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2013-10-02_PERMIT FILE - C1981019A (3)
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2013-10-02_PERMIT FILE - C1981019A (3)
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Last modified
8/24/2016 5:31:59 PM
Creation date
10/18/2013 8:51:20 AM
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Template:
DRMS Permit Index
Permit No
C1981019A
IBM Index Class Name
Permit File
Doc Date
10/2/2013
Section_Exhibit Name
Rule 2 Permits -ST
Media Type
D
Archive
Yes
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RULE 2 PERMITS <br />A search of the Colorado Office of the State Engineer's files revealed 71 permitted wells located within <br />the proposed permit revision area and extending at least one mile beyond the perimeter of the expansion <br />area. Of these, five permitted wells have reported well yields of 20 gallons per minute (gpm) or greater. <br />The maximum reported yield of these wells is 50 gpm. The remaining wells have reported yields of less <br />than 16 gpm; with most of the wells having reported yields of less then 5 gpm. There are 49 wells with <br />reported flows of 0 gpm. Most of the permitted wells are used for monitoring purposes, however, a few <br />of the permitted wells support domestic and livestock uses. The permitted wells are illustrated on Map <br />11 A. <br />Detailed Groundwater Information <br />Groundwater Characterisfics -The principle structural features in the permit revision area that <br />influence groundwater flow are an unnamed syncline, located southeast of the South Taylor mining area, <br />and an unnamed anticline, located beneath the southern part of the South Taylor/Lower Wilson permit <br />revision azea. The synclinal axis generally corresponds to the drainage valleys of the West Fork of Good <br />Spring Creek. The unnamed anticline parallels the topographic divide between Wilson and Good Spring <br />Creek. The result is a stratigraphic dip-slope towards Good Spring Creek. Both the anticline and <br />syncline axes plunge in a northeasterly direction. These structural features result in the area at the top of <br />the anticline being the recharge area for groundwater, and the area near Good Spring Creek being the <br />discharge area. The area for recharge of groundwater is limited to the eastern half of the anticline and <br />does not result in the formation of a continuous aquifer in the South Taylor/I,ower Wilson permit revision <br />area. <br />Groundwater in the South Taylor/Lower Wilson permit revision area occurs under perched conditions in <br />areas that are not laterally extensive, and in the alluvial of the stream valleys. The perched azeas aze <br />generally within the interbedded and lenticular sandstones and on the contacts between different <br />lithologic units of the Williams Fork Formation. Beneath the South Taylor mining area, the top of the <br />Trout Creek Sandstone underlies the lowest seam to be mined by approximately 590 feet. The coal seams <br />to be mined in the South Taylor and Lower Wilson proposed mining azeas aze lower in the coal seam <br />sequence than found at the Colowyo Mine. For South Taylor, the lowest seam currently considered to be <br />mined is the G8~ seam. At Lower Wilson, the I seam is the main seam to be underground mined. <br />The South Taylor and Lower Wilson mining areas have similar lithology to that found in the current <br />Colowyo mine. However, the proposed mining areas are located topographically and structurally higher <br />than what is encountered at the Colowyo mine.. Therefore, the elevations of the base of the coal seam <br />floor to be mined in both of these areas are generally higher than the old surface elevation of the already <br />mined East and West Pits. <br />The topographic high and geologic structure in the South Taylor mining area (an anticline) provides little. <br />recharge area for the underlying beds and seams. The Trout Creek sandstone, a major regional aquifer, <br />and the overlying coal sequence, outcrop west and southwest of these areas and thus are above any <br />sources for continuous water recharge. Thus, there is no source to contribute to artesian conditions in the <br />proposed coal seams to be mined. Monitoring well MWST-06-04 has water at an elevation of 7,915 feet <br />(below the floor of the G9 seam), and piezometer PST-06-17 did not encounter water at or above the G8/9 <br />seam. These boreholes aze shown on Map 10A. <br /> <br />South Taytor/Lower Wilson -Rule 2, Page 39 Revision Date: 11/30/06 <br />Revision No.: PR-02 <br />
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