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5 <br />horseweed (Conyza canadensis), common sunflower (Helianthus annuus), Russian thistle (Salsola <br />australis), and tumble mustard (Sisymbrium altissimum). Plains cottonwood trees are sparsely <br />represented in some areas. Table 3 provides a list of the major plants on the project site. <br /> <br />2.7 Soils <br />The soils of the project site were mapped by the U.S. Soil Conservation Service (1968). Figure 10 <br />illustrates the major soils on these properties, which are described below. <br /> <br />2.7.1 Bankard Series <br />These soils are sandy or loamy soils in alluvium recently deposited on bottomlands along the <br />River. Two Bankard soils are present on the project site. <br /> <br />Bankard Sandy Loam (Ba). This soil occurs on the bottom lands along the River on slopes of 1 <br />percent or less. Bankard sandy loam is a well to excessively drained sandy loamy textured soil <br />developed on bottomlands derived from mixed alluvium sediments. The surface layer is light <br />brownish-gray sandy loam. The underlying material is a light yellowish-brown gravelly sand. <br />Permeability is rapid and available water capacity is medium. The effective rooting zone is 17 <br />inches. The hazard of soil blowing is moderate and water erosion hazard is slight. <br /> <br />Bankard Soils (Bk). These soils occur mainly on bottom lands along the River. The Bankard soil is <br />a well to excessively drained loamy sand textured soil developed on bottomlands derived from <br />mixed alluvium sediments. The surface layer is light brownish-gray sandy loam. The underlying <br />material is a light yellowish-brown gravelly sand. Permeability is rapid and available water <br />capacity is medium. The effective rooting zone is 17 inches. The rate of water intake is more <br />rapid than that of Bankard sandy loam, and the water-holding capacity is lower. The hazard of <br />soil blowing is severe and the hazard to water erosion is moderate. <br /> <br />2.7.2 Riverwash <br />Riverwash (Rv) occurs along and in the channels of the River. It consists primarily of sandbars, <br />which are often flooded and unstable. Riverwash is the first land to be covered by water when the <br />stream overflows. Some areas of Riverwash have a sparse plant cover. In places on islands or <br />along the shorelines, there are a few small clumps of grasses and a dense growth of small and <br />large willows. Floods bring in sandy or silty deposits that cover the close-growing vegetation. <br /> <br />2.7.3 Wet Alluvial Land <br />Wet alluvial land (Wt) consists of dark-colored soils on the flood plains of the larger streams. This <br />poorly drained, loamy and sandy soil is on low terraces and flood plains derived from stratified <br />alluvial. It lies in nearly level areas that have slight depressions. Flooding is likely, and the water <br />table normally is within three feet of the surface. Slopes range from 0 to 1 percent. The surface <br />layer of this land is a dark gray fine sandy loam about 8 to 10 inches thick and is somewhat <br />similar to the surface layer of Wann clay loam, saline. Also similar is the substratum. Between <br />the surface layer and the substratum, however, the soil material of this land is finer textured and <br />less permeable than the subsoil of Wann clay loam, saline. Sand or sand and gravel are 24 to 40 <br />inches below the surface of Wet alluvial land. The native vegetation consists of rushes, sedges, <br />salt-grass, and other plants that are tolerant of water and salt. Permeability is slow and the <br />available water holding capacity is medium. The effective rooting zone is 40 inches. The hazard <br />of soil blowing is slight and water erosion hazard is slight. <br /> <br />2.8 Mining Operation <br />Builders Aggregate Company, Inc. has a 112 Permit from the Colorado Division of Reclamation, <br />Mining & Safety to mine sand and gravel on the Builders Aggregate Company property. The sand <br />and gravel is mined by the hydro dredging method. Specifically, a small pond (1-1½ acre) is <br />excavated and a floating dredge is placed on the pond. Materials are dredged from the pond edge <br />and poured over a series of screens to size and separate the materials into the desired gradations