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weathering to produce a more level and even surface than the adjacent metasedimentary <br />rocks. Review of the results of the geologic mapping of both the surface and underground <br />within the mine, all the groundwater located below the mine, the processing facilities, and <br />tailings ponds would be expected to be captured to in the northwest - trending structure. The <br />groundwater flows would follow the dyke and any other sub - parallel bedding and foliation <br />planes associated with this zone of weakness within the metasediments. Once captured, the <br />groundwater flow would ultimately be channeled toward the bottom of the gulch and to the <br />Lucky Strike Mill Spring. There are no other known geologic structures that would affect <br />hydrology within the permit area. <br />The flow velocity (permeability) of water across the bedding planes of the metasediments is <br />currently estimated to be no greater than 10-6 centimeters per second over any distance of <br />more than a few feet; this number being based on testing of similar rock under similar <br />conditions. The flows of the Lucky Strike Mill Spring have been observed for many years, but no <br />formally recorded information has been found to exist. However, past workers indicate that <br />the spring flow has decreased within a few days after pumping of the water out of the mine, <br />with the period stated to be from 3 to 5 days. Calculation of a flow velocity using this time <br />period results in a velocity (permeability) of 7 X 10 "2 centimeters per second, which <br />corresponds with the times given, and indicates a travel time between the mine and spring of a <br />little over a week. Based on the data collected, this value appears reasonable and matches the <br />observations of people familiar with the spring. Thus, the conclusion generated is that the <br />spring is a good indicator of groundwater quality for the area below the mine and processing <br />area. <br />