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HYDRO28422
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HYDRO28422
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Entry Properties
Last modified
8/24/2016 8:47:38 PM
Creation date
11/20/2007 9:23:53 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980005
IBM Index Class Name
Hydrology
Doc Date
1/30/1998
Doc Name
4th Qtr 1997 Inspections
From
SENECA COAL CO
To
DMG
Permit Index Doc Type
SEDIMENT POND INSPECTIONS
Media Type
D
Archive
No
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PERIODIC INSPECTION FORM <br />Stockpoads or Sumps <br />INSPECTOR'S NAME: Roy Karo DATE: 12~22~97 <br />FACILITY CONFIGURATION: Stocknond DATE LAST INSPECTION: 09~24~97 <br />SITE NAME: m-15 LOCATION: SF.'~rNW~ Sec 12 TSN R87W <br />MINE NAME: Seneca II LOCATION: 7.t m+ .cF of Hayes, co <br />MINE I.D. NO.: C-80-ODS OWNER'S REP.: Brad Brown. Gen Mar <br />i <br />1. Angle of elope: ~:~ upstream, 3:1 downstream Total = 6:1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />*Seepage (specify location, color, and approximate volume) <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 treat: <br />Cracks or scarps on slope: <br />Sloughing or bulging on elope: <br />*Major erosion problems: <br />Surface movements in valley bottom or on hillside: <br />8. *Eroeion of toe: <br />9. *Water impounded against downstream toe: <br />10. Existing embankment freeboard: Approximately <br />11. Increase Decrease in water level: No change <br />12. Cracks, bulging, or erosion on upstream face: <br />13 <br />14 <br />Spillway erosion: <br />*Clogging <br />Spillway channels: <br />Diversion ditches: <br />Yes <br />Yee ~Io <br />Yee o <br />Yea N <br />Yea <br />Yes <br />Yes <br />Yes <br />Yes <br />Yee <br />Yee <br />Yea ~ N~ <br />~_ feet <br />feet <br />Yea <br />Yee <br />Yes <br />Yee o <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 />N~A <br />N~A <br />N~A <br />N~A <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 apace on the back of thin sheet. <br />
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