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2010-12-21_REPORT - M1977004
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2010-12-21_REPORT - M1977004
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Last modified
8/24/2016 4:28:12 PM
Creation date
1/3/2011 11:38:04 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977004
IBM Index Class Name
REPORT
Doc Date
12/21/2010
Doc Name
2010 annual geotechnical report
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DRMS
Email Name
RCO
Media Type
D
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<br />Homastaka 2010 Geotechnical Observations <br />Pitah Raclamati? . P- act Indian Creek and Tie Camp Creek Waste Rock Dumps <br />e) "10600 -10400" Level <br />Site Description: Identical to that of past reports for 1996 through 2009. <br />2010 Observations: Piezometer IC10440 was located in this area; however, it was lost in <br />September 1996. Piezometer IC10525 is also representative of this area of the waste rock <br />dump. The 2010 data for that piezometer was described in the previous section. <br />-? f) "10400 - 10370" Level <br />Site Description: Identical to that of past reports for 1997 through 2009. During 1997, <br />Homestake reconstructed the face of the permanent low-grade stockpile located on the <br />Indian Creek Waste Rock Dump. The purpose of the slope reconstruction was to reduce the <br />potential for infiltration and promote more rapid runoff from the slope. No seepage was <br />observed in this area in 2010. <br />2010 Observations: The 2010 field observations are similar to those reported in past <br />reports. Piezometer IC10360 is located in this area. Water levels in this piezometer <br />averaged about 221.43 feet bgs in 2010, with a seasonal fluctuation of 9.98 feet. Despite a <br />record snow pack in 2009 and a heavy snow pack in 2008, the water level rise in IC10360 <br />over the past three years is below the levels recorded from 2002 through 2007. The total <br />depth of this piezometer is 260 feet and the thickness of the dump is approximately 240 <br />feet. <br />During the winter of 2007, wildlife knocked off the casing of piezometer IC10370 and kicked <br />debris into the 2 inch pipe. Prior to this time, the piezometer had never shown seasonal <br />water levels fluctuations greater than one foot, with the averaged water level of 190.7 feet <br />bgs. The bottom of this piezometer is 192 feet bgs. In 2009, the piezometer was flushed <br />with pressurized water to within three feet of its historical depth of 192 feet bgs. Now the <br />total depth is approximately 189 feet bgs. In 2010 the water level rise was less than a foot <br />and consistent with its historic behavior. <br />g) "10300 - 10100" Level <br />Site Description: The Indian Creek Waste Rock Dump was regraded in 1994 following <br />procedures approved in the February 1994 Technical Revision. During 1995, several minor, <br />localized areas of slope instability were noted, corrected, and reported in the 1995 Annual <br />Geotechnical Report. <br />2010 Observations: Field observations indicate that the repairs performed in 1995 were <br />successful and no new areas of surficial instability (slips) were observed from 1996 through <br />2010. Piezometer IC10300 is located in this area. Field records indicate that the 10300 <br />piezometer was originally drilled to a total depth of 210 ft. The final depth of the installation <br />was not recorded in the field record at that time. Inspection of IC10300 in 2008 indicated <br />that the bottom of the standpipe had become filled with silt to a depth of about 180 ft. bgs, <br />as indicated by sounding the total depth of the standpipe. A steel surge block was lowered <br />into the standpipe, and rather than encountering a blockage, the surge block became <br />partially submerged in the slurry-like material, which covered the steel surge block when it <br />was returned to the surface. It was concluded that the water levels recorded over the <br />previous few years were from a small interval of water perched on the silt in-filling, and <br />because of the blockage in the standpipe, not indicative of water levels in the underdrain. <br />Homestake Pitch Reclamation Project Page 2 <br />2010 Annual Geotechnical Report December 20, 2010 <br />M-1977-004HR 2010AnnualGeotechnicalReportText_Final.doc
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