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2011-07-28_HYDROLOGY - C1994082
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2011-07-28_HYDROLOGY - C1994082
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Entry Properties
Last modified
8/24/2016 4:36:08 PM
Creation date
7/28/2011 1:17:37 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1994082
IBM Index Class Name
HYDROLOGY
Doc Date
7/28/2011
Doc Name
2nd Quarter 2011 Sedimentation Pond Inspection
From
Seneca Coal Company
To
DRMS
Permit Index Doc Type
Sediment Pond Inspections
Email Name
SLB
SB1
Media Type
D
Archive
No
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INSPECTOR'S NAME: Dennis Jones <br />NPDES I.D. NO.: CO- 0000221 D.P. 012 <br />FACILITY CONFIGURATION: Cross - Valley Pond <br />SITE NAME: Pond #012 <br />MINE NAME: Yoast Mine(Seneca Coal Co) <br />MINE I.D. NO.: CMLRD Permit No. C -94 -082 <br />19. *Cracking or crushing of pipes <br />Spillway pipes: <br />Decant system: <br />20. Trash racks clear and in place: <br />21. Discharge rate (gpm) <br />PERIODIC INSPECTION FORM <br />Water, Sediment, or Slurry Impoundments <br />DATE: 6- ( - ' <br />Circle or write in appropriate response <br />DATE LAST INSPECTION: 3 <br />LOCATION: NE'% NW%,Sec. 19, T5N, R87W <br />LOCATION: 8.5 mi. SE of Hayden, CO <br />OWNER'S REP.: Roy Karo, Gen Mgr <br />1. Foundation preparation (removal of vegetation, stumps, topsoil: <br />2. Lift thickness: <br />3. Compaction according to approved plan: <br />4. Burning (specify extent and location): <br />5. Angle of slope: 3.0:1 upstream, 3.0:1 downstream <br />6. *Seepage (specify location, color, and approximate volume) <br />From underdrain pipes: <br />At isolated points on embankment slopes: <br />At natural hillside: <br />Over widespread areas: <br />From downstream foundation area: <br />"Boils" beneath stream or ponded water: <br />7. Cracks or scarps on crest: <br />8. Cracks or scarps on slope: <br />9. Sloughing or bulging on slope: <br />10. *Major erosion problems: <br />11. Surface movements in valley bottom or on hillside: SP*L Ioa(O w <br />12. *Erosion of toe: <br />13. *Water impounded against toe: <br />14. Existing embankment freeboard: (normal = 9.0') <br />15. Increase Decrease in water level: <br />16. Cracks, bulging, or erosion on upstream face: <br />17. Visible sumps or sinkholes in slurry surface: <br />18. *Clogging <br />Spillway channels and pipes: o <br />Decant system: Semi .Q' kJaj above Aec (:K� <br />Diversion ditches: <br />Yes <br />12 in. <br />Yes <br />No <br />Total = 6.0:1 <br />60 N/A <br />No N/A <br />No N/A <br />No N/A <br />No N/A <br />No N/A <br />No N/A <br />No N/A <br />No N/A <br />Z N/A <br />No N/A <br />Yes No N/A <br />Yes No N/A <br />1 feet <br />feet <br />N/A <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />N/A <br />Yes <br />Ye No <br />N/A <br />Yes <br />Yes <br />No <br />a G 4( <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />*Major 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 space on the back of this sheet. <br />1( 5 � ..� ll yew s 1: Q� s �� 3 -to -t t) '0h o la s <br />couLet. L4 e c‘sieJ p . <br />
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