2013-02-01_HYDROLOGY - C1994082 ‎(2)‎

• Permit No: C1994082
• IBM Index Class Name: HYDROLOGY
• Doc Date: 2/1/2013
• Doc Name: 4th Quarter 2012 Sedimentation Pond Inspection Report
• From: Seneca Coal Company
• To: DRMS
• Permit Index Doc Type: Sediment Pond Inspections
• Email Name: JLE
• Email Name: SB1
• Media Type: D
• Archive: No

INSPECTOR'S NAME: Dennis Jones
NPDES I.D. NO.: N/A
FACILITY CONFIGURATION: Cross - Valley Pond
SITE NAME: Pond #012A
MINE NAME: Yoast Mine(Seneca Coal Co)
MINE I.D. NO.: CMLRD Permit No. C -94 -082
PERIODIC INSPECTION FORM
Water, Sediment, or Slurry Impoundments
DATE: /1 1 Z
Circle or write in appropriate response
DATE LAST INSPECTION: 9 - ( 9 - 1 2 -
LOCATION: NE',, NEl /,,Sec. 19, TSN, R87W
LOCATION: 8.5 mi. SE of Hayden, CO
OWNER'S REP.: Roy Karo, Gen Mgr
1. Foundation preparation (removal of vegetation, stumps, topsoil: Yes
2. Lift thickness:
3. Compaction according to approved plan:
4. Burning (specify extent and location):
5. Angle of slope: upstream,
6. *Seepage (specify location, color, and approximate volume)
From underdrain pipes: Yes I. N/A
At isolated points on embankment slopes: Yes N/A
At natural hillside: Yes . N/A
Over widespread areas: Yes • N/A
From downstream foundation area: see below Ye No N/A
"Boils" beneath stream or ponded water: Yes o N/A
7. Cracks or scarps on crest: Yes No N/A
8. Cracks or scarps on slope: Yes No N/A
9. Sloughing or bulging on slope: Yes No N/A
10. *Major erosion problems: Yes No N/A
11. Surface movements in valley bottom or on hillside: Yes No N/A
12. *Erosion of toe: Yes No N/A
13. *Water impounded against toe: Yes No N/A
14. Existing embankment freeboard: (4.6' when full) 6.1.S feet
15. V Increase Decrease in water level: a• S feet
16. Cracks, bulging, or erosion on upstream face: Yes ® N/A
17. Visible sumps or sinkholes in slurry surface: N/A
18. *Clogging
Spillway channels and pipes: Yes N/A
Decant system: N/A
Diversion ditches: N/A
19. *Cracking or crushing of pipes
Spillway pipes: Yes 6) N/A
Decant system: N/A
20. Trash racks clear and in place: No N/A
21. Discharge rate (gpm) W -L _Q t ss { t -4 10010•J CJCcScL�be 0
Yes
No
downstream Total =
*Major adverse changes in these items could cause instability and should be reported to
the Engineering Manager and Mine Superintendent for further evaluation. Adverse
conditions noted in these items should normally be described (extent, location, volume,
etc.) in the space on the back of this sheet.
6. Spoil spring at north end of dam toe, appears to not causing a problem.
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