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BOARD00226
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Last modified
8/16/2009 2:47:16 PM
Creation date
10/4/2006 6:33:41 AM
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Board Meetings
Board Meeting Date
4/1/1970
Description
Agenda or Table of Contents, Minutes, Memos
Board Meetings - Doc Type
Meeting
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<br />I <br /> <br />I <br /> <br />MR. STAPLETON I <br /> <br />MR. THOMAS I <br /> <br />the metropolitan growth continues, and it will <br />continue, the probability of damaging floods <br />originating below Mt. Carbon and below Chatfield <br />and below Cherry Creek increases. This is be- <br />cause of the miles of asphalt, concrete and homes <br />that are drastically altering the runoff pattern <br />of the river. What 20 or 30 years ago caused no <br />damages at all now creates many millions of . <br />dollars of damages. This kind of thing will only <br />get worse in the future. Our staff, at least, <br />considers that to give any degree of protection <br />along the South Platte River we must improve the <br />channel by a system of levees and straightening <br />so that the channel can safely carry the flood <br />waters. <br /> <br />We have asked the Corps of Engineers, Omaha <br />District, to explain its position in this <br />matter." <br /> <br />"Then I'd like to call on Mr. Charles F. <br />Thomas, Corps of Engineers, Omaha District, to <br />make a statement." <br /> <br />"Mr. Chairman, Board members, I'll try not <br />to repeat some of the germane things that Mr. <br />Sparks has said. I'll give you a few of the <br />facts on this channel as it was planned back <br />in about 1954. <br /> <br />At that time there was a length of levee <br />and channel included here: not continuous levee <br />but continuously part and intermittent other <br />parts of about 121 miles. These were relatively <br />low levees of about 9 feet in average height of <br />conventional earth construction. perhaps more <br />noteworthy in this particular stretch of the <br />river, there was some 78 drop structures in- <br />cluded which were for control of channel bed <br />levels and also to furnish the required loca- <br />tions for irrigation diversions of which there <br />are many down that particular channel. The <br />average drop on these would have been about 5 <br />feet each. Estimated costs in 1954, total costs, <br />were about $34 million. We do not, as of this <br />
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