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2009-01-15_REPORT - C1980007 (8)
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2009-01-15_REPORT - C1980007 (8)
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Last modified
8/24/2016 3:42:54 PM
Creation date
1/20/2009 2:28:00 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
REPORT
Doc Date
1/15/2009
Doc Name
Fall 2008 Subsidence Monitoring Report
From
Wright Water Engineers, Inc
To
DRMS
Permit Index Doc Type
Subsidence Report
Email Name
TAK
Media Type
D
Archive
No
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Fall 2008 Subsidence and Geologic Field Observations <br />Box Canyon, Apache Rocks, and South of Divide Mining Areas <br />visit. However, views of this area from the Sylvester Gulch road suggest that the rockfall may be <br />much older than originally considered, based on a comparison with the new rockfall/landslide. <br />The new rockfall/landslide shows a much lighter rock outcrop where the rockfall originated and <br />considerable disturbance of vegetation in the rockfall runout and landslide area as compared to <br />the area noted from the spring 2008 field visit (see Figure 5, 6 and 7). <br />As previously noted, Photographic Observation Point 8 was not visited. As a result, no <br />comparison photographs were obtained of the two active rockfall and landslide areas on the east <br />side of Box Canyon at Location 4 and 9. Non-photographic observations from more distant <br />locations found there to be little apparent change from observations made during our June 2008 <br />field visit. <br />5.1.1 Location 1 <br />This new rockfall/landslide area is over currently mined Longwall Panel 25 at about cross cut 12. <br />The B-seam overburden thickness at this location is about 650 feet. This is one of two locations <br />along the east side of Sylvester Gulch previously identified as a high rockfall hazard area due <br />presence of over-steepened slopes and exposed sandstone outcrops. <br />The source area for the rockfall is approximately 100-150 feet above the upper drill road (Figure <br />5). Although difficult to assess without direct observation and measurements, it appears that the <br />failure area is about 100 feet in laterally extent and approximately 200 feet from top of outcrop <br />failure area to the bottom of the landslide. Much of the failed sandstone outcrop appears to have <br />been retained (or captured) by the drill road (Figure 6). The estimated size of the largest <br />sandstone blocks is approximately 15 feet by 20 feet. <br />• <br />831-032.790 Wright Water Engineers, Inc. Page 18 <br />December 2008
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