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Rr <br /> F.-88224 <br /> - <br /> Page 3 <br /> installed in 19$5 to monitpgradient conditions as part of an assess- <br /> !{ :. R <br /> went performed for the adjacent fuel terminal. No existing surface or <br /> subsurface pipelines, utilities, septic systems, or other structures are <br /> i <br /> y known to traverse the site. The nearest off-site structures are above- <br /> ground <br /> bo -ground fuel storage tanks within the adjacent Shell terminal. The <br /> closest one lies about 40 feet south of the southern site boundary. The <br /> nearest subsurface drain system Pies approximately 18 feet south of the <br /> ti <br /> southern boundary; within the adjacent terminal.rmznal. No public or private <br /> water suppl,, wells are known to exist on <br /> or adjacent to the site, <br /> M ROGEOLOGY <br /> The upper geologic materials beneath the site consist of deltaic <br /> deposits ofloosely consolidated gravel, sand, silt, and clay. Ground <br /> r <br /> water occurs locally under unconfined conditions and is anticipated to <br /> occur between 12 and 14 feet beneath the site. The direction of ground <br /> fwater flow is generally to the south and is <br /> influenced strongly by the <br /> recharging effects of the San Joaquin River. <br /> -000- <br /> r <br /> PIMPS �I <br />