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GENERAL42342
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GENERAL42342
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Entry Properties
Last modified
8/24/2016 8:10:56 PM
Creation date
11/23/2007 11:43:56 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
General Documents
Doc Date
11/14/1997
Doc Name
GEOTECHNICAL REPORT SYLVESTER GULCH SITE DEVEOLPMENT 11/4/97 - 11/10/97
From
MOUNTAIN COAL CO
To
MLR
Permit Index Doc Type
EXPLORATION
Media Type
D
Archive
No
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l^ w <br />Reporting Period November 4, 1997 -November ] 0, 1997. <br />Landing #2 Road: The light-use road to Landing #2 was inspected on November 7. Soil cut and <br />fill slopes remain stable throughout the length of the road, and hydroseeding of these slopes has been <br />completed. Drainage ditches and berms are in place and functional. <br />Dewatering Borehole Road: Minor water seepage continues on the east side cut slope as reported <br />previously. Survey monuments installed above the cut slope and french drain continue to show a very <br />minor northward creep. Monitoring will continue. <br />Substation Slooe: Visual observations and survey data for the slope above the substation indicates <br />surface movement is continuing at a slow and gradual pace, with incremental movements decreasing <br />over time. No advancement of the head scarp further upslope and into the Landing #2 Road was <br />observed. The completed mid-slope french drain appears to be functioning effectively. The first <br />comparative survey of the midslope inclinometer/piezometer set described last week (Inclinometer 1-26) <br />indicates the slip plane for this slope is at approximately 20 feet below ground surface, and the <br />groundwater level is 36 feet below ground surface. Since bedrock depth is at 50 feet, this provides <br />some confirmation for our previous assumptions that the failure on this slope is relatively shallow. <br />MCC will continue to monitor this slope. <br />Shaft Site # 1 and #2: The compacted soil buttress installed to stabilize the shallow slope failure on <br />the steep cut slope south of Shaft #1 was observed on November 7 and November l0. The buttress <br />appears solid and no new movement was visually detected. Slopes to the east side of the buttress area, <br />and the surficial slide area reported previously also appear stable. Visual monitoring and collection of <br />surface survey data will continue. <br />If you have any questions or concerns, please feel free to contact me at (970) 929-2207. <br />Sincerely, <br />~ w 7~.~ <br />Eric W. Mende, P.E. <br />E-Seam Project Civil Engineer <br />EWM/mer <br />Attachment <br />xc: Christine Johnston -MCC w/o Attachment <br />Phil Schmidt -MCC w/o Attachment <br />Steve Westbay -Gunnison County w/o Attachment <br />File w/Attachment <br />
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