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BOWIE RESOURCES, LLC <br />BOWIE NO. 2 MINE <br />IMPOUNDMENT YEARLY INSPECTION <br />In accordance with Rule 4.05.9(14), all impoundments shall be inspected at least yearly <br />to determine if the impoundment has been maintained as designed, and in accordance <br />with the approved plan and the applicable regulations. This yearly inspection is for the <br />impoundments located at the Bowie No. 2 Mine. <br />On March 29, 2012, I performed the required yearly inspection. I, J. E. Stover, have a <br />wide variety experience in the design and construction of earth fill embankments. <br />Nothing was observed during the inspection that would indicate the ponds have a <br />potential for failure. There was no appearance of erosion, instability, structural <br />weakness or other hazardous conditions. There are no required monitoring procedures <br />or instrumentation other than monthly and yearly inspections. There are no aspects <br />which might affect stability. None of the ponds were discharging during the inspection. <br />Pond B had a pool of water about 5 -feet below the emergency spillway at approximate <br />elevation of 5947. Sediment was visible near the emergency spillway. Pond B needs <br />dewatered. Sediment removal does not appear to be required at this time. <br />The water level of Pond C was at the level of the primary spillway at approximate <br />elevation of 5992.75. Because of the water level in the pond, it is not possible to <br />determine the sediment level. Estimate 10% sediment build up since the pond was <br />recently cleaned of sediment. <br />Pond D had a pool of water standing at the level of the primary spillway at approximate <br />elevation of 5973.4. Some sediment build up was visible on the east and west ends of <br />the pond. Estimate 20% sediment build up since sediment was recently removed from <br />the pond. <br />Pond F had a pool of water standing about 6 -feet below the elevation of the emergency <br />spillway at approximate elevation 5948. Sediment has built up at the west end of the <br />pond. It is estimated the sediment build up is over 60% of the design capacity. <br />Pond J was dry with no apparent sediment build up. <br />Pond K had was damp with an estimated sediment build up of 20 %. <br />