My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE52052
DRMS
>
Back File Migration
>
Permit File
>
600000
>
PERMFILE52052
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 10:55:58 PM
Creation date
11/20/2007 3:10:49 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
Exhibit 14C 1997/98 Landslide Corrective Measures
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.
/
81
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
• 2. RCC Buttress <br />The RCC buttress consists of a 10-foot thick roller compacted wncrete (RCC) at the toe of the <br />landslide in the area of the screening plant, as shown on Figures 1 and 4. The RCC buttress is <br />anchored with three rows of 1~~-inch diameter rock bolts spaced about 12 feet apart <br />(approximately 170 total rock bolts). Construction of the RCC buttress addition in 1997 was <br />an emergency response to excessive movement at the toe which endangered the screening <br />plant. A detail of the RCC buttress is presented in Appendix B. <br />3. Dewatering Wells <br />Five dewatering wells were installed around the perimeter of the landslide as part of a Pilot <br />Study to determine if groundwater could be intercepted before it reached the landslide. Well <br />Nos. W-1 and W-2 near the substation and portal, respectively, showed the most potential for <br />dewatering capabilities and, as a result, two additional wells were installed in the vicinity of <br />the substation. These wells were located outside of the scarp area, as shown on Figures 1 and <br />4, so they would not shear during landslide movement. A detail of a dewatering well is shown <br />in Appendix B. <br />• <br />4. Stone Columns <br />Stone columns are gravel-filled bore holes 42 inches in diameter extending from the surface to <br />the underlying cobble layer (alluvium). Figures 1 and 4 show the location of the stone <br />columns. The concept of the stone columns is to drain the pressurized sand layers within the <br />landslide mass by gravity. The upper portion of the stone columns are sealed to prevent <br />surface water from draining into the stone columns and the underlying cobble layer. A detail <br />of a stone column is shown in Appendix B. <br />5. Horizontal Wells <br />Horizontal wells were installed to drain the cobble layer (alluvium) beneath the colluvium in <br />the event excessive amounts of water entered this layer from the stone columns. The <br />horizontal wells drain by gravity. Figures 1 and 4 show the location of the horizontal wells. <br />• <br />os2soza~ssssi-vAB1K 4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.