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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 />Stockponds or Sumps <br />INSPECTOR'S NAME: Boy Karo <br />FACILITY CONFIGURATION: Stocknond <br />SITE NAME: T-31 <br />MINE NAME: Seneca TT <br />MINE I.D. NO.: _.C-80-005 <br />DATE: 12/22/97 <br />DATE LAST INSPECTION: ~0 _/24/97 <br />LOCATION: NE11NW3~, Sec 1 T5N R87W <br />LOCATION: 7.t m, cF of Hayden, CO <br />OWNER'S REP.: Brad Brown. Gen Mq~ <br />1. Angle of elope: upstream, downstream Total = <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 elopes: <br />At natural hillside: _ <br />Over widespread areas: <br />From downstream foundation area: <br />"Boils" beneath stream or ponded water: <br />Cracks or ecarpe on crest: <br />Cracks or ecarpe 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 />Yes <br />Yee No <br />Yea <br />YBB ©O <br />Yee <br />Yes <br />Yea <br />Yes ~~°~ <br />Yee /no/ <br />Yes® <br />Yee ([vo <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 />N/A <br />feet <br />Yes ~ N/A <br />Yee No N/A <br />Yee ~ N/A <br />Yes 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 />
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