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2010-12-17_REVISION - C1981019 (153)
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2010-12-17_REVISION - C1981019 (153)
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Last modified
8/24/2016 4:28:04 PM
Creation date
12/30/2010 10:50:25 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
REVISION
Doc Date
12/17/2010
Doc Name
Exhibit 7 Item 21 Collom Project Pre-Feasibility Hdyrology Report
Type & Sequence
PR3
Email Name
JRS
Media Type
D
Archive
No
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43 <br />ip <br />5 GROUNDWATER <br />5.1 Regional conditions <br />5.9.9 Regional hydrogeologic units <br />The proposed Collom Mine is located in a groundwater basin bounded in most areas by <br />the outcrop of the Trout Creek Sandstone. The boundaries of the basin are the north <br />limb of the Collom Syncline, the west edge of the Morgan Syncline, the crest of the <br />Danforth Anticline to the south, and to the east (Figure 2.2). Elevations of the base of <br />the Trout Creek Sandstone range from about 8,000 to 7,200 ft amsl on the south limb of <br />the syncline, to approximately 6,500 ft on the north limb of the syncline in the valleys. <br />The Trout Creek Sandstone yields moderate quantities of water to wells on a local basis <br />(Utah International, 1982) and is generally considered the upper -most aquifer of regional <br />C extent in the area. However, since the Trout Creek Sandstone outcrops around the <br />periphery of the synclinal basin containing the Collom Mine, it is not in direct hydraulic <br />connection with the Trout Creek Sandstone outside the Collom synclinal basin. <br />The Williams Fork Formation, which overlies the Trout Creek Sandstone, includes a <br />sequence of sandstone, siltstone, mudstone, and coal units approximately 1,000 ft thick. <br />Groundwater is primarily stored and transported in the coal and sandstone units. The <br />coal seams are relatively continuous over large areas. The sandstone units tend to be <br />less continuous as a result of the depositional environment. Low - permeability siltstone <br />and mudstone beds form the confining units of the groundwater system. The upper <br />water - bearing units tend to be somewhat localized due to dissection by streams. <br />The local stratigraphy and the proposed pit are shown on three detailed hydrogeological <br />cross sections through the proposed Collom Mine located as shown on Figure 5.1. <br />Figures 5.2 and 5.3 show the stratigraphy through proposed Phases I and II of the mine, <br />respectively, parallel to dip. Figure 5.4 shows a northwest- southeast cross section <br />through the initial box subparallel to the strike of the strata. The cross sections shown <br />on Figures 5.2 through 5.4 also show the groundwater data from wells and piezometers <br />completed as part of this investigation. The stratigraphy shown in the cross sections <br />was derived from the exploration borings and was provided by KEC from the detailed <br />geological model. .A conceptual north -south cross section showing water levels b-the <br />principal water - bearing sequences is presented in Figure 5.5. The profile of the <br />proposed Collom Mine pit is also shown on Figure 5.5. <br />2572 -R2 Colowyo Coal Company <br />Water Management Consultants <br />
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