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2020-03-24_PERMIT FILE - C1981019A (5)
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2020-03-24_PERMIT FILE - C1981019A (5)
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Last modified
8/4/2020 6:34:06 PM
Creation date
5/11/2020 3:31:32 PM
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Template:
DRMS Permit Index
Permit No
C1981019A
IBM Index Class Name
Permit File
Doc Date
3/24/2020
Type & Sequence
TR135
Section_Exhibit Name
2.04 Information on Environmental Resources
Media Type
D
Archive
Yes
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RULE 2 PERMITS <br /> . .. . <br /> flashy flow conditions. The quantity and quality of the surface water also reflects the high <br /> evapotranspiration rates and the predominance of sandstones, shales and coals in the basin. <br /> See Section 2.04.6 for a description and discussion of the geology in the Colowyo Mine area. The <br /> mine area is drained by Streeter Gulch, an ephemeral tributary to Goodspring Creek which is a <br /> perennial stream located east of the mine area, and by an unnamed tributary to Taylor Creek, an <br /> intermittent stream west of the property. Goodspring Creek flows northward to its confluence with <br /> Milk Creek. Taylor Creek flows northward to where it joins Wilson Creek, a perennial stream <br /> which continues northeastward to its confluence with Milk Creek. Milk Creek has a mean annual <br /> flow of approximately 20,000 acre feet and is a southern tributary of the Yampa River which rises <br /> along the divide between the Yampa and White Rivers. Milk Creek flows in a generally northerly <br /> direction to enter the Yampa approximately 14 miles downstream from Craig,Colorado. The mean <br /> annual flow of the Yampa River at the Maybell Gage situated downstream of the area of interest <br /> is in excess of one million acre feet per year. The Yampa River is tributary to the Green River <br /> which enters the Colorado River in Utah. See Map 32 for locations of the surface drainages. <br /> Permit Area <br /> The streams of concern for the Colowyo Mine include Taylor Creek, Streeter Gulch,Wilson Creek <br /> and Goodspring Creek. Taylor Creek and Streeter Gulch are intermittent and ephemeral drainages, <br /> respectively;Wilson and Goodspring Creeks are perennial streams. Surface water has been studied <br /> extensively since 1973 by various investigations. These investigations include the EMRIA <br /> Program sponsored by the Bureau of Land Management (BLM) and conducted by the <br /> USGS.Additionally, the Colowyo Coal Company' and its consultants have conducted monitoring <br /> programs for various parameters during the recent past. <br /> The USGS has continuously monitored several of the drainages, including Taylor, Wilson and <br /> Goodspring Creek, for flow volumes and quality parameters. Colowyo Coal Company and its <br /> consultants have also monitored the USGS stations as well as additional stations in and adjacent <br /> to the mine area. Limited sampling has also occurred on drainages outside the general and adjacent <br /> areas. These sample stations were located on Collum Gulch, Straight Gulch,Jubb Creek, and Milk <br /> Creek. The data for these stations are not analyzed here but are presented in Exhibit 7A. <br /> Table 2.04.7-7 is a description of the site numbers by investigation and description of the type of <br /> sample location for surface water. Map No. 32 presents these sites for the period of record 1974 <br /> through the present. Many of the sites were sampled only twice during the recent past by Leonard <br /> Rice Consulting Water Engineers (1979)and the Colowyo Coal Company in 1981. These data are <br /> presented in a later section but no analysis of means, minimums or maximums are possible due to <br /> the lack of data points. These data are useful, however, in showing the wide variation in quantity <br /> and quality and will be discussed in the Surface Water Quality Section. <br /> Additional data collected by Colowyo Coal Company for Taylor Creek and Goodspring Creek <br /> since 1981 indicates the same wide variations in both quantity and quality. The wide variation is <br /> in response to seasonal runoff, however, the response and effects on concentration showed a <br /> greater variation during the extremely high runoff years of 1984 and 1985. This information is <br /> Rule 2 Permits 2.04-21 Revision Date: 12/20/19 <br /> Revision No.: TR-135 <br />
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