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<br />III IIIIIIIIIIIII III <br />May 19, 1990 <br />Exhibit G <br />Hvdroloav <br /> <br />The M & M Mining operation is located on the went slope of <br />a ridge separating that drainage which enters Poor Mans Gulc:~ <br />from the Middle Fork of the South Platte River. As shown on the <br />contour on the Alma. Colo. V3GS 7-1/2 minute topograhic <br />quadrangle, the total area that could result in drainage to =1:e <br />ponds operated by M & M i9 approximately 80 acres, Assuming a <br />maximum precipitation event of a 3-inch rain resulting in a <br />runoff of 20A5, the maximum possible inflow into the ponds would <br />be 4 acre feet. The surface area of the ponds is computed to be <br />9.29 acres; therefore, the resulting inflow from the storm <br />noted above would be approximately 0.43 feet or 5 inches. In <br />order to assure that the runoff dose not result in overtopping of <br />the embankment of the ponds, we intend to maintain a one°oot <br />freeboard at all times and maintain a drainage system awn; from <br />the ponds for all runoff resulting from the office and pai-ki:~g <br />urea. <br />Recognizing that there will be some loss of water to the <br />Middle Fork stream system as a result of evaporation Prom the <br />ponds and operation in general, M & M hes legged water ri{;hts <br />which will offset flepletion at suth times as water rights that <br />they own are not in priority. The Company has met with t1;e Kater <br />Commissioner and filed a Substitute Water Supply Plan witl the <br />State Engineer for 1940, as well as n Plan For Augmentnticn with <br />the District Court for Water Division T. This is all in accord <br />with Colorado water law. <br />The proposed. mining operation will require approximately <br />250 gellona per minute of water to wash the gravel and gold <br />taken from the mine. Based on similar operations of this type, <br />approximately ten portent of the wash water can be expected t.~ <br />be lost due to leakage, evaporation, spray and surface moisture <br />in the gravel. The remainder of the water used in the wag:~ing <br />process will be recycled. Using a work schedule of SO hours of <br />operation per day, 5 days per week and 8 months per year, the <br />annual water requirements for the washing process will total d.3 <br />acre-feet per year. The water mentioned above, that has b:en <br />leased or purchased, is intended to replace water totally lost to <br />the hydrologic system. 11s n result, the regime of the sur*ace or <br />ground water systoms of the North Fork of the South plntte River <br />System will not be adversely impacted by this operation. <br />