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I � <br /> E49N40(8) <br /> E40N37 ON) <br /> • BE49N34(l0'} <br /> W4N33(6') <br /> i <br /> r <br /> ' s s• -s BW9N18 1109 <br /> h <br /> • • W5N18(9.57 E16N18(8-7) • <br /> E81N17(99 <br /> W25N16(T) W12N19 f8') • BE4V9I (5') • i <br /> • BE66N12(10.5) <br /> W14N10(T) <br /> W14N10D(8.5') • BE20N10(119 + E28N'l0(81) E38NS(5) s <br /> ' •ss -s77 <br /> • s E2N6 f9') E31N5.3(51) <br /> E1N3(81 _ E72N1(9.59 <br /> E19N0{9) • <br /> W551(S') • <br /> Ammon <br /> o- <br /> • E33.SS2.5(59 'r' <br /> All distances relative to this reference point <br /> E28S11(5') • • E67S10(51) <br /> 1325 Building <br /> 3 <br /> �i <br /> F <br /> a <br /> f <br /> LEGEND <br /> E18N18(89 • 'ample location is 18 feet <br /> east and 18 feet north of <br /> reference point;sample _ FIGURE 2 <br /> 'a <br /> depth below grade noted in Proposed Sample Locationsfor <br /> parenthesis <br /> • Confirmation Soil Samplelacations Additional Characterization (Site V) 3 <br /> 1325 W. Weber Avenue <br /> SCALE® Former Sloped Excavation Sidewall Stockton, California <br /> ❑ I I <br /> Former Excavation BottomERM-wee,Mc. 194 <br /> i572.i61GCFlU1.04.94 <br /> 0 10 <br />