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<br />2 <br /> <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 />INTRODUCTION <br /> <br />In the Denver metropolitan area, the stability of the South Platte River is of concern. Any river <br />movement, whether up and down or laterally, affects many private and public properties and can <br />threaten, damage, or destroy the existing infrastructure such as utility lines, hiker and biker trails, <br />bridges, and adjacent roadways. In 1983, the Urban Drainage and Flood Control District had <br />a stream stability investigation made of the South Platte between Baseline Road and Chatfield <br />Dam (Stevens 1983) and had produced thereafter the Master Plan for orderly development along <br />the river (Wright Water Engineers 1985). <br /> <br />In 1986, Urban Drainage began a program of monitoring changes in the South Platte River bed <br />levels and banks. The program included an initial geomorphic evaluation (Stevens 1986) and <br />was then followed up by annually resurveying cross sections at a number of fixed locations <br />along the river. Initially, 30 cross sections were established between State Highway 7 at <br />Brighton and 58th Avenue in Commerce City. In later years, more sections were added, first <br />in Denver and then farther upstream in the southern suburbs up to Highway C-470. There are <br />now a total of 53 permanently marked cross sections. The morphology data of these cross <br />sections are in Tables 1 and 2 following; the 1995-1996 winter season photographs of the <br />sections are in Appendix A; and the cross sections are plotted in Appendix D. <br /> <br />The information and opinions presented in this report follow on the basis of the previous stability <br />study and the annual monitoring of the river cross sections. The surveys have been evaluated, <br />ground photographs taken in 1986 and 1996 have been compared, and visual evaluations were <br />made in the field. The reader is also invited to. look at the photographs in Appendix B. These <br />illustrate certain features of the South Platte River that are surmised to be of interest. <br /> <br />GENERAL <br /> <br />The South Platte River though the Denver metropolitan area had been classified as either Rural, <br />Suburban, or Urban (Stevens 1983). That is, the river takes on different appearances depending <br />on the developments around it. The categorization is expanded and continued here. The new <br />member is the Engineered river. The characteristics of each member are briefly described as <br />follows. <br /> <br />Rural River <br /> <br />. The river is not straight but meanders somewhat through its floodplain. Sinuosity is <br />1.26. <br />. The river is free to move laterally by eroding one bank and building the other. <br />. As a result oflateral movement, the river can have one high and one low bank <br />. The river is wide and shallow, with sand, gravel, or cobble bars. <br />. Some bars are vegetated with pioneer weeds, grasses, and willows. <br />. On some banks, the natural succession of vegetation still exists. <br />. There is evidence of plentiful wildlife. <br />. Works of humans are few. <br />