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110 Permit Application <br />Colorado Division of Ret;lamation, Mining and <br />(B) Rule: identify any permanent man-made structures within 200 feet of the affected area <br />and the owner of each structure. Each structure should be located on Exhibit E - Map. <br />Response: There are no permanent man-made structures within 200 feet of the affected <br />area with the exception of the private Tepee Park Ranch road that runs through the <br />eastern portion of the proposed permit area (Exhibit E). <br />(C) Rule: a description of the water resources in the area of the proposed operation. Identify <br />any streams, springs, lakes, stock water ponds, ditches, reservoirs, and aquifers that <br />would receive drainage directly from the affected area. Provide any information available <br />from publications or monitoring data on flow rates, water table elevations and water <br />quality conditions. <br />Response: Groundwater underlying the affected area is anticipated to be at least 100 <br />feet below ground surface, based on topography relative to Beaver Creek and the <br />underlying Wasatch Formation, which is the closest underlying formation utilized for <br />aquifer characteristics in other areas. The pit is not expected to intersect any significant <br />continuous groundwater resource. Infiltration of storm water in the affected area will be <br />impeded by fine grained lithologic units of the Green River Formation underlying the pit. <br />Storm water that does infiltrate would be expected to intersect shallow sandstone units <br />and then flow laterally until it daylights near the pit or becomes entrained in perched <br />discontinuous water bearing units in the hillside. Lithologic unit bedding orientation at <br />the site is relatively flat. <br />Surface water or drainages potentially receiving drainage from the affected area include <br />two unnamed ephemeral creeks. The surface water flow path from the affected area to <br />each of the ephemeral creeks ranges between 600 and 1,000 feet in length, <br />respectively. The ephemeral creek drainages intersect Beaver Creek approximately <br />1,000 to 2,000 feet below the surface water flow path - ephemeral creek intersect. <br />Beaver Creek is a perennial stream that supports a cold water fishery. Mean daily flows <br />range from 0.9 to 8.24 cubic feet per second (cfs), with an average of 4.8 cfs for the <br />period between 1972 and 1982 (USGS 2008). The gauging station for these <br />measurements is located several miles north of the affected area at an elevation of <br />6,685 feet. Presumably in-stream flows are greater at the gauge location than near the <br />proposed permit area. No water quality data was available for Beaver Creek. However, <br />the Colorado River, a downstream receiving river, is a listed 303d water body for <br />selenium. <br />(D) Rule: A wildlife statement prepared by the Colorado Division of Wildlife (DOW) is not <br />required for 111 Special Operations, or 110, or 110(6) Limited Impact Operations. The <br />Operator/Applicant may contact the local Colorado Division of Wildlife (DOW) <br />representative to verify that no critical or important wildlife habitats or wildlife species will <br />be impacted by the proposed operation. <br />Response: No action required. <br />Tetra Tech February 2008