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WALNUT GROVE ROAD <br /> APPROXIMATE PROPERTY BOUNDARY <br /> MW7 <br /> 4se4 <br /> MW2 <br /> APPROXIMATE S05 H86 <br /> EXCAVATION LIMITS aHA3 HA <br /> Fora Concre4a Pad <br /> r- And T— -"-----� <br /> 3 <br /> HA< H83 L—— J <br /> APPROXIMATE AREA OF I �1Mw�Ha1 <br /> SOIL IMPACT(MW3 NEAR ND) sillHtl�l I-- , *5fI3 <br /> L------- K62. <br /> J <br /> I <br /> I I <br /> aHAI H25 <br /> I � <br /> I I <br /> I <br /> uses j I MF& � <br /> MWa I I <br /> L----------J <br /> I <br /> N <br /> Mw6 <br /> Scale In Feet <br /> 0 50 <br /> Legend <br /> +Mw5 <br /> MONITORING WELL <br /> H85q HAND AUGER SOIL BORING (DECEMBER 1996) <br /> DIRECT PUSH/HYDROPUNCH BORING (JULY 1999) <br /> HAI 0 HAND AUGER BORING (JULY 1999) <br /> FIGURE <br /> GROUND ZERO ANALYSIS <br /> 8960 W WALNUT GROVE ROAD <br /> THORNTON, CALIFORNIA <br /> FNS 0703/444S <br />