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2010-12-22_HYDROLOGY - C1982057 (2)
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2010-12-22_HYDROLOGY - C1982057 (2)
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Entry Properties
Last modified
8/24/2016 4:28:13 PM
Creation date
12/22/2010 1:46:26 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
HYDROLOGY
Doc Date
12/22/2010
Doc Name
4th Quarter 2010 Sedimentation Pond Inspections
From
Seneca Coal Company
To
DRMS
Permit Index Doc Type
Sediment Pond Inspect
Email Name
SB1
SLB
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. 005 <br />FACILITY CONFIGURATION: Cross-Valley Pond <br />SITE NAME: Pond #005 <br />MINE NAME: Seneca II-W Mine (Seneca Coal Co) <br />MINE I.D. NO.: CMLRI) Permit No. C-82-057 <br />DATE: I0-14-10 <br />DATE LAST INSPECTION: 1- ao -( 0 <br />LOCATION: NWV44 SWV4, Sec. 10, TSN, R88W <br />LOCATION: 8 mi. S of Hayden, CO <br />OWNER'S REP.: Roy Karo, Gen Mgr <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 approximate volume) <br />From underdrain pipes: Ci.X . e v U w? : v? <br />At isolated points on embankment s opes: <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 freeboard: (normal = 7.41) <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: <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 />es <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />GYe?s <br />l• <br />0. 5- <br />Yes <br />N/A <br />in. <br />6:1 <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />feet <br />feet <br />No <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 (LM3 N/A <br />Vag No N/A <br />N/A <br />Yes Q) N/A <br />Y4A R No N/A <br />d 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 in <br />these items should normally be described (extent, location, volume, etc.) in the space on the <br />back of this sheet. <br />Inoperable <br />Inoperable <br />a sea e???.? ?,? <br />k
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