Dames & Moore, 1999 - USDA Forest Service
Dames & Moore, 1999 - USDA Forest Service Dames & Moore, 1999 - USDA Forest Service
a The Copper Creek diversion accounted for approximately 5 percent or less of cadmium and copper, and approximately 3 percent or less of zinc loading to Railroad Creek during the spring and fall sampling events. The majority of the metals loading within this drainage appears to be attributed to seepage from the east waste rock pile (seep SP-8 which flows to become SP-19), and groundwater flow from the west portion of the site. The concentrations of metals within Copper Creek below the drainage ditch confluence were below surface water aquatic life criteria values. a Two seeps (SP-1 and SP-2) appear to flow year round from near the base of the tailings pile. The seeps appear to represent groundwater exiting from the tailings pile. Each of the two seeps account for approximately 1 percent or less of dissolved cadmium, copper and zinc loading to railroad Creek and approximately 10 to 11 percent of the dissolved iron loading to Railroad Creek during the spring snow melt period. In contrast steeps SP- 1 and Sp-2 each account for approximately 0 percent of dissolved cadmium and copper, approximately 1 percent or less dissolved zinc, and approximately 2 percent or less of the dissolved iron loading to Railroad Creek during the fall period. Tailings Piles 2 and 3 a The surface water diversion ditches on the surface of tailings piles 2 and 3 do not appear to contribute significant loading of dissolved metals to Railroad Creek. Concentration of dissolved cadmium, copper and zinc are above surface water aquatic life criteria at seep SP- 21 year round. However, the majority of the metals loading at this location appears to be groundwater in the form of seeps flowing from the east end of tailings pile 3. a Two seeps (SP-3 and SP-4) appear to flow year round from near the base of tailings piles 2 and 3, respectfully. The seeps appear to represent groundwater exiting from the tailings piles. Each of the two seeps account for approximately 3 percent or less of dissolved cadmium, copper, and zinc loading to Railroad Creek, and 16 to 24 percent of the dissolved iron during the spring snow melt period. In contract, seeps SP-3 and SP-4 account for approximately 0 percent of dissolved cadmium, copper and zinc, and approximately 3 percent or less of the dissolved iron loading into Railroad Creek during the fall period. a Ground water flow into Railroad Creek from beneath the tailings piles account for less than 15 percent of dissolved cadmium, copper and zinc loading and approximately 35 percent of the dissolved iron loading to Railroad Creek during the spring snow melt period. In contrast, ground water flow into Railroad Creek accounts for the majority of dissolved metals loading to Railroad Creek during the fall period. 8.4.5 Railroad Creek 8.4.5.1 Surface Water As noted above, the final point of discharge of affected groundwater which originates from both the western and eastern portions of the Site is Railroad Creek. Copper cadmium and zinc loads to Railroad Creek from measured point sources and other groundwater (baseflow) sources are highest during the spring snowmelt and groundwater discharge period when \U)M~SEAI\VOLI\COMMOMWP\WDATA\OOJ\REPORTSOLDEN-~I-O,~ 17693-005-019Uuly 28. 1999;10:24 AM;DRAFT FINAL RI REPORT 8-37 DAMES & MOORE
groundwater levels.are highest in the deep wells beneath the tailings, and high flow occurs at the 1500- level portal drainage. During the May round when flows are the highest, the .portal drainage is the primary source of loading of cadmium copper and zinc to Railroad Creek. Seeps SP-23 and SP-23~are the two next highest point sources that are estimated to contribute cadmium copper and zinc during May; however, this load drops to zero later in the year as seep SP-23 dries up. Iron enters Railroad Creek primarily by groundwater associated with the tailings piles. Iron loads are greater in September than May. Iron loads enter Railroad Creek downstream of the load sources (i.e.. portal drainage) for cadmium, zinc and copper, which enter the creek as surface flows or seeps. Additional source areas located at the West and East waste rock piles and the mill area are not significant loading sources to Railroad Creek. Metals loading at SP-21 is insignificant but may account for the unaccounted loads noted in September. 8.4.5.2 Sediment Railroad Creek was generally found to be relatively sediment poor due to the relatively steep gradient and the occurrence of storm events which transport the natural sediment downstream to Lake Chelan. The natural sediment is being generated by the stream erosion processes of ~ai'lroad Creek. The tailings piles generate iron-oxyhydroxide precipitate which forms due to diffuse groundwater flow from the tailings into the stream substrate. In addition, wind and precipitation-related erosion of the tailings pile slopes results in a relatively minor amount of tailings materials being delivered into Railroad Creek. Both the precipitate and tailings, in addition to the native sediments. are transported downstream both by normal streamflow and higher energy streamflows during storm events. 8.5 RISK CHARACTERIZATION The following discussion summarizes the findings of the human health and ecological risk assessments. A detailed discussion is presented in Section 7.0 of this report. 8,S.l Human Health The combined results of the screening level human health assessment and the site-specific human health risk assessment indicate that the environmental conditions at the Site and Holden Village do not pose an unacceptable risk to potentially exposed populations, i.e., residents, recreational users of the Site, and USFS personnel. An evaluation of the cumulative risks for each potentially exposed population also indicates that cumulative cancer and noncancer risks are below MTCA allowable cumulative risk levels. These conclusions are based upon very conservative screening criteria and site-specific assumptions which, for all practical purposes, overestimate the risk posed by the Site. 8.5.2 Ecological The results of the Ecological Risk Assessment are summarized below. Hazard quotients are presented for each of the receptors. HQs less than 10 are considered low or no risk, HQs greater than 10 and less the 100 are considered intermediate risk, and HQs greater than 100 are considered high risk. 17693-005-019Uuly 28, 1999;10:24 AM;DRAFT FMAL RI REPORT
- Page 1114 and 1115: TABLE 7.2.4-8a HAZARD QUOTIENTS FOR
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- Page 1122 and 1123: Figure 7.0-2 HDA~VE~~LMOORE RAILROA
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- Page 1132 and 1133: The bedrock in the mine has been ma
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- Page 1136 and 1137: where Railroad Creek flows directly
- Page 1138 and 1139: A 500-year event was not analyzed,
- Page 1140 and 1141: i flow associated with two seeps ad
- Page 1142 and 1143: Western Portion of Site Undermound
- Page 1144 and 1145: native soil is of higher permeabili
- Page 1146 and 1147: Macroinvertebrate sampling included
- Page 1148 and 1149: Above Tenmile Creek Confluence (RC-
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- Page 1154 and 1155: Subsurface Soils Cadmium, copper, a
- Page 1156 and 1157: Station' RC-4 RC-7 RC-2 RC-5 RC-10
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groundwater levels.are highest in the deep wells beneath the tailings, and high flow occurs at the 1500-<br />
level portal drainage. During the May round when flows are the highest, the .portal drainage is the<br />
primary source of loading of cadmium copper and zinc to Railroad Creek. Seeps SP-23 and SP-23~are<br />
the two next highest point sources that are estimated to contribute cadmium copper and zinc during May;<br />
however, this load drops to zero later in the year as seep SP-23 dries up.<br />
Iron enters Railroad Creek primarily by groundwater associated with the tailings piles. Iron loads are<br />
greater in September than May. Iron loads enter Railroad Creek downstream of the load sources (i.e..<br />
portal drainage) for cadmium, zinc and copper, which enter the creek as surface flows or seeps.<br />
Additional source areas located at the West and East waste rock piles and the mill area are not significant<br />
loading sources to Railroad Creek. Metals loading at SP-21 is insignificant but may account for the<br />
unaccounted loads noted in September.<br />
8.4.5.2 Sediment<br />
Railroad Creek was generally found to be relatively sediment poor due to the relatively steep gradient and<br />
the occurrence of storm events which transport the natural sediment downstream to Lake Chelan. The<br />
natural sediment is being generated by the stream erosion processes of ~ai'lroad Creek.<br />
The tailings piles generate iron-oxyhydroxide precipitate which forms due to diffuse groundwater flow from<br />
the tailings into the stream substrate. In addition, wind and precipitation-related erosion of the tailings pile<br />
slopes results in a relatively minor amount of tailings materials being delivered into Railroad Creek. Both<br />
the precipitate and tailings, in addition to the native sediments. are transported downstream both by normal<br />
streamflow and higher energy streamflows during storm events.<br />
8.5 RISK CHARACTERIZATION<br />
The following discussion summarizes the findings of the human health and ecological risk assessments. A<br />
detailed discussion is presented in Section 7.0 of this report.<br />
8,S.l Human Health<br />
The combined results of the screening level human health assessment and the site-specific human health risk<br />
assessment indicate that the environmental conditions at the Site and Holden Village do not pose an<br />
unacceptable risk to potentially exposed populations, i.e., residents, recreational users of the Site, and USFS<br />
personnel. An evaluation of the cumulative risks for each potentially exposed population also indicates that<br />
cumulative cancer and noncancer risks are below MTCA allowable cumulative risk levels. These<br />
conclusions are based upon very conservative screening criteria and site-specific assumptions which, for all<br />
practical purposes, overestimate the risk posed by the Site.<br />
8.5.2 Ecological<br />
The results of the Ecological Risk Assessment are summarized below. Hazard quotients are presented for<br />
each of the receptors. HQs less than 10 are considered low or no risk, HQs greater than 10 and less the 100<br />
are considered intermediate risk, and HQs greater than 100 are considered high risk.<br />
17693-005-019Uuly 28, <strong>1999</strong>;10:24 AM;DRAFT FMAL RI REPORT