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Park Edge <br /> Concrete Slab <br /> 56.0 <br /> Ground T2-12 T2-13 <br /> Surface T2-11 T2.14 T2-15 <br /> 54,0 T2_g T2-10 <br /> f— <br /> T2-7 T2-B <br /> w T2-sLU . <br /> LL 52.0- <br /> z <br /> z Depth to <br /> Edge of Slab Probe Refusal <br /> 5ao.o .� <br /> 200 <br /> w i 24,000 mg/kg mg/kg <br /> LU <br /> 48.0 I _ .� / �� / \ 45,000 mg/kg 71 OODmg/kg� / \ <br /> 34.000 mg/kg <br /> 10,000 <br /> 46.0 <br /> 0 100 200 300 400 500 660,700 800 <br /> 0 50 100 FEET <br /> I`I II <br /> HORIZONTAL SCALE <br /> PROBE TRANSECT <br /> ACROSS ALDEN PARK <br /> KEY: Phase II <br /> 24,000 mg/kg OIL AND GREASE CONTENT ALDEN PARK <br /> v IN SOIL SAMPLE COLLECTED SITE ASSESSMENT <br />> ABOVE SLAB <br /> t Chevron Pipe Line Company <br /> m Tracy,California <br /> Q1Damas&Moora <br /> NOTE: Analysis performed by ANATEC Laboratories, Inc. of Santa Rosa, California <br />