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HYDRO25372
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HYDRO25372
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Entry Properties
Last modified
8/24/2016 8:45:09 PM
Creation date
11/20/2007 5:30:12 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
Hydrology
Doc Date
4/6/1995
Doc Name
QUARTERLY SEDIMENTATION POND INSPECTIONS SENECA II-W MINE
From
SENECA COAL CO
To
DMG
Permit Index Doc Type
SEDIMENT POND INSPECTIONS
Media Type
D
Archive
No
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is ' <br />} '' <br />INSPECTOR'S NAME: a 's <br />NPDES I.D. NO.: CO-000 <br />FACILITY CONFIGURATION: <br />SITE NAME: Pond #005 <br />MINE NAME: Seneca II-W M <br />MINE I.D. NO.: CMLRD Pere <br />P&RIODIC INSPECTION FORM <br />Water, Sediment, or Slurry Impoundments <br />Jones DATE: 03/28/95 <br />221 D.P. 005 <br />toss-Valley Pond DATE LAST INSPECTLON: 12/09/94 <br />LOCATION: NWS: SWS:. Sec. 10. TS N. R88W <br />ne (Seneca Coal Co) LOCATION: 8 mi. S of Hayden. CO <br />it No. C-82-057 OWNER'S REP.: Scott Williams. Gen Mor <br />Cirole or write in appropriate response <br />1 <br />2 <br />3 <br />4 <br />S <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 />19 <br />20 <br />Foundation preparation (removal of vegetation, stumps, topsoil: Yes No NJA <br />Lift thickness: 12 in. N/A <br />Compaction according to approved plan: ~ es No N A <br />Burning (specify extent and location): ~ Yes No /A <br />Angle of slope: 3.5:1 upstream, 2.5:1 downstream Total = 6:1 N/A <br />*Seepage (specify location, color, and approximate volume) <br />From underdrain pipes: <br />At isolated points on embankment slopes: <br />Rt natural hillside: <br />Over widespread areas: <br />From downstream foundation area: <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 />*Erosion of toe: <br />*W stet impounded against toe: <br />Existing embankment freeboard: Aooroximately <br />X Increase Decrease in water level: Aooroximately <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 />*Cracking or crushing of pipes <br />Spillway pipes: <br />Decant system: <br />Trash racks clear and in place: <br />Yes N N/A <br />Yes N(A <br />Yes No N/A <br />Yes o N/A <br />Yes o N/A <br />Yes N/A <br /> <br /> <br /> <br /> <br /> <br />Yes N/A <br />Yes C~ <br />7No ))~~o ~~ N/A <br />Yes No N/A <br />Yes o N/A <br />Yes o N/A <br />Yes o N/A <br />Yes o N/A <br />10.4 feet <br />9.1 feet <br />Yes No N/A <br />Yes No ~' <br />Yes ~lo' N/,j~ <br />Yes No (~~ <br />Yes ~ N/A <br />Yes ~ N/A <br />Yes Nc ~' <br />es No N/A <br />*Major adverse changes in these items could cause instability and should be reported to the <br />Engineering Manager and Mine Superintendent for further evaluation. Adverse conditions noted <br />in these items should normally be described (extent, location, volume, etc.) in the space on <br />the back of this sheet. <br />
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