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2011-07-28_HYDROLOGY - C2009087
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2011-07-28_HYDROLOGY - C2009087
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Entry Properties
Last modified
8/24/2016 4:36:08 PM
Creation date
7/28/2011 1:17:47 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C2009087
IBM Index Class Name
HYDROLOGY
Doc Date
7/28/2011
Doc Name
2nd Quarter 2011 Quarterly Sedimentation Pond Inspection
From
Peabody Sage Creek Mining, LLC
To
DRMS
Permit Index Doc Type
Sediment Pond Inspections
Email Name
JDM
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: 4; <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 />DATE LAST INSPECTION: <br />Circle or write in appropriate response <br />LOCATION: SW'% SE %, Sec. 12, T5N, R87W <br />LOCATION: 7.1 mi. SE of Hayden, CO <br />OWNER'S REP.: Mike Ludlow <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: 5:1 upstream, 2:1 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: SEe 3Qlo0 <br />"Boils" beneath stream or ponded water: <br />7. Cracks or scarps on crest: <br />8. Cracks or scarps on slope: <br />9. Sloughing or bulging on slope: <br />10. *Major erosion problems: <br />11. Surface movements in valley bottom or on hillside: <br />12. *Erosion of toe: <br />13. *Water impounded against toe: <br />14. Existing embankment freeboard: (normal = 4.8') <br />15. Increase Decrease in water level: <br />16. Cracks, bulging, or erosion on upstream face: <br />17. Visible sumps or sinkholes in slurry surface: <br />18. *Clogging <br />Spillway channels and pipes: <br />Decant system: Inoperable <br />Diversion ditches: <br />19. *Cracking or crushing of pipes <br />Spillway pipes: <br />Decant system: Inoperable <br />20. Trash racks clear and in place: <br />21. Discharge rate (gpm) <br />G (tc55j � c-r- . 'L -c2CD1/4) 5 w <br />cJLf2 sp:llcoGt (_ , <br />c;iaok <br />Yes <br />12 <br />Yes <br />No <br />Total = 7:1 <br />N/A <br />Yes <br />Yes <br />Yes <br />No <br />No <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Li. g feet <br />feet <br />Yes ® 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 />N/A <br />Yes 5 N/A <br />Yes No— N/n <br />Yes N/A <br />Yes N/A <br />Ycs No N/A <br />es No N/A <br />i-' <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 />; lit-0A-dcl JrL-t-Q <br />ko d le..r p 0 �. <br />
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