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November 7, 2011 C -1981 -033 /Bear Mine JJD <br /> <br /> <br />Number of Partial Inspection this Fiscal Y ear: 3 <br />Number of Complete Inspections this Fiscal Year: 2 <br /> <br /> Page 2 of 5 <br /> <br /> <br /> <br />Inspection Topic Su mmary <br />NOTE: Y =Inspected N =Not Inspected R =Comments Noted V =Violation Issued NA =Not Applicable <br />R - Air Resource Protection <br />R - Availability of Records <br />Y - Backfill & Grading <br />NA - Excess Spoil and Dev. Waste <br />NA - Explosives <br />Y - Fish & Wildlife <br />R - H ydrologic Balance <br />Y - Gen. Compliance With Mine Plan <br />NA - Other <br />NA - Processing Waste <br /> <br />R - Roads <br />R - Reclamation Success <br />R - Revegetation <br />Y - Subsidence <br />R - Slides and Other Damage <br />R - Support Facilities On -site <br />R - Signs and Markers <br />NA - Suppor t Facilities Not On -site <br />NA - Special Categories Of Mining <br />Y - Topsoil <br /> <br /> <br />COMMENTS <br /> <br />AIR RESOURCE PROTECTION – Rule 4.17: <br /> There was an odor of smoldering coal on the west side portal area on the hill. A small vent of steam vapor <br />was seen on the hillside above and about 100 feet to the west of the backfilled portal area. <br /> <br />AVAILABILITY OF RECORDS – Rule 5.02.4(1): <br /> All of the required mine records were located and reviewed at the Bowie No. 2 Mine. The mine records <br />checklist follows. <br /> <br />HYDROLOGIC BALANCE - Rule 4.05 Drainage Control 4.05.1, 4.05.2, 4.05.3; Siltation Structures 4.05.5, <br />4.05.6; Discharge Structures 4.05.7, 4.05.10; Diversions 4.05.4; Effluent Limits 4.05.2; Ground Water <br />Monitoring 4.05.13; Surface Water Monitoring 4.05.13; Drainage – Acid and Toxic Materials 4.05.8; <br />Impoundments 4.05.6, 4.05.9; Stream Buffer Zones 4.05.18: <br /> The sediment pond along the river did not have any standing water in it. The pond embankment was stable <br />and had a good vegetative cover. The primary discharge pipe gate was closed and the pipe outlet was clear of any <br />blockage. There was no blockage in the open channel riprapped emergency spillway. The collection ditch that runs <br />along the river and empties into the sediment pond had sufficient capacity. <br /> <br />The hillside spri ng was flowing into its constructed channel and culvert which lead to the hillside spring water <br />treatment pond. The water level in the treatment pond was about six inches below the horizontal pipe. The <br />treatment pond was discharging at a rate of about ten gallons per minute. The discharge was orange in color, <br />which has been found in the past to be in compliance with water quality standards. There was some leakage at the <br />point where the pond discharge is channeled into the black plastic corrugated pipe that leads to the river. Most of <br />the discharge was making it into the black pipe, however. <br /> <br />The riverside berm was in place and had sufficient height. The caps were on the upgradient and down gradient