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<br />11.5°, and 14.0°. All four measurements were less than the approved maximum slope <br />angle of 18.43°. <br />D. Surface Water Hydrology and Drainage Control <br />Runoff from all three of these disturbance areas is directed through the main refuse <br />collection ditch to the single mine site sediment pond situated at the west end of the <br />mine. This ditch had been recently regraded, with its temporary catch basin embank- <br />ments entirely removed. As the ditch approaches the sediment pond, it increases in <br />grade. This increased grade section of the ditch has been armored by both grouted <br />riprap and by Reno mattresses (relatively flat gabions). <br />The sediment pond had been recently cleaned out, and the pond's embankment and <br />primary and secondary spillways were all in compliance and in good condition. <br />VI. Additional Investigations <br />A. Review of Surface Water and Groundwater Quality Data <br />The three areas requested for release in this application were afl regraded during 1995. <br />A review of the 1995 quarterly surface water monitoring reports and associated water <br />quality analyses was conducted. The review found that during 1995, discharges from <br />the mine site sediment pond occurred twice: once in June and once in September. <br />Both of these were sampled by the permittce and were found to be in compliance with <br />the conditions and approved exemptions of the permittee's Colorado Pollutant <br />Discharge System permit. <br />Because of the relatively small area (one acre) of these disturbances and their distances <br />from local groundwater levels, it was determined that the activities associated with their <br />reclamation would have little effect on groundwater quality. As such, a review of the <br />groundwater quality data from the Raton Creek Mines was not conducted. <br />B. Review of Reports from Previous DMG Inspections <br />A review of the 1993, 1994, and 1995 DMG inspection reports was conducted. Other <br />than issues with preventing excessive rillying and gullying in the south-facing refuse <br />pile slope, no significant problems were found to have had occurred at these three <br />regraded areas during that time period. <br />VII. Conclusions <br />The Division concludes, based upon the investigations, observations, and evaluations <br />documented herein, that backfdling, regrading, and drainage control for the three areas <br />addressed in partial Phase I Bond Release Request No. SL-03 have been successfully <br />completed by Energy Fuels Mining Company in accordance with approved plans. The <br />Division further concludes that pollution of surface water in the vicinity of these <br />disturbances is not occurring, and that the distance from these disturbances to local <br />4 <br />