My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2020-12-21_PERMIT FILE - C1981010A (7)
DRMS
>
Day Forward
>
Permit File
>
Coal
>
C1981010
>
2020-12-21_PERMIT FILE - C1981010A (7)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/21/2022 5:14:12 PM
Creation date
2/25/2021 11:02:20 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981010A
IBM Index Class Name
Permit File
Doc Date
12/21/2020
Doc Name
page 4-172 to 4-222z
Section_Exhibit Name
4.8 Hydrologic Impacts
Media Type
D
Archive
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
96
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
Annually, by March 15 of each year, Trapper will provide the Division a brief report, the Annual <br />Reclamation Report, with an as -built postmine contour map showing the approximate postmine position of <br />drainageways. However, the best resolution which may be obtained is a 10 -foot contour interval, and so <br />the location shown on the annual map will be only accurate to +50 feet laterally. The report will also <br />describe where drainageway sections have failed, and what actions were taken to repair the failed section. <br />The points of failure will be shown on the annual postmine contour map. Failure will be defined as the <br />loss of the erosion control treatment and excessive channel cutting. Appendix W will be updated to <br />contain each year's report and map. <br />Additionally, in the Annual Reclamation Report a summary of as -built parameters for reconstructed <br />drainages will be included in Section 3.0. A table will summarize the watershed acreage, curve numbers <br />and slopes utilized in the design of the drainage section(s) completed each year. Map 1 of the Annual <br />Reclamation Report will indicate which sections of the drainage were constructed that year. A diagram in <br />Section 3.0 will demonstrate the watershed areas included and the curve numbers applied to them. This <br />information will satisfy the as -built design requirements of reconstructed drainages by demonstrating the <br />parameters used to determine the required storage capacity of structures needed per the stabilization <br />design model detailed in section 4.8.1.3 and Appendix Q, Section 37. <br />Also, in order to estimate the impact of runoff events on reestablishing drainage treatments, Trapper will <br />provide the Division measurable peak flows from Coyote drainage as part of the annual report (see <br />Appendix W). Data will be provided from April 1 through September 30 of each year, starting in 1988 and <br />ending in 1991. <br />4-1830 <br />Revision: /W _G 7 <br />Approved: <br />app 012015 <br />
The URL can be used to link to this page
Your browser does not support the video tag.