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TABLE 1 <br /> SOIL SAMPLE LABORATORY RESULTS-SOIL BORINGS <br /> QUICK-N-SAVE#1 <br /> 1901 SOUTH EL DORADO STREET <br /> STOCKTON,CALIFORNIA <br /> Concentrations in milligrams per kilogram(mg/kg) <br /> Sample <br /> Depth TPPH/ Ethyl- Total <br /> Soil Boring (feet-bgs) Date TPH-g[1] Benzene[21 Toluene[21 benzene[21 Xylenes 121 MTBE[31 MTBE[21 TAME[21 DIPE[21 ETBE[21 TBA[21 EDB[21 1,2-DCA[21 <br /> VW2-25 25 8/16/2005 ND<1.0 ND<0.005 ND<0.005 ND<0.005 ND<0.005 0.15 ND<0.01 ND<0.01 ND<0.01 ND<0.10 ND<0.005 ND<0.005 <br /> VW2-35 35 8/16/2005 ND<1.0 ND<0.005 ND<0.005 ND<0.005 ND<0.005 0.17 ND<0.01 ND<0.01 ND<0.01 ND<0.10 ND<0.005 ND<0.005 <br /> VW3-25 25 8/16/2005 ND<1.0 ND<0.005 ND<0.005 0.014 0.028 0.05 ND<0.01 ND<0.01 ND<0.01 ND<0.10 ND<0.005 ND<0.005 <br /> VW3-35 35 8/16/2005 ND<1.0 0.03 ND<0.005 ND<0.005 ND<0.005 0.20 ND<0.01 ND<0.01 ND<0.01 ND<0.10 ND<0.005 ND<0.005 <br /> VW4-25 25 8/17/2005 ND<1.0 ND<0.005 ND<0.005 0.013 0.024 0.12 ND<0.01 ND<0.01 ND<0.01 ND<0.10 ND<0.005 ND<0.005 <br /> VW4-35 35 8/17/2005 ND<1.0 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.01 ND<0.01 ND<0.01 ND<0.10 ND<0.005 ND<0.005 <br /> Advanced GeoEnvironmental,Inc./February 21&March 31,2008/ Site Assessment B5,B7&CPT1 through CPT4 <br /> B5-5' 5 2/21/2008 6.0 0.022 0.074 0.02 0.11 ND<0.005 ND<0.01 ND<0.01 ND<0.01 ND<0.01 ND<0.005 ND<0.005 <br /> B5-10' 10 2/21/2008 5.8 ND<0.005 0.07 0.02 0.106 ND<0.005 ND<0.01 ND<0.01 ND<0.01 ND<0.01 ND<0.005 ND<0.005 <br /> B5-15' 15 2/21/2008 3.2 ND<0.005 0.072 0.022 0.126 ND<0.005 ND<0.01 ND<0.01 ND<0.01 ND<0.01 ND<0.005 ND<0.005 <br /> B5-20' 20 2/21/2008 1.8 ND<0.005 0.08 0.014 0.087 ND<0.005 ND<0.01 ND<0.01 ND<0.01 ND<0.01 ND<0.005 ND<0.005 <br /> B5-25' 25 2/21/2008 1.8 ND<0.005 0.034 0.01 0.212 ND<0.005 ND<0.01 ND<0.01 ND<0.01 ND<0.01 ND<0.005 ND<0.005 <br /> B5-30' 30 2/21/2008 5.0 ND<0.005 0.08 0.014 ND<0.005 ND<0.005 ND<0.01 ND<0.01 ND<0.01 ND<0.01 ND<0.005 ND<0.005 <br /> B7-20' 20 2/22/2008 ND<1.0 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.01 ND<0.01 ND<0.01 ND<0.01 ND<0.005 ND<0.005 <br /> B7-25' 25 2/22/2008 ND<1.0 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.01 ND<0.01 ND<0.01 ND<0.01 ND<0.005 ND<0.005 <br /> B7-30' 30 2/22/2008 ND<1.0 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.01 ND<0.01 ND<0.01 ND<0.01 ND<0.005 ND<0.005 <br /> B7-35' 35 2/22/2008 ND<1.0 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.01 ND<0.01 ND<0.01 ND<0.01 ND<0.005 ND<0.005 <br /> CPTl-60' 60 2/21/2008 6.0 0.026 0.048 0.036 0.16 ND<0.005 ND<0.01 ND<0.01 ND<0.01 ND<0.01 ND<0.005 ND<0.005 <br /> CPTl-70' 70 2/21/2008 5.0 0.015 0.034 0.018 0.108 ND<0.005 ND<0.01 ND<0.01 ND<0.01 ND<0.01 ND<0.005 ND<0.005 <br /> CPT2-50' 50 2/20/2008 220 4.1 42 15 125 ND<0.005 0.10 ND<0.01 ND<0.01 ND<0.01 ND<0.005 0.86 <br /> CPT2-66' 66 2/20/2008 32 0.40 1.3 0.86 4.5 ND<0.005 0.10 ND<0.01 ND<0.01 ND<0.01 ND<0.005 0.012 <br /> CPT3-50' 50 2/20/2008 ND<1.0 0.079 0.034 ND<0.005 ND<0.005 ND<0.005 0.06 ND<0.01 ND<0.01 ND<0.01 ND<0.005 ND<0.005 <br /> CPT3-60' 60 2/20/2008 ND<1.0 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.01 ND<0.01 ND<0.01 ND<0.01 ND<0.005 ND<0.005 <br /> CPT4-45' 45 3/31/2008 ND<1.0 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.01 ND<0.01 ND<0.01 ND<0.01 ND<0.005 ND<0.005 <br /> CPT4-58' 58 3/31/2008 6.2 0.022 0.024 0.02 0.07 ND<0.005 ND<0.01 ND<0.01 ND<0.01 ND<0.01 ND<0.005 ND<0.005 <br /> CPT4-120' 120 3/31/2008 ND<1.0 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.01 ND<0.01 ND<0.01 ND<0.01 ND<0.005 ND<0.005 <br /> Advanced GeoEnvironmental,Inc./June 8,10,&11&August 2,2010/ Groundwater and DPE Well Installation EW2,EW3&MW6 through MW10 <br /> MW5-25 25 6/8/2010 ND<1.0 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.01 ND<0.01 ND<0.01 ND<0.10 ND<0.005 ND<0.005 <br /> MW5-35 35 6/8/2010 ND<1.0 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.01 ND<0.01 ND<0.01 ND<0.10 ND<0.005 ND<0.005 <br /> MW5-75 75.0 6/8/2010 ND<1.0 0.018 ND<0.005 ND<0.005 ND<0.005 ND<0.005 ND<0.01 ND<0.01 ND<0.01 ND<0.10 ND<0.005 ND<0.005 <br /> FREY Environmental,Inc. Table 1 -Page 4 of 6 Project No.1095-01 <br />