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Former Discovery Chevrolet <br /> fl December 7, 1994 <br /> evidence of hydrocarbon impact. Readings recorded with the PID are showed on <br /> the Logs of Borings in Appendix B. Procedures utilized for recording PID readings . <br /> are presented in Appendix A. <br /> Depth-to-water measurements from the top of the well casing, taken after well <br /> development and prior to well sampling, ranged from 9.97 to 10.49 feet below <br /> the top of casing. Groundwater monitoring data is presented on Table 2. This <br /> data was combined with survey data to create a Potentiometric Map (Figure 3). <br /> Based on the data, shallow groundwater beneath the subject site appears to <br /> flowing north at a gradient of 0.003: <br /> Soil Chemical Analytical Data . <br /> During this investigation one sample from each boring above the saturated zone <br /> at approximately ten feet bgs were submitted for chemical analysis. The selected <br /> soil samples from borings MW-1 , MW-2 and MW-3 were analyzed for TPHg and <br /> the gasoline constituents benzene, toluene, ethylbenzene, and xylenes (BTEX) <br /> according to EPA Method 8015 and 8020, respectively, and for STLC of lead. <br /> The soil sample from MW-3 was also analyzed for TPHd by EPA Method 8015, <br /> _1= total oil and grease (TOG) by Method 5520, and for STLC of chromium. Analyses <br /> was performed by Excelchem Environmental Labs of North Highlands, California <br /> (DHS Certification No. 1760) and by Advanced Technology Laboratories of Signal <br /> Hill, California (DHS Certification No. 1838). <br /> Analytical results from soil the sample from MW-3 indicated concentrations of <br /> TPHg, TPHd, BTEX, and TOG and STLC of chromium were not present above the <br /> laboratory detection limits. The STLC for lead in the sample from. MW-3 was at 7 <br /> 0.17 ppm. The soil samples from MW-1 had concentrations of TPHg and benzene <br /> at 340 and 3.9 ppm, respectively. MW-2 had concentrations of TPHg and <br /> benzene at 240 and 2.4 ppm, respectively. The STLC for lead was 0.35 and <br /> 0.21 ppm from MW-1 and MW-2, respectively. Soil analytical data is summarized <br /> in Table 3 and copies of the chain of custody and laboratory reports are presented <br /> in Appendix E. <br /> Groundwater Analytical Data <br /> Groundwater samples from each monitoring well were analyzed for TPHg and <br /> BTEX according to EPA Method 8015 and 602, respectively. In addition, the <br /> groundwater sample from MW-3 was also analyzed for TPHd by EPA Method <br /> 8015, and TOG by Method 5520. Analyses was performed by Excelchem <br /> Report No.8146701.1 5 <br /> GeoStrategies Inc. <br />