Laserfiche WebLink
<br />002347 <br /> <br />Spring, and Dry Creeks (figs. 1 and 2), can affect water quality of the <br />Uncompahgre River during periods of peak snowmelt, which occur from March to <br />May depending on weather conditions. After the snowmelt season, stream dis- <br />charge in these tributaries upstream from irrigated areas is small, and during <br />the irrigation season most of the water discharged from the tributaries into <br />the Uncompahgre River is irrigation return flow. During the irrigation <br />season, the Uncompahgre River at the South Canal terminus (figs. I and 2) <br />will be a mixture of water diverted from the Gunnison River and water in <br />the Uncompahgre River upstream from the South Canal. Downstream from the <br />South Canal, the quality of water in the river is altered by canal diversions, <br />irrigation return flows, and subsurface drainage. <br /> <br />Water samples for inorganic analysis were collected at four sites at <br />Sweitzer Lake (fig. 8); site 5 (Garnet Canal diversion at Sweitzer Lake) is <br />a diversion ditch from the Garnet Canal into the lake; site 6 is a drainage <br />ditch from fields south of the lake; site 7 is Sweitzer Lake; and site 8 is <br />the outflow from the lake. Sites 5 and 6 were the only two ditches that had <br />water flowing into the lake during the initial reconnaissance of sites in <br />July 1987. Water samples were collected from Sweitzer Lake from near the <br />surface and from near the lake bottom near the middle of the lake when <br />possible; In January, the sample was collected near the dam because of safety <br />considerations regarding the ice on the lake and was a composite of water <br />sampled at three depths. An additional water sample was collected near the <br />dam in March from the deepest area in the lake to obtain a sample from a <br />water layer that had almost zero dissolved-oxygen concentration and a much <br />larger specific conductance than the water layer immediately above it. The <br />anaerobic water layer was not thick enough at the mid-lake site to collect a <br />water sample that was representative of the anaerobic layer. <br /> <br />Water samples for pesticide analysis were collected in July (table 10) at <br />stream sites that were downstream from irrigation drainage on the Gunnison <br />River (site 11) and on the Uncompahgre River (site 9), and at Sweitzer Lake <br />(sites 5 and 7). These samples were collected during the period when pesti- <br />cides normally are applied in the study area. <br /> <br />Bottom-sediment samples for inorganic analysis were collected at sites 3 <br />and lIon the Gunnison River, at site 9 on the Uncompahgre River, and at <br />Sweitzer Lake (table 9). Site 4 on the Uncompahgre River at Colona also was <br />sampled because concentrations of heavy metals in bottom sediments in the <br />Uncompahgre River may be greater than baseline concentrations because of <br />more than 100 years of metal mining and associated mine drainage in the <br />headwaters of the river. The Uncompahgre River upstream from Ridgway (fig. 1) <br />has been severely affected by heavy metal pollution (Wentz, 1974). The extent <br />of the metal pollution downstream from Ridgway into the study area was <br />uncertain. The Gunnison River upstream from Escalante Creek (site 11) and <br />Sweitzer Lake (site 7) were the only sites sampled for pesticides (table 9) in <br />bottom sediment. Bott~m-sediment samples were scheduled to be collected only <br />in November, when maximum accumulation of potential contaminants from irri- <br />gation drainage was expected to occur; however, a malfunctioning bottom- <br />sediment sampler prevented collection of a bottom-sediment sample from a <br />mid-lake location at Sweitzer Lake. Therefore, the sample collected in <br />November was collected from bottom sediment at the south (inflow) end of the <br />lake in shallow water. In January, a second bottom-sediment sample in the <br />lake was collected about 25 ft from the lake bank near the dam (table 10). <br /> <br />33 <br />