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HYDRO23132
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HYDRO23132
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Entry Properties
Last modified
8/24/2016 8:43:46 PM
Creation date
11/20/2007 3:32:40 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980005
IBM Index Class Name
Hydrology
Doc Date
4/6/1998
Doc Name
1st Qtr 1998 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 FORK <br />Stockponds or sumps <br />INSPECTOR'S NAME: Roy Karo <br />FACILITY CONFIGURATION: Stoc pond <br />SITE NAME: T-10 <br />MINE NAME: s n -a 77 <br />MINE I.D. NO.: C-80-005 <br />DATE: 03 13/98 <br />DATE LAST INSPECTION: x/72/97 <br />LOCATION: NF3,aW3~ sPC ~ 7 m5N R87w <br />LOCATION: 7.1 m+ cF. of Hayd ~, CO <br />OWNER'S REP.: Brad Brown. Gen Mgr <br />1. Angle of elope: ~:~ upstream, 3:1 downstream <br />2. *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 />"BOile" beneath stream or ponded water: <br />3. Cracks or scarps on treat: <br />4. Cracks or scarps on elope: <br />5. <br />6. <br />7 <br />Sloughing or bulging on elope: <br />*Major erosion problems: <br />Surface movements in valley bottom or on hillside: <br />8. *Eroaion of toe: <br />9. *Water impounded against downstream toe: <br />10. Existing embankment freeboard: Ann ox'ma y <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 />Yea <br />Yea <br />Yea o <br />Yes ~Io <br />Yes <br />Yee `C~' <br />Yes ~Io <br />Yee N <br />Yes N~ <br />Yes N~ <br />YBB <br />Yee ~lo, <br />_2_ fZ ~s/it <br />feet <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 />Ye9 i~o N/A <br />Yee ~ N/A <br />Yes N/A <br />~ <br />Yee o 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 this sheet. <br />Total = 5:1 N/A <br />
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