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2013-05-14_HYDROLOGY - C2009087 (3)
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2013-05-14_HYDROLOGY - C2009087 (3)
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Entry Properties
Last modified
8/24/2016 5:20:26 PM
Creation date
5/15/2013 9:33:38 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C2009087
IBM Index Class Name
HYDROLOGY
Doc Date
5/14/2013
Doc Name
1st Quarter 2013 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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PERIODIC INSPECTION FORM <br />Water, Sediment, or Slurry Impoundments <br />INSPECTOR'S NAME: Dennis Jones DATE: -- <br />NPDES I.D. NO.: CO- 0048275 D.P. 004 <br />FACILITY CONFIGURATION: Cross - Valley Pond <br />SITE NAME: South Section 12 Pond #004 <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 />19. <br />20. <br />21. <br />DATE LAST INSPECTION: le) Z2 \ l Z- <br />LOCATION: SWV4 SEV44, Sec. 12, TSN, R87W <br />LOCATION: 7.1 mi. SE of Hayden, CO <br />OWNER'S REP.: Ed Brady <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: 5:1 upstream, 2:1 downstream Total = <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 = 4.81) <br />Increase Decrease in water level: txj cI�L, <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: Inoperable <br />Diversion ditches: <br />*Cracking or crushing of pipes <br />Spillway pipes: <br />Decant system: Inoperable <br />Trash racks clear and in place: <br />Discharge rate (gpm) <br />N/A <br />7:1 <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 />6 <br />feet <br />ff eae t <br />Yes <br />c, No ) <br />N/A <br />N/A <br />Yes �1 N/A <br />VeR Neon <br />Yes No N/A <br />Yes (No) N/A <br />Yes No N/A <br />[5 <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 />C, <br />LA- <br />
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