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Lorencim Canvon Mine - Grawrdwater Technical Reoort <br />• Conclusions <br />In accordance with Rule 2.04.7, baseline data for the hydrology of the site has been collected <br />during 1996. During this data collection a total of eleven alluvial wells were installed, and 16 <br />consolidated rock wells were installed. These wells were installed into the zones immediately <br />above and below the target coals, and within the coals themselves. Samples were obtained from <br />the water in all zones and this water was analyzed for various constituents to determine the water <br />types and quality. Testing was performed in each of the zones to determine the hydrologic <br />characteristics of each zone. <br />Groundwater at the site was principally acalcium-sodium bicarbonate type for the wells within <br />the alluvium, and asodium-bicarbonate type for the wells in the consolidated rock strata. Water <br />from the alluvial wells was typically neutral, with low hardness and low salinity. Water from the <br />consolidated strata was typically neutral to partially alkaline, with low hardness and low to <br />moderate salinity. Accedences to water quality standards were evident in both the alluvial and <br />consolidated rock aquifers. <br />Groundwater at the Lorencito Canyon Mine site exists principally in the alluvium of Lorencito <br />Canyon, and at the mouths of the various side canyons. The overburden, interburden, and both <br />• coals outcrop onsite, with this outcrop being the downgradient extent of the water-bearing zones. <br />Typically, the consolidated aquifers are confined, with a low hydraulic conductivity and a <br />correspondingly low storativity. Water within the consolidated rock units does exist; however, <br />this water is not considered to be an aquifer since an aquifer is defined as "a rock or sediment in <br />a formation which is saturated and sufficiently permeable to transmit economic quantities of water <br />to wells and springs" (Fetter, 1980). These units have been deemed "water-bearing zones" since <br />the zones would appear incapable of transmitting economic quantities of water. <br />SECTION 4 -REFERENCES CITED <br />Cooper, H. H., Bredehoeft, J.D., and Papadopulos, S.S. 1973. Response of aFinite-Diameter <br />Well to an Instantaneous Change of Water. Water Resources Research. Vol. 3, No. 1, pp 263-269. <br />Colorado Department of Health and the Environment, Water Quality Control Division. April <br />1996. The Basic Standards fro Groundwater 3.110. Denver, CO. <br />Duffield, G.M., and J.O. Rumbough. 1991. AQTESOLV, Aquifer Test Solver, Version 1.00 <br />Documentation. Geraghty and Miller Modeling Group, Reston, VA. <br />Fetter, C.W. 1980. Applied Hydrogeology. Charles Merrill Publishing Co.. Columbus, OH. <br />Greystone. 1996a. Surface Water Technical Report for the Alta Griffon Mining Project DEIS. <br />• Greystone, Englewood, Colorado. <br />Groundwao:r.475\December 9, 1996 46 <br />