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MW3 <br /> B6 MW 3R D <br /> IWesp B2II B1 N (Earp <br /> 0 E'MW1RB MWiRA MI 13 B4 63 MW22B5 E" <br /> 30.5 0.096 <br /> 5 2.5 15 0.91 ND ND <br /> 14.2 <br /> d 10 10 19.9 37 t10 7.B y '05j------ N�- <br /> � 33p7lily D <br /> 0.081 100 010 9 0.114 0.068 _ NO <br /> a Q <br /> m 20 0.19 0. 0.015 ND <br /> — a�oo9 <br /> e 25 - 0.04 ND - <br /> r <br /> u 30 - 0.037 03 <br /> .n <br /> a <br /> 35 <br /> 40 ND <br /> 45 <br /> 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 <br /> Distance(feet) <br /> HORIZONTAL SCALE IN FEET: 0 20 40 <br /> VERTICAL SCALE IN FEET: 0 10 20 <br /> LEGEND '_i_i Figure 5B:Cross Section EI-E" <br /> -i-I- OST Excavation Fill Material <br /> (MTBE in Soil) <br /> NOTES: Frontier Transportation <br /> 1.Vertical Exaggeration(VE)=2x. _. Groundwater Level Clay/Sandy Clay 425 W Larch Rd. <br /> 2.Cross Section continued to the West in Figure 5A E-E'. TraC ,CA 95376 <br /> 9 ( ) Approximate Extent of MTBE Plume 0.01 mg/kg pagwN BY: p._T Pap76 <br /> 3.Monitoring Wells MW22,MW3,MW3R and Soil Boring B7 Clayey Sand/Silty Sand SS March 2010 Frcntler. Ot <br /> are projected onto cross-section,not installed in tank excavation. 110 MTBE Concentration(milligrams per kilogram) <br /> ND Sample not detected above laboratory reporting limits Sandt�- Am!Adini <br /> Ii & Associates, Inc. <br />