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_INSPECTION - C1981033 (10)
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_INSPECTION - C1981033 (10)
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Entry Properties
Last modified
11/7/2020 11:21:44 AM
Creation date
11/16/2011 12:22:52 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981033
IBM Index Class Name
Inspection
Doc Name
Inspection Report
From
DRMS
To
William Bear
Inspection Date
11/7/2011
Email Name
JJD
SB1
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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November 7,2011 C-1981-033/Bear Mine JJD <br /> Inspection Topic Summary <br /> NOTE: Y=Inspected N=Not Inspected R=Comments Noted V=Violation Issued NA—Not Applicable <br /> R -Air Resource Protection R -Roads <br /> R -Availability of Records R -Reclamation Success <br /> Y - Backfill& Grading R -Revegetation <br /> NA - Excess Spoil and Dev. Waste Y - Subsidence <br /> NA - Explosives R -Slides and Other Damage <br /> Y - Fish& Wildlife R -Support Facilities On-site <br /> R -Hydrologic Balance R -Signs and Markers <br /> Y - Gen. Compliance With Mine Plan NA - Support Facilities Not On-site <br /> NA - Other NA - Special Categories Of Mining <br /> NA -Processing Waste Y - Topsoil <br /> COMMENTS <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 /> 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 /> 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 /> The hillside spring 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 /> The riverside berm was in place and had sufficient height. The caps were on the upgradient and down gradient <br /> Number of Partial Inspection this Fiscal Year: 3 <br /> Number of Complete Inspections this Fiscal Year: 2 <br /> Page 2 of 5 <br />
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