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tests for the third quarter did indicate an elevated conductivity <br />in the downstream sell; AA1, of 2250 rihmos/cm. Beginning in 1987 <br />the field conductivity tests and the laboratory analyses of water <br />samples from AA1 did begin showing some degradation of the quali- <br />ty of water in the alluvial material. Total. dissolved solids, <br />measured in ppm, increased from the 400 to 500 range, prior to <br />1986, to a 1000 to 2800 range from 1987 through 1990. The water <br />samples obtained from sell AA1, from 1987 through 1990, show <br />elevated .levels of boron, calcium, chloride, fluoride, magnesium, <br />nitrate, potassium, sodium and sulfate compared to raster samples <br />analyzed from AA1 prior to 1986 and compared to water samples <br />analyzed from AA3 rahich is upstream of the facilities area. The <br />water samp.Les from well AA1 do not indicate degradation with <br />respect to total recoverable metals. <br />The source of the contaminants is apparently the coal stock- <br />pile and the temporary gob piles that mere constructed during the <br />time a ramp was driven from the C-Seam to the B-Seam. The geo- <br />chemical analysis of the roof, coal and interburden material is <br />presented on pagesL.04-23, 2.04-24 and 2.04-24a of the permit. <br />The contaminants listed above are generally all present in warp- <br />ing concentrations in the roof, coal and interburden material and <br />they- are a1J raster soluble. <br />l.n order to analyze the impact of the contaminants an the <br />North Fork of the Gunnison River, the flow through the alluvium <br />is separated into two parts. The first is total flow based upon <br />the total width of the alluvial deposit which is 500 feet. The <br />second is the flow which is subject to contamination by the coal <br />stockpile which encompasses an area only 150 feet wide. The flow <br />through the alluvium is calculated using Darc,y-'s Law; <br />Q = kia = kAlll/L) where; <br />R = Flow in CFS <br />k = Ilydrarr.l.ic Conductivity = 0.00194 ft/sec <br />A = Area = w width x d depth, d = 20 feet <br />ff = Potentiometric Head = 10 feet <br />L. = horizontal Distance Between Wells = G40 feet <br />Total flora through the alluvium: <br />q = (0.00194-(5001120)(101/(640) = 0.303 CFS = 136 gpm <br />Total flora subject to contamination: <br />Q = (0.00194)(150)('LO)(10)/(640) = 0.091 CFS = 41 gpm <br />The lora flora through the alluvium indicates why sell AA1 <br />shoras signs of degradation. There is not adequate flow to flush <br />the contaminants through the alluvium. Fortunately, the flow is <br />lora so the raster which floras from the alluvium mill not have a <br />measurable impact on the quality of water in the North Fork of <br />the Gunnison River. This fact can be demonstrated as folloras: <br />2 <br />