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Hydrologic Dow Interpretation and Impact Awe ml for Penh Ama and Adjacmt Are= <br /> not appear to be a continuing problem. During BASELINE CHARACTERIZATION OF <br /> 1989, both conductivity and TDS values were WATER QUALITY AND <br /> within the ranges of baseline values. STREAMFLOW <br /> Refuse pile monitoring wells GP-3 through GP-5 <br /> remained dry throughout water year 1989. Also, A baseline characterization of North Fork water <br /> there was no Bow from the toe underdrain during quality was performed in previous annual reports <br /> water year 1989. However, pond MB-6 collected to evaluate the potential changes in North Fork <br /> surface runoff from the refuse pile and can be water quality that could result from discharges at <br /> considered representative of refuse pile conditions. the Mt. Gunnison No. 1 Mine. Baseline character- <br /> A sample taken from MB-6 on 2 May 1989 indicat- ization was performed downstream of the mine <br /> ed pH, conductivity, dissolved oxygen, turbidity, before the start of construction in August 1981. <br /> TDS, TSS, iron, and manganese were 9.2, Data sources were the USGS stream gauging <br /> 2.09 mmhos/cm, 9.4 percent, 582, 1672 mg/I, station on the North Fork near Somerset and the <br /> 184 mg/l, 23.29 mg/I, and 0.17 mg/I, respectively. West Elk Coal Co. water quality monitoring <br /> station on the North Fork below the mine. Both <br /> The amount of refuse material placed in the lower stations were downstream of the surface facilities <br /> refuse pile is highly dependant on conditions area and downstream of all discharge points. <br /> encountered in the mine. Projected refuse produc- Baseline data and analysis of these data are provid- <br /> tion for 1989 is approximately 50,000 tons from ed in the Mining and Reclamation Plan for the Mi. <br /> "F ' seam mining and 55,000 tons from "B" scam Gunnison No. 1 Mine and in the first annual <br /> slope development, hydrology report. <br /> ASSESSMENT OF SPRINGS COMPARISON OF BASELINE WATER <br /> • QUALITY WITH OPERATIONAL <br /> A comparison of 1989 monitoring data with previ- DATA <br /> ous years shows no significant trends or changes <br /> which can be associated with mining activity. Most Of the ten parameters selected for baseline charac- <br /> springs are responsive to spring runoff, but Bow terization, seasonal trends are apparent for TDS, <br /> rates are sporadic and many times do not correlate TSS, and total iron. The other parameters do not <br /> well with other seasonal parameters such as snow- exhibit seasonal variation. Total dissolved solids <br /> pack, precipitation, or streamllow. are least concentrated in the North Fork during <br /> the period between about May and July.The likely <br /> ASSESSMENT OF SURFACE reason for this pattern is during this period <br /> high-TDS groundwater is diluted by snow runoff. <br /> WATER AND AVF S Total iron is most concentrated during this period. <br /> Total suspended solids are most concentrated from <br /> Efforts were made in previous annual reports to April to July. <br /> characterize baseline river water quality. The <br /> purpose was to evaluate potential changes in A comparison of baseline water quality data in the <br /> surface water quality due to mining activities at the North Fork of the Gunnison River with 1989 <br /> Mi.Gunnison No. 1 Mine.Continuous monitoring monitoring data shows no significant changes in <br /> of stream Bows and periodic monitoring of spring water quality in the North Fork. No apparent <br /> discharge rates are performed to provide the long changes in the water quality of the North Fork of <br /> term data base from which possible impacts of the Gunnison River can be attributed to affects of <br /> mining can be assessed. mining during water year 1989. <br /> 0 <br /> 12 <br />