My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
HYDRO23705
DRMS
>
Back File Migration
>
Hydrology
>
HYDRO23705
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 8:44:06 PM
Creation date
11/20/2007 4:00:24 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1992081
IBM Index Class Name
Hydrology
Doc Date
4/8/1996
Doc Name
QUARTERLY SEDIMENTATION POND INSPECTIONS HAYDEN GULCH LOADOUT
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.
/
5
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
% i., <br />PERIODIC INSPECTION FORM <br />Water, Sediment, or Slurry Impoundments <br />INSPECTOR'S NAME: Michael Altavilla DATE: _._03111/96 <br />NPDES I.D. NO.: COG-850008-OOlA <br />FACILITY CONFIGURATION: Embankment Pond DATE LAST INSPECTION: 12/04/95 <br />SITE NAME: Truck Loon Pond 1 LOCATION: SEY SWY.. Sec. 14. T6N. R88W <br />MINE NAME: H-G Terminal. Inc. LOCATION: 2 mi. SE of Hayden. CO <br />MINE I.D. NO.: CMLRD Permit No. C-92-081 OWNER'S REP.: Brad Brown. Gen Mar <br />C,Lrcle or write in aoorovriate reanonse <br />1. Burning (specify extent and location): Yes No <br />2. Angle of slope: 2.75:1 upstream, 2:1 downstream Total = 4 .75:1 N/A <br />3. *Seepage (specify location, color, and approximate volume) <br /> From underdrain pipes: Yes No /A <br /> At isolated points on embankment slopes: Yes (~lo~ N A <br /> At natural hillside: Yes o N/A <br /> Over widespread areas: Yes o N/A <br /> From downstream foundation area: Yes ~ N/A <br /> "Boils" beneath stream or ponded water: Yes N N/A <br />4. Cracks or scarps on crest: Yes o N/A <br />5. Cracks or scarps on slope: Yes o N/A <br />6. Sloughing or bulging on slope: Yes N/A <br />7. *Maj or erosion problems: Yes N/A <br />8. Surface movements in valley bottom or on hillside: Yes No N/A <br />9. *Erosion of toe: Yes N/A <br />10. *Water impounded against toe: Yes No N/A <br />11. Existing embankment Freeboard: See comments 5.4 feet <br />12. X Increase Decrease in water level: Aooroximately 0.2 feet <br />13. Cracks, bulging, or erosion on upstream face: Yes ® N/A <br />14. Visible sumps or sinkholes in slurry surface: Yes No /A <br />15. *Clogging <br /> Spillway channels and pipes: See comments Yes o N/A <br /> Decant system: Yes N/A <br /> Diversion ditches: Yes No N/A <br />16. *Crackinq or crushing of pipes <br /> Spillway pipes: Yes No N/A <br /> Decant system: Yes o N A <br />17. Trash racks clear and in place: Yes No <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 space on <br />the back of this sheet. <br />
The URL can be used to link to this page
Your browser does not support the video tag.