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REP10582
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REP10582
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Entry Properties
Last modified
8/24/2016 11:40:01 PM
Creation date
11/27/2007 12:28:05 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977378
IBM Index Class Name
Report
Doc Date
4/19/1991
Doc Name
GEOTECHNICAL SERVICES
Media Type
D
Archive
No
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' Tailings Pond No • • <br />Sunnyside Mine <br />Silverton, Colorado <br />Project No. 3120K114 <br />r Geologic Historv; The Sunnyside Mine Tailings Pond No. 2 is <br />located in the western mountain province, 2 miles north of <br />Silverton, Colorado. The San Juan Mountains in the western <br />mountain province are believed to be tectonically stable. No <br />' known neogene faults are noted in "Earthquake Potential in <br />Colorado, Bulletin 43." Neogene faults are faults which were <br />active in the last 28 million years. In areas which are remote <br />from known faults, a horizontal acceleration equal to 10% of <br />' gravity (0.1g) is generally used in stability analysis to <br />simulate potential seismic conditions. <br />' The closest potentially active faults are the Ridgeway Fault, <br />and the zone of faulting associated with the Lake City Caldera <br />' collapse, as found in, "Earthquake Potential in Colorado, <br />Bulletin 43." The Ridgeway Fault is approximately 25 miles <br />,' north of the site. The Ridgeway Fault is Quaternary in age. <br />Quaternary faults are faults active in the last 2 million <br />' years. The faults associated with the Lake City Caldera <br />collapse are considered non-tectonically active. <br />' The closest recorded earthquakes to the site were located at <br />Silverton, Colorado. Recorded earthquake intensities are <br />' approximately IV on the modified Mercalli intensity scale. <br />Based on the literature reviewed, the highest probable rock <br />' acceleration value assigned in Colorado was 0.07g, in the <br />southwest portion of the state. <br />' Material Properties: The on-site clayey silts, or sliR:es, on <br />the interior of the pond exhibit properties of none to low <br />' cohesion and low to moderate angles of internal friction. The <br />outer materials in the pond which consist of silty sands, or <br />' the sand fraction of the tailings, had none to low cohesion and <br />moderate to moderately high angles of internal friction. The <br />' -5- <br /> <br />
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