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<br /> <br />1/ <br />I <br />1 <br />I <br />1 <br />I <br />l- <br />I <br />I <br />10 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br /> <br />~o <br />I <br />1 <br /> <br />DEPARTMENT OF THE ARMY <br />CORPS OF ENGINEERS. OMAHA DISTRICT <br />215 NORTH 17TH STREET <br />OMAHA, NEBRASKA 68102-4978 <br /> <br /> <br />REPL V TO <br />ATTENTION OF <br /> <br />July 21, 1994 <br /> <br />Planning Divi ion <br /> <br /> <br />Mr. Penn Gild <br />Greenhorne an <br />3131 South Va <br />Aurora, Color <br /> <br />rsleeve, P.E. <br />O'Mara, Inc. <br />ghn Way, suite <br />do 80014 <br /> <br />428 <br /> <br />Dear Mr. Gild <br /> <br /> <br />Enclosed 's plate 1 that is referenced in the California Bend <br />Scope of Work and a table of CRP elevations. These documents <br />were FAXed to Mr. Tom Browning on July 19, 1994. <br /> <br />During a 19, 1994, telephone conversation, Mr. Browning <br />indicated tha the flood plain maps provided to you did not show <br />the location f the floodway. Review of our flood plain maps <br />indicate the ntire project area is within the floodway (see <br />enclosed maps). Therefore, as per paragraph Sa of the Scope of <br />Work, a levee cannot be constructed. <br /> <br />A flood pain analysis must still be completed to determine <br />the maximum e evation of the sill structure. However, an <br />adjustment in the levee design work effort is necessary. The <br />Omaha Distric 's Contracting Division will be contacting you to <br />set up a time to negotiate a modification to the work order. <br /> <br />If you ha e any questions, please contact John Remus at (402) <br />221-4620. <br /> <br />Sincerely, <br /> <br />JU~ <br /> <br />Richard D. Gorton <br />Chief, Environmental <br />Analysis Branch <br />Planning Division <br /> <br />Enclosures <br />