My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2013-04-24_REVISION - C1981019 (2)
DRMS
>
Day Forward
>
Revision
>
Coal
>
C1981019
>
2013-04-24_REVISION - C1981019 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 5:19:49 PM
Creation date
4/30/2013 7:55:42 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
Revision
Doc Date
4/24/2013
Doc Name
Colowyo Hydrologic Curve Number (Interoffice Memo)
From
Rob Zuber
To
File
Type & Sequence
TR95
Email Name
DIH
RDZ
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.
/
2
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 recommend that we approve Colowyo's TR -95 since the new curve numbers are based on the second <br />best methodology for assessing post - mining soils. <br />Regarding the argument that Colowyo just changed their curve numbers less than four years ago, and it <br />is not appropriate to let them change again, I offer the following points: <br />• The numbers determined in TR -73 were based on the poorest method of selecting soil types, <br />i.e., using pre - mining soil types. <br />• Colowyo submitted TR -73 largely because of the problems in the Prospect basin. They were <br />prudent to make the model more conservative in this basin because of the history of problems <br />and because of the threats to public safety below the Prospect Pond. However, it was not <br />necessary, in my professional judgment, to apply these conservative curve numbers to other <br />basins at the mine site. <br />• In documents from the time frame of the related Notice of Violation (CV- 2008 -004), Kent <br />Gorham discussed problems with the model not matching actual conditions on the ground. <br />However, from what I have discerned, the cause of this difference is other factors (such as the <br />area draining to the pond) rather than curve numbers. For example, in a memo to Jim Stark <br />on 11/13/2008, Kent states that the model assumes 533 acres draining to Prospect Pond, but <br />the actual area that drains to the pond (for the scenario in question) is 700 acres. <br />Another important factor related to this subject is compaction and soil handling procedures. In order to <br />classify their reclaimed lands as B soils, Colowyo needs to continue their commitment to ripping the <br />overburden prior to laying down topsoil (page 2.05 -27 in PAP) and continue to roughen topsoil <br />surfaces (page 2.05 -29 in PAP). These procedures will help counteract the effect on infiltration due to <br />compaction by large construction equipment during grading and other reclamation activities. It might <br />be prudent to ask Colowyo to provide documentation of these practices in a quarterly report. <br />
The URL can be used to link to this page
Your browser does not support the video tag.