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-12- <br />The Division reviewed the application with respect to the aforementioned <br />facts. For those mining facilities already constructed on alluvial <br />valley floors, the Division is ensuring that those areas will be restored <br />after mining in accordance with Rule 4.24. However, all new mining <br />operations proposed by Snowmass Coal Company were reviewed under the full <br />context of alluvial valley floor regulations. <br />For the purposes of this section, the mine and loadout will be discussed <br />separately. <br />A. Mine <br />The operator conducted a reconnaissance level study of the mine area to <br />determine those areas that might qualify as alluvial valley floors. The <br />study area is indicated on Map D-5-1 and discussed in Volume I, Section <br />5.2 of the application. <br />The study area includes the potential 20+ year life-of-mine area, in <br />addition to the permitted 5-year mine plan area. Also, areas adJacent to <br />the life-of-mine were considered for distances in excess of three miles. <br />The total area considered for this mine investigation was in excess of 75 <br />square miles. <br />Black and white and color aerial photos were used for the study. In <br />addition, areas were field checked for accuracy. <br />The study identified areas of unconsolidated streamlaid deposits along <br />the North, Middle, and South Thompson Creeks and their tributaries. <br />Surveys and field checks of these deposits revealed that the alluvium is <br />relatively thin, intermittent, and restricted to the immediate stream <br />channels. No identifiable soils were mapped within alluvial areas, the <br />alluvium is primarily boulders and cobbles with minor stretches of sand, <br />gravel, silt and clay. <br />There are two criteria used by the Division to identify alluvial valley <br />floors. They are: <br />1) Sufficient unconsolidated streamlaid deposits holding streams, <br />and <br />2) Sufficient water to support agricultural activities. <br />Hydrologic data available for North Thompson Creek indicates an annual <br />runoff of 16.2 cfs or 0.6 cfs per square mile. Eighty percent of this <br />runoff occurs during the snowmelt season of April through June. Low <br />flows during late sunnier average less than one cubic foot per second. <br />Although water is limited within the Thompson Creek drainage, the <br />Division feels that sufficient water is available to support limited <br />agricultural activity. Therefore, the Thompson Creek drainage satisfies <br />one of the criteria for alluvial valley floors. <br />The second and final alluvial valley floor criteria that needs to be <br />considered is that of unconsolidated streamlaid deposits. <br />