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Monitoring Well Installation and VET Report—Former Unocal Station#2859,Stockton,CA <br /> July 30,2001 <br /> Summary of Vapor Extraction Test <br /> The VE test was performed for a total of 39 hours An IC engine was used to extract vapors from wells <br /> VW-1,VW-2,and VW-3 System flow rates ranged from 8 to 14 scfm Based on the data from the VE pilot <br /> test, it appears that the maximum radius of influence from any vapor extraction well is less than 45 feet at <br /> test conditions <br /> Air samples were collected from the influent and effluent vapor streams Petroleum hydrocarbon <br /> concentrations detected in the influent vapor stream were up to 311 ppmv of TPHg, and up to 2 2 ppmv of <br /> benzene No detectable concentrations of MtBE were reported The only well where significant <br /> concentrations of petroleum hydrocarbons were removed was well VW-3 <br /> Based on the VE monitoring data,no significant amount of TPHg or benzene were removed during the pilot <br /> test. It is estimated that less than one pound per day of petroleum hydrocarbons could be extracted Vapor <br /> extraction would have little or no effect at this site <br /> CONCLUSIONS <br /> The following site conceptual model is based on data and observations from field investigations <br /> performed at the site- <br /> 1 The source of dissolved hydrocarbons detected beneath the site was eliminated in 1988 with the <br /> removal of the USTs and excavation of approximately 1,350 cubic yards of impacted soil. Vapor <br /> extraction tests conducted at the site through 1996 removed approximately 2,750 pounds of residual <br /> hydrocarbons from soil beneath the site <br /> 2 Two groundwater zones have been identified beneath the site In Zone A, which is based on wells <br /> screened at various intervals between approximately 40 to 60 feet bgs, groundwater flow has been <br /> consistently to the northeast In Zone B, which is based on newly installed wells and existing well <br /> NP-1 that are screened between 85 to 90 feet bgs, groundwater flow is to the southeast, but this is <br /> based on only one monitoring event Additional monitoring events will be needed to confirm <br /> groundwater flow in Zone B The dtflFerent groundwater flow directions suggests that an aquitard <br /> may exist between the two zones Beneath the southern half of the site, soil from 60 to 90 feet bgs <br /> was saturated, but beneath the northern half of the site and downgradtent, interbedded damp to moist <br /> silt and clay horizons exist in this interval. These silt and clay horizons could be an aquitard <br /> inhibiting the downward migration of hydrocarbons In the southern half of the site, these local <br /> horizons are missing and may explain the presence of hydrocarbons in Zone B in that area <br /> 3 The lateral extent of the dissolved hydrocarbon plume in Zone A is delineated to the west, south, and <br /> east In Zone A, impact appears limited to an area along the eastern boundary of the site, where the <br /> highest concentrations detected are in wells MW-10 (130,000 ppb TPHg) and MW-2 (62,000 ppb <br /> T`PHg) Hydrocarbon concentrations decrease to the north and south of those wells Concentrations <br /> in Zone A drop significantly from the site toward downgradient well MW-17 (75 ppb TPHg), located <br /> on the east site of Pacific Avenue across from the site <br /> 24007204-1 7 <br />