_INSPECTION - C1981035 ‎(21)‎

• Permit No: C1981035
• IBM Index Class Name: Inspection
• Doc Name: Inspection Report
• Inspection Date: 11/29/2010
• Email Name: MLT
• Email Name: TAK
• Email Name: DIH
• Media Type: D
• Archive: No

November 29, 2010 C-1981-035/King Coal Mine MLT
Inspection Topic Summary
NOTE: Y=Inspected N=Not Inspected R=Comments Noted V=Violation Issued NA=Not Applicable
N -Air Resource Protection R -Roads
N -Availability of Records N -Reclamation Success
R -Backfill &Grading N -Revegetation
R -Excess Spoil and Dev.Waste N - Subsidence
N -Explosives N - Slides and Other Damage
N -Fish &Wildlife R - Support Facilities On-site
R -Hydrologic Balance R - Signs and Markers
N -Gen. Compliance With Mine Plan N - Support Facilities Not On-site
N -Other N - Special Categories Of Mining
N -Processing Waste N -Topsoil
COMMENTS
BACKFILL and GRADING—Rule 4.14 -Contemporaneous Reclamation 4.14.1;Approximate Original
Contour 4.14.2; Highwall Elimination 4.14.1(2)(f); Steep Slopes 4.14.2, 4.27;Handling of Acid and
Toxic Materials 4.14.3; Stabilization of Rills and Gullies 4.14.6:
• The portals at King I have been backfilled since the previous inspection, and the screening frame has
been demolished(Photo 1).
EXCESS SPOIL and DEVELOPMENT WASTE—Rule 4.09 -Placement; Drainage Control; Surface
Stabilization:
• Development waste generated from the King II mine has been stockpiled at King I for use in future
backfilling operations (Photo 2).
HYDROLOGIC BALANCE -Rule 4.05 -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; Diversions 4.05.4; Effluent Limits 4.05.2; Ground
Water Monitoring 4.05.13; Surface Water Monitoring 4.05.13; Drainage —Acid and Toxic Materials
4.05.8; Impoundments 4.05.6, 4.05.9; Stream Buffer Zones 4.05.18:
• During the previous inspection(October 6-7, 2010), an accumulation of sediment was observed at the
outlet end of the 24"culvert(C-7)that carries flow into the northeast corner of the King 11
sedimentation pond. Similar conditions were also noted at the twin 24"culverts (C-3)that are the
primary and emergency spillways for the King II pond. The outlet ends of all three of these culverts
had been cleaned prior to this inspection, and the downstream ditches had been graded and enlarged
to allow easy access by a skid-steer for ease of maintenance in the future. (Photos 3, 4 and 5).
ROADS —Rule 4.03 -Construction 4.03.l(3)/4.03.2(3); Drainage 4.03.l(4)/4.03.2(4); Surfacing and
Maintenance 4.03.1(5) and(6)/4.03.2(5) and(6); Reclamation 4.03.l(7)/4.03.2(7):
• The area had received a light snowfall the day and night prior to this inspection. The ground was
covered with approximately 4 inches of snow. Roads within the permit area had been plowed, and
were snow-packed.
SUPPORT FACILITIES -Rule 4.04:
Number of Partial Inspection this Fiscal Year: 3
Number of Complete Inspections this Fiscal Year: 2 Page 2 of 8