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Mr. Brenden Kenny <br /> Central Valley Regional Water Quality Control Board <br /> March 7, 2022 <br /> contamination. The initial SI phase includes proposed sampling locations based on relative proximity to the above <br /> AOIs and may include installation of permanent groundwater monitoring wells. Note the location of CDCR-SB-03 <br /> proposed in the Work Plan Addendum (Arcadis 2021), has been updated following direction from the RWQCB in <br /> the virtual meeting conducted on February 7, 2022, as located in Figure 2. The subsequent SI phase(s)will use a <br /> data-based approach for decision making, data evaluation, identification of additional data needs and potential <br /> source area delineation. The final phase will include evaluation of the required interim remedial action design <br /> based on the results of the proposed SI activities. <br /> Background <br /> The Work Plan (Arcadis 2019) provides a summary of the geology and hydrogeology for the surrounding area and <br /> presents the known VOCs impacts based on available data at that time, specifically carbon tetrachloride and its <br /> degradation product chloroform in the shallow groundwater zone beneath the CDCR property. Concentrations of <br /> carbon tetrachloride and chloroform in groundwater monitoring well AMW-22S, the only shallow groundwater <br /> monitoring well on the CDCR property, are generally increasing, and currently comprise the majority of VOC mass <br /> in groundwater at this location. However, shallow and intermediate wells located hydraulically upgradient and <br /> downgradient of AMW-22S (AMW-13, AMW-13B, AMW-14, AMW-21, AMW-21S, AMW-23S, AMW-23M, AMW-31 <br /> and AMW-31 S) have not indicated detections of these constituents; therefore, a potential source of carbon <br /> tetrachloride and chloroform may be present in the vicinity of AMW-22, on the CDCR property. <br /> A summary of the results of the additional investigations completed in the vicinity of the CDCR property since <br /> October 2019, and the results of CDCR historical as-built records review, and a geophysical utility survey on the <br /> CDCR property are presented in the sections below: <br /> 7833 Newcastle Road: <br /> From February to August 2020, two phases of investigation were completed at 7833 Newcastle Road to <br /> investigate the source of trichloroethylene (TCE) impacts to the domestic well on the property (Arcadis 2020a, <br /> 2020b). In total, 37 soil samples, 15 groundwater samples, and 49 soil vapor samples were collected during both <br /> phases of investigation. Based on the available data, specifically the lateral attenuation in all directions of the <br /> highest TCE concentrations in soil vapor at the residential property, including in the direction of the Landfill, and <br /> geochemical and isotopic analysis of the groundwater samples collected from the domestic well on the residential <br /> property compared to shallow wells associated with the Landfill, the TCE impacts beneath 7833 Newcastle Road <br /> have been interpreted as not a result of VOCs migrating from the Landfill in groundwater or soil vapor, and are <br /> instead likely the result of a localized VOC source in the southeast corner of the residential property(Arcadis <br /> 2020a, 2020b). In addition, there were no detections of carbon tetrachloride in groundwater or soil vapor at the <br /> 7833 Newcastle Road property, which further indicates a potential source of carbon tetrachloride may be present <br /> in the vicinity of AMW-22 on the CDCR property. <br /> The Landfill and CDCR Property: <br /> A groundwater plume of tetrachloroethylene (PCE), TCE and degradation products of these compounds was <br /> determined to have originated from the Landfill and has migrated downgradient offsite mainly in the intermediate <br /> groundwater zone. The landfill groundwater plume is currently captured along the northern boundary of the <br /> Landfill at the Point of Compliance (POC). Groundwater treatment along the POC has involved the sequential <br /> installation of groundwater extraction wells EW-1, EW-2, EW-3 (later replaced by EW-3R), EW-4, and EW-5 to <br /> refine and obtain groundwater capture to prevent downgradient migration of VOC-impacted groundwater from the <br /> www.arcadis.com 2/9 <br />