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2018-02-05_PERMIT FILE - C1981019
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2018-02-05_PERMIT FILE - C1981019
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Last modified
5/11/2020 5:16:08 PM
Creation date
3/27/2018 11:55:40 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
Permit File
Doc Date
2/5/2018
Doc Name
Collom Pit Dewatering Study November 2017
Section_Exhibit Name
Exhibit 07 Item 22B
Media Type
D
Archive
No
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October 19, 2017 Page 1 <br />1.0 INTRODUCTION <br />1.1. Project Background and Setting <br />As requested by Colowyo, Agapito Associates Inc. (AAI) performed a detailed <br />dewatering and depressurization study for the Collom Pit at the Colowyo Mine. Similar to past <br />and currently active pits at Colowyo, several coal seams at the Collom Pit will be mined using an <br />updip approach. A dewatering study has been performed for this operation previously, primarily <br />by Water Management Consultants, Inc. (WMC) (2005). The objective of the present study was <br />to assess the usefulness of the previous study and to develop an optimal dewatering plan for the <br />Collom Pit. <br />1.1.1 Project Location and Topography <br />The Colowyo Mine is located approximately 24 miles south of Craig, Colorado, adjacent <br />to and west of Colorado State Highway 13. Surface coal mining is currently active in the South <br />Taylor Pit, located in Rio Blanco and Moffat Counties. Mining in the South Taylor Pit is <br />expected to be completed in approximately 2022. The Collom Pit represents the long-term <br />future of the Colowyo Mine. The Collom Pit is located approximately 4 miles northwest of the <br />South Taylor Pit. <br />The Collom Pit Project Area (the Project Area) is located on the southern edge of the <br />Yampa River Basin, northwest of the Danforth Hills. Elevations range from approximately <br />8,100 feet (ft) above mean sea level (amsl) on the southern end of the Project Area to 6,900 ft on <br />the northern end. The area consists of gently sloping interfluvial ridges divided by deeply <br />entrenched gulches and drainage valleys. Major drainages include Jubb Creek, various forks of <br />the Collom Gulch and Little Collom Gulch, and Straight Gulch. All drainages flow northeast <br />and ultimately to the Yampa River. The ridge surfaces are characterized by shallow tan to gray - <br />brown silts or silty loams locally covered with sandstone slabs and angular gravels. Large <br />bedrock outcrops also occur in some locations. Valley bottoms are generally narrow with very <br />steep canyon walls. Ridgetops are wide and gently sloping. <br />1.1.2 Geologic Setting <br />The coal seams in the Project Area are contained within the Upper Cretaceous Williams <br />Fork Formation of the Mesaverde Group (Bureau of Land Management [BLM] 2006, <br />Brownfield et al. 2008). The Mesaverde Group generally consists of a thinly to thickly <br />interbedded succession of shale, siltstone, and sandstone that was deposited largely in a <br />terrestrial environment. The Mesaverde Group is categorized into two formations: the overlying <br />Williams Fork Formation and the underlying Iles Formation (Brownfield et al. 2008). <br />The Williams Fork Formation has been subdivided into five stratigraphic units. In <br />ascending order, these are the Fairfield coal group, barren interval, Goff coal group, Lion <br />Canyon Sandstone, and Lion Canyon coal group. The Iles Formation has been subdivided into <br />three stratigraphic units: in ascending order, these are the Lower coal group, the Black Diamond <br />coal group, and the Trout Creek Sandstone Member (Brownfield et al. 2008). The Williams <br />Fork and Iles Formations comprise a sedimentary rock sequence that originated from a deltaic <br />and marginal marine depositional environment. The Trout Creek Sandstone Member consists of <br />Agapito Associates, Inc. <br />
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