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HYDRO25950
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HYDRO25950
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Entry Properties
Last modified
8/24/2016 8:45:31 PM
Creation date
11/20/2007 6:05:38 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980005
IBM Index Class Name
Hydrology
Doc Date
10/4/1993
Doc Name
3rd Qtr 1993 Inspections
From
PEABODY WESTERN
To
DMG
Permit Index Doc Type
SEDIMENT POND INSPECTIONS
Media Type
D
Archive
No
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Water, Sediment, or Slurry Impoundments <br />INSPECTOR'S NAME: Tom Wainwright DATE: 09/21/93 <br />NPDES I.D. NO.: CO-0000221 D.P. 008 <br />FACILITY CONFIGURATION: Cross-Valley Pond DATE LAST INSPECTION: 06/10/93 <br />SITE NAME: Pond X008 LOCATION: SW's NW1r, Sec. 7. T6N, R86W <br />MINE NAME: Seneca II Mine (Peabody Coal Co.) LOCATION: 7.1 mi. S of Hayden, CO <br />MINE I.D. NO.: CMLRD Permit No. C-005-80 OWNER'S REP.: Scott Williams, Supt. <br />Circle Or Write in appropriate re6pOIIee <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 />Foundation preparation (removal of vegetation, stumps, topsoil: ~ No N/A <br />Lift thickness: 12 in. N/A <br />Compaction according to approved plan: ~ No N/A <br />Burning (specify extent and location): Yee No <br />Angle of elope: 3.1 upstream, 3.1 downstream Total = 6.1 N/A <br />*Seepage (specify location, color, and approximate volume) <br />From underdrain pipes: <br />At isolated points on embankment elopes: <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 treat: <br />Cracks or scarps on elope: <br />Sloughing or bulging on elope: <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: <br />Increase X Decrease in water level: <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: <br />Diversion ditches: <br />*Cracking or crushing of pipes <br />Spillway pipes: <br />Decant system: <br />Trash racks clear and in place: <br />Yee No tf/7 <br />Yee o pip <br />o N/A <br />ee QQ~~ N/A <br />Yee Q9p7 N/A <br />Yes Q p~ N/A <br />Yee ~ N/A <br />Yee ~ N/A <br />Yee ~ N/A <br />Yee ~ N/A <br />Yee ~ N/A <br />Yee ~ N/A <br />Yee ® N/A <br />7.1 feet <br />0.1 feet <br />Yee ~ N/A <br />Yee No ~1/A~ <br />Yee ® N/A <br />Yee No <br />Yee No <br />Yee ® N/A <br />Yee No <br />es No N/A <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 <br />in these items should normally be described (extent, location, volume, etc.) in the apace on <br />the back of this sheet. <br />
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