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2010-05-03_REPORT - C1980007 (9)
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2010-05-03_REPORT - C1980007 (9)
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Last modified
8/24/2016 4:11:12 PM
Creation date
5/3/2010 10:50:51 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
REPORT
Doc Date
5/3/2010
Doc Name
2009 Subsidence 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 2009 Subsidence and Geologic Field Observations <br />Box Canyon, Apache Rocks, and South of Divide Mining Areas <br />• 5.24 Photographic Observation Point 11 <br />This particular location has been visited on many occasions and assigned different location <br />numbers each time. For that reason, this location was established as Photographic Observation <br />Point 11 so that continued observations and imagery can be obtained to assess changes that may <br />occur over an extended period of time. This location was not visited and photographed during <br />the fall 2009 field visit. <br />It should be noted that no noticeable changes have been observed in this rockfall area since <br />annual observations were initiated in the summer of 2006. <br />5.25 Traverse N-N' <br />Traverse N-N' begins at the fork in the Deer Creek and Dry Fork roads and continues southward <br />up the Deer Creek road to a locked gate near two stock water tanks in the upper Deer Creek <br />drainage near the middle of the NW'/ of Section 4, Township 14 South, Range 90 West (see <br />• Maps 2 and 4). <br />This traverse starts above the main mine haulageway along the west side of Longwall Panel E3. <br />It continues southward across Panels E4 and E5 (Map 2). The overburden depth to the E-seam <br />varies from 400 to 500 feet thick. Mostly light reddish gray to light brown soil and alluvium (but <br />some colluvium) derived primarily from clay and silt of the Wasatch Formation was observed <br />along the traverse. <br />The estimated thickness range of the soil, alluvium, and local colluviu:m in the Deer Creek Valley <br />is 50 to 150 feet. This material is expected to yield without cracking during the mining of <br />Longwall Panels E3 through E6. <br />Surface flow in Deer Creek was observed to be approximately 5 gpm near N' (with 1-2 gpm <br />diverted through the stock tanks), about 1-2 gpm near the middle of the traverse, and non- <br />existent at the mouth of the drainage even though there is no current mining in the area. The <br />831-032.791 Wright Water Engineers, Inc. Page 71 <br />April 2010
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