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• The well and spring measurements averaged about 1100 mmhos, ranging <br />from 550 mmhos from a well on Wilson Creek to 1880 at a seep from <br />a coal seam exposed at the pit. The groundwater quality was again <br />found to be highly variable in terms of specific conductance. The <br />measurements made in 1979 were within the range of variation seen <br />in measurements taken in 1974 and 1975 at the same sites. This <br />report has been previously submitted on February 5, 1981 and is <br />included in Exhibit 7. <br />The conclusion presented in the 1979 LRCWE report was that there is <br />no evidence of contamination of the groundwater by the surface <br />mining of Colowyo. Analysis of specific conductance measurements <br />below sites where contamination would be expected, such as <br />Goodspring Creek below Streeter Canyon and Taylor Creek below the <br />coal loadout area, do not reveal decreased water quality. <br />Monitoring of Goodspring Creek and Taylor Creek since 1979 supports <br />the conclusions of the 1979 LRCWE report. <br />Tables 3 and 4 present the analyses of water samples collected from <br />Taylor Creek Well Nos. 1 and 3, respectively. The locations of the <br />two Taylor Creek wells and their characteristics are discussed more <br />• fully in the earlier groundwater description. Water samples from <br />the two wells were analyzed for the common ions and trace metals <br />because water from the two wells is used for domestic purposes on <br />the mine site. Comparison of the observed concentrations and the <br />health limits shows that trace metals from the water in deep <br />sandstones are not a problem. <br />Groundwater quality in and adjacent to the permit area is generally <br />poor. Water from the wells contains relatively high amounts of <br />dissolved salts and calcium-carbonate hardness. Previous analyses <br />of groundwater samples in the area indicate that the groundwater is <br />alkaline, saline, and sufficiently hard to restrict usage to stock <br />watering. <br /> <br />2.04.7-19 <br />