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HYDRO26581
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HYDRO26581
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Entry Properties
Last modified
8/24/2016 8:46:03 PM
Creation date
11/20/2007 6:51:58 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1994082
IBM Index Class Name
Hydrology
Doc Date
7/17/1998
Doc Name
2nd Qtr 1998 Sediment Pond 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 />Water, Sediment, or Slurry Impoundments <br />INSPECTOR'S NAME: Michael Altavilla DATE: 06~29~98 <br />NPDES I.D. NO.: CO-0000221 D.P. 0 11 <br />FACILITY CONFIGURATION: Crnae-Valle y Pond DATE LAST INSPECTION: 03/23/98 <br />SITE NAME: Pond #011 LOCATION: NA:3, SW3t a~15 TSN R87W <br />MINE NAME: Yoa=mot Mi ~,(~ n a -oa7 - o) LOCATION: 8.5 mi. SE of Hayden CO <br />MINE I.D. NO.: c t. n pe m, No. C-4 4-08 OWNER'S REP.: Brad Brown ~ Gan Mgr <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />6. <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: <br />Lift thickness: <br />Compaction according to approved plan: <br />Burning (specify extent and location): <br />Angle of elope: 3.0:1 upstream, 2.8:1 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: <br />"Boils" beneath stream or ponded water: <br />Cracks or scarps on crest: <br />Cracks or scarps on elope: <br />Sloughing or bulging on slope: <br />*Major erosion problems: <br />Surface movements in valley bottom or on hillside: <br />*Eroaion of toe: <br />*Water impounded against toe: _ <br />Existing embankment freeboard: <br />~_ Increase 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 />ee No <br />~_ in. <br />ea No <br />Yes No <br />Total = 5_..8_:1 <br />Yea N <br />Yes No <br />Yee o <br />Yee o <br />Yee N <br />Yea o <br />Yee No <br />Yes No <br />Yee o <br />Yee No <br />Yee No <br />Yea <br />Yes <br />s.2 feet <br />1D.3 feet <br />Yes <br />Yes No <br />N/A <br />N/A <br />N/A <br />/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 />Yee ®° N/A <br />Yes No C~~A <br />Yea No ~7UY mil' <br />Yee 0° N A <br />Yes No <br />Yea No <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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