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/Vwa <br /> W25S8 5(7.5') • <br /> 1N12W25(6.5') • <br /> W2QS25(T) IBN12W21(8.5') • <br /> W19S10(9') • IW20.5N19 fT) <br /> 16S2W19(9.5') �} 1BW20.5NI9(11.5') <br /> ... IBN11WI6(9.51) <br /> Ramp <br /> m <br /> • W97S(61) <br /> 1N21W8 <br /> 8(8') <br /> ... <br /> ll distances rely hve {o W4N10(89 • <br /> : <br /> Proposed <br /> this reference pont <br /> x O <br /> Boring <br /> E8514 ISO • BE7Ss(1Q') • Location <br /> ISIS 131111din8 <br /> 17S9( .51) <br /> I <br /> LEGEND <br /> W19S10 f9') • Sample location is 19 feet west <br /> and I0 feet south of reference <br /> point;sample depth below grade FIGURE 1 <br /> noted in parenthesis <br /> • <br /> Confirmation Soil Sample Location Proposed Sample Locations for <br /> ® Additional Characterization (Site #1) <br /> Former Sloped Excavation Sidewall 7575 W. Weber Avenue <br /> 0 Former Excavation Base mate Stocktonf California <br /> 0 10. ERM-wear,Inc. V94 <br /> Y 1672.1 o10CF101.D4.94 <br />