Laserfiche WebLink
I <br /> H • • <br /> 02 May 2001 <br /> AGE-NC Project No 97-0301 <br /> Page 3 of 7 <br /> at the site as part of site assessment activities TPH-g, TPH-d and TPH-k were detected in <br /> soil samples collected from MW-5 and MW-7 at concentrations as high as 7 6 mg/kg,BTEX <br /> compounds were detected in soil samples from MW-5 and MW-7 at concentrations as high <br /> as 1 1 mg/kg, 1,2-DCA was detected in a soil sample from MW-7 at a concentration of 75 <br /> mg/kg TPH-g, TPH-d and TPH-k were detected in water samples collected from wells <br /> MW-1 through MW-7 at concentrations as high as 67,000 µg11 and BTEX compounds <br /> detected as high as 14,000 µg/l, MTBE was detected in the water sample collected from <br /> MW-I at a concentration of 7 6 Mg/l, 1,2-DCA was detected in samples collected from wells <br /> MW-1,MW-5 and MW-7 at concentrations as high as 1,200µg11 Analytical results of soil <br /> and ground water samples collected during the December 2000 investigation are summarized <br /> in Tables 2 and 3, respectively <br /> Based on the ground water data depicted in cross sectional views A - A' (Figure 3) and C - C' <br /> (Figure 4),the vertical extent of petroleum-Impacted ground water extends at least 90 feet bsg in the <br /> area of MW-1 and MW-5 and is not fully defined in any direction,based on an isoconcentration map <br /> (Figure 5) depicting the approximate extent of dissolved TPH-g at the site on 30 March 2001, the <br /> horizontal extent of dissolved hydrocarbons in First Water(screened between 20 and 50 feet bsg) <br /> is not fully delineated north, northeast, east, southeast and south of MW-7 The purpose for the <br /> proposed six CPT soil borings are to Identify the principal ground water flow units underlying the <br /> site, to assess the hydrocarbon-impact on each identified flow unit, to complete the vertical and <br /> horizontal assessment of impacted ground water and to obtain information to properly design a <br /> ground water monitoring system <br /> 23 REGIONAL GEOLOGIC SETTING <br /> The property is situated within the Great Valley Geomorphic Province of California, a large, <br /> elongate, north-northwest trending, asymmetric structural trough The Great Valley Province has <br /> been filled with thick sequences of sediment ranging in age from Jurassic to Recent,creating a nearly <br /> flat- lying alluvial plain, extending from the Tehachapi Mountains in the south to the Klamath <br /> Mountains In the north The western and eastern boundaries of this province are comprised of the <br /> California Coast Range and the Sierra Nevada, respectively Rocks composing the basement <br /> complex of the province have not been completely defined but are believed to be metamorphic and <br /> igneous in origin The northern and southern portions of the Great Valley Province have been <br /> designated the Sacramento and San Joaquin Valleys, respectively <br /> Based on the General Soil Map from the San Joaquin County Soil Survey, published by the United <br /> States Department of Agriculture Soil Conservation Service in 1992, the site area is within the <br /> . Jackson-Hallenbeck-Stockton (JHS) association The JHS soils are located within basins, and <br /> generally consist of moderate to poorly drained fine textured soils The soils are generally derived <br /> Advanced GeoEnvironmental,Inc <br /> I <br />