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A PROJESB_ 1 D <br /> �E �'j B SOIL BORING B' <br /> MW-5 MW-2 VW-8 VW-7 MW-3 MW-1 i VW--6 <br /> O <br /> 0 <br /> GL RLL i <br /> 1 <br /> sm SILTY <br /> G GRAVEL ML <br /> SAND S <br /> S CP <br /> TANK BASIN THCV-ND S4ND TANK BASIN <br /> � <br /> SILTY SAND OVEREXC1IVATION SILTY THCE-NA OVEREXCAVATION <br /> 10S AND SAND THCV-Np SAND B-NO , MARCH 1995 <br /> THCE-NA MARCH 1995 AND 10 T-ND THCV-ND <br /> SP B-ND SWD SP X-ND SP THCE-NA <br /> T-NO B-ND <br /> E-NO T-ND <br /> CL CLAY X-ND ML I THCV-NO E-ND <br /> M SILT S B-ND A X-ND <br /> SC CLAYEY SAND SILT S ML T-ND ML THCE-NA <br /> ML 8-ND <br /> S 1 E-ND _ <br /> ND <br /> 20 �THCV-0.8 SILT ML ML THCV-0.9 X-ND !LT E-ND <br /> 20 THCV-0.6 X-ND <br /> THCE-ND CL THCE-ND <br /> SAND AND B-ND SP B-ND THCE-ND <br /> Lo SILTY.S4ND T-0.3 B-ND <br /> E-ND M T-0.3 w T-0.3 <br /> X-ND M SILT SAND SP X-ND E--ND <br /> X-ND THCV-NDS <br /> S CL CLAY CL 'THCE-NA <br /> C CL IB-ND G , CL <br /> Sw <br /> 30 CLAY AND C1AY !E-ND <br /> LAY <br /> SILTCL 34 f-ND <br /> I <br /> Z <br /> SILT M 7— <br /> M <br /> 1 CL <br /> ; r D <br /> CL THCV-1.2 THCV-0.9 � THCV-ND 1 <br /> o M S SILT ML 6 k�h1D THCE-ND B 0NA <br /> ` T-0.4 B- .4 T-ND <br /> 40 THCV-ND SP SP THCV-0.85 M THCV-0.45 5 X-ND 40 X-ND X-ND �� SP <br /> THCV-0.6 THCV-0.85 <br /> THCE-NA THCE-ND THCE•-NA THCE-NA i THCE-NA <br /> B-ND B-ND 8-0.47 B-N <br /> T-ND T-0.3 TD-41.5'T-0.08 T--NDB-0.47 <br /> TD-41.5. T--0.08 <br /> E-NO E-ND E-ND TD-41.5' E-ND i E-ND <br /> X-ND X-ND X-ND X-ND X-ND <br /> vWO AND <br /> SILTY SAND <br /> SP <br /> SAND AND <br /> 50SP SILTY S41VD <br /> 50 <br /> SP SAND AND <br /> SC SILTY SfWD F <br /> .YAYEY <br /> SAND C <br /> 60 <br /> LJ M BO <br /> SILT <br /> TD-61' TO-61' T6_61' S <br /> 1 <br /> t 10 FT <br /> LEGEND: <br /> THVC TOTAL HYDROCARBONS (VOLATILE) FIGURE 4 <br /> THCE TOTAL HYDROCARBONS (EXTRACTABLE) <br /> ASPHALT AND AGGREGATE BASE B BENZENE <br /> Sm VSCS SYMBOL T TOLUENE GEOLOGIC CROSS SECTIONS A-A' & B-B' <br /> APPROXIMATE CONTACT BETWEEN SOIL TYPES E ETHELBE ZENE D BEACON STATION N0. 502 <br /> E� SOIL SAMPLE LOCATION x XYLENES i VERnCAL SCALE i 35 NORTH CHEROKEE LANE <br /> NO NOT PRESENT OR BELOW METHOD DETECTION LIMITS <br />' SCREENED INTERVAL NA NOT ANALYZED LODI, CA. <br /> TO TOTAL DEPTH SOIL SAMPLE ANALYSIS RESULTS IN MILLIGRAMS PER KILOGRAM 0 20 FT P CT NO. DRAWN BY <br /> (m9/K9) O. By <br /> 9, <br /> HORIZONTAL SCALE O. I.H. 12 Delta <br /> "Q" FILE PREPARED BY <br /> 907--2 OMK _ <br /> REVI ION NO. .WED BY IM/Aconsultantoo <br /> ea�� <br /> 3 <br /> I <br /> i <br />