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2010-07-28_HYDROLOGY - C1994082
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2010-07-28_HYDROLOGY - C1994082
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Entry Properties
Last modified
8/24/2016 4:16:53 PM
Creation date
7/28/2010 3:23:57 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1994082
IBM Index Class Name
HYDROLOGY
Doc Date
7/28/2010
Doc Name
2nd Quarter 2010 Sedimentation Pond Inspection Pond
From
Seneca Coal Company
To
DRMS
Permit Index Doc Type
Sediment Pond Inspect
Email Name
DTM
SB1
Media Type
D
Archive
No
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PERIODIC INSPECTION FORM <br />Water, Sediment, or Slurry Impoundments <br />INSPECTOR'S NAME: Dennis Jones <br />NPDES I.D. NO.: CO-0000221 D.P. 013 <br />FACILITY CONFIGURATION: Cross-Valley Pond <br />SITE NAME: Pond #013 <br />MINE NAME: Yoast Mine(Seneca Coal Co) <br />MINE I.D. NO.: CMLRD Permit No. C-94-082 <br />1. <br />2. <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 />15. <br />16. <br />17. <br />18. <br />19 <br />20 <br />21 <br />Yes No <br />N/A <br />Yes <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />Yes No N/A <br />_ N/A <br />Yes No N/A <br />,4-c. b. `( S <br />*Major adverse changes in these items could cause instability and should be <br />the Engineering Manager and Mine Superintendent for further evaluation <br />conditions noted in these items should normally be described (extent, <br />volumeetc.) in the space on the back of this sheet. <br />DATE : 6'' -10- <br />DATE LAST INSPECTION: 3 12"10 <br />LOCATION: SEl/, NWl/,, Sec. 19, TSN, R87W <br />LOCATION: 8.5 mi. SE of Hayden, CO <br />OWNER'S REP.: Roy Karo, Gen Mgr <br />Circle or write in appropriate response <br />Foundation preparation (removal of vegetation, stumps, topsoil: Yes <br />Lift thickness: in. <br />Compaction according to approved plan: <br />Burning (specify extent and location): No <br />Angle of slope: 3:1 upstream, 3:1 downstream Total = 6:1 <br />*Seepage (specify location, color, and approximate volume) <br />From underdrain pipes: N/A <br />At isolated points on embankment slopes: Yes <br />At natural hillside: Yes g <br />over widespread areas: Yes <br /> <br />From downstream foundation area: <br />Sec o'k ?A S i?Q <br />Ye o <br />"Boils" beneath stream or ponded water: Yes <br />Cracks or scarps on crest: Yes <br />Cracks or scarps on slope: Yes o <br /> <br />Sloughing or bulging on slope: <br />Yes No <br />*Major erosion problems: Yes <br />Surface movements in valley bottom or on hillside: <Es? No <br />*Erosion of toe: Yes No <br />*Water impounded against toe: Ye No <br /> 1 <br />Existing embankment freeboard: (normal = 4 <br />) feet <br />Increase Decrease in water level: feet <br />Cracks, bulging, or erosion on upstream face: Yes ®o <br />Visible sumps or sinkholes in slurry surface: N/A <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 />Discharge rate (gpm) <br />reported)ko <br />Adverse <br />location,
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