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RULE 2 PERMITS <br />drinking water criteria of 0.3 and 0.5 mg/L in all bedrock groundwater samples except those from wells <br />C -04-16B, MWC-04-1FG, MWC-04-05H, and MWC-04-13FG (Table 2.04.7-41). <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 />I IQ. 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 proposed permit revision area (Table 2.04.7-44). Of the 23 wells with reported <br />yields, only three have yields greater than 15 gpm. The maximum reported yield is 50 gpm, and the <br />median reported yield is 8 gpm. Most (91) of the permitted wells are used for monitoring purposes; nine <br />of the 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 />(Map 11 A). <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 />Collom — Rule 2, Page 27 Revision Date: 12/30/16 <br />Revision No.: TR -108 <br />