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2014-04-04_HYDROLOGY - C1980005
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2014-04-04_HYDROLOGY - C1980005
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Entry Properties
Last modified
8/24/2016 5:41:51 PM
Creation date
4/8/2014 9:27:10 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980005
IBM Index Class Name
Hydrology
Doc Date
4/4/2014
Doc Name
1st Quarter 2014 Sedimentation Pond Inspection
From
Seneca Coal Company
To
DRMS
Permit Index Doc Type
Sediment Pond Inspections
Email Name
JDM
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 DATE: 3/20/14 <br />NPDES I.D. NO.: CO- 0000221 D.P.008 <br />FACILITY CONFIGURATION: Cross Valley Pond DATE LAST INSPECTION: 11/8/13 <br />SITE NAME: Pond #008 LOCATION: SWY4NWV4, Sec. 7, T5N, R86W <br />MINE NAME: Seneca II Mine (Seneca Coal Company) LOCATION: 7.1 mi. SE of Hayden, CO <br />MINE I.D. NO.: CDRMS Permit No. C -80 -005 OWNER'S REP.: Roy Karo, Gen. Mgr <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 />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 <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: See below <br />*Erosion of toe: <br />*Water impounded against toe: <br />Existing embankment freeboard: (normal= 4.71) <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 place: <br />Discharge rate (gpm) <br />Total = <br />Yes <br />12 in. <br />Yes <br />No <br />6:1 <br />Yes <br />No <br />N/A <br />Yes <br />No <br />N/A <br />Yes <br />No <br />N/A <br />Yes <br />No <br />N/A <br />Yes <br />No <br />N/A <br />Yes <br />No <br />N/A <br />Yes <br />No <br />N/A <br />Yes <br />No <br />N/A <br />Yes <br />No <br />N/A <br />Yes <br />No <br />N/A <br />Yes <br />No <br />N/A <br />Yes <br />No <br />N/A <br />Yes <br />No <br />N/A <br />4_7 <br />feet <br />0_0 <br />feet <br />Yes <br />No <br />N/A <br />Yes <br />No <br />N/A <br />Yes <br />No <br />N/A <br />Yes <br />No <br />N/A <br />Yes <br />No <br />N/A <br />Yes <br />No <br />N/A <br />Yes <br />No <br />N/A <br />Yes <br />No <br />N/A <br />101.7 <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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