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BOARD01663
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Last modified
8/16/2009 3:05:04 PM
Creation date
10/4/2006 7:00:04 AM
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Board Meetings
Board Meeting Date
8/6/1969
Description
Agenda or Table of Contents, Minutes, Memos
Board Meetings - Doc Type
Meeting
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<br />loeated On Coal Creek, a tributary of Sand <br />Creek, near Aurora, Colorado, just east of <br />Buckley Field. The project would control <br />the runoff from the drainage of 83 square <br />miles of the Sand Creek basin and would <br />provide storage of 5,000 acre-feet for <br />sediment and 20,800 acre-feet for flood <br />control. The dam would be of compacted I~ <br />earth and would be about 10,000 feet long <br />and 100 feet high. The outlet works would <br />consist of a concrete intake structure with <br />a low-level intake, a concrete conduit, and <br />a stilling basin at the downstream end of <br />the conduit. An earthcut spillway would <br />be located in the left abutment of the <br />dam. The full-pool surface area of the <br />reservoir would be 1,730 acres. Although <br />there would be no permanent pool for <br />recreation, facilities for general land- <br />based recreation would be developed in the <br />area. Approximately 570 acres of land in <br />the flood plain downstream from the Sand <br />Creek Dam would be required for reservoir <br />releases, or flood control, and for open <br />space development. The estimated total <br />cost of the project is $19,026,000. <br /> <br />The Toll Gate Creek Dam and Reservoir <br />would be located near Aurora, Colorado~ at <br />the junction of East and West Toll Gate <br />Creeks. The reservoir, with storage for <br />the probable maximum flood, would control <br />the entire 32-square mile drainage area <br />of the two sub-basins. The reservoir <br />would include 2,000 acre-feet of storage <br />for sediment and 8,300 acre-feet of stor- <br />age for flood control. The full-poOl <br />surface area of the reservoir would be <br />1,250 acres. The compacted earth dam <br />would be about 10,500 feet long and 85 <br />feet high. Outlet works would be provided ~ <br />to regulate reservoir discharges. The out- <br />let works would consist of a concrete <br />intake structure with a low-level intake, <br />a eonerete eondait, and a atilling ba.in II <br />
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