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FLOOD04012
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Entry Properties
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 />slope of the streambed is 1 percent for the reach studied near Tiny <br /> <br />Town and 3 percent for the reach upstream of Bear Creek Reservoir; <br /> <br /> <br />therefore, supercritical velocities will occur on most of the reaches <br /> <br /> <br />studied. Development is still minimal along the reaches studied. <br /> <br />storms (cloudbursts). Many lives have been lost and excessive <br /> <br />property damage has occurred as a result of flooding along the more <br /> <br /> <br />developed reaches of Bear Creek and Mount Vernon Creek. Some of the <br /> <br /> <br />more destructive floods which have occurred along the various study <br /> <br /> <br />reaches are briefly described below, additional information can be <br /> <br /> <br />found in References I, 2, and 3: <br /> <br />I <br /> <br />I <br /> <br />Parmalee Gulch, a left bank tributary of Turkey Creek, drains 6 <br /> <br /> <br />square miles surrounding the Indian Hills residential area. Parmalee <br /> <br /> <br />Gulch originates in the vicinity of Bear Mountain and flows in an <br /> <br /> <br />easterly direction toward Turkey Creek. Elevations in the drainage <br /> <br />basin range from 6800 feet to over 8600 feet (MSL). The average slope <br /> <br /> <br />of the streambed is over 3 percent and supercritical velocities will <br /> <br /> <br />occur on the entire reach. The presence of residential development in <br /> <br /> <br />the floodplain and numerous undersized crossings creates flooding <br /> <br /> <br />hazards along the reach studied. <br /> <br />- Bear Creek <br /> <br />Flood of July 24, 1896: This flood was the result of a 24-hour <br /> <br /> <br />general rain which terminated in a cloudburst on Cub Creek, a <br /> <br /> <br />tributary of Bear Creek. The peak flow at the Morrison gaging <br /> <br /> <br />station above the mouth of Mt. Vernon Creek was computed to be <br /> <br /> <br />8,600 cfs, the highest flow recorded at this gage. <br /> <br />Flood of July 7,1933: This flood was the result of a cloudburst <br /> <br /> <br />in the vicinity of Idledale, The peak flow at the Morrison <br /> <br /> <br />gaging station was computed to be 8,110 cfs. <br /> <br /> <br />Flood of September 2, 1938: This flood was the result of a <br /> <br />cloudburst centered on the divide between Bear Creek and Mt. <br /> <br /> <br />Vernon Creek in the area of Genesee Mountain (also refer to <br /> <br /> <br />subsequent section on Mt. Vernon Creek). The precipitation from <br /> <br /> <br />this storm was estimated to be over 8 inches in two hours with 4 <br /> <br />inches falling in the most intense half-hour. The peak flow <br /> <br /> <br />recorded at the Idledale gaging station was 4,620 cfs, and the <br /> <br /> <br />peak flow recorded at the Morrison gaging station was 6,200 cfs, <br /> <br /> <br />Other Floods: Other floods of lesser magnitude have occurred on <br /> <br />the study reaches of Bear Creek covered in this report in the <br /> <br /> <br />years 1876, 1894, 1934, 1941, and 1969, <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Deer Creek, a left bank tributary of the South Platte River, has <br /> <br /> <br />its headwaters east of Conifer in Jefferson County. Deer Creek flows <br /> <br /> <br />in an easterly direction to meet the South Platte River in Chatfield <br /> <br /> <br />Reservoir. Elevations in the drainage basin range from 5500 feet to <br /> <br /> <br />over 9000 feet (MSL). The basin has an area of 22 square miles at the <br /> <br /> <br />upstream end of the study reach and approximately 32 square miles <br /> <br /> <br />above Chatfield Reservoir, The average slope of the streambed is <br /> <br /> <br />approximately 3 percent but the downstream end of the reach has a <br /> <br /> <br />milder slope with a wide floodplain which is subject to shallow <br /> <br /> <br />flooding. Supercritical velocities occur mainly in the reach above <br /> <br /> <br />the hogback. Development in the floodplain is still limited, <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />FLOOD HISTORY <br /> <br />I <br /> <br />Floods along the Front Range of Colorado can be caused by general <br /> <br /> <br />rains, localized thunderstorms, snowmelt, rain on snow, or combina- <br /> <br /> <br />tions of these basic precipitation types, On the stream reaches <br /> <br />studied in this report, floods have been produced in all of these <br /> <br /> <br />ways. However, the majority of the recorded floods, and all of the <br /> <br /> <br />most severe floods, have been produced by localized, intense thunder- <br /> <br />- Mount Vernon Creek <br /> <br />Flood of September 2, 1938: This flood (also refer to preceding <br /> <br /> <br />section on Bear Creek) produced an estimated peak flow of 3,900 <br /> <br /> <br />cfs two miles upstream of Morrison and a peak flow of 9,230 cfs <br /> <br /> <br />at half a mile above the mouth of Mt. Vernon Creek in Morrison. <br /> <br />The destruction caused by this flood was compounded since the <br /> <br /> <br />peak flows from Bear Creek and Mt. Vernon Creek arrived at their <br /> <br /> <br />confluence virtually simultaneously. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />-3- <br /> <br />I <br />
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