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' Assessment Report which is summarized in Appendix A for <br /> findings and data. Subsequently, the California Water <br /> Quality Control Board (CWQCB) , Central Valley Region, <br /> requested that an investigation be conducted to assess the <br /> effects of the leaking UST on groundwater. <br /> 4. SITE REMEDIATION <br />' 4. 1 Contaminant Information <br /> In March 1988 two 10, 000 gallon UST' s were removed from the site. <br /> Analytical results of soil samples beneath the UST' s indicated concentrations <br /> of key petroleum product constituents. Therefore, a preliminary soils <br /> investigation was conducted by Kleinfelder on March 3 and 4, 1988. At this time <br /> water samples only were taken at the request of Mr. Jaime Favila, the PHS-EHD <br /> representative, due to the shallow groundwater. Two samples were taken from the <br /> east side of the excavation, the first at 7 feet and the second at 7. 5 feet. The <br /> results of the water sample analysis revealed concentrations of benzene (#I- <br /> 2,200 ug/1 and #2-10,000 ug/1) , toluene (#1-71 ug/1 and #2-32,000 ug/1) , Ethyl <br /> benzene (#1-220 ug/1 and #2-11,000 ug/1), and total volatile hydrocarbons (TPH) <br /> of #1-59 mg/1 and #2-86 mg/1. Based on these findings, the soil underlying the <br /> former UST location was excavated and aerated on-site. The excavation was 40 feet <br /> in length, 40 feet in width, and 12 feet in depth. New tanks were installed in <br /> March 1988. <br /> The plan view of the plume is shown in Figure 1. The cross-sectioned view <br /> of the plume is shown in Figure 2. The estimated volume of contaminated soil and <br /> aquifer is 2000 cubic yards, and contaminated aquifer is 625. <br />�I <br /> PLUME VERIFICATION <br /> TOTAL. . . . . . . . . . . . . . . . . . 85 x 80 x 8/27 = 2014 CY <br /> Figure 1 displays the horizontal extent of petroleum product migration; <br />' and Figure 2 displays the cross-sectional (vertical) migration. Soil borings BH1 <br /> through BH7 were performed to identify the geometry (both horizontal and <br /> vertical ) of the hydrocarbon plume. Soil samples from the borings were collected <br /> at 4 feet and 7 feet. Table 2 shows the soil sample analytical results for each <br /> sample taken and its corresponding depth. The vertical extent of petroleum <br /> products migration has not been established due to the heavy rains. The <br /> combination of soil borings and analytical laboratory testing are used to justify-t-1 <br /> the geometry of the petroleum hydrocarbon migration as shown in Figure 1. <br /> 4. 2 REMEDIATION METHOD <br /> The augmented in situ subsurface bioremediation process that will be used <br /> by Pacific Rim Environmental has been successfully implemented on over seventy- <br /> five sites in eighteen states. Appendix A details four case histories. Case <br />' History 82490 has been specifically outlined and is included in its entirety. <br /> This site was tested for petroleum hydrocarbons and the closure was verified <br /> approximately one (1) year after the site was completed. A copy of the <br /> manufacturer' s brochure detailing technology and the proprietary non-pathogenic <br /> biocultures has been included in Appendix A, referred to as the MSDS sheet and <br /> 4 <br />