My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2012-11-05_HYDROLOGY - C1994082
DRMS
>
Day Forward
>
Hydrology
>
Coal
>
C1994082
>
2012-11-05_HYDROLOGY - C1994082
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 5:10:18 PM
Creation date
11/14/2012 1:35:14 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1994082
IBM Index Class Name
HYDROLOGY
Doc Date
11/5/2012
Doc Name
3rd Quarter 2012 Sedimenation Pond Inspection Report
From
Seneca Coal Company
To
DRMS
Permit Index Doc Type
Sediment Pond Inspections
Email Name
JLE
SB1
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
16
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
INSPECTOR'S NAME: Dennis Jones <br />NPDES I.D. NO.: CO- 0000221 D.P. 011 <br />FACILITY CONFIGURATION: Cross - Valley Pond <br />SITE NAME: Pond #011 <br />MINE NAME: Yoast Mine(Seneca Coal Co) <br />MINE I.D. NO.: CMLRD Permit No. C -94 -082 <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 />*Water impounded against toe: <br />Existing embankment freeboard: <br />PERIODIC INSPECTION FORM <br />Water, Sediment, or Slurry Impoundments <br />DATE: C IC C <br />DATE LAST INSPECTION: <br />LOCATION: NEB /, SWl /,,Sec. 16, T5N, R87W <br />LOCATION: 8.5 mi. SE 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: 3.0:1 upstream, 2.8:1 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 />Yes <br />8 in. <br />Yes <br />No <br />Total = 5.8:1 <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 No N/A <br />Yes No N/A <br />Yes N. N/A <br />it. 61 feet <br />S feet <br />Yes N/A <br />N/A <br />Yes N/A <br />N/A <br />N/A <br />Yes N/A <br />N/A <br />�'ej No N/A <br />21. Discharge rate (gpm) Lj a 2v (;•,S �e�� ba�aw �kcsc�4agSt <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: see below <br />*Erosion of toe: <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 />19. *Cracking or crushing of pipes <br />Spillway pipes: <br />Decant system: <br />20. Trash racks clear and in place: <br />(normal = 5.1') <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 />
The URL can be used to link to this page
Your browser does not support the video tag.