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<br />o <br /> <br />develop tra,,'el times betwetm the two design <br />cross-sections and the levee closure structures - the <br />closure structures are for the BNRR and for U"S. <br />Highway No.6; <br /> <br />o <br /> <br />determine the stage relationship between the design <br />cross-sections and the closure structure openings; <br /> <br />o <br /> <br />prepare the hydraulic information for inclusion into <br />Appendix F of the Town's Oc.M Manual; and <br /> <br />o <br /> <br />provide information to tlH~ Town and the CWCB regarding <br />the installation of flood warning station equipment. <br /> <br />This information is needed by the Town of Wiggins and the <br />CWCB to revise the Flood Warning System for the Kiowa Creek <br />Flood Control Project. The following information is available <br />from the Town of Wiggins or CWCB. <br /> <br />. <br /> <br />Hec-2 Run for the Project Design. <br /> <br />. <br /> <br />Field Surveys for the two design cross sections. <br /> <br />o <br /> <br />Design discharge for the low chord opening for the BNRR <br />and U.S. Highway No.6 opening. <br /> <br />Project Schedule: <br /> <br />Completion is requested durinq FY 90. <br /> <br />LFL/bj <br /> <br />-2- <br />