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2010-09-14_ENFORCEMENT - M1977300 (2)
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2010-09-14_ENFORCEMENT - M1977300 (2)
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Last modified
8/24/2016 4:22:20 PM
Creation date
9/21/2010 8:03:53 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1977300
IBM Index Class Name
ENFORCEMENT
Doc Date
9/14/2010
Doc Name
Reply of Cotter Corporation/ Petition for Reconsideration.
From
Holme Roberts & Owen LLP
To
DRMS
Email Name
DB2
Media Type
D
Archive
No
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September 13, 20 10 4 of 6 <br />PRIMARY LOCATION OF GROUNDWATEXIMPACTS TO CREEK <br />Recent water quality data collected from the historic "local" surface water stations in Ralston <br />Creek provides important new information about the location and source of loading to Ralston <br />Creek. Monitoring was reinitiated at five "local" surface water stations adjacent to the alluvium <br />and fill (SW-BDIS, SW-PL, SW-OS, SW-BOS, and SW-GS) on June 9, 2010 to meet the <br />requirements of DRMS's EPP Adequacy Review #2 (DRMS, May 19, 2010) and final results <br />were received in July. Several sample rounds were necessary before any conclusions could be <br />drawn, and samples collected during low stream flow (August 2010) were received in early <br />September. <br />Based on an assessment of the new data for the "local" surface water stations, combined with <br />comparative evaluations with results of the 2008 electrical conductivity (EC) survey conducted by <br />Whetstone, and comparative assessments with previous site groundwater data, it is now clear that <br />a relatively discrete portion of the alluvial fill functions as the primary source of uranium loading <br />to Ralston Creek. <br />Uranium concentrations at stream monitoring locations from the August 10, 2010 sampling event, <br />along with EC values from the November 2008 stream survey, are mapped and annotated in <br />Figure 1. The uranium and EC results shown in Figure 1 were obtained during low stream flow <br />conditions, minimizing potential confounding effects of dilution during high seasonal stream <br />flows. Based on these data, contaminated alluvial groundwater clearly begins to impact Ralston <br />Creek in the vicinity of monitoring station SW-BOS. Additional stream water monitoring data <br />collected since June 2010 consistently indicate the same location for initial impacts to the creek. <br />It is clear from this evidence that as stream water flows from upstream to downstream locations <br />adjacent to the alluvial fill, the stream is not gaining significant inputs of flow or measurable <br />contaminants from alluvial groundwater until it reaches the vicinity of monitoring station SW <br />BOS. Historical groundwater uranium concentrations in alluvial monitoring wells indicate that the <br />highest concentrations are found in MW-6, followed by MW-7 and MW-9. <br />Note from the figure that the onset of water quality impacts to the creek near stream monitoring <br />station SW-BOS occurs in the vicinity between groundwater monitoring wells MW-9 and MW 6. <br />It is clear from uranium and EC data for the creek that contaminated alluvial groundwater flows <br />most strongly into the creek between monitoring wells MW-9 and MW-6. Flows and <br />contaminants within the alluvium appear to preferentially converge or concentrate in this vicinity. <br />Furthermore, stream concentrations remain relatively consistent further downstream from this <br />initial zone of loading to the creek. There appears to be only minor additional loading to the creek <br />from alluvial groundwater further down gradient from this zone. Below station SW-BPL, years of <br />historic data indicate that all stations downstream of the alluvial fill have essentially had constant <br />or slightly decreasing concentrations at any given point in time, indicating that there are no other <br />locations along Ralston Creek downstream of the alluvial fill where loading to the creek occurs. <br />The primary significance of this finding is that the data provide concrete evidence of exactly <br />where loading to the creek is occurring, and that it occurs solely in the alluvial fill where it can be <br />intercepted and treated before reaching the creek or alternatively, where it can be effectively
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