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2008-10-24_HYDROLOGY - C1982057 (3)
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2008-10-24_HYDROLOGY - C1982057 (3)
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Entry Properties
Last modified
8/24/2016 3:37:24 PM
Creation date
10/24/2008 2:55:34 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
HYDROLOGY
Doc Date
10/24/2008
Doc Name
3rd Quarter 2008 Sedimentation Pond Inspection
From
Seneca Coal Company
To
DRMS
Permit Index Doc Type
Sediment Pond Inspect
Email Name
DTM
Media Type
D
Archive
No
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PERIODIC INSPECTION FORM <br />Water, Sediment, or Slurry Impoundments <br />INSPECTOR'S NAME: Dennis Jones DATE: Ct _ a 6 - 01 <br />NPDES I.D. NO.: CO-0000221 D.P. 005 <br />FACILITY CONFIGURATION: Cross-Valley Pond DATE LAST INSPECTION: b ll?? <br />SITE NAME: Pond #005 LOCATION: NW1/a SW1/, Sec. 10, T5N, R88W <br />MINE NAME: Seneca II-W Mine (Seneca Coal Co) LOCATION: 8 mi. S of Hayden, CO <br />MINE I.D. NO.: CMLRD Permit No. C-82-057 OWNER'S REP.: Greaa Kitchen, Gen Mar <br />Circle or write in appropriate response <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 />Foundation preparation (removal of vegetation, stumps, topsoil: Yes <br />Lift thickness: 12 <br />Compaction according to approved plan: Yes <br />Burning (specify extent and location): No <br />Angle of slope: 3.5:1 upstream, 2.5:1 downstream Total = <br />*Seepage (specify location, color, and apjproximate volume) <br />From underdrain pipes: IA-C9- J'(aw <br />At isolated points on embankment s pes: <br />At 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 />*Water impounded against toe: <br />Existing embankment eeboard: (normal = 7.4') <br />Increase Decrease in water level: <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: Inoperable <br />Diversion ditches: <br />*Cracking or crushing of pipes <br />Spillway pipes: <br />Decant system: Inoperable <br />Trash racks clear and in pliace: <br />Discharge rate (gpm) ia9? ` ??17e r-? t 6<20UJ <br />in. <br />6:1 <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 N N/A <br />Yes U N/A <br />Yes No N/A <br />'*0 -01 f eet <br />l-, feet <br />Yes No N/A <br />N/A <br />Yes (M) N/A <br />11 <br />le ""r <br />N/A <br />Yes No N/A <br />?Yz^s? Ne-?? <br />`Yes No N/A <br />0 <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 in <br />these items should normally be described (extent, location, volume, etc.) in the space on the <br />back of this sheet.
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