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WSP10284
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Last modified
1/26/2010 2:58:07 PM
Creation date
10/12/2006 4:15:05 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8170
Description
Arkansas Basin Water Quality Issues
State
CO
Basin
Arkansas
Water Division
2
Date
1/1/1998
Author
USGS
Title
Water-Quality Assessment of the Arkansas River Basin - Southeastern Colorado - 1990-93
Water Supply Pro - Doc Type
Report/Study
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<br />0223 During the study period, the incidence of <br />dissolved-cadmium concentrations that exceeded <br />stream-water-quality standards was relatively small <br />(table 5). Only one sample exceeded the acute stan- <br />dard (Leadville), whereas two samples at Leadville, <br />three samples at Granite, and two samples at Buena <br />Vista exceeded the chronic standard (table 5). All <br />exceedances occurred during the pre-treatment period <br />(April 199o-March 1992). There was no obvious <br />temporal pattern associated with these exceedances of <br />water-quality standards. <br /> <br />Table 5. Number of samples that exceeded acute and <br />chronic cadmium water-quality standards in the upper <br />Arkansas River, April 199O-March 1993 <br /> <br /> Number Number of samples that <br />Site name exceeded standard1 <br />(see table 1) of samples Acute Chronic <br /> analyzed standard} standard] <br />Leadville 27 1 2' <br />Malta 26 0 0' <br />Granite 27 0 3 <br />Buena Vista 27 0 2 <br />Nathrop 27 0 0 <br />Wellsville 27 0 0 <br />Parkdale 27 0 0 <br />Portiand 26 0 0 <br /> <br />I Acute and chronic cadmium standards are based on dissolved- <br />cadmium concentration (Colorado Department of Health, 1994). <br />2 Acute standard, in micrograms per liter = <br />e{l 128[ln(hardness)]-2.90S). <br />3Unless nmed: Chronic standard. in micrograms per liler = <br />e(O.78S2[In(harciness>i.3 490) . <br />4Chronic standard = 1.4 micrograms per liter. <br />5 Chronic standard = 2.3 micrograms per liter. <br /> <br />Copper <br /> <br />Median dissolved-copper concentrations <br />increased between Leadville and Malta during the <br />early-snowmelt, snowmelt-, and post-snowmelt- <br />runoff regimes because of substantial copper loading <br />from California Gulch and nonpoint sources (fig. 7). <br />The median dissolved-copper concentration in Cali- <br />fornia Gulch was 8 flglL (Dash and Ortiz, 1996); in <br />unpolluted freshwater, concentrations typically range <br />from 0.5 to I flg/L (Moore and Ramamoorthy, 1984). <br />During snowmelt runoff, median dissolved-copper <br />concentrations increased /Tom 2 flg/L at Leadville to <br />4 flg/L at Buena Vista. Downstream from Buena <br />Vista, they decreased substantially (fig. 7) probably <br /> <br />because of increased partitioning of copper to the <br />particulate phase. Median concentrations were equal <br />to or less than 2 flglL during the other three regimes. <br />The percentage of copper in tbe dissolved phase <br />ranged from about 50 to 75 percent between Leadville <br />and Parkdale but decreased to almost 30 percent at <br />Portland (fig. 8). Dissolved-copper concentrations <br />were not diluted hetween Malta and Granite by the <br />substantial tributary inflow from Lake Creek because <br />of somewhat elevated dissolved-copper concentrations <br />(2 to 3 flglL) in Lake Creek (Dash and Ortiz, 1996). <br />Median dissolved-copper concentrations were largest <br />during snowmelt runoff (fig. 7), whicb is somewhat <br />unusual because dissolved trace-element concentra- <br />tions typically are inversely proportional to stream- <br />flow and are diluted by increasing streamflow. It is <br />likely that colloidal copper, which will pass through a <br />0.45-flm filter, increased during snowmelt runoff <br />(Kimball and others, 1995). <br />Median total-recoverable copper concentrations <br />were highest during the snowmelt-runoff regime <br />(fig. 7). During the other three streamflow regimes, <br />there was little difference among the median total- <br />recoverable copper concentrations, which ranged from <br />I to 5 flglL (fig. 7). During snowmelt runoff, the <br />median total-recoverable copper concentration <br />increased from a minimum of 4 I!glL at Leadville to a <br />maximum of 12.5 flg/L at Parkdale (fig. 7). Although <br />most of the measured copper load in most of the main- <br />stem reaches was accounted for by measured tributary <br />and main-stem loads, this was not the case in the reach <br />from Buena Vista to Nathrop (table 6). During July- <br />August and October, the percentage of the measured <br />copper load at Nathrop that was accounted for by <br />main-stem loading at Buena Vista or by measured <br />tributary loading in the reach was 57 and 40 percent, <br />respectively. The unaccounted copper load may be <br />from the resuspension of sediment or nonpoint sources <br />within the reach. Downstream /Tom Buena Vista, <br />copper loading from the tributaries was relatively <br />small (<10 percent) compared to main-stem load <br />contributions (table 6). <br />Total-recoverable copper concentrations <br />decreased significantly during the mine-drainage <br />post-treatment period at California Gulch. Post- <br />treatment dissolved-copper concentrations decreased <br />at Malta, which is immediately downstream from the <br />mining-affected Leadville area, and total-recoverable <br />copper concentrations decreased significantly at <br />Malta, Buena Vista, and Nathrop (table 7). <br /> <br />WATER QUALITY 19 <br />
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