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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 />t Silverton, Colorado <br />Project No. 3120K114 <br />' or slimes. Boulder Creek was flowing at the time of our field <br />investigation, and discharges to the Animas River to the <br />south. Tailings placement into Pond 2 has been discontinued <br />for some time. When constructed, the tailings were placed by <br />' an upstream deposition method. Tailing was discharged <br />hydraulically at the outside crest of the pond and allowed to <br />' flow toward the rear. With this method, gravity was used to <br />create a deposition change in gradation of the tailing Erom the <br />front to rear of the pond. The coarse grained, or sand <br />' fraction of tailings settled out first at the front exterior <br />perimeter, while the clay or silt sized (slime) fraction was <br />' carried hydraulically to the rear. As the height of the pond <br />was raised, portions of the sand fraction were successively <br />' placed over the slimes. Pond water, from the hydraulic <br />deposition, was decanted off of the pond. At the time of our <br />field investigation the surface of the pond was dry. <br />SCOPE OF SERVICES <br />The scope of our services was to provide analysis of the <br />' present stability of Tailings Pond No. 2, and to analyze <br />stability for the proposed configuration planned during <br />' reclamation. These plans entail reconstruction of the existing <br />slope on the tailings pond to 2:1 (horizontal to vertical). <br />This will be accomplished by removing existing materials on the <br />face of the pond to the proposed configuration. Tailings <br />excavated in this manner will be placed on the top surface of <br />' the pond. <br />' The services provided by Western Technologies included: <br />' o Field reconnaissance by engineering staff; <br />' o Drilling and sampling of borings on the site; <br />-2 <br />
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