My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2013-01-31_REPORT - M1973021 (2)
DRMS
>
Day Forward
>
Report
>
Minerals
>
M1973021
>
2013-01-31_REPORT - M1973021 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 5:12:35 PM
Creation date
2/5/2013 7:31:57 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1973021
IBM Index Class Name
REPORT
Doc Date
1/31/2013
Doc Name
Annual Report and Geotechnical Addendum.
From
Tetra Tech
To
DRMS
Permit Index Doc Type
Annual Reclamation Report
Email Name
TAK
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.
/
80
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 granitic and biotitic gneiss observed in the highwalls is typically slightly to moderately <br />weathered and locally fresh. The rock generally displays two prominent joint sets and a foliation <br />surface. Joint spacing ranges from approximately 2 inches up to 7 feet. Joint surfaces generally <br />are slightly rough to rough and are usually very tight to moderately open. When joint surfaces <br />are open or exposed, the joint faces are typically slightly to moderately weathered with iron <br />staining. With the exception of localized areas, the joints generally do not contain infill material. <br />Foliation plane spacing ranges from less than one inch up to 6 feet. Foliation surfaces generally <br />are slightly rough to rough and are usually very tight to moderately open. When foliation <br />surfaces are open or exposed, the aperture is up to one tenth of an inch and the foliation faces are <br />typically slightly weathered with iron staining. The foliation generally does not contain infill <br />material. The highwalls observed were dry and seepage through the rock at the upper elevations <br />is not anticipated. <br />With the exception of the shear zone, average RMR values calculated for the rock exposed in the <br />highwalls of the South Quarry range from 20 to 69 indicating poor to good rock. <br />The sillimanitic gneiss observed in the fault zone is typically moderately to highly weathered and <br />altered. A band of weak rock parallels the fault zone. Few prominent joint sets are observable <br />and the foliation varies greatly. <br />Average RMR values calculated for rock within the weak rock associated with the fault zone <br />range from 10 to 28 indicating very poor to poor rock. Joint orientation field data and RMR <br />spreadsheets for the highwalls are included in Appendix A. Scanline descriptions are included <br />below. <br />Bench 7450 <br />Bench 7450 was unmappable due to access and safety concerns. Visual observation from a <br />significant distance indicated that the highwall appeared stable with minor raveling having <br />occurred. A more thorough investigation of the bench and high wall is recommended when <br />bench access and safety are improved. <br />7375 — 7270 Haul road Highwall <br />The 7375 to 7270 haul road scanline is approximately 475 feet long and was separated into 5 <br />discrete sections. The approximate orientation of the highwall varies between 40 degrees (north <br />40 degrees east) and 340 degrees (north 20 degrees west). The scanline focused on the lower 10 <br />— 30 feet of the highwall, as this is the area where haul road construction had occurred in 2012. <br />The remaining portions of the high wall (up to 100 feet) had previously been mapped for the <br />2011 Geotechnical Addendum. <br />• Stations 0 +00 through 0 +70 consisted of moderately to highly fractured biotitic <br />gneiss. The foliation strike varies in this area due to minor folding and ranges from <br />60 to 90 degrees. Foliation dips averaged 21 degrees to the northwest. Foliation <br />spacing ranges from approximately 4 inches to more than 2 feet, and foliation <br />4 <br />Morrison Quarry Annual Report 2012 <br />P \23514 \133- 23514- 13002\Deliverables\Deliv -Ol -2012 Annual Report \Annual_Report_20I2_Geotech doc <br />January 2013 <br />
The URL can be used to link to this page
Your browser does not support the video tag.