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GENERAL33946
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Last modified
8/24/2016 7:55:40 PM
Creation date
11/23/2007 7:46:36 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
General Documents
Doc Date
11/16/1992
Doc Name
CROWN JEWEL PROJECT FN OK60-625
From
DEPT OF ECOLOGY
To
BATTLE MOUNTAIN GOLD CO
Media Type
D
Archive
No
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~1~.'- <br />' -5 • • <br />Mr. A. Walter Wise <br />Page 3 <br />November 6, 1992 <br />Include periodic borings, instrumentation and the excavation of test <br />trenches. The trenches are particularly valuable in providing a large <br />scale check on the data generated by instrumentation and boring programs. <br />Finally, if at same future time, the slimes within the zone critical to the <br />integrity of the embankment are found to be at or near saturation the DSS <br />will not accept the continued use of the Knight Pidsold upstream construction <br />method. Analyses, purporting to show that in a saturated state, t:he response <br />of the slimes to dynamic loading will limit crest settlements to some <br />acceptable level, will not be accepted as justification for the continued use <br />of the upstream method. Furthermore, saturated materials within t:he zone <br />critical to the integrity of the impounding barrier will have to to treated to <br />permanently stabilize them. <br />FURTHER CONDITIONS ON APPROVAL FOR UPSTREAM CONSTRIICTION METHOD <br />It must be recognized that the Knight Pi€sold upstream scheme is still a <br />variant of the upstream construction method. The upstream method historically <br />emplaced slimes in a state that has shown a relatively high susceptibility to <br />static and dynamic slope failures. In fact, the DSS would not allow the <br />construction of an impoundment utilizing conventional upstream embankment <br />practices over saturated slimes. Knight Pidsold's upstream construction <br />schema appears to address many of the obvious shortcomings of the conventional <br />upstream method. However, given the relatively recent development of this <br />technique and the magnitude of the project, some form of peer review of the <br />embankment scheme should be provided, in addition to the regulatory oversight <br />from the DSS. This independent oversight would take the form of as expert or <br />board of experts that review the plans and periodically review key phases of <br />the construction and project operation. To function effectively, that review <br />must be independent of the project engineer. Thus, the owner, not the <br />engineer, would be responsible for hiring the reviewer(s). <br />If you wish to discuss this matter, please call us at (206) 459-6046. <br />Sincerely, <br />-n~ c~ 5~,~(r <br />Melvin G. Schaefer, Ph.D, P.E. <br />Supervisor, Dam Safety Section <br />Water Resources Program <br />~_ <br />Jerald LaVassar, P.E. <br />Dam Safety Section <br />Water Resources Program <br />MCS:JL:dkh <br />cc: Donald East, Knight Pi~sold <br />Anne Baldrige, Battle Mountain Gold Co. <br />Craig Stiles, Battle Mountain Gold Co. <br />Robert Raforth, Ecology <br />Patricia Crumley, Ecology <br />Alan Czarnowsky, ACZ Inc. <br />
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