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HYDRO30163
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HYDRO30163
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Entry Properties
Last modified
8/24/2016 8:48:57 PM
Creation date
11/21/2007 12:01:08 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1994082
IBM Index Class Name
Hydrology
Doc Date
3/9/2000
Doc Name
4th Qtr 1999 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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<br />PERIODIC INSPECTION FORM <br />Water, Sediment, or Slurry Impoundments <br />INSPECTOR'S NAME: Mi ha ~ Al av'1 a DATE: 12/30/99 <br />NPDES I.D. NO.: CO-0000221 ^_P_ 0 10 <br />FACILITY CONFIGURATION: Cross-Valle y Pond DATE LAST INSPECTION: 09/22/99 <br />SITE NAME: Pond X010 LOCATION: NW3r NEiy Sec. S TSN R87W <br />MINE NAME: Yoae M+ne(c n a .oal - oi LOCATION: 8.5 mi. SF of Ha_y~n, cO <br />MINE I.D. NO.: CMr.Rn P m+ No. -Q 4-08 OWNER'S REP.: Brad Brown Cen Mgr <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 />Foundation preparation (removal of vegetation, stumps, topsoil: <br />Lift thickness: <br />Compaction according to approved plan: <br />Burning (specify extent and location): <br />Anqle of slope: 3.75:1 upstream, "±_75:1 downstream <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 />"BOile" beneath stream or ponded water: <br />Cracks or scarps on crest: <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 />*Eroeion of toe: <br />*Water impounded against toe: <br />Existing embankment freeboard: A~oroximately <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 />19 <br />*Cracking or crushing of pipes <br />Spillway pipes: <br />Decant system: <br />20 <br />Trash racks clear and in place: <br />Yee o <br />Yee o <br />Ye9 <br />Yee <br />Yes <br />Yee <br />Yes o <br />Yee o <br />Yee o <br />Yee o <br />Yee ©o <br />Yee o <br />Yea No <br />9.9 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 />N/R <br />N/A <br />N/A <br />N/A <br />D.1 feet <br />Yes N® N A <br />Yes No N/A <br />Yea ® N/A <br />Yes No <br />Yes No <br />Yes 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 />es No <br />in <br />es No <br />Yee No <br />Total = 7.5:1 <br />
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