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REP37605
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REP37605
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Entry Properties
Last modified
8/25/2016 12:16:40 AM
Creation date
11/27/2007 7:48:46 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
Report
Doc Date
4/10/1995
Doc Name
BATTLE MOUNTAIN RESOURCES INC-SAN LUIS-DMG PN M-88-112
From
BATTLE MOUNTAIN RESOURCES INC
To
DMG
Media Type
D
Archive
No
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STEPPE. BERTSON AND KIRSTEN <br />~. <br />MEMORANDUM {+-t~E~!!~D <br />'qpR 10 1995 <br />TO: Alaua Scoa, BMRI ~I~IS~cn u. ~,unera 5 $ Geology <br />FROM: ~ck Frechelte and Dave Hallman - SRK <br />DATE: September 16, 1994 <br />SUBJECT: SFpTE11IBER 3RD SITE INSPF.CfION <br />1.0 INTRODUCTION <br />The purpose of this memo is to document SRK's visit to site on 3 September, 1994, for the purpose of <br />inspecting the tailings embanlmtent subsequent to the report of an intense rainfall event. Reportedly, a <br />1.5-inch storm event occurred the eight of 1 September, 1994. Battle Mountain Resources, Inc. (BMRI) <br />contacted SRK the morning of 2 September, 1994. A visit was arranged for the following morning since <br />all flights from Denver to Ala~sa were booked that afternoon. <br />2.0 OBSERVATIONS <br />The following general observations were made regazding the conditions at the tailingsiimpoundmeat: <br />• A concave, cirailaz crack in the upstream portion of the embankment nest, neaz the north <br />abutmem was evident (Photos 1 and 2); <br />• The crack comprised a 100 ft azc length within the upstream half of the crest width.lhere were <br />no disceroable signs of cracking of the upstream fill slope or heaving of the tailings at the tce of <br />the slope (Photo 3). <br />• The maximum opening of the crack was oa the order of two inches, and in general was less than <br />t2-inch; <br />• There was no appazent elevation differences on either side of the crack, <br />• Some erasion of the dam's "groin' area at the North abutment just downstream pf the crest was <br />noticed, and it was observed that the outside edge of the liner was not anchored (Photo 4); <br />• Erosion galleys were observed on the upstream embankment face and impoundment perimeter; <br />
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