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2013-07-09_HYDROLOGY - C1982057 (2)
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2013-07-09_HYDROLOGY - C1982057 (2)
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Entry Properties
Last modified
8/24/2016 5:22:18 PM
Creation date
7/9/2013 1:31:02 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
HYDROLOGY
Doc Date
7/9/2013
Doc Name
2nd Quarter 2013 Quarterly Sedimentation Pond Inpspection Report
From
Seneca Coal Company
To
DRMS
Permit Index Doc Type
Sediment Pond Inspections
Email Name
JLE
SB1
Media Type
D
Archive
No
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PERIODIC INSPECTION FORM <br />Water, Sediment, or Slurry Impoundments <br />INSPECTOR'S NAME: Chris Miller <br />NPDES I.D. NO.: CO- 0000221 D.P. 006 <br />FACILITY CONFIGURATION: Cross - Valley Pond <br />SITE NAME: Pond #006 <br />MINE NAME: Seneca II -W Mine (Seneca Coal Co) <br />MINE I.D. NO.: CMLRD Permit No. C -82 -057 <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />8. <br />9. <br />10. <br />ll. <br />12. <br />13. <br />14. <br />15. <br />16. <br />17. <br />18. <br />19. <br />20 <br />21 <br />DATE: 6 -10-13 <br />DATE LAST INSPECTION: 10 -20 -12 <br />LOCATION: NWT NW'-4, Sec. 22, T5N, 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 />Foundation preparation (removal of vegetation, stumps, <br />Lift thickness: <br />Compaction according to approved plan: <br />Burning (specify extent and location): <br />Angle of slope: 3.5:1 upstream, 2.5:1 downstream Total = <br />*Seepage (specify location, color, and approximate volume) <br />topsoil: <br />From underdrain pipes: <br />No <br />At isolated points on embankment <br />slopes: <br />At natural hillside: <br />N/A <br />Over widespread areas: <br />No <br />From downstream foundation area: <br />(see below) <br />"Boils" beneath stream or ponded <br />water: <br />Cracks or scarps on crest: <br />No <br />Cracks or scarps on slope: <br />Yes <br />Sloughing or bulging on slope: <br />N/A <br />*Major erosion problems: <br />No <br />Surface movements in valley bottom or <br />on hillside: <br />*Erosion of toe: <br />N/A <br />*Water impounded against toe: <br />No <br />Existing embankment freeboard: <br />(normal = 7.51) <br />Increase Decrease in water <br />level: no change <br />Cracks, bulging, or erosion on upstream <br />face: <br />Visible sumps or sinkholes in slurry surface: <br />Yes <br />*Clogging <br />N/A <br />Spillway channels and pipes: <br />No <br />Decant system: <br />7.5 <br />Diversion ditches: <br />*Cracking or crushing of pipes <br />feet <br />Spillway pipes: <br />Yes <br />Decant system: <br />N/A <br />Trash racks clear and in place: <br />No <br />Discharge rate (gpm) <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 />7.5 <br />feet <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 />22 <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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