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RULE 2 PERMITS <br />originating from infiltration into the Collom Lite pit would return to normal. Other than those directly <br />eliminated by the pit, no springs are likely to be affected by the Little Collom X pit. <br />Potential Surface Water Quality Impacts <br />Potential impacts to the surface water quality from the proposed Collom Lite and Little Collom X mining <br />operations are considered here. As described above, Little Collom Gulch is ephemeral, and showed no <br />evidence of surface flow during 18 months of baseline monitoring. There is therefore no basis on which <br />to determine relative changes in surface water quality for Little Collom Gulch. Potential mining impacts <br />will be limited to the shallow valley fill groundwater regime, discussed elsewhere, rather than surface <br />water. <br />The West Fork of Jubb Creek is intermittent, and is only affected by a potential reduction in spring/seep <br />source area by construction of the Collom Lite pit. Water infiltrating into reclaimed pit and spoil areas <br />may later enter the West Fork of Jubb Creek via springs, if the elevation of the springs is below the final <br />pit outflow elevation, and if the spring is connected to a stratigraphic interval that is exposed along the <br />downgradient highwall of the reclaimed pit. The reclaimed pit outflow elevation is 7290 amsl, while the <br />potentially affected springs are either located above this elevation, or have a source stratum which falls <br />above this elevation where it intersects the highwall. Springs V 10 and V32 are located above the pit <br />outflow, at elevations 7295 and 7600, respectively (based on 25 foot contours). Spring/seep V 1 is located <br />at approximate elevation 7170, below the pit outflow, but is roughly 3200 feet from the pit disturbance <br />boundary, not accounting for the highwall side slope. VI is generally down -dip from the pit, and the <br />bedrock dips at roughly 8 percent. The spring's source layer must therefore intersect the highwall <br />approximately 256 feet (3200 x 0.08) above the spring elevation, or roughly 7426 ft amsl. This is well <br />above the pit outflow elevation. Therefore, water in contact with the overburden fill will not impact water <br />quality in the West Fork of Jubb Creek, and will instead discharge to groundwater, generally within Little <br />Collom Gulch. <br />Other Potential Impacts <br />Flooding and stream flow regime do not appear to have been affected by past mining operations or <br />reclamation, nor are they anticipated to be affected by Collom Lite and Little Collom X mining. <br />Groundwater availability in the area may potentially be enhanced with the storage of water in the <br />reclaimed pits. Colowyo owns significant water rights within the affected drainages. Any potential <br />diminishment of flow will be compensated for by reduced use by Colowyo. There is sufficient capacity <br />for Colowyo to reduce their use of adjudicated water to compensate for potential diminishment of flow, <br />allowing downstream users full access to their water rights. <br />2.05.6 (4) Protection of Public Parks and Historic Places <br />No public parks are located within the permit or adjacent areas; therefore no public parks will be affected <br />by the proposed mining operations. The proposed mining operations are anticipated to affect specific <br />sites and areas listed or eligible for listing in the National Register of Historic Places. These sites are <br />discussed in further detail in Sec 2.04.4. A treatment plan has been prepared for some of the sites <br />expected to experience impacts from the development of this mine. This treatment plan will identify <br />specific mitigation processes needed to develop in and around these sensitive locations. <br />2.05.6 (5 -6) Surface Mining near Underground Mining; Subsidence Control <br />No surface mining activities will be conducted within 500 feet of an underground mine. Therefore, there <br />is no subsidence control plan for proposed operations. <br />Collom — Rule 2, Page 130 Revision Date: 1/23/09 <br />Revision No.: PR -03 <br />