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Last modified
1/26/2010 12:29:38 PM
Creation date
10/11/2006 10:14:25 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8449.900
Description
South Platte Projects - Bear Creek
State
CO
Basin
South Platte
Date
1/1/1968
Author
USACOE
Title
Bear Creek Basin, South Platte River and Tributaries, Colorado, Wyoming and Nebraska - Letter from the Secretary of the Army
Water Supply Pro - Doc Type
Publication
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<br />I <br />I <br />I <br />I~ <br />t <br />I <br />I <br /> <br />" <br /> <br />. <br /> <br />'. <br /> <br />River through the central part of Denver, and in areas of prospective <br />future metropolitan expansion north of Denver. <br /> <br />f, Summary 0 The Bear Creek drainage basin of 262 square miles <br />represents 66 percent of the remaining drainage area of the South <br />Platte River basin above central Denver which is not subject to control <br />by the existing Cherry Creek Dam and the authorized Chatfield Dam and <br />Reservoir project. The Bear Creek drainage area also represents <br />approximately 18 percent of the uncontrolled drainage area above <br />Brightcm, Colorado, the northern limits of metropolitan Denver. <br />Because of its potential for producing flash floods at high velocities <br />the flood damage potential from Bear Creek is analogous to that caused <br />by the flood from Plum Creek which staggered metropolitan Denver on <br />16 June 1966. Moreover, with the continuing urban growth anticipated <br />in the Bear Creek valley and the metropolitan environs on the South <br />Platte River north of Denver, the magnitude of the flood damage <br />potential of Bear Creek floods is expected to increase significantly <br />in future years in spite of local efforts to control encroachments <br />into flood hazard areas. While it is expected that local efforts to <br />control encroachments can be generally effective up to the 50-year <br />frequency flood hazard limits, the requisite optimum use of urban <br />valley lands in urban areas precludes control of encroachments <br />throughout the entire area of flood hazard as being economically <br />infeasible. <br /> <br />16. FLOOD DAMAGE EVAWATIONS <br /> <br />a. General. .'.l.ood damage poteutia.LB, were evaluated in detail for <br />the Bear Creek valley from Morrison to the mouth, and for the South <br />Platte River valley from the confluence of Bear Creek downstream to <br />the confluence of St. Vrain Creek. Flood damage potentials in the <br />upper basin were evaluated by general reconnaissance. The lower <br />Bear Creek valley was divided into two reaches on the basis of generally <br />uniform econanic and hydraulic characteristics. The effects of Bear <br />Creek floods on the South Platte River flood plain were evaluated and <br />summarized for three major reaches representing major distinctions in <br />the economic characteristics of the flood plain and the hydraulic <br />characteristics of the stream. The three major reaches of the South <br />Platte River included: (1) the 16.5 mile reach of central Denver from <br />Hampden Avenue to 84th Avenue; (2) the 12 mile metropolitan reach north <br />of Denver from 84th Avenue to Brighton; and (3) the 33 aile agricultural <br />reach from Brighton to the confluence of St. Vrain Creek. Flood damage <br />potentialS were evaluated for each reach on the basis of existing <br />condi tions of economic development, and on the basis of estimated future <br />levels of economic development for those urban reaches in which current <br />trends indicate substantial future growth. Flood damages were evaluated <br />separately for the agricultural reach and then included in the sununaries <br />of damages for the 84th Avenue to Brighton reach. <br /> <br />b. Estimates of flood damage potentials under existing conditions <br />of economic development and January 1966 price levels were based on the <br />types and values of properties located in flood-prone areas, on analyses <br />of previous floods, on delineation of areas subject to flooding and on <br /> <br />39 <br />
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