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2012-01-13_HYDROLOGY - C1982057 (4)
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2012-01-13_HYDROLOGY - C1982057 (4)
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Entry Properties
Last modified
8/24/2016 4:47:27 PM
Creation date
1/13/2012 2:04:29 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
HYDROLOGY
Doc Date
1/13/2012
Doc Name
3rd 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. 006 <br />FACILITY CONFIGURATION: Cross - Valley Pond <br />SITE NAME: Pond #006 <br />MINE NAME: Seneca II -W Mine (Seneca Coal Co) <br />MINE I.D. NO.: CMLRD Permit No. C -82 -057 <br />PERIODIC INSPECTION FORM <br />Water, Sediment, or Slurry Impoundments <br />DATE: C I - P- - " ( <br />DATE LAST INSPECTION: 6 <br />LOCATION: NW'% NWl /,, Sec. 22, T5N, 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. 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: 3:1 upstream, 3:1 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: See be.loto <br />"Boils" beneath stream or ponded water: <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 />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: Seta_ lomlotO <br />*Erosion of toe: <br />*Water impounded against toe: <br />Existing embankment freeboard: (normal = 7.5') <br />14„, L�.o, Ica O <br />Yes <br />12 in. <br />Yes <br />No <br />Total = 6:1 <br />N/A <br />Yes (No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes o 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 />- TS feet <br />feet <br />Yes I�o� N/A <br />N/A <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: Yes N/A <br />Decant system: N/A <br />Diversion ditches: Yes 6) N/A <br />19. *Cracking or crushing of pipes <br />Spillway pipes: Yes two N/A <br />Decant system: N/A <br />20. Trash racks clear and in place: es No N/A <br />21. Discharge rate (gpm) <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 />A „ too h0 40 o4 c,LoLL, is fvp -d 40 <br />n S to N . M d� ►mil <br />5 l O () DI coS it voc=,.ck . o m 1 La �c In.c) k� . <br />V I �,( �� , <br />Vl (� tr J �, o f � O �v �K I�t,c� a � I�� v � 1�. S °� � b <br />(oe.ev\ Fepc vVreck \ioPso;, seeQCK_ <br />
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