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GENERAL55763
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Last modified
8/24/2016 8:40:44 PM
Creation date
11/23/2007 10:45:20 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
General Documents
Doc Date
12/31/1997
Doc Name
GEOTECHNICAL REPORT SYLVESTER GULCH SITE DEVELOPMENT 12/16/97 - 12/23/97
From
MOUNTAIN COAL CO
To
MLR
Permit Index Doc Type
EXPLORATION
Media Type
D
Archive
No
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,~ <br />Reporting Period December 16, 1997 -December 23, 1997 <br />2 <br />DewaterinR Borehole Road: Slopes are snow covered and frozen. Minor water seepage continues <br />on the east side cut slope as reported previously. Survey monuments installed above the cut slope and <br />french drain continue to show a very minor northward creep. <br />Substation Slopes: Visual observations and survey data for the slope above the substation indicates <br />surface movement is continuing, although incremental movements have decreased substantially with the <br />frozen ground conditions. No advancement of the head scarp further upslope and into the Landing #2 <br />road was observed. The inclinometer installed on the Landing #2 road above the slope (I-24) vvas read <br />on 12/17/97 and shows no incremental movement. The inclinometer installed northeast of the <br />substation near the triple pole structure (I-23) was read on 12/22/97 and shows a minor incremental <br />movement at approximately 6-8 feet below ground surface. Monitoring of these inclinometers will <br />continue on at least a monthly basis. <br />Shaft Site # 1 and #2: Slopes, including the compacted soil buttress installed to stabilize the <br />shallow slope failure on the steep cut slope south of Shaft #1 are snow covered and frozen. No <br />indications of movement were detected. <br />DewaterinQ Facilities Area (New Reporting Area) <br />Inclinometers 1-13 (below the site) and 1-14 (above the site) were surveyed on 12/22/97 and 12/17/97 <br />respectively. Minor deflections at and just below ground surface level were detected th both locations. <br />Based on a review of the displacement logs, these minor deflections are attributed to movement of the <br />surface casing and to the recent change in personnel and equipment. (NOTE: MCC has purchased <br />inclinometer monitoring hardware/software and is now performing these surveys with in house <br />personnel.) No obvious shear zones are evident on the displacement logs. Monitoring of these <br />inclinometers will continue on at least a monthly basis, and future surveys will verify whether true <br />movement is occumng. <br />If you have any questions or concerns, please feel free to contact me at (970) 929-2207. <br />Sincerely, <br />mow. <br />Eric W. Mende, P.E. <br />E-Seam Project Civil Engineer <br />EW M/mer <br />Attachment <br />xc: Christine Johnston -MCC w/o Attachment <br />Phil Schmidt -MCC w/o Attachment <br />Gunnison Counry w!o Attachment <br />File w/Attachment <br />
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