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2021-09-03_PERMIT FILE - C1981019A (8)
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2021-09-03_PERMIT FILE - C1981019A (8)
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Last modified
5/10/2023 2:22:44 PM
Creation date
4/27/2022 2:26:16 PM
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Template:
DRMS Permit Index
Permit No
C1981019A
IBM Index Class Name
Permit File
Doc Date
9/3/2021
Doc Name
Permits
Section_Exhibit Name
Volume 15 Rule 2
Media Type
D
Archive
Yes
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R. <br /> LE PERMITS <br /> Water quality data are available for the valley-fill monitoring wells from 2004 through 2006. Additional <br /> data collected in 1996 and 1997 from wells MJ-95-01, MJ-95-02, and MJ-95-03 were reviewed. Results <br /> of the valley-fill well samples are summarized in Table 2.04.7-42. The complete dataset is provided in <br /> Appendix 5.K of the WMC (2005) report (Exhibit 7, Item 21), as are laboratory analysis sheets for <br /> samples collected in 1995-1996. Table 2.04.7-42 also lists the Federal MCLs and secondary drinking <br /> water quality criteria. All samples except from well MJ-95-02 exceeded the secondary drinking water <br /> MCL for TDS of 500 mg/L. Water quality in several wells also exceeded the secondary drinking water <br /> MCLs for iron(0.3 mg/L)and manganese(0.05 mg/L). <br /> Groundwater Use— Groundwater use in the Colowyo revised permit area is limited due to the depth to <br /> water, the generally poor quality, and its limited overall availability. Colowyo installed and developed <br /> two wells in the late 1970s to supply a portion of the domestic needs. The two deep wells, Taylor Creek <br /> Nos. 1 and 3, are located in Section 33, T4N, R93W, and in Section 4, T3N, R93W, respectively (Map <br /> 11C). Taylor Creek No. 1, completed to a depth of 850 ft in the Williams Fork Formation, produced 40 <br /> gpm. Taylor Creek No. 3, completed to a depth of 2,284 ft in the Iles Formation, produced 20 gpm. <br /> Neither well has been pumping since the early 1980s. Colowyo installed a new potable water supply well <br /> in 2004. That well was completed in the Trout Creek Sandstone and is located in the NW'/4 of Section 3, <br /> T3N, R93W. The production rate is less than four gpm. <br /> The information from Colowyo's existing operations indicates that groundwater is very limited, even to <br /> depths significantly below current mining activities. This conclusion is supported by the depths of the <br /> potable wells, Taylor Creek No. 1 and Taylor Creek No. 3, and the newer water well. Further evidence of <br /> lack of significant groundwater resources within and adjacent to the mine area is that most residents in the <br /> general area haul drinking water from the towns of Craig or Meeker. <br /> A search of the Colorado Office of the State Engineer's files revealed 116 permitted wells located inside <br /> or within one mile of the permit revision area (Table 2.04.7-44). Of the 23 wells with reported yields, <br /> only three have yields greater than 15 gpm. The maximum reported yield is 50 gpm, and the median <br /> reported yield is 8 gpm. Most (91) of the permitted wells are used for monitoring purposes; nine of the <br /> permitted wells support domestic or domestic and livestock uses, and 11 are used for livestock. The <br /> locations of the permitted wells are illustrated on Map 11C. <br /> Groundwater is not currently used for industrial or mining purposes such as watering haul roads or dust <br /> control, but potentially could be depending on availability and demand during the dewatering process. <br /> Water for these purposes is currently supplied by Wilson Reservoir located in Section 13, T4N,R93W. <br /> 2.04.7 (2) Surface Water Resource Information <br /> Both general and detailed information regarding surface water in the vicinity of the mining areas are <br /> presented in the following subsections. <br /> General Surface Water Resource Information <br /> Surface Water Characteristics—The Colowyo Coal Company's area of operation is located within the <br /> Lower Yampa River basin in northwestern Colorado. The physiography of the area consists of a montane <br /> region and an upland plateau. The montane region typifies the headwater reaches of most drainages, <br /> which are characterized by steep, narrow, bedrock-controlled channels. The channels are generally <br /> straight with limited sediment accumulation. Active erosion is limited to areas with erodible shale or <br /> friable sandstone(Camp Dresser&McKee(CDM), 1985b). <br /> Collom—Rule 2,Page 28 Revision Date: 12/20/19 <br /> Revision No.: TR-135 <br />
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