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2007-11-30_HYDROLOGY - C1982057
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2007-11-30_HYDROLOGY - C1982057
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Entry Properties
Last modified
8/24/2016 3:18:54 PM
Creation date
12/4/2007 2:20:01 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
HYDROLOGY
Doc Date
11/30/2007
Doc Name
4th Quarter 2007 Sedimentation Pond Inspections
From
Seneca Coal Company
To
DRMS
Permit Index Doc Type
Sediment Pond Inspect
Media Type
D
Archive
No
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r~ <br />PERIODIC INSPECTION FORM <br />Water, Sediment, or Slurry Impoundments <br />INSPECTOR'S NAME: Dennis Jones DATE: JO-1~'~~ <br />NPDES I.D. NO.: CO-0000221 D.P. 005 <br />FACILITY CONFIGURATION: Cross-Valley Pond DATE LAST INSPECTION: ~C'.'~ 3'0 <br />SITE NAME: Pond #005 LOCATION: NWT/, SW'/ 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.: Greg_Q Kitchen, Gen Mar <br />Circle or write in aQpropriate response <br />1. Foundation preparation (removal of vegetation, stumps, topsoil: Yes <br />2. Lift thickness: 12 in. <br />3. Compaction according to approved plan: Yes <br />4. Burning (specify extent and location): No <br />5. Angle of slope: 3.5:1 upstream, 2.5:1 downstream Total = 6:1 <br />6. *Seepage (specify location, color, a d a1pprrrox__imate volume) <br />5~~ <br />Y <br />No <br />N/A <br /> From underdrain pipes: V~(l1Ac~ 19 1~c7 D%GQ 1no es <br />Yes No N/A <br /> At isolated points on embankme slopes. Y No N/A <br /> At natural hillside: es <br />Yes No N/A <br /> Over widespread areas: Yes No N/A <br /> From downstream foundation area: Yes No N/A <br /> "Boils" beneath stream or ponded water: <br />7 Cracks or scarps on crest: Yes No N/A <br />. <br />8 Cracks or scarps on slope: Yes No N/A <br />. <br />9. Sloughing or bulging on slope: Yes No N/A <br />10. *Major erosion problems: Yes No N/A <br />11 Surface movements in valley bottom or on hillside: Yes No N/A <br />. <br />12 *Erosion of toe: Yes No N/A <br />. <br />13. *Water impounded against toe: Yes N N/A <br />14 Existing embankment freeboard: (normal = 7.4') ~~ feet <br />. <br />15. Increase Decrease in water level: ~. feet <br />16. Cracks, bulging, or erosion on upstream face: Yes IGo N/A <br />17. Visible sumps or sinkholes in slurry surface: <br />18. *Clogging <br />Yes <br />N/A <br /> Spillway channels and pipes: Yes ~~ <br />No N/A <br /> Decant system: N A <br /> Diversion ditches: <br />19. *Cracking or crushing of pipes , <br /> Spillway pipes: Yes <br />Yes No <br />No N/A <br />N/A <br /> Decant system: Yes o N/A <br />20. Trash racks clear and in place: <br />y~ ~ <br />~~~' ¢ <br />S ~ <br />~ ~~~`'~ ~`S~~y R <br />21. . <br />• <br />- <br />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 />
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