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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 FORN <br />Water, Sediment, or Slurry Impoundments <br />INSPECTOR'S NAME: M' _ha ~ Al av>>>a DATE: 515,/29 ~, e <br />NPDES I.D. NO.: CO-0000221 D.P. 0 10 <br />FACILITY CONFIGURATION: Crone-Valle y Pond DATE LAST INSPECTION: D~/ 3/98 <br />SITE NAME: Pond 6`010 LOCATION: NW3+ NR'x. cec_ 8 TSN R87W <br />MINE NAME: Yoaet M:nQ(ceneca Coal C o) LOCATION: 8_G m~- eF. of Hayes, CO <br />MINE I.D. NO.: CMT.Rn Permit No_ C-9 4-082 OWNER'S REP.: Brad Brown, Gen 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 />Angle of elope: 3.75:1 upstream, 3.75:1 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 />"Boils" beneath stream or ponded water: <br />Cracks or ecarpe on treat: <br />Cracks or ecarpe 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: Annroximately <br />Increase Decrease in water level: No change <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. *Cracking or crushing of pipes <br />20. <br />Spillway pipes: <br />Decant system: <br />Trash racks clear and in place: <br />Yee <br />Yes o <br />Yes o <br />Yes o <br />Yes o <br />Yee No <br />Yes ©o <br />Yes <br />Yee <br />Yee ©o <br />Yee <br />Yee No <br />Yea <br />1510 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 />Yee ~ N/A <br />Yes No N A <br />Yee Qo <br />Yes No N/ <br />Yee 0° N/A <br />Yee <br />Yes No A <br />Yea No 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 />ee No N/A <br />~ in. N/A <br />ee No N/A <br />Yee No ®A <br />Total = 7.5:1 N/A <br />
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