My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1991-06-17_REPORT - M1977286
DRMS
>
Day Forward
>
Report
>
Minerals
>
M1977286
>
1991-06-17_REPORT - M1977286
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2025 10:18:57 AM
Creation date
11/27/2007 8:50:04 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977286
IBM Index Class Name
Report
Doc Date
6/17/1991
Doc Name
DESIGN REPORT JOHNSON & SCHOOL SECTION PITS
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
69
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
1 <br /> 4.2 Johnson Pit <br /> The subbasin area tributary to the southern, post-1976 mined portion <br /> of the pit contains approximately 35 acres above the rim of the pit. This <br /> relatively small subbasin ranges in elevation from approximately 6350 feet <br /> at the southern rim of the pit to a maximum elevation of about 6,395 feet. <br /> Gradients within the subbasin range from approximately 5 to 20 percent <br /> with an average gradient of 15 percent. The area tributary to the <br /> iunreleased portion of land under the Division' s jurisdiction is <br /> approximately 5. 1 acres. The design storm event and design runoff <br /> characteristics of the subbasin tributary to the Johnson Pit are also <br /> presented in Section 6.0. <br /> ' 5.0 EROSION CHARACTERISTICS <br /> ` For design purposes, erosion characteristics for both the natural <br /> terrain and the disturbed areas were considered. Erosion potential of the <br /> natural terrain were previously assessed by Chen to estimate potential <br /> sediment yield from upstream basins for the designed drainage improvements <br /> at the pits. In addition, the potential headward erosion of the natural <br /> stream channel below the disturbed area at School Section Pit was <br /> considered in order to mitigate against headcutting the reclaimed areas. <br /> Gully erosion potential due to concentrated flow and cheat flow <br /> erosion were considered in the reclamation analysis and design. <br /> t <br />
The URL can be used to link to this page
Your browser does not support the video tag.