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i <br /> B 13' <br /> NORTHWEST SOUTHEAST <br /> 8-26/Vw-17 I <br /> 0 B--18/VW-9 B-7 0-1 8-5 B-25/VW-15 B-32/MW-1 0 <br /> co <br /> jL � r CH Z1� ML ML ML <br /> [<10/<0005] 1 { u! <? I <br /> [G20/<0Q5] � -----------[160/014]------------ <br /> [42/01] <br /> [9500/221-1 �?r � <br /> ML ML ML <br /> (<1 0/0 017] [<2 0/0 077] ;r= (<10/<0 1] <br /> 30 (71/086] [1.900/11] 0/014 [4900/30] 30 <br /> ML ML ML ML ML <br /> A [<l 0/0 0032] ML <br /> P [<1 0/0 2111 [<1 0/<0 005] ML P P <br /> P (49/<0 05] [2,100/4 8 R <br /> 0 [<1 0/0 017] [<2 0/<0 05] --' - <br /> X '[23/071] [113/0s1z] 1 p <br /> [<2 O/<0 051 M L X <br /> V 60 TD-55 �z �r _��.: ML <br /> ���� I[<1 Q/<00051, 60 V <br /> R [<10/<O005] - -�' E <br /> T [ 0/<O005] �[1po0o%140] =;� �:>� [<1 o/0o11] R <br /> <1 <br /> I TD=68' [7 800/87] ?` =�1 �'' -',-y°i'- �% <br /> r; - p <br /> A TD=75 [<I0/0082 ML r''�[isjoss] 5 ' <br /> L Kc '_o A <br /> ML I L <br /> D [3,200/69 MLS �:�'..�•. ��..�� ML D <br /> %� <br /> E 90 [<10/<O005] z..' '>7 I[<1O/<0005] 90 P <br /> . ��. <br /> P <br /> TD-90' r� �::�' ti ! TD=75' T <br /> .� <br /> H <br /> I N <br /> F [<1 0/0 00 D] 1 10 [4 440/22 31 F <br /> E 120 [264/2 261 E <br /> T 120 E <br /> T <br /> E [4 83/0 116] E <br /> L j L <br /> 0 ! 0 <br /> W <br /> [1 ss/<o I] W <br /> s I <br /> S <br /> U 150 <br /> R ]6 5x10-7} I 150 R <br /> F I F <br /> A ML A <br /> C [<1 0/<0 1] I C <br /> E E <br /> G ] G <br /> R R <br /> A A <br /> D 180 180 D <br /> E [<t 0/<0 1] E <br /> LEGEND <br /> ML USCS SYMBOL TD-200 <br /> 210 APPROXIMATE CONTACT BETWEEN SOIL TYPES ,i 210 <br /> SOIL SAMPLE LOCATION i <br /> [<2 0/<O 0511, TPH AS GASOLINE/BENZENE CONCENTRATIONS ] <br /> IN MILLIGRAMS PER KILOGRAM (mg/Kg) V 0 <br /> SCREENED INTERVAL R I� <br /> 16 5x10-'] PERMEA131UTY VALUES IN CENTIMETERS PER SECOND (cm/sec) T f FIGURE 6 <br /> TO=31 5 TOTAL DEPTH IN FEET BELOW SURFACE GRADE S GEOLOGIC CROSS SECTION B-8' <br /> ® CL/CH - CLAY SILTY CLAY L I ARCO SERVICE STATION NO 6100 <br /> E 30 FTi 25775 SOUTH PATTERSON PASS <br /> � -� SM - slLrr sAND <br /> 0 30 FT PROJECT NO DRAWN BY TRACY CA <br /> ML - CLAYEI SILT, SILT SANDY SILT DO00 340 ML 1/9/01 <br /> FILE—NO. PREPARED 9Y <br /> HORZ SCALE 6100 Cola B-B S 9 <br /> elta <br /> NEWS—ior, NO REVIEWED HY A <br /> Environmental <br /> Consultsids, Inc <br />