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Geospte& <br /> consultants <br /> According to the UST removal reports, the USTs were secured to a single continuous concrete <br /> pad located approximately 7 feet below ground surface (bgs). The concrete pad was reportedly <br /> left in place during the tank removal activities (PRC 1993; Tetra Tech Environmental <br /> Management, Inc. 2001). Building 917 is located approximately 25 feet to the west-northwest <br /> and 20 feet to the south-southeast of the former UST excavation area. Building 917 is vacant and <br /> encloses a fenced yard with covered soil stockpiles from a prior remediation effort(DTSC 2020). <br /> 1.2 Summary of Previous Environmental Investigations <br /> Since the removal of the four USTs, multiple soil investigations, a soil vapor investigation, and <br /> numerous groundwater monitoring events have been performed to characterize the extent of <br /> residual contamination in the area. Figures 3 through 6 present soil, groundwater, and soil vapor <br /> sampling locations from these investigations, which occurred between 1998 and 2022. <br /> An initial soil and groundwater investigation was performed by the Navy in 1998 in response to <br /> the results of soil and water samples collected during tank removals. Twenty borings were <br /> advanced to determine the extent of petroleum contamination, and subsequently six shallow <br /> groundwater monitoring wells were installed (917-01 through 917-06) (Tetra Tech 2001). <br /> An additional investigation was performed in 1999 to further evaluate the vertical as well as <br /> horizontal extent of petroleum hydrocarbon contamination in soil and groundwater. Eight <br /> additional groundwater monitoring wells were installed(917-07 through 917-14). Subsequently, <br /> quarterly groundwater monitoring of the wells was performed between September 1999 through <br /> September 2000. Following the investigation effort, the Navy concluded that the soil and <br /> groundwater contamination had been delineated and evaluated. Several corrective action options <br /> to address the contamination including monitoring natural attenuation(MNA), enhanced MNA, <br /> and dual-phase extraction, were evaluated, with MNA being the recommended approach (Tetra <br /> Tech 2001). The CVRWQCB reviewed Tetra Tech's report and indicated that the contaminant <br /> concentrations in groundwater were stable; however, the CVRWQCB did not believe that MNA <br /> was viable and suggested proceeding with enhanced MNA (CVRWQCB 2002). <br /> In 2003, the RRI property was transferred from the Navy to the Port. At the time of the 2003 <br /> property transfer, no further corrective action had occurred at UST 81713, other than MNA <br /> (Finding of Suitability for Early Transfer [FOSET]; Tetra Tech 2003). The FOSET report stated <br /> that no additional investigation was required for UST 817B and that MNA was recommended. <br /> Groundwater monitoring of the wells associated with UST 817B resumed in 2007 <br /> (Environmental Risk Services [ERS] 2008). <br /> In 2008, ERS performed a soil investigation following the demolition of Building 817B. A total <br /> of 24 soil borings were advanced to depths ranging from 8 to 12 feet bgs. Based on PID <br /> screening of soil cores, soil samples were collected from 7 of the boring locations at 4 feet bgs. <br /> ERS concluded that the petroleum hydrocarbon concentrations in soil had decreased since the <br /> USTs were removed and did not pose a risk to groundwater quality and the environment, and <br /> that the institutional controls set forth in the Consent Agreement require that RRI, including UST <br /> 81713, be used solely for industrial and Port related activities (ERS 2008). The CVRWQCB <br /> reviewed the ERS report and concluded that additional characterization of the groundwater was <br /> Investigation Work Plan—UST 817B 2 December 2024 <br />