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• <br />• <br />• <br />Other Potential Impacts <br />Collom — Rule 2, Page 140 <br />RULE 2 PERMITS <br />to equilibrium with the surrounding ground water levels (water table /piezometric surface) once <br />dewatering ceases. The water beneath this piezometric /water table surface will flow in a northern <br />direction at the rate of normal ground water flow for the area. Based on numerous previous studies in the <br />area, this saturated water table level is at or below the bottom elevations of the creeks and gulches in the <br />area of Collom Lite. This creates an outflow from the creeks to the ground water. <br />With respect to spoil water quality, current water, rock, and soil quality analyses predominantly show a <br />basic (a.k.a. base) environment, i.e., a pH above 7.0. This chemical environment has been present in this <br />area since quality testing was initiated (and therefore, for some time in the past). Some adverse chemical <br />conditions have been identified in the soils and overburden analyses; however, these have been discussed <br />in the application and have been adequately handled by Colowyo in the past. <br />After the water begins to accumulate and if any water starts to be discharged from the pit spoils, it will be <br />in contact with spoil that is not geologically or chemically different from the surrounding in situ material. <br />Thus, no significant change to water quality should occur while in this basic environment beyond a <br />moderate potential increase in total dissolved solids. Given the long time frame involved, the small <br />expected contributory volume that could conceivably contribute to springs /seeps /bedrock groundwater <br />resources and dilution of potential moderate increases in total dissolved solids concentrations observed at <br />other locations from water originating from spoil backfill areas, no significant change to local or regional <br />water quality is expected. <br />After the water is discharged (and based on current conditions) any water flow from the pit spoils will <br />either evaporate or recharge the permeable materials in Little Collom Gulch. Little or no surface flow is <br />expected in Little Collom Gulch, since no recorded surface flows have been detected in Little Collom <br />Gulch indicating that any surface water is readily absorbed into the permeable material of Little Collom <br />Gulch. In addition, ground water levels in Little Collom Gulch are in excess of 10 feet below ground <br />surface based on geotechnical and hydrologic studies in the area. Thus, this discharge water will intermix <br />with the in situ ground water, which will further dilute the discharge water. <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 />With respect to alluvial valley floors (AVFs), lower portions of Collom Gulch have been studied before <br />and since the release of the 1985 OSM Alluvial Valley Floor (AVF) Reconnaissance map. The <br />reconnaissance by OSM was compiled on 1:100,000 -scale maps and was meant to represent a <br />reconnaissance level effort to identify areas which are likely to meet the AVF definition (from <br />Introduction to OSM report accompanying this study). Thus, any area identified on the OSM maps are <br />potential AVFs. It was recognized in this study that future studies may more conclusively prove or <br />disprove the AVF findings in the report. <br />Colowyo and other companies in this area performed AVF studies to more conclusively prove or disprove <br />the existence of AVFs in this potential coal mining area of the Danforth Hills. For the Collom area, there <br />has been significant studies to date examining the Collom Gulch and the potential for an AVF in the area <br />possibly affected by mining activities in the Collom light area. <br />Revision Date: 8/5/11 <br />Revision No.: PR -03 <br />