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2008-10-24_HYDROLOGY - C1994082
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2008-10-24_HYDROLOGY - C1994082
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Entry Properties
Last modified
8/24/2016 3:37:24 PM
Creation date
10/24/2008 2:54:35 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1994082
IBM Index Class Name
HYDROLOGY
Doc Date
10/24/2008
Doc Name
3rd Quarter 2008 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 DATE: Q y'd -0 <br />NPDES I.D. NO.: CO-0000221 D.P. 011 / Z _O Q <br />FACILITY CONFIGURATION: Cross-Valley Pond DATE LAST INSPECTION: o ^f V <br />SITE NAME: Pond #011 LOCATION: NEV4 SW1/a,Sec. 16, TSN, R87W <br />MINE NAME: Yoast Mine(Seneca Coal Co) LOCATION: 8.5 mi. SE of Hayden, CO <br />MINE I.D. NO.: CMLRD Permit No. C-94-082 OWNER'S REP.: Gregg Kitchen, Gen Mar <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 />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, 2.8:1 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 fjreeboard: (normal = 5.11) <br />Increase ? Decrease in water level: <br />Yes <br />8 <br />Yes <br />No <br />Total <br />in. <br />5.8:1 <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes No <br />Yes N <br />feet <br />feet <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 />Cracks, bulging, or erosion on upstream face: Yes N/A <br />Visible sumps or sinkholes in slurry surface: N/A <br />*Clogging <br />Spillway channels and pipes: Yes No N/A <br />Decant system: N/A <br />Diversion ditches: N/A <br />*Cracking or crushing of pipes <br />Spillway pipes: Yes Q N/A <br />Decant system: N/A <br />20. Trash racks clear and in place: Yes No N/A <br />21. Discharge rate (gpm) l.., wJ,9-, I sc1.o'.%a 0- <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.
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