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Dames & Moore, 1999 - USDA Forest Service

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The test pits were excavated utilizing a track-mounted backhoe. The excavations were completed to a<br />

maximum depth of 19 feet bgs. The test pits allowed for the sampling of the subsurface materials for<br />

laboratory testing to assess engineering characteristics. The samples were also collected for analytical<br />

laboratory testing to characterize the metals concentrations. The results of the analytical testing are<br />

presented in Section 5.2.6.2.<br />

Additional test pits (DMTP3E-4 through 6) were completed to the east of tailings pile 3 to assess the area<br />

as a potential source of granular soil for remedial activities. Test pits (DMTPIS-1, DMTP2S-I and<br />

DMTP3S-1) were completed to the south of each tailings pile to assess the presence or absence of glacial<br />

till soils. The results of the borrow source evaluation are presented in Section 4.2.8.<br />

One test pit (DMTP1 E-1) was completed near the toe of the northeast comer of tailings pile 1, west of the<br />

confluence of Railroad Creek and Copper Creek, to assess ferricrete formation in Railroad Creek. Three<br />

additional test pits (DMP3E-1 through -3) were completed near the toe of the northeast comer of tailings<br />

pile 3 also to assess ferricrete formation. The results of the ferricrete assessment are presented in Section<br />

4.3.9.<br />

Winston Home Sites<br />

Seven test pit excavations (DMTPW-I through -7) were completed by a track-mounted backhoe in the<br />

Winston home sites area. The purpose of the test pits was to assess the presence or absence of petroleum<br />

hydrocarboris associated with the underground storage tanks (USTs) inventoried as part of the RI, and<br />

discussed in Section 4.1.2.6. One test pit was located immediately downgradient of each of the seven<br />

tanks identified at the downslope extent of the Winston home sites area (Figures 3.1 -2 and 3.1-5). Due to<br />

the Winston home sites area being part of the Holden Mine Historic District (USFS, 1991), the test pits<br />

were excavated immediately outside the mapped boundary.<br />

Test pits were not completed cross gradient to the area as the east and west boundaries of the Winston<br />

home sites Historic Area are not clearly defined. The characteristics of the subsurface soils were<br />

documented, as well as the presence or absence of petroleum hydrocarbons based on visual and olfactory<br />

indications. The program included the sampling of soil in the event that indications of petroleum<br />

hydrocarbons were observed; however, no indications of petroleum hydrocarbons were noted and,<br />

therefore, no laboratory analyses were conducted. A discussion of the geologic conditions is presented in<br />

Section 4.2.3.<br />

3.1.4 Borrow Source Evaluation<br />

A borrow source evaluation was conducted with the objective of identifying possible and likely sources of<br />

rock "riprap" (rock used for streambank erosion protection) and granular soil within the Site vicinity.<br />

Referring to Figure 3.1-6, the study area was limited to those portions of the Railroad Creek watershed<br />

outside the Glacier Peak Wilderness and Holden Village areas which were considered to be a reasonable<br />

distance from the existing roads, and not constrained by physiographic features such as Railroad Creek<br />

and steep slopes. Site visits to the areas identified during a literature and aerial photograph review were<br />

completed to map and sample the outcrops of rock and/or deposits. Materials currently on the Site were<br />

evaluated for potential use as a borrow source in addition to materials in other areas of the Railroad Creek<br />

drainage. The mapping focused on the rock type, competency, fracturing and weathering characteristics,<br />

and potential quantities of overburden and material. The relative character of.the rock was determined<br />

G:\wpd.la\O05hponlUlaldcn-2\riU-O.doc 3-5 DAMES & MOORE<br />

17693-005-019Uuly 19. <strong>1999</strong>;2:07 PM:DRAFT FINAL RI REPORT

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