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GENERAL34519
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Last modified
8/24/2016 7:55:57 PM
Creation date
11/23/2007 7:57:40 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
General Documents
Doc Date
10/30/1997
Doc Name
GEOTECHNICAL REPORT SYLVESTER GULCH SITE DEVEOLPMENT 10/20/97 - 10/27/97
From
MOUNTAIN COAL CO
To
MLR
Permit Index Doc Type
EXPLORATION
Media Type
D
Archive
No
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f. <br />Reporting Period October 20, 1997 -October 27, 1997 <br />3 <br />Dewaterine Borehole Road: The french drain above the top of the redesigned cut slope, bulk <br />excavation, and rough grading for the entire revised access road alignment were completed. Final slope <br />grading is in progress. Minor water seepage continues on the east side cut slope as reported <br />previously. Survey monuments installed above the cut slope and french drain show a very minor <br />northward creep. Monitoring will continue. <br />Substation Slooe: Visual observations and survey data for the slope above the substation indicate <br />movement is continuing at a slow and gradual pace, with incremental movements decreasing over time. <br />No advancement of the head scarp further upslope and into the Landing #2 Road was observed. The <br />completed mid-slope french drain appears to be functioning effectively. Installation of a mid-slope <br />inclinometer/piezometer set, as recommended by Barr Engineering, is th progress. Monitoring will <br />continue. <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 October 27. The buttress appears solid and no <br />new movement was visually detected. Slopes to the east side of the buttress area are also stable, <br />however, a new surficial slide approximately 20' high by 50' long occurred approximately 200' to the <br />west of the buttress, directly upslope from the lower baffled apron structure. This slide mass occurred <br />where the slope had been cut back for installation of the lower sediment ditch baffled apron, and <br />appears to have slid on the bedrock layer that is visible further east. Topsoil was salvaged and <br />transported to the topsoil pile east of the return shaft bench. The subsoil portion of the slide mass was <br />moved to the side and will be replaced as a buttress behind the ditch/batfled apron this week, after <br />these facilities are completed. Visual monitoring and collection of 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 />• ~~ <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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