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2010-02-02_REPORT - M1973021 (2)
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2010-02-02_REPORT - M1973021 (2)
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Last modified
8/24/2016 3:59:14 PM
Creation date
2/4/2010 7:26:03 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1973021
IBM Index Class Name
REPORT
Doc Date
2/2/2010
Doc Name
Geotechnical Addendum- 2009 Annual Report
From
Aggregate Industries-WCR, Inc.
To
DRMS
Permit Index Doc Type
Annual Fee/Report
Email Name
DB2
Media Type
D
Archive
No
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5.3 South Ouarry <br />Mining in the South Quarry in 2009 appeared to adhere to the mine plan and extended the <br />quarry depth to an approximate elevation of 6700. Rock observed in the highwalls <br />consisted primarily of granitic gneiss with localized areas of biotite gneiss. Rock exposed <br />at elevation 6820 and portions of the rock exposed at elevation 6760 appeared fresh to <br />slightly weathered. Rock exposed above elevation 6820, portions of rock exposed at <br />elevation 6760, and rock exposed at elevation 6700 appeared slightly to moderately <br />weathered. Highwall orientations are both north to south (east facing) and east to west <br />(north and south facing) and foliation and joint orientations are favorable with respect to <br />this highwall development plan. Current mine slopes are being excavated steeper than the <br />default slope configuration utilizing 11/2:1 highwall height to bench width (60 foot <br />highwalls to 40 foot benches). Rock observed in the highwalls was predominantly <br />competent with the following exceptions: <br />• Bench 6880 stations 4+00 to 4+75 consisted of granitic gneiss with a jointset <br />dipping out of the highwall face creating minor potential for plane failure. <br />• Bench 6760 stations 8+75 to 13+60 consisted of a granitic gneiss with a jointset <br />dipping out of the highwall face creating minor potential for plane failure. <br />Based on our observations the overall slope conditions for the steeper slope configuration <br />are considered stable and warrant primarily operational considerations. <br />-9- <br />Morrison Quarry Annual Report 2009 February 2010 <br />P:\23514\133-23514-10003\Deliverables\Deliv-0l-Annual Report\Annual_Report_2009_Geotech, 1-25-10.doc
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