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Table 1 (Continued) <br /> Port of Stockton Phase II Assessement <br /> HydroPunch Groundwater Sample Analytical Results <br /> (µ 9/L) <br /> RP Sd�le � i��t� y � �b � a Clad h <br /> b , <br /> f <br /> g. <br /> PS/CB93-2 <br /> B 30 <50 <0.5 <0.5 <0.5 <0.5 <50 93 <br /> C 53 <50 <0.5 <0.5 <0.5 <0.5 <50 77 <br /> PS/CB93-3 <br /> B 34 <50 <0.5 <0.5 <0.5 <0.5 <50 84 <br /> C 57 <50 2 <0.5 <0.5 <0.5 <50 20 <br /> PS/CB93-4 <br /> B 34 <50 <0.5 <0.5 <0.5 <0.5 <50 320 <br /> C 50 <50 1.6 <0.5 <0.5 <0.5 <50 56 <br /> ST/C PT93-1 <br /> B 31 <50 3.2 <0.5 <0.5 <0.5 <50 14 <br /> C 50 <50 7.5 <0.5 1.9 2.5 <50 52 <br /> ST/CB93-1 <br /> B 30 <50 6.5 3 <0.5 2.1 <50 45 <br /> C 50 <50 1 1.8 <0.5 2.2 <50 47 <br /> TO/CPT93-1 <br /> B 33 19,000 17,000 <100 <100 <100 <10,000 120 <br /> C 45 1,300 780 210 26 110 <500 11 <br /> D 81 99 26 6 2.1 9 <50 25 <br /> TO/CB93-1 <br /> C 45 <50 7.9 <0.5 1.1 1.9 <50 12 <br /> TO/CB93-2 <br /> B 30 42,000 37,000 <200 <200 <200 <20,000 94 <br /> C 56 5,400 4,700 <50 <50 110 <5,000 32 <br /> TS/CB93-1 B 35 19,000 17,000 <100 <100 <100 <10,000 93 <br /> C 55 18,000 17,000 <100 <100 <100 <10,000 9.3 <br /> D 80 14,000 12,000 94 <50 150 <5,000 11 <br /> XLS\OC42\001 20\090894C 1.XLS f G' <br /> 5W t,30 . <br />