My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
HYDRO29885
DRMS
>
Back File Migration
>
Hydrology
>
HYDRO29885
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 8:48:45 PM
Creation date
11/20/2007 11:39:15 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
Hydrology
Doc Date
12/6/1999
Doc Name
QUARTERLY SEDIMENTATION POND INSPECTIONS SENECA II-W MINE
From
SENECA COAL CO
To
DMG
Permit Index Doc Type
SEDIMENT POND INSPECTIONS
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.
/
9
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
PERIODIC INSPECTION FORM <br />Water, Sediment, or Slurry Impoundments <br />INSPECTOR'S NAME: Micha 1 Al av'71a DATE: 09/23/99 <br />NPDES I.D. NO.: CO-0000221 ^. P. OOc <br />FACILITY CONFIGURATION: C oee-Va 1 y Pond DATE LAST INSPECTION: 06/x,/99 <br />SITE NAME: Pond A'005 LOCATION: NWIr SW~ ceyr. 10 TSN RBBw <br />MINE NAME: c n a II-W Min (c n a oal 01 LOCATION: a mi. S of Hayden. CO <br />MINE I.D. NO.: CMT.Rn permit No_ C-82-057 OWNER'S REP.: Rcad Arown, Can Mqr <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7. <br />8. <br />9. <br />10. <br />11. <br />Foundation preparation (removal of vegetation, stumps, topsoil: Yee No <br />Lift thickness: ~_ in <br />Compaction according to approved plan: <br />Burning (specify extent and location): <br />Angle of slope: 3.5:1 upstream, 2.5:1 downstream <br />*Seepage (specify location, color, and approximate volume) <br />From underdrain pipes: <br />At isolated points on embankment elopes: <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 elope: <br />_ Yea No <br />Yes No <br />Total = 6:1 <br />Sloughing or bulging on elope: <br />*Major erosion problems: <br />Surface movements in valley bottom or on hillside: <br />12. *Eroaion of toe: <br />13. *Water impounded against toe: <br />14. Existing embankment freeboard: <br />15. ~ Increase Decrease <br />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 />Yee No <br />Yea <br />Yee <br />Yee 1~ <br />Yee <br />Yee <br />Yes <br />Yes <br />Yee <br />Yes <br />Yes <br />Yes <br />Yee <br />8.4 feet <br />N/A <br />N/A <br />N/A <br />/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 />0.5 feet <br />Yee ~ N/A <br />Yee No /A <br />Spillway channels and pipes: Yes /~ N A <br />Decant system: Yee o N <br />Diversion ditches: Yea ~ N/A <br />19. *Cracking or crushing of pipes <br />Spillway pipes: Yee /Io N~ <br />Decant system: Yes o eICJ-Ipl <br />20. Trash racks clear and in place: Yee 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 <br />in these items should normally be described (extent, location, volume, etc.) in the apace on <br />the back of thin sheet. <br />
The URL can be used to link to this page
Your browser does not support the video tag.