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SOUTH WEST NORTH EA5T <br /> 13 g' <br /> Pump 151and <br /> T <br /> Cl N <br /> ' VL t <br /> 3 m �' 30 <br /> 20 20 <br /> 2e070.000 260 <br /> _ 17 3� 'r ,.yes.d�. <0.5 <br /> <0.5 440 �»a <O.5 <br /> r--. 10 170 5.0 yL '1;j7 ..:. ; 11 10 <br /> f7 � <br /> �J 7.5 4, n 1,100 <br /> 7401.400 84 <br /> 0 6A 4.8 • <0.5 0 <br /> 52 v <br /> s_— r z 74 <br /> O 3.0 -10 <br /> -12.3 }] <br /> t* .. 2.5 � <br /> -20 5 -20LU <br /> <o.s <br /> -30 �4 -30 <br /> d <br /> -40 -40 <br /> -50- 50 <br /> LE E <br /> HORIZONTAL AND VERTICAL <br /> VERY LOW TO LOW 5CALE <br /> PERMEABILITY 501L --9-- GROUNDWATER ELEVATION V=30' <br /> MEDIUM TO HIGH 501LDORING. GEOLOGICAL CROSS-SECTION <br /> PERMEABILITY 50-IL <br /> TPH-G <br /> BENZENE <br /> ETHYL`NZDE ANALYTICAL RE5ULT5 FORMONITORING WELL WITH <br /> MTBE GROUNUNOCAL 5ERVICE 5TATION <br /> TOTAENES DWATER 5AMPLES(PPS) 5CREENED INTERVAL5 SHOWN 574 WEST GRANT LINE. ROAD <br /> MTB <br /> rnME TRACY, CALIFORNIA <br /> ran <br /> DATE:7117/00 <br /> AQUA SCIENCE ENGINEER5, INC, FIGURE 5 <br />