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HYDRO20121
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HYDRO20121
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Entry Properties
Last modified
8/24/2016 8:41:31 PM
Creation date
11/20/2007 1:22:10 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980005
IBM Index Class Name
Hydrology
Doc Date
10/21/1994
Doc Name
3rd Qtr 1994 Inspection
From
PEABODY WESTERN
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: Michael G. Altavilla DATE: 09/28/94 <br />FACILITY CONFIGURATION: Stockoond DATE LAST INSPECTION: 06/08/94 <br />SITE NAME: T-5 SITE LOCATION: SW'~NE'~, Sec 11,TSN,R87W <br />NINE NAME: Seneca II LOCATION: 7.1 mi SE of Hayden, Colorado <br />MINE I.D. NO.: C-80-005 OWNER'S REP.: Scott Williams, Supt. <br />Circle or write in approxriate resooase <br />1. Angle of elope: 2:1 upstream, 4:1 downstream <br />2. *Seepage (specify location, color, and approximate volume) <br />At isolated points on embankment slopes: <br />At natural hillside: <br />Total = 6:1 N/A <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 />Yes ~ N/A <br />Yes ~~ N/A <br />Over widespread areas: Yes ~ N/A <br />From downstream foundation area: Yes ~~ N/A <br />"Boils" beneath stream or ponded water: Yea ~ N/A <br />Cracks or scarps on crest: <br />Cracks or scarps on slope: <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 downstream toe: <br />Existing embankment freeboard: <br />X 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 ~p' N/A <br />Yes ~1 ~ N/A <br />Yes ~Jo N/A <br />Yes I~ N/A <br />Yes ~~ N/A <br />Yes ~ N/A <br />Yes ~~ N/A <br />6 feet (approx) <br />2 feet <br />Yes ~~ N/A <br />esJ No N/A <br />Yes ~~ N/A <br />Yes No ~A <br />*Hajor 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 />
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