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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />'I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />C.' 1 0 '.. ') <br />\.A.\JU.t.. <br /> <br />4. Physical Characteristics of the Upper Arkansas River <br />Basin <br /> <br />4.1. Geologic Setting <br /> <br />The upper Arkansas River basin consists of a long structural downfaulted trough that <br />represents the northern terminus of the Rio Grande Rift (Karnuta, 1995). Primary <br />tributaries to the upper Arkansas River drain eastward out of glacial valleys that dissect <br />the Sawatch Range. Glaciers occupied the major western and northeastern valleys <br />entering the Arkansas River Valley, Although the Arkansas Valley itself was not <br />glaciated, individual ice tongues extended across and locally blocked the valley (Chronic, <br />1980). <br /> <br />Within the project reach, the Arkansas River flows through a valley fill composed of <br />poorly sorted, unconsolidated sediments that are late Pleistocene and Holocene in age and <br />glacial and fluvial in origin. These units form relatively old high terraces, as well as the <br />existing channel perimeter and active floodplain. The most extensive and highest terrace <br />is approximately 360 ft above the river, and extends from Malta to Big Union Gulch <br />(Parker, 1994). This terrace is prominently exposed on the western valley margin, and <br />forms a steep valley wall against the active floodplain. <br /> <br />Downstream of the Highway 24 bridge, the river flows along other geologic mapping <br />units as it flows along the eastern valley margin towards Balltown. Near Mt. Massive <br />Lakes, the river flows along the toe of a unit mapped as having formed by mass <br />movement events, such as landslides, talus accumulations, or rock glaciers (Collins and <br />Collins, 1986), Tertiary-age volcanic and sedimentary units are exposed along the <br />eastern valley wall from Mt. Massive Lakes to downstream of Kobe. From Kobe <br />downstream to Balltown, the channel flows against the eastern valley margin, which is <br />composed of Precambrian granites (Collins and Collins, 1986). <br /> <br />4.2. General Geomorphic Characteristics of Study Reach <br /> <br />Six primary geomorphic subreaches (Subreaches 2-7) were delineated for the II-mile <br />project reach (Tables 4.1 and 4,2, Figure 1.2). A seventh subreach (Subreach I) extends <br />upstream of California Gulch. These individual subreaches can be described in terms of <br />distinct geomorphic characteristics and processes. General physical characteristics of <br />each subreach are described below. Plotted profiles for each subreach are included in <br />Appendix A. <br /> <br />4.2.1. Subreach 1: Upstream of California Gulch (RM 10.9-12) <br /> <br />Subreach I is located upstream of the main project reach, extending from an old road <br />crossing downstream approximately I valley mile to the California Gulch confluence <br />(Table 4.1; Figure 1.1), The reach has not been impacted by tailings delivered to the <br />river by California Gulch, although it does experience substantial flow augmentation, and <br />some mines are located within its watershed. However, the extensive tailings deposits <br /> <br />May 7. 1999 <br /> <br />Fluvial Geomorphological Assessment <br />Upper Arkansas River <br /> <br />Page 22 <br />