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\`.. , •. ..- ._. ,,,�i. ., M1A1-1 [Screen: 12'-25'bgsj <br /> cis-1,2 DCE trans-1,2 DC E <br /> 12103 220 ug1L 31 ug1L <br /> 11108 1,100 ug.,L 94ug/L <br /> 05110 900 ug1L 110 ugfL - <br /> r 01111 710 ug1L 61 ug1L <br /> 12111 53.0 ug1L 44utg1L <br /> q Mori-4 [Screen:45'- 50 bgsj MW 1 <br /> 00f <br /> r cis-1,2 DCE trans-1,2 DCE <br /> 116W-2( Screen. 12'-25'bgsj 12103 20 uglL 3 uglL P <br /> cis-1,2 DC trans-1,2 D C E 11108 5.6 uglL 1.2 uglL <br /> 05110 11 ug1L 3.0 ug1L <br /> 12163 730 uglL 36 ug/L e tt <br /> 11108 NA FJfk 01111 9.1 ug/L 3.0 uglL <br /> 12111 15 ug1L 2.2ugfL t <br /> - 05110 NA NA <br /> s-' <br /> 01141 1,100 ug/L 130 uglL <br /> 12111 840 ug1L 110 uglL <br /> own <br /> x <br /> S PA'1-2 r�RPI.4 i <br /> R <br /> ftf <br /> �, . <br /> ' s <br /> ad <br /> tulVJ-3 ( Screen. 12'25'bgsj <br /> cis-1;2 DCE trans-1,2DCE <br /> 1 • 12:03 ND ND <br /> 11108 PJD PJD <br /> 05110 PJD ND <br /> 01111 PJD ND <br /> 12.+11 N D N D <br /> :47 <br /> OW <br /> Groundwater Analytical Results <br /> �t (KB Environmental, 511011012) <br /> F� 3 =Cat 2005 Navy Drive <br /> w; Stockton, California <br /> Risk-Based Decisions, Inc_ Figure 3 <br />