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SITE ASSESSMENT - FEBRUARY 22, 2022 <br />Due to the exceedances detected in soil sample JCS-1, Atlas personnel returned to the site on February <br />22, 2022, to further assess the soil beneath where the car was located. The purpose of the assessment <br />was to determine the vertical and lateral extent of potential TPH-mo impact based on the analytical; <br />results of soil sample JCS-1. <br />Prior to initiating the site assessment activities, Atlas coordinated site access with Bonnie Plants (property <br />owner) for the assessment activities outlined in the October 2021 proposal. A drilling permit was not <br />required from the SJCEHD due to the shallow depth of the soil borings. <br />Underground Service Alert (USA), also known as Dig-Alert, was contacted after marking the drilling <br />locations as required by law. Representatives of local utility companies having underground services in <br />the drilling area visited the site and marked the locations of their respective utilities. <br />Soil Sampling Activities <br />On February 22, 2022, Atlas personnel performed three soil borings at the locations shown in Figure 2. <br />Soil samples for laboratory analyses were collected at one, two and three feet bgs from each boring. The <br />selected soil samples were collected directly from the bucket of a field-decontaminated hand auger using <br />USEPA Method 5035 and placed into laboratory-supplied containers. The containerized samples were <br />then placed in a cooler full of ice and submitted under chain-of-custody (COC) protocol and analyzed at a <br />State of California-certified laboratory (Pace Analytical, Inc. of Mount Juliet, Tennessee) for the following: <br />TPH-g, TPH-d, TPH-mo and TPH-rr USEPA Method 8015; <br />VOCs using USEPA Method 8260B; <br />Title 22 Metals by USEPA Method 6010B; <br />Total Solids by Method 2540 G-2011. <br />The soil samples collected at two and three feet bgs were placed on hold pending the laboratory <br />analytical results of the one-foot deep samples (SSA-1', SSB-1' and SSC-1'). <br />Waste was not generated during the February 22, 2022, assessment. Groundwater was not encountered <br />during the soil sampling activities. <br />Laboratory analytical results for soil samples SSA-1', SSB-1' and SSC-1' yielded trace concentrations of <br />TPH-g in samples SSA-1' (0.187 V3 mg/kg) and SSB-1' (1.43 J mg/kg). TPH-d was detected in all three <br />samples at concentrations ranging from 0.824 J mg/kg (SSA-1') to 2.21 J mg/kg (SSB-1'). TPH-mo was <br />detected in all three samples at concentrations ranging from 3.06 J mg/kg (SSB-1') to 4.30 J mg/kg (SSC- <br />1'). TPH-rr was detected in samples SSB-1' (1.53 J mg/kg) and SSC-1' (2.29 J mg/kg only. Toluene was <br />detected in samples SSA-1' (0.002021 mg/kg) and SSB-1' (0.00218 J mg/kg). Total xylenes were detected <br />in samples SSA-1' (0.00223 J mg/kg) and SSB-1' (0.00120 J mg/kg). <br />Various metals were detected above their respective laboratory reporting limits in all three soil samples <br />collected on February 22, 2022. Notable metals detected included arsenic which was detected in all three <br />soil samples at concentrations ranging from 1.15 J mg/kg (SSC-1') to 1.58 J mg/kg (SSA-1'). Lead was <br />detected in all three samples at concentrations ranging from 7.34 mg/kg (SSC-1') to 10.2 mg/kg (SSB-1'). <br />Chromium was detected at concentrations of 39.4 mg/kg (SSA-1'), 27.3 mg/kg (SSB-1') and 27.0 (SSC-1'). <br />Mercury was detected at concentrations of 0.0359 J mg/kg (SSA-1'), 0.0346 J mg/kg (SSB-1') and 0.0467 <br />mg/kg (SSC-1').