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1 <br /> Project Descriop 1 1 I : 1Tirneframes <br /> Tasks1 ♦ 1 1 <br /> roject No. A=30 <br /> Modify the Lateral "C" Canal The existing radial arm gate <br /> > • <br /> existing <br /> radial gate structure • threediscrete <br /> •structure at the Lateral 'V" ial arm gates . The middleradial <br /> Canal arm gate is set approximatelyone- <br /> footf Y <br /> �3 <br /> therefore, • serves as an <br /> immediatelyoverflow weir. When the radial <br /> arm gates are opened, settled solids <br /> 1 of the gate <br /> Y <br /> are re-suspended and discharged <br /> into the Indian River Lagoon. This <br /> liect will <br /> arm gates with a tilting-type weir , <br /> gate. Purpose: ( 1 ) to provide more <br /> accurate water level <br /> control, to <br /> r + <br /> e <br /> allow • to be retained <br /> 1 • 1 • <br /> minimize release of settled solids <br /> } <br /> when the water level is lowered, <br /> Lan <br /> \ 9 <br /> 1 Acquisition <br /> ® ® <br /> nhI [ Y p: ps_ p <br /> .Construction <br /> � • 1 11 1 11 <br /> - <br /> £ � r. a <br /> Project ; <br /> No. / 1 upstream of the Install floating debris booms acrossz+. <br /> Floating debris booms in the proposed Main Relief Canal the canal to trap floating solids. <br /> Main Relief Canal (Project vortex treatment system The collected solids will be <br /> will 1 " designed 1 continuously removed using 7 " <br /> constructed concurrently with i mechanical equipment. <br /> �. £ v r a� n.• <br /> Vortex-type treatment system Design and Permitting See times for Project <br /> in the Main Relief Canal) <br /> • <br /> I <br /> Construction See times for Project <br />