My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
HYDRO28264
DRMS
>
Back File Migration
>
Hydrology
>
HYDRO28264
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 8:47:31 PM
Creation date
11/20/2007 9:12:23 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980005
IBM Index Class Name
Hydrology
Doc Date
1/7/2002
Doc Name
4th Quarter 2001 Stockpond Inspections
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.
/
43
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
PHRIODIC INSP&CTION PORM <br />Stockponda or Sumps <br />INSPECTOR'S NAME: Roy Karo <br />FACILITY CONFIGURATION: Stockpond <br />SITE NAME: T-1 <br />MINE NAME: Seneca II <br />MINE I.D. NO.: C-80-005 <br />DATE: 12/20/2001 <br />DATE LAST INSPECTION: 8/17/2001 <br />LOCATION: SE'~SW'/„ Sec 2, TSN, R87W <br />LOCATION: 7.1 mi SE of Hayden, CO <br />OWNER'S REP.: Gregg Kitchen Gen. Mgr. <br />Circle or write in appropriate response <br />1. Angle of slope: 3:1 upstream, 4:1 downstream Total = 7:1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> At isolated points on embankment slopes: Yes ~ N/A <br /> AC natural hillside: Yes ® N/A <br /> Over widespread areas: Yes ® N/A <br /> From downstream foundation area: Yes .. <br />,N ry N/A <br /> "Boils" beneath stream or ponded water: Yes ® N/A <br />3. Cracks or scarps on crest: Yes ® N/A <br />4. Cracks or scarps on slope: Yes ® N/A <br />5. Sloughing or bulging on slope: Yes I~ N/A <br />6. *Major erosion problems: Yes ~ N/A <br />7. Surface movements in valley bottom or on hillside: Yes ® N/A <br />8. *Erosion of toe: Yes ® N/A <br />9. *water impounded against downstream toe: Yes ® N/A <br />10. Existing embankment freeboard: Approximately 1 feet <br />11. x Increase Decrease in water level: feet <br />12. Cracks, bulging, or erosion on upstream face: Yes ® N/A <br />13. Spillway erosion: Yes ® N/A <br />14. *Clogging <br /> Spillway channels: Yes N/A <br /> Diversion ditches: Yes ~ <br />N 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 <br />noted in these items should normally be described (extent, location, volume, etc.) in the <br />space on the back of this sheet. <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.