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2014-04-03_HYDROLOGY - C1982057
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2014-04-03_HYDROLOGY - C1982057
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Entry Properties
Last modified
8/24/2016 5:41:49 PM
Creation date
4/10/2014 1:37:03 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
Hydrology
Doc Date
4/3/2014
Doc Name
1st Quarter 2014 Sedimentation Inspection Reports (emailed)
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 <br />INSPECTION FORM <br />Water, Sediment, <br />or Slurry Impoundments <br />INSPECTOR'S NAME: Chris Miller <br />DATE: <br />NPDES I.D. NO.: CO- 0000221 D.P. 016 <br />_3/20/14 <br />FACILITY CONFIGURATION: Cross- Valley Pond <br />DATE LAST INSPECTION: <br />11/7/13 <br />SITE NAME: Pond #016 <br />LOCATION: NEU SEY4, Sec. <br />27, <br />TSN, R88W <br />MINE NAME: Seneca II -W Mine (Seneca Coal Cc) <br />LOCATION: 8 mi. S of Hayden, <br />CO <br />MINE I.D. NO.: CMLRD Permit No. C -82 -057 <br />OWNER'S REP.: Roy Karo, <br />Gen <br />Mqr <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 />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: 3:1 upstream, 3:1 downstream Total = <br />*Seepage (specify location, color, and approximate volume) <br />From underdrain pipes: <br />At isolated points on embankment slopes: <br />At natural hillside: see below <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: <br />Increase Decrease <br />Cracks, bulging, or erosion on <br />Visible sumps or sinkholes in <br />*Clogging <br />Spillway channels <br />Decant system: _ <br />Diversion ditches: <br />*Cracking or crushing of <br />Spillway pipes: <br />Decant system: <br />Trash racks clear and in <br />Discharge rate (gpm) <br />see below <br />(normal = 6.81) <br />in water level: no change <br />upstream face: <br />slurry surface: <br />and pipes: <br />pipes <br />place: <br />Yes <br />12 <br />Yes <br />No <br />6.1 <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 />Yes <br />6.8 <br />0 <br />Yes <br />in. <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />feet <br />feet <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 />N/A <br />N/A <br />Yes No N/A <br />N/A <br />Yes No N/A <br />Yes No N/A <br />20.6 <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 <br />noted in these items should normally be described (extent, location, volume, etc.) in the <br />space on the back of this sheet. <br />
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