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• <br />2.04 Application for Permit for Underground Mlning Activities - <br />Dorchester No. 1 Mine. Fremont County. Colorado. <br />2.04.5 General Description of Hydrology and Geology <br />Attachment III contains the primary statement on the general <br />description of hydrology and geology In the Permit and general areas. <br />The Infonretion which follows Is supplemental to data presented in <br />Attachment III and Is offered In direct response to (tans listed In the <br />Adequacy Review dated Aprii 20, 1981. <br />Baseline tnforration on the discharge and quality of Newlin Creek <br />is rot available prior to 1980. The U.S. Geological Survey does not <br />maintain a gaging station on Newlin Creek. Diversion records are <br />maintained by Water Division 2 of the State of Colorado, Department of <br />Natural Resources, for water rights 1n the Arkansas River basin. These <br />• records Include Che diversion dam and pipeline maintained by the City of <br />Florence south of the Permit Area. The City of Florence has the <br />physical and legal ability to divert the entire flay of Newlin Creek to <br />its storage reservoirs outside the Newlin Greek drainage Csee Figure <br />2.04.7C1c) and Hydrology Map, Sheet 1). Measurement Is accomplished by <br />a wler at the pipeline delivery point. <br />Available records are sum~arized in Table 2.04.SC1). Discharges to <br />Newlin Creek are very small, with spring snowrelt providing the maJor <br />volume of water each year. Peak discharges occur either as snowrielt <br />runoff or late scanner thunderstorm events. Magpie Creek historic flows <br />are unknown. <br />Data gathered by the State of Colorado and various mining companies <br />pursuant to regulations being enforced by Mined Land Reclamation are the <br />only sources of Information of discharges on lower Newlin Creek and <br />Magpie Creek. A single runoff event has been doamented in Magpie <br />. Creek, resulting to a peak discharge of approximately 23 cfs. This <br />event occurred Lhe week of July 6, 1981 and was reported In the <br />"Determination of Hydrologic Consequences" report prepared for G.E.C. <br />1 <br />