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Noft,� <br /> E49N40(81 <br /> t# <br /> c; <br /> E7N36(8) E40N37(8.5') <br /> •" BE49N34I109 <br /> W4N33(6') <br /> t <br /> {j <br /> ;'; i <br /> Pr <br /> •.• -• BW9N18(101) <br /> C• • <br /> LocationWSN18(9.5') E18N18(8') • <br /> E81 17(9') .3 <br /> W25N16(T} <br /> W12N14(8') • BE41N15(59 • <br /> • BE66N12(10.5') <br /> W14N10(T) <br /> •' 3BN8(S'}E8N10 I8W14N10D(8.5 N1 <br /> • • -a <br /> C• • E2N6(9') E31N5 5(5') <br /> E1N3(8') Proposed E72N1(9.5') <br /> E19N0{9') • <br /> oring <br /> W551(5') • <br /> Locaflun <br /> • E33.552.5(51 , <br /> All distances relative to this reference point <br /> E28511(5') • • E67510(5') <br /> 1325 Building <br /> a <br /> Boring <br /> Location <br /> LEGEND <br /> E18N18{8') • Sample location is 18 feet <br /> east and 18 feet north of FIGURE 2 <br /> reference point;sample <br /> depth below grade noted in Proposed Sample Locations for <br /> parenthesis Additional Characterization (Site#2) <br /> • Confirmation Soil Sample locations 1325 W. Weber Avenue q <br /> ® Former Sloped ExcavationSidewail Stockton, California <br /> SCALE 1"-10' <br /> El Former Excavation Bottom <br /> ERM-West,Inc. 1'94 <br /> 0 10 1572.101GC F101.04.94 <br />