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REP38651
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Entry Properties
Last modified
8/25/2016 12:21:22 AM
Creation date
11/27/2007 8:08:49 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Report
Doc Date
12/19/2001
Doc Name
2000 Addendum to 97/98 Landslide Monitoring Report
Permit Index Doc Type
STABILITY REPORT
Media Type
D
Archive
No
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J2.0 Characterization of Landslide <br />This section is an update of Section H2.0 of the 1999 Addendam to the "1997/98 Landslide Corrective <br />Measures Report". This section provides updated information on the chazacter of the landslide, based on <br />2001 engineering analysis and study of the slide that was performed. <br />In the "main landslide" area, downslope of the rack bluff, the landslide is characterized in accordance with <br />Appendix H2.0, and is further updated as follows. Based on observations of mirror and inclinometer <br />movements from July 1999 to November 2001, the rate of movement of the slide is updated as: <br />Rate ojMovemenr: Extremely Slow (Less than 1 inch per year). Rates of movement <br />measured by surface mirrors in the head, body and tce of the slide show <br />little or no movement. Inclinometers installed at the body and tce of the <br />slide indicate movements of less than 0.25 inches per year. <br />State of Activity: Reactivitated slide approaching a suspended state. <br />In summary the "main landslide" can be characterized as reactivated but approaching suspension, <br />advancing, singular, extremely slow, moist, translational earthen slide. <br />For the "secondary landslide" areas above the rack bluff and F-Seam portal wall, the landslide can be <br />characterized in accordance with Appendix H2.0 with the following update: <br />Rate of Movement: Extremely Slow (Less than l inch per year). Inclinometer I99-O8 <br />indicates extremely small movement on the storage bench west of Portal <br />#1 from a period between August 2000 and May 2001. <br />Style of Activity: Singular. <br />Distribution of Activity: Advancing primarily since the surface of rupture has been extending in <br />the direction of movement. <br />Barr Engineering Company December 15, 2000 <br />PCDOCS~230503/CAK 2 Appendix J <br />2001 Addendum to <br />1997/98 Landslide Correetlve Measures Report <br />
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