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W25S8.5(7.5') 1N12W25(5.5') • <br /> 1BN12W21(8.5') <br /> W20S25(T) <br /> 1W20-SN19(T) <br /> W19S10(9') • IBW20.5N19(11.5') <br /> 1BS2W19(9.5') <br /> •.. +�1BN11W16(9.5') <br /> . . Ramp <br /> 1N21W8(8l <br /> Afl dl5tanceS relative to W4N10(e') • <br /> thisreferenceint . <br /> 1oi... <br /> x <br /> E8S14(8') • BE7SS(10') • <br /> E852(T) <br /> 1515 Building, <br /> E17S9(7.5') <br /> LEGEND <br /> W19S10{g') • Sample location is 19 feet west <br /> and 10 feet south of reference FIGURE 1 <br /> point;sample depth below grade <br /> noted in parenthesis Proposed Sample Locations for <br /> • Confirmation Soil Sample Location Additional Characterization (Site #1) <br /> ® Former Sloped Excavation Sidewall 1 1515 W. Weber Avenue <br /> SCALE 1"=1a Stockton, California <br /> Former Excavation Base i IERM-west,Inc 1'94 <br /> 0 10' 1572.1010CF101.04.94 <br />