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Dames & Moore, 1999 - USDA Forest Service

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Railroad Creek and Copper Creek. The probability of an earthquake occurring sufficient enough to exceed<br />

the theoretical threshold for horizontal acceleration to initiate the shallowest movement is relatively<br />

moderate to high. However, the deeper hypothetical failure was found to be less likely.<br />

Erosion Potential<br />

Tailings Pile Slo~es<br />

Surface erosion of the tailings due to precipitation and wind results in a relatively minor amount of tailings<br />

material being transported down slope and down wind. The potential for erosion is highest for the steeper<br />

slopes of the tailings piles. The materials transported down slope have the potential for being delivered into<br />

Railroad Creek during storm events.<br />

The results of preliminary mapping conducted as part of the RI indicated that the distribution of wind-blown<br />

tailings deposited on the ground surface is generally limited to the area between the tailings piles and the<br />

confluence of Tenmile Creek and Railroad Creek. The maximum thickness of the deposits was noted to be<br />

generally less than several inches immediately north of the Railroad Creek, down wind of the piles. The<br />

thickness of the deposits decreased with the distance from the tailings piles, with the thickness near the<br />

mapped limits generally less than an inch.<br />

Existing Riurau<br />

The existing riprap was placed along Railroad Creek between 1989 and 1991 with the intent of preventing<br />

erosion of the tailings pile slopes by Railroad Creek. The majority of the existing riprap originated from a<br />

rock quarry in the eastern portion of the Railroad Creek watershed, near Dan's Camp. An assessment of the<br />

existing riprap was conducted as part of the RI.<br />

The results of the assessment indicated that a number of rocks exposed at the surface are in relatively poor<br />

condition and eroding relatively rapidly. The riprap of highest quality was observed at the northwest comer<br />

of tailings pile 2, immediately downstream of the Copper Creek confluence. at the location where it is most<br />

needed to prevent erosion by Railroad Creek. The majority of the remaining riprap was variable in quality<br />

and resistance to erosion.<br />

Further erosion of the riprap could reduce its effectiveness for preventing removal of the tailings materials<br />

by Railroad Creek during storm events. The implications of the eroding riprap are further discussed below<br />

in the Surface Water erosion section.<br />

8.2.2.4 Aquatic Reference Reaches<br />

The geology for the aquatic reference reaches is similar to the Railroad Creek geology, consisting primarily<br />

of metamorphic bedrock with igneous intrusives. The bedrock in the main stem of the Stehekin River<br />

drainage was scoured by a glacier that carved out the Lake Chelan Basin. The drainages in which the three<br />

reference reaches are located were carved by smaller glaciers and overlain by a combination of glacial and<br />

alluvial soils, similar to Railroad Creek. Similar to Railroad Creek, the bedrock is generally exposed along<br />

the valley walls and ridges, and less often within the stream drainages. The area also contains a number of<br />

economic mineral deposits similar to the Railroad Creek drainage, but none as extensive as the Holden mine<br />

deposit.<br />

\U)M~SEAI\VOLI\COMMOMWP\WPDATA\OOS\REPORTSWOLDEN-Z\RI\ 8-7<br />

17693-005-0 19Vuly 28.<strong>1999</strong>;10:24 AM;DRAFT FmAL RI REPORT

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