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EW011AU 9 <br /> CPT-17 <br /> A STREET t <br /> Former <br /> Manhole W-1 <br /> and Sump CPT4 <br /> (Grouted in Place) Paved(Asphalt) <br /> e <br /> ®2._CIS. 0 <br /> LM729A � /'�•'� L 093A11 <br /> Area of Former Excavation LM175AU �J,p,L3 +//CPT•t5 , <br /> Ramp / (CPT 162CPT•2f ? I C a OS <br /> T-18 <br /> CPT•29 <br /> I i <br /> CPT-21 CPT•7® T- <br /> CPT•5 " Former <br /> 4} (�$ Manhol CPT•1$, <br /> Q CPT-11 rr d W-3 I Tri <br /> f.3�� l �7■-54"t, and Sump <br /> P pg Excavation + Bldg.28 <br /> PT•d CPT•25 (CSlab) <br /> CPT-12 O i ® . C P1 �e�Z slab) <br /> C •28 <br /> Q CPT-13 t; 8^3 ) SWIM 23 <br /> CPL22 I CPT-20 <br /> •�i J ` OFFICE <br /> CPT-14 O Dock <br /> ` f <br /> I CPT-23'0 <br /> d <br /> LU <br /> f,�jj � y <br /> fpT � _ <br /> WAREHOUSE10 4 ' <br /> CPT-27 <br /> i Q <br /> I <br /> i 32 <br /> I O,W <br /> C LEGEND <br /> ip + Monitoring Well Location <br /> 4 ® Former Monitoring Well Location <br /> G � <br /> Extraction Well Location <br /> s` - <br /> - - - IWPL Location <br /> Q URS Soil Boring Location,Round 1 <br /> ♦ URS Soil Boring Location,Round 2 <br /> 0 N 50 t URS Soil Boring Location,Round 3 <br /> I <br /> SCALE IN FEET Floor Drain(Grouted in P ace) <br /> NOTE:Boring locations shown are approximate. n r �.y <br /> 'W <br /> Figure 2-1. Boring Locations, Warehouse 10, DDJC-Tracy <br /> RwL3 Leffev- <br />