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RULE 2 PERMITS <br />2.05.6 (3)(a) Protection of the Hydrologic Balance <br />Surface Water <br />Surface water will be protected in the mining areas by stormwater management as described in Section <br />2.05.3(4) of this permit revision application and in the Stormwater Management Plan portion of the <br />Stormwater Discharge Permit and as shown on Map 33B. Protection includes the use of diversion ditches <br />to route surface water around the mining impact areas and stormwater impoundments downstream of the <br />mining impact areas. Similar features will be included in the Lower Wilson mining area, with one or two <br />impoundments likely to be used to catch surface water runoff from that impact area. <br />Current surface water rights will not be impacted by mining operations at Lower Wilson or South Taylor. <br />There is no expected long-term measurable impact to the quantity of surface water in Wilson, Taylor, or <br />Good Spring creeks or any of their tributaries. Surface water amounts that will be used in mining <br />operations will be within the water rights owned by Colowyo. <br />Surface water quality of the three creeks is calculated to only be marginally impacted by mining <br />activities. This marginal impact, described in the Probable Hydrologic Consequences section (Section <br />2.05.6 (3)(b)(iii) below), will be due to meteoric water being captured in and evaporated from the mine pit <br />during operations, and meteoric water contacting an increased surface area of soil in the vadose zone and <br />thereby theoretically increasing the mass of dissolved solids entering the groundwater. These dissolved <br />solids in groundwater will eventually enter the surface water system, with a theoretical increase in <br />dissolved solids in the surface water. This increase is calculated to be small enough to have no impact on <br />the current or projected surface water uses in Wilson, Taylor, or Good Spring creek drainages. <br />Groundwater <br />Groundwater in the vicinity of the Lower Wilson and South Taylor mining areas is restricted to perched <br />aquifers of limited extent within bedrock of the Williams Fork Formation, the Trout Creek aquifer (a <br />bedrock aquifer of regional extent), and alluvial/colluvial aquifers as described in Section 2.04.7. The <br />Williams Fork Formation aquifers have no beneficial use owing to their limited extent and minimal <br />production. The Trout Creek Sandstone is a sandstone unit underlying most of the permit area and <br />extending across much of northwestern Colorado. It contains water of useable quantity and quality as <br />demonstrated by beneficial wells near the permit area. The Trout Creek Sandstone is beneath the mining <br />impact areas and is separated from these impacts by clay and claystone layers within the Williams Fork <br />Formation (see Section 2.04.5 and 2.04.6). A borehole intersecting the Trout Creek (84 -B -TC - NW'/4, <br />NE'/4, Sec. 19, T3N, R93W) was installed between the Lower Wilson and South Taylor mining areas. <br />The Trout Creek formation was dry at this location, since the sandstone in this area outcrops to the west <br />and is above any recharge source. With the dip of the strata to the north and east, the Trout Creek <br />Sandstone, and overlying strata, do not become saturated until (1) the strata dips below the valley floor <br />and (2) the elevation of the appropriate strata equals the elevation of surface water in Wilson and Good <br />Spring Creek. Based on this information, mining is anticipated to have no impact on the Trout Creek <br />aquifer. Groundwater in the shallow alluvial -aquifers of Good Spring Creek is calculated to be marginally <br />impacted by surface mining activities at South Taylor as described in the Probable Hydrologic <br />Consequences. There are no registered shallow alluvial aquifers, beneficial -use wells in the Colorado <br />Division of Water Resources well database within several miles, down gradient of the mining impact <br />areas (Map 11 B). <br />South Taylor/Lower Wilson— Rule 2, Page 79 Revision Date: 11/18/16 <br />Revision No.: MR -163 <br />