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2010-07-28_HYDROLOGY - C1982057
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2010-07-28_HYDROLOGY - C1982057
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Entry Properties
Last modified
8/24/2016 4:16:53 PM
Creation date
7/28/2010 3:24:02 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
HYDROLOGY
Doc Date
7/28/2010
Doc Name
2nd Quarter 2010 Sedimentation Pond Inspection
From
Seneca Coal Company
To
DRMS
Permit Index Doc Type
Sediment Pond Inspect
Email Name
DTM
SB1
Media Type
D
Archive
No
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PERIODIC INSPECTION FORM <br />Water, Sediment, or Slurry Impoundments <br />INSPECTOR'S NAME: Dennis Jones <br />NPDES I.D. NO.: CO-0000221 D.P. 005 <br />FACILITY CONFIGURATION: Cross-Valley Pond <br />SITE NAME: Pond #005 <br />MINE NAME: Seneca II-W Mine (Seneca Coal Co <br />MINE I.D. NO.: CMLRD Permit No. C-82-057 <br />DATE: G-`l' t O <br />DATE LAST INSPECTION: 3 -Jq -J <br />LOCATION: NWl/, SWV4, Sec. 10, TSN, R88W <br />LOCATION: 8 mi. S of Hayden, CO <br />OWNER'S REP.: Roy Karo, Gen Mgr <br />Circle or write in appropriate response <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 />19 <br />20. <br />21. <br />Foundation preparation (removal of vegetation, stumps, topsoil: <br />Lift thickness: Yes <br />12 <br />in. <br />Compaction according to approved plan: Yes <br />Burning (specify extent and location): No <br />Angle of slope: 3.5:1 upstream, 2.5:1 downstream Total = 6:1 <br />*Seepage (specify location, color, and a proximate volume) <br />From underdrain pipes: aY.. lGcA h 1M : es No N/A <br />At isolated points on embankmen slopes: Yes o N/A <br />At natural hillside: Yes No N/A <br />Over widespread areas: Yes No N/A <br />From downstream foundation area: Yes No N/A <br />"Boils" beneath stream or ponded water: Yes No N/A <br />Cracks or scarps on crest: Yes No N/A <br />Cracks or scarps on slope: Yes No N/A <br />Sloughing or bulging on slope: Yes No N/A <br />*Major erosion problems: Yes No N/A <br />Surface movements in valley bottom or on hillside: Yes No N/A <br />*Erosion of toe: Yes N N/A <br />*Water impounded against toe: Yes N/A <br />Existing embankment freeboard: (normal = 7.41) feet <br />Increase Decrease in water level: feet <br />Cracks, bulging, or erosion on upstream face: Yes 2o5 N/A <br />Visible sumps or sinkholes in slurry surface: N/A <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 />Yes 0 N/A <br />Yes No N- <br />N/A <br />Yes ® N/A <br />YNQ N/A <br />es No N/A <br />*Major adverse changes in these items could cause instability and should be reported to the <br />Engineering Manager and Mine Superintendent for further evaluation. Adverse conditions noted in <br />these items should normally be described (extent, location, volume, etc.) in the space on the <br />back of this sheet. <br />rable <br />Inoperable
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