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addressing climate change adaptation in regional transportation plans

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The islands <strong>in</strong> the lower Bay-Delta are def<strong>in</strong>ed as those areas below mean sealevel (see Figure 8). These areas hold back water on a cont<strong>in</strong>uous basis and crestheights target the peak water conditions due to tidal fluctuations from the sea,peak flows from the rivers, or the comb<strong>in</strong>ation of the two. Levee failures andsubsequent island flood<strong>in</strong>g regularly occur; over 160 failures occurred <strong>in</strong> the lastcentury (DWR, 2009). Levee failures and flood<strong>in</strong>g occur due to peak water levelconditions, but they can also take the form of what are called “sunny day” failuresdur<strong>in</strong>g which there are no adverse load<strong>in</strong>g conditions.The Delta has yet to experience a substantial earthquake <strong>in</strong> its currentconfiguration. The seismic behavior of the levees <strong>in</strong> the Delta is a concern,however, because the levees have not been designed or tested for such load<strong>in</strong>gconditions and may fail via several different mechanisms (e.g., seismic liquefactionof the foundation or embankment soil, co-seismic deformation of the foundationor embankment soil, or post-seismic reconsolidation of the foundation soil). Thescenario that threatens disruption of the state’s water supply is an earthquakethat can result <strong>in</strong> multiple levee failures, flood<strong>in</strong>g the freshwater <strong>in</strong>to the belowsea level islands, and allow<strong>in</strong>g saltwater <strong>in</strong>trusion to degrade water quality therebyshutt<strong>in</strong>g down water exports to the south (DWR, 2009).Because the levees <strong>in</strong> the lower Delta currently hold back water on a cont<strong>in</strong>uousbasis (<strong>in</strong> some places upwards of 8 meters) <strong>in</strong>cremental <strong>in</strong>creases <strong>in</strong> sea level or<strong>in</strong>crease <strong>in</strong> peak-flow heights will not have an appreciable impact on the seismicvulnerability. The concern is earthquake load<strong>in</strong>g of the vulnerable levees, notrelatively small <strong>in</strong>creases <strong>in</strong> the static load<strong>in</strong>g from <strong>in</strong>creased water level heights.This also holds true for any other asset or community <strong>in</strong> the lower Delta resid<strong>in</strong>gbelow mean sea level. Seismic levee <strong>in</strong>tegrity and static levee <strong>in</strong>tegrity are notnecessarily <strong>address<strong>in</strong>g</strong> the same failure mechanisms.The lower Delta islands are cont<strong>in</strong>uously dropp<strong>in</strong>g <strong>in</strong> elevation, below sealevel, due to a number of factors. One ma<strong>in</strong> factor is the loss of topsoil fromagricultural activities. An <strong>in</strong>crease <strong>in</strong> average temperatures accelerat<strong>in</strong>g the dry<strong>in</strong>gof peaty organic soils and an <strong>in</strong>crease <strong>in</strong> w<strong>in</strong>d storm severity could exacerbatethis process, result<strong>in</strong>g <strong>in</strong> lower island elevations, <strong>in</strong>creased static levee load<strong>in</strong>g,and higher levee vulnerability. Also of concern are the high water conditions anderosion that are associated with w<strong>in</strong>ter storms. While they might not cause thewidespread failure that may result from a seismic event, storm events have thepotential to result <strong>in</strong> a notable <strong>in</strong>crease <strong>in</strong> levee failure.Changes <strong>in</strong> precipitation can have an <strong>in</strong>fluence on ma<strong>in</strong>ta<strong>in</strong><strong>in</strong>g the saltwaterfront below the <strong>in</strong>take pumps for the water delivery to the south. Currently thesaltwater front is ma<strong>in</strong>ta<strong>in</strong>ed primarily by controll<strong>in</strong>g the release from Shasta Dam,APG: UNDERSTANDING REGIONAL CHARACTERISTICS PAGE 54

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