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HYDRO28264
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HYDRO28264
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Entry Properties
Last modified
8/24/2016 8:47:31 PM
Creation date
11/20/2007 9:12:23 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980005
IBM Index Class Name
Hydrology
Doc Date
1/7/2002
Doc Name
4th Quarter 2001 Stockpond 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: Roy Karo DATE: 12/20/2001 <br />FACILITY CONFIGURATION: Stockpond DATE LAST INSPECTION: 8/17/2001 <br />SITE NAME: T-3 LOCATION: NE`,Q~IE~/„ Sec il, TS N, R87W <br />MINE NAME: Seneca II LOCATION: 7.1 mi SE of Hayden, CO <br />MINE I.D. NO.: C-80-005 OWNER'S REP.: Gregg Kitchen Gen. Mgr. <br />Circle or write in appropriate response <br />1. Angle of slope: 4:1 upstream, 4:1 downstream Total = 8:1 N/A <br />2 <br />*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 />3 <br />4 <br />5 <br />6 <br />7 <br />"Boils" beneath stream or ponded water: <br />Cracks or scarps on crest: <br />Cracks or scarps on slope: <br />Sloughing or bulging on slope: <br />*Major erosion problems: <br />Surface movements in valley bottom or on hillside: <br />8. *Erosion 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 />Yes ~1 N/A <br />Yes~~ff11 /N <br />Yes i1Nd N/A <br />Yes V® N/A <br />Yes ~ N/A <br />Yes ~ N/A <br />Yes ~ N/A <br />Yes I~ N/A <br />Yes ~,./(~ N/A <br />Yes Ipv!'1~ N/A <br />Yes NO N/A <br />Yes V~l~ N/A <br />9 . 0 fY ~evve t <br />feet <br /> <br /> N/A <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Yes ~ N/A <br />Yes MI N/A <br />Yes ~ N/A <br />Yes ~ 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 space on the back of this sheet. <br />Spillway erosion: <br />*Clogging <br />Spillway channels: <br />Diversion ditches: <br />5 <br />
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