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Last modified
7/14/2009 5:02:34 PM
Creation date
5/22/2009 5:37:03 PM
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UCREFRP
UCREFRP Catalog Number
9342
Author
Wynn, K. H., N. J. Bauch and N. E. Driver.
Title
Gore Creek Watershed, Colorado--Assessment of Historical and Current Water Quantitiy, Water Quality, and Aquatic Ecology, 1968-98.
USFW Year
2001.
USFW - Doc Type
Denver.
Copyright Material
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<br />increase stream specific conductance. Although infor- <br />mation regarding rock-salt application was quantified <br />only for the Black Gore Creek area, Interstate 70 is <br />adjacent to Gore Creek through the Town of Vail and is <br />subject to traction sanding; therefore, some quantity of <br />salt probably enters Gore Creek from the Interstate 70 <br />roadway downstream from the confluence with Black <br />Gore Creek. An additional source of salt that may affect <br />specific-conductance values in Black Gore Creek is <br />liquid magnesium chloride (MgCI), which has been <br />used since 1995 in conjunction with traction sand to <br />keep Interstate 70 open during snowstorms. The annual <br />number of MgCI applications to Interstate 70 is <br />unknown; however, a single application from Vail Pass <br />to Gore Creek requires approximately 1 ton of material. <br />The use of MgCI is eventually expected to reduce the <br />amount of traction sand required on Interstate 70, but <br />there was no reduction during the winter of 1995-96 <br />(Lorch, 1998). <br />Specific-conductance values in the Gore <br />Creek watershed are relatively low (median value <br />of 145 llS/cm for 32 sites) when compared to other <br />sites sampled in the Southern Rocky Mountains <br />physiographic province (median value of 254 ~/cm <br />for seven sites, Jeffrey R. Deacon, V.S. Geological <br />Survey, written commun., 1998) as part of the VCOL <br />NAWQA Program. Specific conductance increased <br />in a downstream direction in the main stem of Gore <br />Creek (fig. 13). The lowest and least variable specific- <br />conductance values (median value of 40 ~/cm) <br />occurred at site 1, which represents background condi- <br />tions with the crystalline bedrock. Specific conduc- <br />tance increased slightly at sites 4 and 10, where lower <br />specific-conductance water from Gore, Bighorn, <br />Pitkin, and Booth Creeks dilutes the higher specific- <br />conductance water from Black Gore Creek. Site 16, <br />which is downstream from site 10, Mill Creek, Middle <br />Creek, and urban and recreational land uses, had <br />higher specific-conductance values than site 10. The <br />highest specific-conductance values were at site 29, at <br />the mouth of Gore Creek. This site integrates all the <br />natural and land-use-related sources of dissolved <br />constituents that can increase specific conductance in <br />the watershed. During the stable low-flow conditions <br />in August 1996, Wynn and Spahr (1998) determined <br />that increasing values of specific conductance and <br />dissolved solids in Gore Creek were partially caused <br />by inflows from tributaries such as Mill Creek and <br />Black Gore Creek that drain areas where sedimentary <br />rock is predominant. <br /> <br />The Northwest Colorado Council of <br />Governments (NWCCOG) (1993) reported that <br />specific conductance was significantly higher at <br />site 29 at the mouth of Gore Creek than at upstream <br />site 10 from 1978 to 1992. The NWCCOG study <br />concluded that periods of low flow coincide with the <br />highest specific-conductance values when Gore Creek <br />is more strongly influenced by discharges from the <br />wastewater-treatment plant. These results are consis- <br />tent with the data discussed in this report (figs. 12 <br />and 13). The NWCCOG study also determined that <br />specific-conductance values showed significant <br />upward temporal trends at sites 10 and 29 between <br />1978 and 1992. These increases were at least partially <br />caused by stormwater runoff from the increasing <br />amounts of urban land-use areas within the watershed <br />(Northwest Colorado Council of Governments, 1995). <br />Values of specific conductance for site 29 were <br />compared statistically by using Tukey's Significant <br />Difference Test on the rank-transformed data (Helsel <br />and Hirsch, 1992). The 1968-97 period of record <br />was divided into three time periods-1968-79, <br />1980-92, and 1995-97-and further divided into a <br />lower flow season (November-April) and a higher <br />flow season (May-October). The Tukey test indicated <br />no difference in specific-conductance values among <br />the three time periods when data for all months were <br />compared; however, the months of November-April <br />did contain significantly higher specific-conductance <br />values (alpha level = 0.05) during the 1995-97 period <br />when compared to the 1968-79 and 1980-82 time <br />periods. <br />Dissolved oxygen. Surface water in the Gore <br />Creek watershed is well oxygenated and typical <br />of high-gradient streams in the Southern Rocky <br />Mountains physiographic province. Concentrations <br />below the 6.0-mg/L aquatic-life stream standard <br />were measured twice in Gore Creek. A concentration <br />of 5.9 mg/L was measured just downstream from <br />the wastewater-treatment plant in July 1994, and a <br />concentration of 5.6 mg/L was measured at site 29, <br />the mouth of Gore Creek, in December 1978. <br />Seventy-five percent of the 783 dissolved-oxygen <br />measurements taken at 37 sites in the watershed <br />exceeded 8.8 mg/L. The median dissolved-oxygen <br />concentration was 9.5 mg/L. Well-oxygenated stream <br />conditions like those in the Gore Creek watershed <br />support aquatic organisms such as macroinvertebrates <br />and fish. <br /> <br />28 Gore Creek Watershed, Colorado-Assessment of Historical and Current Water Quantity, Water Quality, <br />and Aquatic Ecology, 1968-98 <br />
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