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Chevron Environmental Management Company Soil and Groundwater Investigation Report <br /> Tracy Byron Road Project <br /> µg/L,respectively. When re-analyzed for TPHd following a silica gel cleanup, TPHd was not reported in <br /> these samples at or above the laboratory detection limit. <br /> Two grab groundwater samples were analyzed for TDS within this section. Concentrations of TDS in the <br /> water samples ranged from 1,800 mg/L (GW-20-15)to 2,100 mg/L(GW-24-15). Both grab groundwater <br /> samples exceed the recommended secondary MCL threshold of 500 mg/L. <br /> Groundwater affected by petroleum constituents does not appear to be defined through this section and <br /> the lateral extent is not known. Concentrations of residual petroleum in soil are presented on Figure 3c. <br /> Concentrations of petroleum constituents in groundwater are presented on Figure 4b. <br /> 6.4 SECTION SB-27 THROUGH SB-35-AREA BETWEEN CALDRON'S STORE AND <br /> AREA OF PG&E INVESTIGATION <br /> Borings SB-27 through SB-33, which correlate with dewatering wells#33 through#48, were located east <br /> of Caldron's General Store. Based on a review of the soil boring and dewatering well logs the presence <br /> of sheen or SPO was not observed. <br /> Soil samples analyzed from borings SB-27, SB-29, SB-31, and SB-32 did not contain concentrations of <br /> TPHc greater than 10 mg/kg. Three soil borings (SB-28, SB-30, and SB-33) contained concentrations of <br /> TPHc ranging from 7.2 mg/kg to 3,200 mg/kg. TPHc concentrations detected in samples collected from <br /> shallower depths in borings SB-28, SB-30, and SB-33 decreased significantly to 7.2 mg/kg or were not <br /> detected in the bottom of boring samples in this area. Lateral investigation of soil may be required for the <br /> shallow depths around borings SB-28, SB-30, and SB-33. <br /> Groundwater samples were collected from Hydropunch borings advanced adjacent to soil borings SB-29, <br /> SB-31, and SB-33. Concentrations of petroleum constituents were not detected in groundwater samples <br /> GW-29-18, GW-31-17, and GW-3 3-17 with the exception of fluorene at the concentration of 0.1 µg/L <br /> detected in sample GW-29-18. Four grab groundwater samples were analyzed for TDS within this <br /> section. Concentrations of TDS in the water samples ranged from 1,200 mg/L (GW-31-17)to 2,100 <br /> mg/L (GW-33-17). All grab groundwater samples exceed the recommended secondary MCL threshold of <br /> 500 mg/L. <br /> Borings SB-34 and SB-35 were advanced just north of the former Monterosso property in the southern <br /> easement of West Byron Road. The selected boring locations were in the vicinity of former borings B-10, <br /> B-14, and B-15 of the PG&E investigation. Analytical results of soil samples collected from borings <br /> SB-34 and SB-35 confirmed the presence of petroleum-affected soil. Trench excavation logs completed <br /> during the construction of the WSCO indicate intermittent pockets of petroleum-affected soil within this <br /> section of the TBRP investigation. TPHc concentrations of 2,300 mg/kg and 3,100 mg/kg were reported <br /> in soil samples collected from SB-34 at the depths of 6 and 12 feet bgs, and from SB-35 (4,500 mg/kg) at <br /> a depth of 7 feet bgs. <br /> Groundwater samples were collected from Hydropunch borings advanced adjacent to each boring. <br /> Concentrations of TPHd at 960 µg/L and 250 µg/L were detected in GW-34-19 and GW-35-18, <br /> respectively. Mr. Dean Hubbard of RWQCB was present during the installation of borings SB-34 and <br /> SB-35 and requested the collection of split grab groundwater samples from SB-34 and SB-35. <br /> Concentrations of TPHd exceeded the 100 µg/L Taste and Odor Thresholds in both samples following <br /> silica gel cleanup preparation. Concentrations of these constituents are consistent with those reported <br /> after the March 2003 PG&E investigation. <br /> Based on the laboratory analytical results,petroleum-affected soil and groundwater in the vicinity of <br /> SB-34 and SB-35 does not appear to be delineated and the lateral extent is unknown. Concentrations of <br /> residual petroleum in soil are presented on Figure 3d. Concentrations of petroleum constituents in <br /> groundwater are presented on Figure 4b. <br /> 10 <br />