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BOARD01178
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Last modified
8/16/2009 2:58:49 PM
Creation date
10/4/2006 6:51:16 AM
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Board Meetings
Board Meeting Date
2/4/1955
Description
Minutes
Board Meetings - Doc Type
Meeting
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<br />5-25 <br /> <br />APPENDIX A <br />MEMORANDUM <br />---------- <br /> <br />February 1955 <br /> <br />I <br /> <br />TO: <br />FROM: <br /> <br />Ivan C. Crawford <br />R. M. Gildersleeve <br /> <br />SUBJECT: Laramie River Water Supply for the Period <br />1914-1953, inclusive. <br /> <br />In the original Laramie River case, the <br />United States Supreme Court concluded, with respect <br />to the available water supply of the Laramie River, <br />that the natural and varying flow of this stream at <br />Woods, which is after the recognized Colorado <br />appropriations are satisfied, is susceptible by <br />means of practicable storage and conservation of <br />being converted into a fairly constant and dependable <br />flow of 170,000 acre-feet per year. <br /> <br />I <br /> <br />This conclusion was based on an analysis of <br />the available records of runoff prior to 1914 at the <br />gaging stations at Woods and at Pioneer Dam, which <br />is located about four miles below Woods, and at which <br />point the combined flow of the Laramie River and the <br />Pioneer Canal diversions could be measured. In <br />arriving at the estimate of 170,000 acre-feet at <br />Woods, the Court assumed that 4,000 acre-feet of water <br />was diverted between Woods and the Pioneer Dam and did' <br />not return to the river above the lower gaging station. <br /> <br />Records of runoff at the lower gaging station, <br />designated as "Laramie River and Pioneer Canal near <br />Woods, Wyoming", are available for all but six years <br />of the period 1914 to 1953, and a comparison may be <br />made between the amount of actual runoff for that <br />period and the amount estimated by the Court-based <br />on conditions existing between 1889 and 1913. There <br />was no concurrent period of record when both gaging <br />stations were operated. <br />
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