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<br />Douglas J. Clemetson. P.E. <br />June 6. 1990 <br />Page two <br /> <br />I offer you the fOllowing comments for this Section 22 <br />analysis. We do not see the need for a automated gage at <br />Highway 52 at this time. A staff gage will provide the needed <br />information. There may be a large attenuation value between <br />Highway 52 and the Town of Wigl~ins, Can the Corps quantify <br />this flow condition for different flood scenarios? <br /> <br />Should you have any other concerns. we will be happy to <br />respond. <br /> <br />Sincerely. A <br /> <br />:~!? .~ <br /> <br />"'Larry~. La g.~. Chief <br />Flood Control and FlOOdplain <br />Management Section <br /> <br />LFL/gl <br />Enclosures: <br />(1) Cross-sectional data - Site Nos. land 2 <br />(2) Photographs - Site NO. 1 <br />cc: John Holdren <br />