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2013-10-01_HYDROLOGY - C1994082
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2013-10-01_HYDROLOGY - C1994082
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Entry Properties
Last modified
8/24/2016 5:31:48 PM
Creation date
10/1/2013 10:31:02 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1994082
IBM Index Class Name
HYDROLOGY
Doc Date
10/1/2013
Doc Name
3rd Quarter 2013 Sedimentation Pond Inspection Report
From
Seneca Coal Company
To
DRMS
Permit Index Doc Type
Sediment Pond Inspections
Email Name
JHB
DIH
Media Type
D
Archive
No
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PERIODIC INSPECTION FORM <br />Water, Sediment, or Slurry Impoundments <br />INSPECTOR'S NAME: Chris Miller <br />NPDES I.D. NO.: CO- 0000221 D.P. 010 <br />FACILITY CONFIGURATION: <br />SITE NAME: Pond #010 <br />MINE NAME: Yoast Mine(Seneca Coal Co) <br />MINE I.D. NO.: CMLRD Permit No. C -94 -082 <br />Cross - Valley Pond <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />8. <br />9. <br />10. <br />11. <br />12. <br />13. <br />14. <br />15. <br />16. <br />17. <br />18. <br />WN <br />20. <br />21. <br />DATE: 9 -3-13 <br />DATE LAST INSPECTION: 6 -3 -13 <br />LOCATION: NWT NEB, Sec. 8, T5N, R87W <br />LOCATION: 8.5 mi. SE of Hayden, CO <br />OWNER'S REP.: Roy Karo, Gen Mgr <br />Circle or write in appropriate response <br />Foundation preparation (removal of vegetation, stumps, topsoil: <br />Lift thickness: <br />Compaction according to approved plan: <br />Burning (specify extent and location): <br />Angle of slope: 3.75:1 upstream, 3.75:1 downstream <br />*Seepage (specify location, color, and approximate volume) <br />From underdrain pipes: <br />At isolated points on embankment slopes: <br />At natural hillside <br />Over widespread areas: <br />From downstream foundation area: <br />"Boils" beneath stream or ponded <br />water: <br />Cracks or scarps on crest: <br />Cracks or scarps on slope: <br />Sloughing or bulging on slope: <br />*Major erosion problems: <br />Surface movements in valley bottom or on hillside: <br />*Erosion of toe: <br />*Water impounded against toe: <br />Existing embankment freeboard: (normal = 10.0') <br />X Increase Decrease in water level: <br />Cracks, bulging, or erosion on upstream face <br />Visible sumps or sinkholes in slurry surface: <br />*Clogging <br />Spillway channels and pipes: <br />Decant system: <br />Diversion ditches: <br />*Cracking or crushing of pipes <br />Spillway pipes: <br />Decant system: <br />Trash racks clear and in place: <br />Discharge rate (gpm) <br />Total = <br />Yes <br />8 in. <br />Yes <br />No <br />7.5.1 <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />10.0 feet <br />0.1 feet <br />Yes No <br />Yes No <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />8 <br />*Major adverse changes in these items could cause instability and should be reported <br />to the Engineering Manager and Mine Superintendent for further evaluation. Adverse <br />conditions noted in these items should normally be described (extent, location, <br />volume, etc.) in the space on the back of this sheet. <br />
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