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MARLEY COOLING TONER COMPANY - STOCKTON SAMPLE ANALYSES RESULTS ATTACHMENT B <br /> SAMPLE DUPLICATE DATE MATRIX SAMPLES STATION COMPOSITE TOTAL Cu N.E.T. Cu TOTAL As N.E.T. As TOTAL Cr TOTAL CraG <br /> IS ANALYSIS SAMPLED ARCHIVED N0. OR GRAB (mg/kg) (ag/L) (mg/kg) (mg/Ll (mg/kg) (ag/L) <br /> --------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> 88- 97 3-29-88 SOIL N-7-1 COMP 1000 8.0 100 2.2 2600 0.1 <br /> Be- 9B 3-29-88 SOIL N-7-2 COMP 90 3.2 29 0.7 ISO 0.1 <br /> Be- 98 OUP 3-29-88 SOIL N-7-2 COMP 92 3.2 26 0.9 ISO <0.1 <br /> 88- 99 3-29-88 SOIL N-7-3 COMP 56 1.1 13 (0.5 84 (0.1 <br /> BB- 100 3-29-BB SOIL A N-7-4 COMP <br /> BB- 101 3-29-88 SOIL E-1-0 GRAB 760 27.0 120 2.0 1100 (0.1 <br /> BB- 102 3-29-88 SOIL E-1-1 COMP 160 13.0 43 1.0 270 (0.1 <br /> BB- 102 DUP 3-29-BB SOIL E-1-1 COMP - 160 14.0 56 1.0 240 (0.1 <br /> 88- 103 3-29-88 SOIL A E-1-2 COMP <br /> 98- 104 3-29-08 SOIL A E-1-4 COMP <br /> Be- 105 3-29-88 SOIL A E-1-3 COMP <br /> BB- 106 3-29-08 SOIL E-1-0 GRAB BBO 54.0 66 3.6 750 (0.1 <br /> 88- 107 3-29-88 SOIL E-2-1 COMP 110 12.0 19 0.9 330 (0.1 <br /> Be- IDB 3-29-88 SOIL A E-2-2 COMP <br /> 8B- 109 3-29-80 SOIL A E-2-3 COMP <br /> BB- 110 3-29-88 SOIL A E-2-4 COMP <br /> Be- 111 3-29-88 SOIL E-3-0 GRAB 3300 200.0 270 8.7 2200 0.2 <br /> BB- 112 3-29-BB SOIL E-3-1 COMP 260 12.0 22 1.2 030 0.2 <br /> BB- 113 3-29-88 SOIL A. E-3-2 COMP <br /> 88- 114 3-29-08 SOIL A E-3-3 COMP <br /> 88- 115- 3-29-88 SOIL A E-3-4 COMP <br /> BB- 116 3-29-80 SOIL E-4-0 GRAB 8900 690.0 720 17.0 6100 0.2 <br /> 08- 117 3-29-88 SOIL E-4-1 COMP 1900 110.0 140 5.6 2300 0.5 <br /> 08- 117 DUP 3-29-88 SOIL E-4-I COMP 1800 130.0 180 6.2 2200 0.5 <br /> Be- 118 3-29-88 SOIL E-4-2 COMP 230 7.7 13 (0.5 250 (0.1 <br /> 88- 119 3-29-88 SOIL A E-4-3 COMP <br /> 88- 120 3-29-88 SOIL A E-4-4 CON? <br /> 88- 121 3-29-88 SOIL E-5-SED GRAB 7800 400.0 2300 43.0 7200 (0.1 <br /> 80- 122 3-29-88 SOIL E-5-0 GRAB 8900 590.0 89 15.0 10000 (0.1 <br /> BB- 123 3-29-88 SOIL E-5-1 COMP 2200 310.0 740 19.0 3300 0.2 <br /> 98- 123 DUP 3-29-88 SOIL E-5-1 COMP 2200 320.0 A70 19.0 3400 0.2 <br /> 88- 124 3-29-88 SOIL E-5-2 COMP 200 5.7 17 (0.5 250 (0.1 <br /> 88- 125 3-29-88 SOIL A E-5-3 CORP <br /> BA- 126 AUGER REFUSAL - NO SAMPLE-5-4 <br /> 80- 127 3-29-08 SOIL E-6-SED GRAB 12000 730.0 1500 42.0 9400 (0.1 <br /> 88- 128 3-29-88 SOIL E-6-0 GRAB 4300 810.0 710 15.0 4300 (0.1 <br /> BB- 129 3-29-80 SOIL E-6-1 COMP 1700 190.0 670 7.9 2400 (0.1 <br /> BB- 130 3-29-88 SOIL E-6-2 COMP 500 29.0 250 0.9 690 (0.1 <br /> BB- 131 3-29-88 SOIL E-6-3 COMP 320 12.0 82 0.5 450 (0.1 <br /> 88- 132 3-29-98 SOIL A E-6-4 COMP <br /> 88- 133 3-29-88 SOIL E-7-SED GRAB 23000 IB00.0 2800 104.0 9400 0.1 <br /> 88- 134 3-29-08 SOIL E-7-0 GRAB 4000 510.0 1500 12.0 3900 0.3 <br /> 80- 135 3-29-88 SOIL E-7-1 COMP 1300 180.0 1200 6.0 2300 (0.1 <br /> 08- 136 3-29-88 SOIL E-7-2 COMP 120 1.8 46 (0.5 240 (0.1 <br /> Be- 131 3-29-08 SOIL E-7-3 COMP 46 1.3 19 <0.5 63 (0.1 <br /> 88- 137 OUP 3-29-08 SOIL E-7-3 COMP 44 1.3 14 (0.5 63 (0.1 <br /> BB- 138 3-29-OB SOIL E-7-4 COMP 60 2.5 17 (0.5 89 (0.1 <br /> 88- 139 3-30-88 SOIL S-1-0 GRAB 1400 64.0 220 2.5 2700 0.1 <br /> Be- 139 DUP 3-30-BO SOIL 8-1-0 GRAB 1200 70.0 230 2.1 2400 0.1 <br /> BB- 140 <br /> SA- 141 3-30-88 SOIL S-1-1 COMP 230 9.6 69 (0.5 500 (0.1 <br /> 08- 142 3-30-88 SOIL A 0-1-2 COMP <br /> 88- 143 3-30-88 SOIL A 5-1-3 COMP <br /> April 1999 Groundwater Manageaent, Inc. Page 3 <br />