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n r <br /> WALNUT GROVE ROAD <br /> -- — ---- — — — — — — — — — — — --- — <br /> / APPROXIMATE PROPERTY BOUNDARY <br /> C � <br /> 1 Sp3G • MW2 <br /> 1 • EXCAVATION <br /> 1 5p4: •Sp 9: MW3j I mWi I --i BUfLDING <br /> 1 Sp BC. <br /> Sp�`e I I <br /> Sp <br /> re► 1 � Sp�4C � ! I <br /> • Sp,Br, I I <br /> 1 L---J <br /> Sp�6% •SQ25C <br /> �-L 1 • SpSgC <br /> 0 r SpZ�C I? Lt <br /> 1 ••GOBSOIL Ptit� <br /> "RESIDUAL" <br /> 3 1 $01L PILE <br /> I <br /> its 1 •Sp.�gL <br /> � I <br /> 1p(I 1 <br /> 1 - , <br /> 1 , <br /> I <br /> 1 � <br /> 1 <br /> Legend <br /> MONITORING WELL <br /> Scala In Feet <br /> • CONFIRMATION SOIL STOCKPILE SAMPLE , <br /> 0 100 <br /> GENERALIZED SITE PLAN SHOWING FIGURE <br /> CONFIRMATION SOIL STOCKPILE SAP,4PLES <br /> GROUND ZERO ANALYSIS BARNYARD CORP(DRATION 6 <br /> 8960 W WALNUT GROVE ROAD <br /> THORNTON, CALIFORNIA <br /> FV- V01/314S <br />