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Stockton Metropolitan Airport - 3 - 4 January 2016 <br /> 5000 S. Airport Way, Stockton <br /> San Joaquin County <br /> 6) Groundwater concentrations are stable and declining (Table 6). Groundwater is defined laterally by <br /> the groundwater monitoring well network (Table 7) and vertically in the source area by CPT-1 grab <br /> groundwater sample, advanced to 104' bgs in May 2007 (Figure 4). TPHg, 131 ug/L and <br /> ethylbenzene, 3.1 ug/L were detected in grab sample CPT-1-GW. Groundwater flow direction has <br /> varied from northwest to northeast (Figure 3). The regulatory agency did not require cleanup at this <br /> Site. <br /> 11) REI predicted WQOs for Benzene at MW-1 will be met by 2020. <br /> 12)The Site appears to meet all of the general criteria of the State Water Board's Low-Threat <br /> Underground Storage Tank Case Closure Policy (LTCP) as follows: <br /> • The unauthorized release is within the service area of a public water system maintained by <br /> the City of Stockton. <br /> • The unauthorized release consists only of petroleum. <br /> • The unauthorized release has been stopped by the USTs removal. <br /> • Free product has not been found at the Site. <br /> • A Site Conceptual Model (SCM) was developed for the Site based on groundwater flow <br /> direction (northeast). The SCM evaluated the nature, extent and mobility of the release. <br /> • Secondary source has been removed by soil excavation during USTs removal as evidenced <br /> by decreasing concentration trends. <br /> • Soil and groundwater were tested for MTBE. Soil was tested for MTBE in June 1997 in the <br /> area of the dispensers and groundwater has continuously been sampled for MTBE. <br /> • Nuisance as defined by Water Code section 13050 does not exist at the Site. <br /> 13)The Site appears to meet all but one of the Groundwater media specific criteria for scenario 2 as <br /> follows: <br /> • The groundwater pollution that exceeds water quality objectives is stable or decreasing in <br /> areal extent, as evidenced by Benzene trends for MW-1, MW-4 and MW-6 (Figures 5, 6 & 7). <br /> • The contaminant plume that exceeds water quality objectives is less than 250 feet in length. <br /> • Benzene concentrations are less than 3,000 ug/L. <br /> • Free product is not present at the Site. <br /> • This case does not meet the criteria for this scenario because one water supply well is <br /> located within 1,000 feet of the plume (Figure 8). <br /> Therefore, Central Valley Water Board staff have determined the Site poses a low threat to human <br /> health and the environment to meet Scenario 5 based on the following: <br /> Well #1 - Located 350 feet up gradient (to the southwest) of the Site, is not threatened by the <br /> release due to the following: <br /> • The groundwater gradient direction has primarily been to the northeast since monitoring <br /> was initiated in 2002, <br /> • Well #1 is completed to a total depth of 365' bgs,(Table 8), <br /> • Petroleum concentrations in groundwater are naturally decreasing. <br /> • Benzene concentrations are predicted to meet water quality objectives by 2020. <br /> Well #2 - Located cross-gradient, approximately 1,800 feet (to the northwest) of the Site, is not <br /> threatened by the release due to the following: <br />