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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 />lined channel was not feasible due to excessive velocities (10 fps at 100-year <br />flood flows); therefore, riprap lining is recommended. <br /> <br />The estimated cost of modifying this reoch to contoin the 100-year flood <br /> <br />proved the scheme to be economical compared to the high damage potential. <br /> <br />Very little maintenance will be required in this reach except for cleaning <br /> <br />out debris which collects on the boffle blocks of the drop structure, <br /> <br />Explorador Calle Crossing <br /> <br />The existing bridge opening has a discharge capocity of 880 cfs which is <br />less than the 10-year flood flow of 1,250 cfs, Raising the bridge to increase dis- <br />charge capacity would be difficult and expensive. Examination of construction <br />drawings of the existing bridge indicated that the channel beneath the bridge could <br />be widened to increase the discharge capacity to 1,900 cfs. This would result in <br />sheet flow over the bridge during a 100-year flood; however, almost 011 of the <br />overflow wi II return to the channe I. <br /> <br />Explorador Calle to Washington Street - Plates 111-5 and 111-6 <br /> <br />Channel Design <br /> <br />The channel in this reach is contained in a corridor known as the Coronado <br />Parkway, bounded by Coronado Parkway on the north and East S3rd Drive on the <br />south. The existing chonnel is concrete lined for a height of 3,5 feet above the <br />channel invert. The channel drops approximately 28 feet in a length of 2,980 <br />feet or 9,5 percent. The existing channel shows no apparent sign of damage due <br />to the M:Jy 5, 1973 flood. <br /> <br />The land adjacent to the creek in this reach is fully developed with <br />single- and multi-family dwellings except for a 900-foot reach to the south of <br />the creek immediately east of Washington Street. <br /> <br />111-6 <br />