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HYDRO31299
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HYDRO31299
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Entry Properties
Last modified
8/24/2016 8:55:04 PM
Creation date
11/21/2007 1:29:32 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980005
IBM Index Class Name
Hydrology
Doc Date
1/26/2004
Doc Name
3rd Q 2003 Stockpond Reports & Annual Inspections
From
Seneca Coal Company
To
DMG
Permit Index Doc Type
Sediment Pond Inspections
Media Type
D
Archive
No
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<br />PERIODIC INSPECTION FORM <br />Stockponds or Sumps <br /> O Z~ ~~ <br />INSPECTOR'S NAME: Rov Karo DATE: <br />FACILITY CONFIGURATION: Stockoond DATE LAST INSPECTION; Gs / 03 <br />SITE NAME: T-7 LOCATION: NE~SWi/a, Sec 12. SN, R87W <br />MINE NAME: Seneca II LOCATION: 7.1 mi SE of Hayden, CO <br />MINE I.D. NO.: C-80 -005 OWNER'S AEP.: Gre44 Kitchen Gen. Mar. <br />C1rC~.e Or write in BDprOpridte re8pOn8e <br />1 <br />2 <br />3 <br />4. <br />5. <br />6. <br />7. <br />a. <br />9. <br />10 <br />11 <br />12 <br />13 <br />14 <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />feet <br />feet <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes 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 space on the back of this sheet. <br />Comments <br />Angle of slope: 2.5:1 upstream, 3:1 downstream <br />*Seepage (specify location, color, and approximate volume) <br />At isolated points on embankment s pes: <br />At natural hillside: <br />Over widespread areas: <br />From downstream foundation a a: ///~~~ <br />"Boils" beneath stream or ~ded wa ett <br />Cracks or scarps o res~ v <br />Cracks or scarps n s o <br />Sloughing or bulg' oiV S ope: <br />*Major erosion pro e <br />Surface movements in valley bottom or on hillside: <br />*Erosion of toe: <br />*Water impounded against downstream toe: <br />Existing embankment freeboard: <br />Increase Decrease in water level: <br />Cracks, bulging, or erosion on upstream face: <br />Spillway erosion: <br />*Clogging <br />Spillway channels: <br />Diversion ditches: <br />Total = 5.5:1 N/A <br />11 <br />
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