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' 2.2.1.1 Alluvial Water Level Data Water level data is sti{I collected from the one remaining <br />original alluvial aquifer monitoring hole (Qal-5). Kenney Reservoir inundated five other alluvial <br />monitoring holes. A hydrograph of the water level data for Qal-5 is contained in Appendix E. <br />' The location of Qal-5 is shown on Plate 1 in the pocket of this report. The Qal-5 hydrograph <br />shows a significant increase in the alluvial water level of the White River since the second half <br />of 1985. This rise was due to the filling of Kenney Reservoir. Since that time, fluctuations <br />reflect the seasonal rise and fall of the reservoir level. <br />' 2.2.1.2 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. The average depth to <br />water was 0.35 feet greater than during the prior water year. The fifth annual hydrology report <br />' noted that the general increase in the average TDS that started when Kenney Reservoir was <br />filled was beginning to slow down. There has been a generally decreasing trend since 1992. <br />Based on the data collected during the past water year, the TDS value was 2400 mg/I. This <br />compares to an average during the previous two reporting period of 2410 mg/I and 2710 mg/I <br />respectively indicating that the TDS level may be stabilizing. A graph showing the magnesium, <br />' chloride and TDS levels for Qal-5 is also inGuded in Appendix E. <br />The water quality of the White River is considerably better than that in the alluvium indicating <br />' that permeability in the alluvium is restricted resulting in a relatively low degree of <br />communication between the river water and the water in the alluvium. The existence of Kenney <br />' Reservoir decreases the groundwater gradient that may inhibit the natural tendency for the <br />alluvium to flush itself of the higher dissolved solids content. The potential effects, therefore, <br />were projected that the dissolved solids of the White River alluvium in the vicinity of Scullion <br />' Gulch would increase initially as prior unsaturated zones become saturated. TDS would then <br />gradually decrease with time to near or slightly above baseline conditions as these zones are <br />slowly flushed of their salts. There was 11% decrease in the TDS during this water year <br />compared to the previous year (2400 mg/I vs. 2710 mgA). <br />2.2.1.3 Bedrock Water Level Data Hydrographs for the 16 bedrock monitoring holes are <br />contained in Appendix D. The locations of the holes are shown on Plate 1 in the pocket of <br />this report. As noted in the original Deserado Mine permit application, the three zones being <br />monitored (upper sandstone fades, siltstone and coal fades, and the lower sandstone) <br />identify three different stratigraphic zones which lack the characteristics of typical aquifers. <br />The strata are tight as demonstrated by pumping tests. <br />The "wooer sandstone fades" holes are designated by a name ending in "U". <br />All upper fades holes experienced a drop in depth to water from 0.8 to 8.3 feet (except <br />previously dry holes) due to drier long-term climatic conditions. <br />s <br />