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2025-02-05_INSPECTION - C1981018 (5)
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2025-02-05_INSPECTION - C1981018 (5)
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Last modified
2/13/2025 9:56:29 AM
Creation date
2/13/2025 9:32:42 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981018
IBM Index Class Name
Inspection
Doc Date
2/5/2025
Doc Name
Inspection Report
From
DRMS
To
BME
Email Name
CCW
THM
Media Type
D
Archive
No
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January 28, 2025 C-1981-018/Deserado Mine TJ1 <br /> <br /> <br />Number of Partial Inspection this Fiscal Year: 6 <br />Number of Complete Inspections this Fiscal Year: 2 <br /> <br /> Page 2 of 10 <br /> <br /> <br />Inspection Topic Summary <br />NOTE: Y=Inspected N=Not Inspected R=Comments Noted V=Violation Issued NA=Not Applicable <br />N - Air Resource Protection <br />N - Availability of Records <br />N - Backfill & Grading <br />N - Excess Spoil and Dev. Waste <br />N - Explosives <br />N - Fish & Wildlife <br />R - Hydrologic Balance <br />Y - Gen. Compliance With Mine Plan <br />N - Other <br />R - Processing Waste <br /> <br />R - Roads <br />N - Reclamation Success <br />N - Revegetation <br />N - Subsidence <br />N - Slides and Other Damage <br />R - Support Facilities On-site <br />N - Signs and Markers <br />N - Support Facilities Not On-site <br />N - Special Categories Of Mining <br />R - Topsoil <br /> <br /> <br />COMMENTS <br /> <br />This was an aerial inspection of the Deserado Mine conducted on January 28, 2025. This inspection report was <br />written by Todd Jesse of the Division. The aerial photographs were taken by Brock Bowles of the Division. The <br />weather was clear, and the ground conditions were partially snow covered. <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 Structures 4.05.7, 4.05.10; <br />Diversions 4.05.4; Effluent Limits 4.05.2; Ground Water Monitoring 4.05.13; Surface Water Monitoring 4.05.13; <br />Drainage – Acid and Toxic Materials 4.05.8; Impoundments 4.05.6, 4.05.9; Stream Buffer Zones 4.05.18: <br /> There are three ponds located in the main facilities area: the DP-1 Pond, the PP-1 Pond and the PP-2 Pond. <br />The DP-1 pond was frozen at the time of inspection. The embankments appear stable with vegetative cover. There <br />were no erosional concerns identified. The PP-2 Pond was partially frozen. The embankment was stable with no <br />erosional features identified. The outlet structure was in good condition with no vegetation obscuring the outlet. <br />The PP-1 Pond is located on the middle bench of the facilities area. The pond was covered by processing plant <br />structures during the areal inspection. (Photo 1) <br />The B Seam Dewatering System No. 1 was active during the inspection. Cells were impounding water and the <br />lower cells were frozen and snow covered. Embankments of the cells were stable with no erosional featured noted. <br />The Last Chance Pond appears to be at the approximate level of the discharge. (Photo 2) <br />The B Seam Dewatering System No. 2 is located to the east of the Slot Storage. The system was inactive during <br />the inspection. The first cell was snow covered with no indications of water being present. The main cell was <br />holding water below the level of discharge. The water was frozen and snow covered. The embankments of the <br />pond were stable with no indications of erosion. (Photo 3) <br />Two ponds, SS-1 and SS-2, are located to the north of the Slot Storage facility. Both ponds appear dry at the time <br />of inspection. The embankments were partially snow covered, but appeared stable. There were no erosional <br />features identified. The outlets of the ponds were clear of debris. (Photo 4)
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