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2010-01-11_HYDROLOGY - C1980005 (4)
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2010-01-11_HYDROLOGY - C1980005 (4)
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Entry Properties
Last modified
8/24/2016 3:58:28 PM
Creation date
1/11/2010 8:48:26 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980005
IBM Index Class Name
HYDROLOGY
Doc Date
1/11/2010
Doc Name
4th Quarter 2009 Sedimentation Pond Inspection
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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<br />PERIODIC INSPECTION FORM <br />Water, Sediment, or Slurry Impoundments <br />INSPECTOR'S NAME: Dennis Jones <br />NPDES I.D. NO.: CO-0000221 D.P. 003 <br />FACILITY CONFIGURATION: Diked Pond <br />SITE NAME: Northwest Impoundment #003 <br />MINE NAME: Seneca II Mine (Seneca Coal Co) <br />MINE I.D. NO.: CMLRD Permit No. C-80-005 <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 />DATE : I D° 6 q- O 9 <br />DATE LAST INSPECTION: O ( 1 ' 0 C( <br />LOCATION: SEY4 SWl/, Sec. 27, T6N, R87W <br />LOCATION: 7.1 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: Yes <br />Lift thickness: 12 <br />Compaction according to approved plan: Yes <br />Burning (specify extent and location): No <br />Angle of slope: 2:1 upstream, 3:1 downstream Total = <br />*Seepage (specify location, color, and approximate volume) <br />From underdrain pipes: N/A <br />At isolated points on embankment slopes: Yes <br />At natural hillside: Yes <br />Over widespread areas: Yes <br />From downstream foundation area: Yes <br />"Boils" beneath stream or ponded water: Yes <br />Cracks or scarps on crest: Yes <br />Cracks or scarps on slope: Yes <br />Sloughing or bulging on slope: Yes <br />*Major erosion problems: Yes <br />Surface movements in valley bottom or on hillside: Yes <br />*Erosion of toe: Yes <br />*Water impounded against toe: Yes <br />Existing embankment freeboard: (normal = 4.91) -4.cf. <br />Increase Decrease in water level: G kn- -6, SL <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 />Yes <br />N/A <br />in. <br />5:1 <br />o N/A <br />No N/A <br />No N/A <br />No N/A <br />No N/A <br />No N/A <br />No N/A <br />No N/A <br />No N/A <br />No N/A <br />No N/A <br />N N/A <br />feet <br />feet <br />No N/A <br />Yes No N/A <br />N/A <br />Yes (NNp) N/A <br />Yes N/A <br />N/A <br />Yes No N/A <br />20 <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.
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