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HYDRO30539
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HYDRO30539
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Entry Properties
Last modified
8/24/2016 8:49:14 PM
Creation date
11/21/2007 12:32:28 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
Hydrology
Doc Date
10/5/2007
Doc Name
3rd Quarter 2007 Stockpond Inspection Report
From
Seneca Coal Company
To
DRMS
Permit Index Doc Type
Sediment Pond Inspections
Media Type
D
Archive
No
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1. 1 <br />PERIODIC INSPECTION FORM <br />Stockponds or Sumps <br />INSPECTOR'S NAME: Roy Karo <br />FACILITY CONFIGURATION: Stockpond <br />SITE NAME: T-3 <br />MINE NAME: Seneca II-W <br />MINE I.D. NO.: C-62-057 <br />DATE: ~ `b/~~ <br />DATE LAST INSPECTION: <br />LOCATION: NW +SE <, Sec 22, TSN, R68W <br />LOCATION: 8 mi S of Hayden, CO <br />OWNER'S REP.: Roy Karo, Manager <br />Circle or write in appropriate response <br />1. Angle of slope: 4.3:1 upstream, 2.9:1 downstream <br />2. *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 />9 <br />5 <br />n <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <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 />*riajor erosion problems: <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 />Yes o 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 FjA <br />Yes No N/A <br />Yes No N/A <br />Yes N/A <br /> feet <br /> feet <br />Yes 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: / ,~_ v~ ~~ <br />Sotal = 7.2:1 N/A <br />24 <br />
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