <br />to 1953, was located 2 miles upstream from the confluence of <br /> <br /> <br />Turkey and Bear C-reeks. However, comparison of the flows re- <br /> <br />corded at the Morrison and the Sheridan gages on Bear Creek, <br /> <br /> <br />which are upstream and downstream, respectively, of the con- <br /> <br />fluence with Turkey Creek, indicates that flood flows occurred on <br /> <br /> <br />Turkey Creek in 1957, 1965, and 1969. <br /> <br />destruction. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />- Deer Creek <br /> <br />In general, both natural and man-made obstructions exist which <br /> <br /> <br />tend to restrict flood flows and to cause overbank flooaing. These <br /> <br /> <br />obstructions will often result in unpredictable flood flow patterns. <br /> <br /> <br />Some obstructions also tend to become sources of debris and further <br /> <br /> <br />obstruction when dislodged from their normal locations. Also, <br /> <br /> <br />obstructions tend to concentrate flood flows which in turn result in <br /> <br /> <br />increased velocities and increased hazards in adjacent areas. <br /> <br />I <br /> <br />A gaging station located on Deer Creek approximately 3.5 <br /> <br /> <br />miles downstream from the mouth of the South Fork operated from <br /> <br /> <br />1942 to 1946. During this period, no high flows were recorded, <br /> <br /> <br />and no additional information concerning floods on Deer Creek was <br /> <br />found. <br /> <br />I <br /> <br />I <br /> <br />- Parmalee Gulch <br /> <br />It is impossible to predict the degree of accumulation of debris <br />in floodwaters and the resulting effect of such accumulation. It was <br />assumed in this report that the existing structures in the path of <br />flood flows would not see blockage and reduced flow capacity during <br />the occurrence of a flood event. <br /> <br />No information concerning floods on Parmalee Gulch was found. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />-4- <br />
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