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DWR_3391215
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DWR_3391215
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Last modified
2/20/2019 7:33:20 AM
Creation date
2/20/2019 7:33:00 AM
Metadata
Fields
Template:
Dam Safety
Document Date
6/17/1981
Document Type - Dam Safety
Report
Division
3
Dam ID
200224
Subject
HOMESTAKE TAILING POND, LOWER DAM - LETTER REPORT, PHASE I REMEDIAL MEASURES
DWR Send/Recipient
DSB
Outside Send/Recipient
DAPPOLONIA CONSULTING ENGINEERS, INC.
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A <br />Mr. Thomas M. Robertson 3 June 17, 1981 <br />• Boring logs prepared by Envirologic Systems, Inc., <br />as part of a piezometer installation program in <br />1979. <br />• Well installation logs for the dewatering <br />Lwells constructed in 1979. <br />• Geologic information on the area published in <br />the literature. <br />• Observations made during a site visit on <br />March 3, 1981. <br />The Lower Tailings Dam and Pond are situated on a south slope of a <br />relatively steep hillside in a shallow valley. The bedrock in this area <br />is part of the Creede Formation which is composed of stream, lake and <br />pyroclastic deposits, the result of volcanic activity in the San Juan <br />region. The Creede Formation consists of sandstones and siltstones which <br />are fractured and faulted in the area. <br />The hillside on which the Lower Tailings Dam is located is reported as <br />being extensively faulted, however, the faulting in the area has been <br />inactive for some time and no faults in the immediate dam area have been <br />discussed in existing formation. Faults mapped in the area north of the <br />site generally run north -south or northwest to southeast. Since the dam <br />axis runs east -west, the downstream seepage is in the general direction <br />of the identified faults. It is possible that unidentified faults exist <br />C beneath the pond and/or the dam. <br />The soils which overlie the Creede Formation consist of interbedded <br />alluvial sands, silts, and clays, with some gravel. The investigation of <br />the surface and subsurface soil conditions in the pond area conducted by <br />Lincoln-DeVore in 1974 identified three general soil types of significant <br />quantity; a silty sand which was classified as "pervious" and "extremely <br />111 permeable" in its native state, a clayey sand of low permeability, and a <br />silty clay of low permeability. The boring logs show that the soil <br />profile consists of alternating layers of pervious (silty sand) and <br />impervious (clayey sand and/or silty clay) soil layers. The pervious. <br />soil layers may be continuous from the reservoir area under the dam and <br />downstream of the dam. The geologic cross section along the cutoff <br />` trench identifies several pockets of coarse gravel. These coarse gravel <br />.deposits, which probably have high permeabilities, are 0 to 5 feet below <br />the surface. In some locations, they are intersected by the cutoff <br />trench; in other locations, they appear to pass beneath the cutoff <br />trench. The Creede Formation is directly below these coarse gravels <br />at several points along this cross section. <br />r <br />Alluvial deposits along the stream channel in the reservoir area, in the <br />vicinity of the dam, and downstream of the dam have been identified from <br />aerial photographs and the topography of the area. The interpreted areal <br />extent of the alluvial deposits is shown in Figure 2. The alluvial <br />deposits along the stream channels are estimated to range from 10 to 30 <br />feet deep. Although all of the soils throughout the dam and reservoir <br />D!_NIID11D0ff-,1➢17� NTI A <br />
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