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r <br /> W25SB.5(7.5') • i 1N12W25(6.5') • <br /> 1BN12W21(S.5'1 •: <br /> W20S25(T) W19S10(97 • <br /> 1W20.5N19(T) <br /> 1BS2W19(9.5'1 1BW20.5N19(11.5') <br /> ... 1BN11W16(9.5') <br /> t <br /> Ramp <br /> • w97s(67 <br /> 1N21W8(8'} <br /> A11 diStanCes relOve to W4N10 f8') • <br /> this reference. point <br /> ar <br /> ,.osed 10 <br /> Boring <br /> yv BE7S8(10'1 LocationE8S14(8 <br /> EBs2(r> <br /> • Q 1515 Building <br /> Boring <br /> Uwation <br /> �. <br /> E17S9(7.57 <br /> LEGEND <br /> W GE (9'1 • Sample location is 19 feet west <br /> and 10 feet south of reference <br /> point;sample depth below grade FIGURE 1 <br /> noted in parenthesis Proposed Sample Locations for <br /> Confirmation Soil Sample Location Additional Characterization (Site #1) <br /> ® Former Sloped Excavation Sidewall 1515 W. Weber Avenue <br /> SCALE 1.-1a Stockton, California <br /> ElFormer Excavation Base i ERM-w�a,Inc 1194 <br /> 0 10, 1572.101QCF101.04.94 <br />