2008-05-30_HYDROLOGY - C1980005 ‎(2)‎

• Permit No: C1980005
• IBM Index Class Name: HYDROLOGY
• Doc Date: 5/30/2008
• Doc Name: 1st Quarter 2008 Sedimentation Pond
• From: Seneca Coal Company
• To: DRMS
• Permit Index Doc Type: Sediment Pond Inspect
• Email Name: DTM
• Media Type: D
• Archive: No

PERIODIC INSPECTION FORM
Water, Sediment, or Slurry Impoundments
INSPECTOR'S NAME: Dennis Jones DATE: I+
NPDES I.D. NO.: CO-0000221 D.P. 003
FACILITY CONFIGURATION: Diked Pond
SITE NAME: Northwest Impoundment #003
MINE NAME: Seneca II Mine (Seneca Coal Cc)
MINE I.D. NO.: CMLRD Permit No. C-80-005
DATE LAST INSPECTION: 0 - -
LOCATION: SEV/ SWV/, Sec. 27, T6N, R87W
LOCATION: 7.1 mi. SE of Hayden, CO
OWNER'S REP.: GreQa Kitchen, Gen Mar
Circle or write in anvronriate resvonse
1. Foundation preparation (removal of vegetation, stumps, topsoil: - Yes
2. Lift thickness: 12 in.
3. Compaction according to approved plan: Yes
4. Burning (specify extent and location): No
5. Angle of slope: 2:1 upstream, 3:1 downstream Total = 5:1
6. *Seepage (specify location, color, and approximate volume)
From underdrain pipes: N A
At isolated points on embankment slopes: Yes No N/A
At natural hillside: Yes No N/A
Over widespread areas: Yes No N/A
From downstream foundation area: Yes No N/A
"Boils" beneath stream or ponded water: Yes No N/A
7. Cracks or scarps on crest: Yes o 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: e? N/A
14. Existing embankment freeboard: normal = 4.9' feet
15. Increase Decrease in water level: O c caM feet
16. Cracks, bulging, or erosion on upstream face: Yes Q N/A
17. Visible sumps or sinkholes in slurry surface: N/A
18. *Clogging
Spillway channels and pipes: Yes o N/A
Decant system: N/A
Diversion ditches: Yes o N/A
19. *Cracking or crushing of pipes
Spillway pipes: Yes (?D N/A
Decant system: N/A
20. Trash racks clear and in place: es No N/A
21. Discharge rate (gpm) - 2 3
*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.
ed - 3 ?J 's k 6 L,) o X", ? LA 0 LA- L-- Cz