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_12_ <br />floors. The alluvial valley floor probably continues downstream, but <br />for those areas no determination is needed at this time due to limited <br />impacts predicted. <br />Alluvial Valley floors - Findings <br />1. The surface coal mining operations would not interrupt, discontinue, or <br />preclude farming on an alluvial valley floor (Rule 2.06.8(5)). <br />Although underground mining would occur in areas adjacent to the <br />alluvial valley floor,_all surface disturbances are located more than <br />mile upstream from the alluvial valley floor. The alluvial valley <br />floor would not be undermined by the operations, nor will they be <br />significantly affected by surface and ground water impacts from the <br />surface operations. <br />2. The surface coal mining operations would not materially damage the <br />quantity and quality of water in surface and underground water systems <br />that supply those alluvial valley floors or portions of alluvial valley <br />floors. <br />All of the surface flow from the permit area drains to the North Fork <br />of the Gunnison. The applicant has monitored the largest two drainages <br />crossing the permit area. During this period, Lone Pine Gulch has <br />experienced no flow. Sylvester Gulch has experienced ephemeral stream <br />flow. The record yield of 208 acre -ft/yr. in 1978 is less than 1% of <br />the mean annual flow in the North Fork of the Gunnison River. Surface <br />flow supplied to the alluvial valley floor along the North Fork comes <br />primarily from areas upstream from the permit area and this flow is <br />regulated by Paonia Reservoir located approximately 6 miles upstream of <br />the alluvial valley floor. Mining operations would require <br />approximately 150 acre-ft. of fresh water per year for sanitary and <br />drinking water. This water is withdrawn during spring runoff when <br />water rights are available and used throughout the year. The <br />wastewater is then treated and returned to the hydrologic system <br />through periodic discharges from the waste water treatment plant. This <br />results in negligible loss to the system. <br />The applicant's discussion of probable hydrologic consequences has <br />identified no anticipated changes in surface water quality: All runoff <br />from disturbed surface areas, including runoff from the waste disposal <br />site, drains through an approved sediment control system. All <br />discharges are made under the conditions of the applicant's NPDES <br />permit, and. any effluent must meet the water quality standards for the <br />receiving streams. If necessary, discharges are treated to assure <br />compliance with water quality standards. As a result, no degradation <br />in the quality of surface waters supplied to the alluvial valley floor <br />is anticipated. <br />Any ground water supplied from strata with the potential t <br />by the proposed operations is probably minimal. No major <br />been identified in either the coal seam or the overburden. <br />r <br />o be affected <br />aquifers have <br />Springs in <br />„~ <br />