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GENERAL30475
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Last modified
8/24/2016 7:48:00 PM
Creation date
11/23/2007 6:44:07 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
General Documents
Doc Date
5/4/2007
Doc Name
Proposed Decision & Findings of Compliance for PR2
Permit Index Doc Type
Findings
Media Type
D
Archive
No
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prepared by Leonazd Rice Consulting Water Engineers' study (LRCWE). The report concluded that <br />there was an absence of ground water from the site (see Exhibit 7A of the Permit). In addition, 17 <br />test holes were drilled and their corresponding records collected when the property was originally <br />explored. All well data confirmed that where water was encountered, it was limited both vertically <br />and laterally and encountered under perched conditions. For further information on the well test data, <br />see pages 2.04.7-5 and 6 of the PAP. <br />There is little development of the ground water resource in the local area. The few wells that have <br />been completed in the Williams Fork interbedded sandstones yield less than five gallons per minute <br />and their uses aze limited to domestic and/or livestock use. Nearby residents haul drinking water <br />supplies from Craig and Meeker. <br />Saturation of the Williams Fork sandstones is weak to nonexistent, with the flow controlled by the <br />geologic structure of the Collom Syncline in a down dip direction. Ground water direction follows <br />the geologic structural trend and flows to the northeast. Following the down dip direction, where the <br />ground water flow meets the land surface, infrequent discharges from the Williams Fork formation <br />are seen as seeps and springs on the valley walls of Goodspring and Taylor Creeks. Further analysis <br />of the Goodspring and Taylor Creek basins show the rechazge rate to be 0.2 to 0.35 inches per yeaz <br />from the Williams Fork surface outcrop area (PAP, page 2.04.7-11). Annual precipitation varies <br />from year to year, and due to topography and elevation changes, varies even across the permit azea. <br />Precipitation averages 21.5 inches (PAP, Page 2.04.7-1), but has been recorded at less (12.45 to 18.6 <br />at the Permit area during 1978-1980) (PAP, Table 7, page 2.04.8-11). <br />The Iles Formation, of varying thickness, is located beneath the Williams Fork Formation (and the <br />coals to be mined). The Trout Creek Sandstone, a regional aquifer reaching thickness of up to 75 <br />feet, is located within the Iles Formation. The Trout Creek sandstone is fine, well sorted, calcazeous, <br />and is a continuous unit that can be correlated over a large area. It is mainly from this sandstone <br />member that the two creeks on the permit area, Goodspring and Taylor, receive their flow. The Trout <br />Creek Sandstone is believed to contain water due to a saturation zone found beneath Goodspring <br />Creek. The recharge areas for the sandstone are south of the permit area in the higher elevations or <br />where the Trout Creek sandstone is exposed at the ground level and subsequently has been eroded <br />above the Goodspring Creek elevation. <br />Hydraulic conductivities of the sandstones below the coal seams to be mined are variable but low, <br />with average transmissivity of 40 gallons per day per foot. Little water is recharged, transmitted or <br />discharged from the permit area. Drawdown analysis of two wells, Taylor No. 1 and No. 3, both <br />drilled into the Trout Creek Sandstone, showed an average transmissivity of 40 and 260 gallons per <br />day per foot and hydraulic conductivity of 3.4 and 0.13 gallons per square foot, respectively. Porosity <br />and permeability characteristics ofthis aquifer were not calculated due to the depth of the sandstone <br />and lack of corresponding data from other locations within the Iles Formation. Storage coefficient for <br />one well, Taylor No. 1, was 0.066, but should only be considered a factor for that well and not the <br />Iles Formation as a whole since no reference data is available. <br />Proposed Decision and Findings of Compliance 4 May 2001 <br />Permit Revision 02 Page 39 <br />
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