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2015-05-22_INSPECTION - C1981033
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2015-05-22_INSPECTION - C1981033
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Entry Properties
Last modified
8/24/2016 6:00:36 PM
Creation date
6/2/2015 9:25:35 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981033
IBM Index Class Name
Inspection
Doc Date
5/22/2015
Doc Name
Inspection Report
From
DMRS
To
Revoked Site
Inspection Date
5/20/2015
Email Name
MLT
MPB
Media Type
D
Archive
No
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May 20, 2015 C-1981-033/Bear Mine MLT <br />Inspection Topic Summary <br />NOTE: Y=Inspected N=Not Inspected R=Comments Noted V=Violation Issued NA Not Applicable <br />NA - Air Resource Protection <br />NA - Availability of Records <br />Y - Backfill & Grading <br />NA - Excess Spoil and Dev. Waste <br />NA - Explosives <br />R - Fish & Wildlife <br />R -Hydrologic Balance <br />NA - Gen. Compliance With Mine Plan <br />N - Other <br />NA - Processing Waste <br />Y -Roads <br />Y - Reclamation Success <br />R - Revegetation <br />NA - Subsidence <br />R - Slides and Other Damage <br />NA - Support Facilities On-site <br />Y -Signs and Markers <br />NA - Support Facilities Not On-site <br />NA - Special Categories Of Mining <br />Y -Topsoil <br />COMMENTS <br />A complete inspection of the Bear Mine was conducted by me, Marcia Talvitie, of the Division, <br />on the morning of Wednesday, May 20, 2015. Western Colorado has received a number of <br />spring storms this month, but the skies were clear and the temperature was mild. <br />HYDROLOGIC BALANCE - Rule 4.05 <br />Drainage Control 4.05.1, 4.05.2, 4.05.3; Siltation Structures 4.05.5, 4.05.6; Discharge <br />Structures 4.05.7, 4.05.10; Diversions 4.05.4; Effluent Limits 4.05.2; Ground Water Monitoring <br />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 North Fork of the Gunnison River was flowing at 1,330 cfs at the time of the inspection, <br />based on information available from the USGS Streamflow website (Photo 1). <br />• The sediment pond was holding water, to an elevation just below the primary spillway (Photo <br />2), which was closed. The water level in the pond appeared to be approximately equivalent <br />to the elevation of the adjacent river (Photo 3), indicating that infiltration from the river <br />rather than storm runoff may have been the source of the water in the pond. <br />• The treatment pond was full to its normal level (Photos 3 and 4), and brown -tinted water was <br />seeping from the lower parts of the landslide mass (Photo 5) <br />SLIDES and DAMAGE - Rule 4.12. <br />• The landslide over the former portal area did not show any signs of recent movement (Photo <br />6). <br />• At the top of the landslide were numerous fresh sandstone boulders which have broken away <br />from the sheer face above the slide mass (Photo 7). <br />Number of Partial Inspection this Fiscal Year: 8 <br />Number of Complete Inspections this Fiscal Year: 4 Page 2 of 7 <br />
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