My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2008-04-04_HYDROLOGY - C1981041 (5)
DRMS
>
Day Forward
>
Hydrology
>
Coal
>
C1981041
>
2008-04-04_HYDROLOGY - C1981041 (5)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 3:26:58 PM
Creation date
4/8/2008 1:10:27 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981041
IBM Index Class Name
Hydrology
Doc Date
4/4/2008
Doc Name
2008 Annual Impoundment Inspection
From
J.E. Stover & Associates, Inc
To
DRMS
Permit Index Doc Type
Prof Pond Certifications
Email Name
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.
/
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
The estimated water capacity of Pond 6 is less than the original design requirement of <br />1.49 acre feet. However, calculations presented in Volume III, Appendix 13-2, page <br />CDRA-1-1 ii, based on the partially reclaimed and vegetated refuse pile indicate the <br />required water capacity of Pond 6 is only 0.68 acre-feet. <br />Pond 7 collects run-off from the North Decline. The pond was dry during the <br />inspection. Volume III, Appendix 13-2, page NDEC-1 shows that its design water and <br />sediment capacities are 0.23 A-F and 0.03 A-F respectively. It is a dugout pond which <br />must be dewatered with a pump. There is little if any sediment buildup in the pond. <br />Therefore, the pond's capacity is obtained from the most recent pond certification <br />performed by Larry M. Reschke, P.E., on June 1, 1995. <br /> Water Sediment Total <br />Pond 7 - A-F 0.34 N/A 0.34 <br />Pond 8 collects run-off from the South Portal and the RSRDA. The pond was dry to <br />damp during the inspection. The pond was downsized during 2007. Volume III, <br />Appendix 13-2, page RSS-1 shows that its design water and sediment capacities are <br />0.68 A-F and 0.22 A-F respectively. It is a dugout pond which must be dewatered with a <br />pump. There is no sediment buildup in the pond. The pond's capacity is obtained from <br />the most recent pond certification performed by James E. Stover, P.E., on February 13, <br />2008. <br /> Water Sediment Total <br />Pond 8 - A-F 0.76 0.22 0.98 <br />Pond 9 collects run-off from the South Portal and RSRDA. The pond was dry to damp <br />during the inspection. Volume III, Appendix 13-2, page RSS-15 & 15i shows that its <br />design water and sediment capacities are 0.33 A-F and 0.33 A-F respectively. The <br />sediment was removed from the pond during 2003 so the pond had a total depth of 9- <br />feet. Sediment (2.6) has accumulated in the pond since it was cleaned. The percent of <br />sediment buildup is 60% (2.6' deep divided by 4.3' maximum depth). Based on this <br />sediment buildup and a 2003 survey of the pond after sediment was removed, the pond <br />has the following estimated capacity: <br /> Water Sediment Total <br />Pond 9 - A-F 0.66 0.19 0.85 <br />-2- <br />
The URL can be used to link to this page
Your browser does not support the video tag.