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PERMFILE102277
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PERMFILE102277
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Last modified
8/24/2016 9:56:14 PM
Creation date
11/24/2007 8:40:46 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981020A
IBM Index Class Name
Permit File
Doc Date
5/13/2002
Section_Exhibit Name
Volume 6 SECTION 3.0 TO SECTION 4.0
Media Type
D
Archive
Yes
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4-16 <br />4.3.2 Site Specific Surface Water Hydrology <br />. The central facilities are to be located in the East Salt <br />Creek valley near the mouth of Munger Creek. The site loca- <br />tion is shown on Figures 2.2-15 and 4.3-15. Munger Creek <br />is located in Section 29, Township 7 South, Range 102 West <br />as shown on the United States Geological Survey (USGS) Howard <br />Canyon 7.5 minute quadrangle map. Munger Creek is approxi- <br />mately 16 miles upstream of the confluence of East and west <br />Salt Creeks and approximately 20 miles upstream of the con- <br />fluence with the Colorado River. <br />Munger Creek, McClane Creek and other tributaries in the <br />vicinity of the site are ephemeral channels, at times flow- <br />ing into East Salt Creek. East Salt Creek is an intermittent <br />stream near the site and a perennial stream in its lower <br />reaches at the gauging station. The East Salt Creek drainage <br />area below Munger Canyon is approximately 111 square miles. <br />A summary of drainage areas of interest is presented in Table <br />• 4.2-85. <br />USGS has operated a recording station at East Salt Creek <br />approximately five miles above the confluence with West <br />Salt Creek since 1973. The drainage area at the gauge is <br />about 197 square miles. Records from this station are included <br />as part of Appendix Ds to this report (USGS, 1981). <br />Although the short period of record (1973 - 1980 Water Years) <br />is too short to obtain statistically reliable data, there are <br />several general inferences that may be drawn from the data. <br />East Salt Creek experiences the major volume of runoff in <br />April, May and June in response to snowmelt. Figure 4.3-25 <br />shows that May is the month of highest average volume with 56 <br />percent of the total average yearly runoff. Low flow periods <br />are experienced in winter months, with January contributing <br />• less than one percent of the average yearly runoff. The <br />
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