Laserfiche WebLink
C151 <br /> i igttre 1-2. :lnaiyticai results trom the surrey are presented in Table <br /> 1-1, After the soil-gas survey was completed. 1geEnjelnitder ring drilled and <br /> sampled three borings and constructed three monitoring <br /> Figure 1-2). Analyses of satrapies from the boring indicated a very <br /> remainder of the <br /> minimal detection of toluone "1l tectionclimssample.Tablee l-1). Analysis of <br /> analvses were below the <br /> samples of groundwater were ail below detection limits (Table 1-1). <br /> Site Sung <br /> The work site is locatred adjacent to the Stockton Deep 'Yater <br /> Channel. The land surface in the area of the tank lies approximately <br /> 10 feet above mean sea level. <br /> Site Spe6fic GCO10gy <br /> Scils encountered to a depth of 30 feet. according to the work <br /> performed by HIeinielder, the subsurface soils have been explored to a <br /> depth of 30 feet. The soils consist from the ground surface fine-grained <br /> of clay-silt, clay to silty fine-grained sand, and clayeyth <br /> sand. The overall fine-grained size of n e tsoil is he San onsistin Rent iver. the <br /> location of the site within the flood p <br /> Site Sic Hydrology <br /> During construction of tile three monitoring wells (1IW-1 to <br /> groundwater was encountered at a depth ranging from 9 to 14 feet. <br /> Cepth to water after development of the wells is unknown, but for at <br /> least well 1+IW-3, the static water level is above the adient exists <br /> Meinfelder has indicated that a groundwater flow gr of <br /> that trends toward the south-southwest. geasur eldermenthas <br /> groundwater levels on two different occasions by <br /> suggested that the groundwater gradient is affected bin da cha-induced <br /> water level fluctuations in the nearby deep water shipping <br /> r <br /> 1-2 <br />