Dames & Moore, 1999 - USDA Forest Service
Dames & Moore, 1999 - USDA Forest Service Dames & Moore, 1999 - USDA Forest Service
elevated metals based on field screening methods, and the vehicle bridge north of the former mill facility. The second EM line (EM-2) was completed in the western portion of the Site upslope from the valley bottom and proceeded west to merge with the lower line. The second area evaluated utilizing the EM survey methods was immediately east of tailings pile 3. The EM line (EM-3) was nearly north-south in orientation, paralleling the seismic line E-E'. The results of the EM survey are presented in Section 4.4.3.3 (under "Groundwater Flow in Native Materials" and "Groundwater Flow in Western Portion of Site") and Appendix A. 3.3.1.7 Tailings Pile Surface Percolation Testing Percolation tests were performed at three locations on tailings pile 2 to evaluate the infiltration rates of water at the surface of the tailings piles. The three tests were located near or on seismic line C-C', situated in a north-south direction west of the center of the tailings pile (Figure 3.3-2). One of the tests was performed in the bottom of the surface water interceptor trench (installed by the USFS as part of the tailings pile rehabilitation project) located in the southern portion of the tailings pile (DMTP-3). The remaining two tests were conducted within the surface of the tailings piles (DMTP-1 and DMTP-2). Six- inch-diameter steel pipes were placed vertically within the surface materials and falling head methods were utilized. Constant head methods were 'not used due to difficulties in accessing a water supply sufficient to provide a constant head. The results of the percolation tests completed by Dames & Moore are presented in Section 4.4.3.1 under "Tailings Materials" and Appendix G. The results of percolation tests completed by Hart Crowser in 1975 are presented 'in Appendix E. 3.4 TASK 4 - FLOCCULENT AND SEDIMENT 3.4.1 Railroad Creek and Lake Chelan Sediment 3.4.1.1 Railroad Creek i Referring to Figures 3.4-1 and 3.4-2, the sediments within Railroad Creek have been evaluated by others within the recent past (Johnson, et al, 1997; Huntamer, 1997; USGS, 1994). The data collected from these studies were agreed upon by the Holden Mine RIIFS Technical Advisory Group to be sufficient and of adequate data quality for use in RI characterization of Railroad Creek, and to preclude additional sampling during the RI field programs. 3.4.1.2 Lake Chelan I Sediment near the mouth of Railroad Creek, within Lake Chelan was evaluated by others in 1989 (Patmont, et al.). Referring to Figures 3.0-1, 3.4-3 and 3.4-4, and Tables 3.0-1 (under "Sediment") and 3.2-5, sediment samples were also collected by Parametrix, Inc., under subcontract to Dames & Moore in 1998 within the Lucerne Bar portion of Lake Chelan, near the mouth of Railroad Creek, and at a reference location at Stehekin (at the north end of Lake Chelan) to further evaluate sediment quality associated with sediment transport from Railroad Creek. Twelve discrete samples (1-1 through 5-1) were collected at Lucerne Bar (Figure 3.4-3). Seven of the samples were collected approximately 50 feet below the surface of the lake. The remaining five samples were collected approximately 150 feet below the surface of the lake. The G:\wpdata\OOSk~nrUl0lden-2\riU-O~dw 17693-005-019Uuly 19. 1999;2:07 PM;DRAR FINAL R1 REPORT
samples were collected utilizing either Van Veen or Eckrnan samplers deployed from a boat. A second survey was conducted and a video of the surface of the bar was taken before sampling was completed in order to determine the sampling locations. The locations of the sonar and video survey. as well as the sampling locations, were civil surveyed using existing onshore features as references. An additional six discrete sediment samples (1 through 4 and two duplicates) were collected near the mouth of the Stehekin River near the community of Stehekin at the northern end of Lake Chelan (Figure 3.4-4). All of the samples were collected at a depth of approximately 50 feet below the surface of the lake. A sonar survey was conducted prior to sampling in order to select the sampling locations. The locations of the sampling stations were civil surveyed in the field. All Lake Chelan sediment samples collected were analyzed for metals (aluminum, arsenic, cadmium, copper, iron, lead, manganese, and zinc) and acid volatile sulfides (AVS), grain size, total organic carbon (TOC), total solids, pH, and total volatile solids. The results of the laboratory analyses are presented in Section 5.5. 3.4.2 portal Drainage and Railroad Creek Flocculent Several samples of flocculent, which are not considered sediment, but assist in characterizing the Site chemical'processes, were collected by Dames & Moore and others at select stations in Railroad Creek. In addition, the USGS (1994) collected samples of sediment concentrate; the sampling method included the collection of the sediment sample and screening of the larger materials. The concentrate samples were analyzed for geochemical purposes but did not follow standard sediment sampling protocol. The results of the laboratory analyses are presented in Section 5.6. The collection of portal film samples from the portal drainage near the 1500-level main portal was added to the field program at the request of the agencies during the RI (Figure 3.4-2). Samples were collected in July and October 1997. In addition, flocculent was collected from the substrate within Railroad Creek at three different locations between the area immediately upstream of the confluence with Copper Creek (RC-9), at the northeastern corner of tailings pile 3 (RC-2), and approximately 114 mile downstream of tailings pile 3 (RC-5) (Figures 3.2-1 and 3.4-2). The samples were collected to evaluate the chemistry of the flocculent material and in order to assess the geochemical processes associated with the formation of the material. The samples were obtained from precipitate and flocculent that had coated streambed cobbles, and were sampled by mechanically dislodging'the flocculentlprecipitate coating from the cobble into a sample jar. After collection, the sample was allowed to settle and the water decanted from the sample jar. The precipitate/flocculent was analyzed for total metals (aluminum, arsenic, barium, beryllium, cadmium, calcium, chromium, copper, iron, lead, magnesium, manganese, molybdenum, nickel, potassium, silver, sodium, thallium, uranium, and zinc). The results of the laboratory analyses are presented in Section 5.6. 3.4.3 Railroad Creek Streambed . Referring to Figures 3.4-1 and 3.9-1, the characterization of sediment in Railroad Creek was qualitatively assessed at each aquatic habitat sampling station (see Section 3.9), and during the initial geomorphologic survey of the creek. Observations included mapping dominant bed material (based on observation and G:\wpda~\00~\rc~odoldcn-2\ri~O~d0~ 17693-005-OI9Wuly 19. 1999;2:07 PM;DRAFT FINAL RJ REPORT
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samples were collected utilizing either Van Veen or Eckrnan samplers deployed from a boat. A second<br />
survey was conducted and a video of the surface of the bar was taken before sampling was completed in<br />
order to determine the sampling locations. The locations of the sonar and video survey. as well as the<br />
sampling locations, were civil surveyed using existing onshore features as references.<br />
An additional six discrete sediment samples (1 through 4 and two duplicates) were collected near the<br />
mouth of the Stehekin River near the community of Stehekin at the northern end of Lake Chelan (Figure<br />
3.4-4). All of the samples were collected at a depth of approximately 50 feet below the surface of the<br />
lake. A sonar survey was conducted prior to sampling in order to select the sampling locations. The<br />
locations of the sampling stations were civil surveyed in the field.<br />
All Lake Chelan sediment samples collected were analyzed for metals (aluminum, arsenic, cadmium,<br />
copper, iron, lead, manganese, and zinc) and acid volatile sulfides (AVS), grain size, total organic carbon<br />
(TOC), total solids, pH, and total volatile solids. The results of the laboratory analyses are presented in<br />
Section 5.5.<br />
3.4.2 portal Drainage and Railroad Creek Flocculent<br />
Several samples of flocculent, which are not considered sediment, but assist in characterizing the Site<br />
chemical'processes, were collected by <strong>Dames</strong> & <strong>Moore</strong> and others at select stations in Railroad Creek. In<br />
addition, the USGS (1994) collected samples of sediment concentrate; the sampling method included the<br />
collection of the sediment sample and screening of the larger materials. The concentrate samples were<br />
analyzed for geochemical purposes but did not follow standard sediment sampling protocol. The results<br />
of the laboratory analyses are presented in Section 5.6.<br />
The collection of portal film samples from the portal drainage near the 1500-level main portal was added<br />
to the field program at the request of the agencies during the RI (Figure 3.4-2). Samples were collected in<br />
July and October 1997. In addition, flocculent was collected from the substrate within Railroad Creek at<br />
three different locations between the area immediately upstream of the confluence with Copper Creek<br />
(RC-9), at the northeastern corner of tailings pile 3 (RC-2), and approximately 114 mile downstream of<br />
tailings pile 3 (RC-5) (Figures 3.2-1 and 3.4-2). The samples were collected to evaluate the chemistry of<br />
the flocculent material and in order to assess the geochemical processes associated with the formation of<br />
the material.<br />
The samples were obtained from precipitate and flocculent that had coated streambed cobbles, and were<br />
sampled by mechanically dislodging'the flocculentlprecipitate coating from the cobble into a sample jar.<br />
After collection, the sample was allowed to settle and the water decanted from the sample jar. The<br />
precipitate/flocculent was analyzed for total metals (aluminum, arsenic, barium, beryllium, cadmium,<br />
calcium, chromium, copper, iron, lead, magnesium, manganese, molybdenum, nickel, potassium, silver,<br />
sodium, thallium, uranium, and zinc). The results of the laboratory analyses are presented in Section 5.6.<br />
3.4.3 Railroad Creek Streambed .<br />
Referring to Figures 3.4-1 and 3.9-1, the characterization of sediment in Railroad Creek was qualitatively<br />
assessed at each aquatic habitat sampling station (see Section 3.9), and during the initial geomorphologic<br />
survey of the creek. Observations included mapping dominant bed material (based on observation and<br />
G:\wpda~\00~\rc~odoldcn-2\ri~O~d0~<br />
17693-005-OI9Wuly 19. <strong>1999</strong>;2:07 PM;DRAFT FINAL RJ REPORT