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2012-03-07_PERMIT FILE - C2010088 (22)
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2012-03-07_PERMIT FILE - C2010088 (22)
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Last modified
8/24/2016 4:54:49 PM
Creation date
3/8/2012 1:17:57 PM
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Template:
DRMS Permit Index
Permit No
C2010088
IBM Index Class Name
Permit File
Doc Date
3/7/2012
Doc Name
Alluvial Valley Floor
Section_Exhibit Name
Exhibit 14
Media Type
D
Archive
No
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ALLUVIAL VALLEY FLOOR DETERMINATION <br />CAM - COLORADO PROPOSED COAL LOADOUT NEAR FRUITA <br />MESA COUNTY, COLORADO <br />slightly above the shale. The nearby well log data indicate that Reed Wash may be incised <br />into the Mancos Shale, but exposures of Mancos have not been confirmed along the channel. <br />The soil maps provided by the NRCS and permit Map 06 are "analogs" of the extent of any <br />streamlaid deposits. The bottom of the wash is narrow, generally 20 to 25 feet wide, with a <br />few wider sections up to 50 feet. <br />The number designations for the various monitoring wells have changed somewhat since <br />they were originally installed. Well logs RW -Ia, RW -3, and RW -4 are the active monitoring <br />wells RW -1, RW -3, and RW -4, respectively. Two wells were originally installed with the <br />RW -2 designation. The well log for RW -2 in Appendix B is not the same well as is currently <br />being monitored, the location of which is provided in Figure 2. The location of the RW -2 <br />referred to in the Appendix B well log is provided in Appendix B. <br />Ground Water <br />Ground water was encountered in the four monitoring wells within the saturated alluvial <br />material overlying the low permeability Mancos Shale. The depth to water in the four wells <br />is currently either in the lowest portion of the silty clay layer or within the alluvium (ranging <br />from about 11 to 20 feet bgs). The depth to water, measured in 1981 in these wells <br />(Appendix B), was somewhat shallower, ranging from approximately 7 to 18 feet bgs. <br />Ground water elevations, as measured in the four monitoring wells in June 2010, indicate the <br />ground water flow direction is from the northeast to southwest toward the Colorado River <br />and locally toward Reed Wash (Figure 2). <br />The approximate elevation of the Colorado River is 4,440 to 4,441 feet above mean sea <br />level (amsl), compared to ground water elevations of 4,461 feet amsl at the north end of the <br />property to 4,446 feet amsl at the south end of the property. The ground water flow direction <br />is toward the Colorado River from the upland areas to the north and the river elevation is <br />several feet lower than the June 2010 ground water elevations; therefore, it is unlikely that <br />the ground water beneath the proposed loadout facility is influenced by the Colorado River. <br />It is probable that ground water beneath the property is, in part, the result of irrigation in <br />upland areas. The water quality of the alluvial ground water beneath the property indicates <br />the alluvial ground water originated in the Mancos Shale, or at least traveled through the <br />Mancos Shale or shale- derived soils. <br />4 <br />
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