Laserfiche WebLink
• PROBABLE HYDROLOGIC CONSEQUENCES <br />CHIMNEY ROCK MINE <br />.~......~...~........o......,.~.s.,..~.r ................ ...... ~.....~~~~...~....~................., .... , . ~ ...~_ ~....~...._...~...~.~~...~..~.~......._ <br />INTRODUCTION <br />Rule 2.04.6(3)(b)(iii) and Rule 2.05.6(3)(b)(iii) require probable hydrologic consequences for <br />mining operations to be determined. This rule further defines that these consequences must be <br />defined for both the permit and adjacent area, for quantity and quality of waters, and for surface <br />and groundwater. Baseline conditions must be established and possible impacts from the <br />activities determined. <br />The Chimney Rock Mine is located approximately 5 miles south of the junction of Highway 160 <br />and Highway 151 in Archuleta County, Colorado. The approximate elevation of the area is <br />6500 feet above sea level. Stollsteimer Creek, a perennial stream, is encompassed by the mine <br />area and four ephemeral drainages also exist in the mine plan area. Figure 1 is a section of a <br />United States Geologic Survey (USGS) topographic map depicting the site location. <br />SURFACE WATER CONDITIONS <br />One perennial stream, Stollsteimer Creek, exists in the permit area. This stream trends from <br />• east to west through the permit area and eventually enters the Piedra River. Baseline studies <br />conducted in 1980 indicate that flows measured from October 1980 to January 1981 range from <br />1.3 to 1.79 cubic feet per second (cfs) at station S-1 and from 1.5 to 3.11 cfs at station S-2, <br />respectively. The surface water may be classified as a mixed calcium/magnesium- <br />sulfate/bicarbonate type water. Measurements from the monitoring period 1984-1990 indicate <br />that the flows varied more widely than indicated in the baseline period. Flows ranged from a <br />low of 0 cfs to 195 cfs at station S-1. Maximum recorded flow was 300 cfs during April, 1986. <br />GROUND WATER CONDITIONS <br />Groundwater in the area occurs in three different zones. The first zone is associated with the <br />alluvium of Stollsteimer Creek. The second occurs in the coal of the Fruitland Formation. The <br />third zone is associated with the Pictured Cliffs Sandstone. The Kirtland Shale, not considered <br />a water bearing unit, overlies the coal sections of the Fruitland Formation. The Fruitland <br />Formation is composed of shale, sandstone, and coal. Three economically viable seams were <br />mined, the "A", "B", and "C" seams. Below the lowest seam, a layer of sandstone and shale <br />exists between the seam and the Pictured Cliffs Sandstone. This layer is generally considered <br />relatively impermeable. Baseline aquifer analyses were performed in September 1982. These <br />studies determined the approximate transmissivity of the alluvium associated with Stollsteimer <br />Creek as 100,000 gallons per day per foot (g/d/ft). Transmissiviry and storativiry of the <br /> <br />RL053\7\0128-95(9J9am) 1 <br />