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-38- <br />In areas not covered by soils, subsidence fractures would directly <br />divert runoff into the ground water system. In such an area, numerous <br />open fractures could significantly reduce surface runoff. In areas <br />covered with soils (which would not maintain an open fracture), any <br />reduction in runoff would be less severe. Subsidence fractions would <br />increase deep percolation of soil water, but the infiltration <br />characteristics of the soil would still control the amount of runoff. <br />Infiltration might still increase slightly, because deep percolation <br />might more rapidly deplete soil moisture and decrease antecedent <br />moisture. <br />A lowering of the piezometric surface might cause ephemeral and <br />perennial springs to go completely dry. Exhibit 2.S.1.U identifies <br />numerous springs in or adjacent to the area to be mined. The <br />application indicates that (2-253-6) springs contribute to 11 percent <br />of the flow in Lower Dry Fork, 4 percent of the flow in Lick Creek, <br />12.6 percent of the flow in South Prong, and 0.9 percent of the flow in <br />Horse Creek. Excluding the Sylvester Gulch data, springs could <br />contribute 6.2 percent of the low flow runoff could be lost. In <br />reality, it is probable that not all the springs would be affected and, <br />therefore, reduction of surface flow, although significant, would be <br />less than the worst case scenario. <br />Subsidence could reduce stream flow by directly diverting surface flow <br />and alluvial ground water into the bedrock ground water system. This <br />effect is undesirable both because of the hydrologic effects and the <br />mine operation problems it could produce. The applicant has proposed a <br />subsidence protection plan for the Dry Fork of Minnesota Creek to <br />protect streamflow. The adequacy of this protection plan is not being <br />assessed as a part of this permit review. The Division prefers that <br />the site specific monitoring data concerning subsidence and its <br />hydrologic effects be taken into account in the design of any <br />protection plan. <br />Stipulation No. 10: WHEN THE APPLICANT SUBMITS A PERMIT APPLICATION TO <br />UNDERMINE THE DRY FORK OF MINNESOTA CREEK, THE SUBSIDENCE PROTECTION <br />PLAN SHOULD BE BASED UPON MONITORING INFORMATION COLLECTED DURING THE <br />EARLIER PHASES OF MINING. <br />Three perennial streams cross the southern portion of the life-of-mine <br />area, Lick Creek, South Prong, and Horse Creek. Subsidence effects <br />could be significant along these stream courses as well, unless the <br />applicant undertakes to design subsidence protection plans for these <br />drainages as well as Dry Fork. <br />If adequate subsidence protection plans can be designed, then loss of <br />surface water would result only from the first two sources, increased <br />infiltration and loss of springs. This runoff is not entirely lost to <br />the hydrologic system. It would temporarily become a part of the <br />ground water system and would eventually reemerge to the surface. It <br />is difficult to predict where this water would reemerge. It could <br />