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2012-05-21_HYDROLOGY - C2009087 (3)
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2012-05-21_HYDROLOGY - C2009087 (3)
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Entry Properties
Last modified
8/24/2016 4:57:56 PM
Creation date
5/25/2012 9:52:03 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C2009087
IBM Index Class Name
HYDROLOGY
Doc Date
5/21/2012
Doc Name
1st Quarter 2012 Sedimentation Pond Inspection
From
Peabody Sage Creek Mining, LLC
To
DRMS
Permit Index Doc Type
Sediment Pond Inspections
Email Name
JDM
DIH
Media Type
D
Archive
No
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INSPECTOR'S NAME: Dennis Jones <br />NPDES I.D. NO.: CO- 0048275 D.P. 003 <br />FACILITY CONFIGURATION: Diked Pond <br />SITE NAME: Northwest Impoundment #003 <br />MINE NAME: Peabody Sage Creek Mine <br />MINE I.D. NO.: CDRMS Permit No. C- 2009 -087 <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 />PERIODIC INSPECTION FORM <br />Water, Sediment, or Slurry Impoundments <br />DATE: `'9'- <br />DATE LAST INSPECTION: /0 l I <br />LOCATION: SE'% SW',, Sec. 27, T6N, R87W <br />LOCATION: 7.1 mi. SE of Hayden, CO <br />OWNER'S REP.: Mike Ludlow <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: 2:1 upstream, 3:1 downstream Total = 5:1 <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 freeboard: (normal = 4.9') <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 />Yes <br />12 in. <br />Yes <br />No <br />N/A <br />Yes o N/A <br />Yes No N/A <br />Yes No N/A <br />Yes N. N/A <br />Yes o N/A <br />Yes o N/A <br />Yes o N/A <br />Yes o N/A <br />Yes o N/A <br />Yes o N/A <br />Yes o N/A <br />Yes 1. N/A <br />41,9 feet <br />to 7 ci.`��,2 feet <br />Yes CD N/A <br />N/A <br />Spillway channels and pipes: Yes No N/A <br />Decant system: N/A <br />Diversion ditches: Yes 0 N/A <br />19. *Cracking or crushing of pipes <br />Spillway pipes: Yes T N/A <br />Decant system: N/A <br />20. Trash racks clear and in place: Yew No N/A <br />21. Discharge rate (gpm) <br />a3 <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. <br />
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