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' West Valley Overflow joins the South Boulder Creek spill through the <br /> golf course and, depending on the magnitude of the flood, additional <br /> West Valley spillage flow would join downstream of Arapahoe. The <br /> combined spillage would move through the industrial and commercial <br /> area toward the outfall Dry Creek Ditch No. 2, which at this location is <br /> a major flood channel. <br /> The direct flow control features starting at the Highway 36 main channel spill are <br /> tabulated in Table II-1 , with annotation as to the relative effect on the overflow and <br /> local drainage distribution. High [H] denotes a control that is a major influence on <br /> ' overflow magnitude and drainage problems. Moderate [M] denotes control that <br /> moderately affects the intensity of the overall problem and local flooding <br /> characteristics. Lesser [L] denotes that the particular component or subsystem is <br /> important to understanding characteristics of the system, but whose accurate <br /> simulation may have only small effects on the overall performance and flood hazard <br /> recognition. <br /> 1 <br /> 1 <br /> ' II - 5 <br />