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REP50671
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Last modified
8/25/2016 12:55:35 AM
Creation date
11/27/2007 12:54:56 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981018
IBM Index Class Name
Report
Doc Date
1/4/1993
Doc Name
1992 AHR
From
Western Fuels-Utah, Inc.
Annual Report Year
1992
Permit Index Doc Type
HYDROLOGY REPORT
Media Type
D
Archive
No
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<br />' The Qal-5 hydrograph shows the major increase in the alluvial water level of the White River during <br />the first half of 1985. This rise was due to the filling of Kenney Reservoir. Since that time, <br />fluctuations reflect the rise and fall of the reservoir level. <br />' 2.2.2.2 Alluvial Water Quality Data The water quality data for QAL-5 is contained in Appendix <br />E. The statistical summary of the data is also contained in Appendix E. A statistical summary of <br />' depths for QAL-5 is also included in Table 2-2. The fifth annual hydrology report noted that the <br />general increase in the average TDS that started when Kenney Reservoir was filled was beginning <br />to slow down. Based on the data collected during the present water year, the trend in the TDS <br />' exhibited a slight decrease. The TDS ranged from 7928 mg/I to 6732 mg/I with an average of 7333. <br />This compares to an average during the previous reporting period of 7795 mgA. ~~'~' . `y~ _ <br />The water quality of the White River is considerably better than that in the alluvium indicating that <br />permeability in the alluvium is restricted resulting in a relatively low degree of communication <br />t between the river water and the water in the alluvium. The existence of the lake decreases the <br />groundwater gradient which may inhibit any natural tendency for the alluvium to flush itself of the <br />' higher dissolved solids content. The potential effects, therefore, were projected that the dissolved <br />solids of the White River alluvium in the vicinity of Scullion Gulch would continue to increase to a <br />higher level and stabilize on an average basis. Apparently this more or less stable level has been <br />reached. <br />i <br />2.2.2.3 Bedrock Water Level Data Hydrographs for the 15 bedrock monitoring holes are contained <br />in Appendix D. Table 2-2 contains a statistical summary of the water level data from each of the <br />15 bedrock monitoring holes. The locations of the holes are shown on Plate 1 in the pocket of this <br />report. As noted in the original Deserado Mine permit application, the three zones being monitored <br />(upper sandstone facies, siltstone and coal facies, and the lower sandstone) identity three different <br />' stratigraphic zones which lack the characteristics of typical aquifers. The strata are tight as <br />demonstrated by pumping tests. <br />' The °upper sandstone facies' hydrographs, designated by the hole name ending in 'U' are water <br />level depths in feet over time. Monitor hole 2-17U, located immediately over the East Mains, was <br />mined under during November of 1985. The hydrograph for this monitoring period is similar to that <br />of last year in that it shows three relatively stable readings and a final reading that dropped five feet. <br />Longwali Panel 1 (LW-1) was mined to within about 900 feet of this location in February 1988. The <br />' most discernable trend in the water level data for this hole is that mining has had surprisingly little <br />effect. <br /> <br />1 <br />8 <br />77<,~~ <br />-~ ,, ., , <br />7~=. <br /> <br />
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