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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 />21 <br /> <br />concrete arch culvert under the C80S Railroad. The addition of these pipes wlll have <br /> <br /> <br />a dramatic effect on the water surface elevations upstream of the railroad and on <br /> <br /> <br />the Bruchez property. <br /> <br />The water surface elevation between the railroad and Wadsworth Parkway would be <br /> <br /> <br />5353.0. Just upstream of Wadsworth Parkway, the water surface elevation would <br /> <br />be 5356.0 due to backwater from the culvert under the street. A few hundred feet <br /> <br /> <br />upstream of Wadsworth Parkway the water surface profile begins to rise because <br /> <br />the slope of Big Dry Creek controls the depth of flow. These reductions in water <br /> <br /> <br />surface elevations due to the future Improvements will also remove the Bruchez <br /> <br /> <br />property from the floodplain. <br /> <br />CONCLUSIONS <br /> <br /> <br />1. The Bruchez property Is located south of Big Dry Creek and west of Wadsworth <br /> <br /> <br />Parkway. <br /> <br />2. The 1973 report of Wright-Mclaughlin Engineers indicated that most of the <br /> <br /> <br />Bruchez property was outside the floodplain of Big Dry Creek. <br /> <br />3. The 1986 FHAD study of Greiner Engineering Indicated that most of the Bruchez <br /> <br /> <br />property was within the floodplain of Big Dry Creek. <br /> <br />4. The 1973 and 1986 studies were conducted using different assumptions on two <br /> <br /> <br />Important points. <br /> <br />a. The depth, duration, and time distribution of rainfall used In the two studies <br /> <br />were based on the then current guidelines of the UD80FCD in effect at the time <br /> <br />the stUdy was performed. <br />