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2010-01-11_HYDROLOGY - C1994082 (3)
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2010-01-11_HYDROLOGY - C1994082 (3)
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Entry Properties
Last modified
8/24/2016 3:58:29 PM
Creation date
1/11/2010 8:48:30 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1994082
IBM Index Class Name
HYDROLOGY
Doc Date
1/11/2010
Doc Name
4th Quarter 2009 Sedimentation Pond Inspection Report
From
Seneca Coal Company
To
DRMS
Permit Index Doc Type
Sediment Pond Inspect
Email Name
DTM
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. 014 <br />FACILITY CONFIGURATION: <br />SITE NAME: Pond #014 <br />Cross-Valley Pond <br />MINE NAME: Yoast Mine(Seneca Coal Cc) <br />MINE I.D. NO.: CMLRD Permit No. C-94-082 <br />DATE : - V -1 <br />DATE LAST INSPECTION: (? - I'V <br />LOCATION: NEY4 SWV4,Sec. 19, TSN, 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 />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: <br />Compaction according to approved plan: <br />Burning (specify extent and location): <br />Angle of slope: 3.0:1 upstream, 3.5:1 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 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 = 5.01) <br />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 p ace: _ <br />Discharge rate (gpm) kn 11t1t <br />N/A <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />8.0 <br />Yes <br />N/A <br />No <br />No <br />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 />feet <br />feet <br />N/A <br />Yes N/A <br />N/A <br />N/A <br />Yes N/A <br />N/A <br /> No N/A <br />--?- <br />t' S c.Y?e?u q Q <br />*Major adverse changes in these items could cause instability and should be reported to <br />the Engineering Manager and Mine Superintendent for further evaluation. Adverse <br />conditions noted in these items should normally be described (extent, location, volume, <br />etc.) in the space on the back of this sheet. <br />Yes <br />in. <br />Total = 6.5:1 <br />_ Yes <br />No
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