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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 />therefore, de-watering will be required for the structure and bypass pipe. <br /> <br />Improvements to Protect Endaneered Fish <br /> <br />This Predesign Memorandum examines five fishscreen options and two bypass alternatives. <br /> <br />Options A through D involve the construction of a sedimentation basin and trashrack. The <br /> <br />sedimentation basin is located just downstream from the headworks and contains an access ramp <br /> <br />for equipment access to remove sediment. The trashrack will be manually raked from a deck <br /> <br />extending the length of the trashrack. <br /> <br />Screen Options A through D also place the angle of the screen to the angle of flow at 14 degrees. <br /> <br />Assuming designing all screens for an approach velocity normal to the face of 0.5 fps, the 14 <br /> <br />degree angle will result in a sweeping velocity at the screen of2.0 fps. <br /> <br />A gantry crane to facilitate the removal of the screen components was suggested in the design <br /> <br />data. This feature was not included in Options A through D presented in this memorandum. It is <br /> <br />recommended to use a mobile crane to remove screen panels or drums for these options for <br /> <br />maintenance. Access will be provided on both sides of the screen structures with a maximum <br /> <br />crane reach of approximately 40 feet. Removal of screens is anticipated to be a less than an <br /> <br />annual event. However, if desired a gantry crane can be added. <br /> <br />The screen and bypass options are described as follows: <br /> <br />11 <br />