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i <br /> } <br /> { <br /> CROSS <br /> SECTION <br /> WEST i EAST <br /> mW-18 CPT-13 <br /> 0 MW-14 MW-13 VEW-1 VEW-2 MW-9 CPT-1 MW-2 MW-8 Myy-10 <br /> { LEGEND: <br /> V ? <br /> E I APPROXIMATE CONTACT BETWEEN SOIL TYPES <br /> R <br /> T r [91.01<O.OD51<D.000] SOIL SAMPLE LOCATION <br /> / TOTAL PETROLEUM HYDROCARBONS AS <br /> C ? `.i [90.1190.0011-0.001] [e1.01<D.005/<0.0D5] <br /> R .� �; .. i :1 ' 6, GASOLINE,BENZENE,METHYL TERTIARY <br /> L 20 + , " ti , ' ? BUTYL ETHER CONCENTRATION IN <br /> MILLIGRAMS PER KILOGRAM(nV4<81 <br /> D �/ s r 7 <br /> P ? ' .' t ► ' '• s , ? GROUNDWATER SAMPLE LOCATION(20D1) <br /> j TOTAL PETROLEUM HYDROCARBONS AS <br /> r _ [950/<O.W-0,50] GASOLINE,BENZENE,METHYL TERTIARY <br /> H : : + [<2 .01] e .` 4 •, > ' BUTYL ETHER CONCENTRATION IN <br /> MICROGRAMS PER LIFER(µ9/L) <br /> N 40— ? [4,9001<S.OV<5.0] r •? HISTORICAL DEPTH TO GROUNDWATER <br /> [<0.1J<0.0p11<0,001] RANGE IN MONITORING WELLS(1988-20M <br /> F <br /> E [c1.0190.005!<0.005] <br /> ' <br /> E �', [<1001c1.01c1.0]/ ? ? / APPROXIMATE GROUNDWATER LEVEL IN 1979 <br /> B r j "' ': 19 <br /> - <br /> ` < [<1.Of10.D051c0.0)6] <br /> 01 <br /> <100 100 <br /> ' 2.2 SCREENED INTERVAL OF VEIL <br /> E <br /> L ?' [3 41-0 005!90,006! ,. '.' TD=55 4n4/06 TOTAL DEPTH OF BORING IN FEET BELOW <br /> W ~ �. <br /> 14�a00 a. : [<O.tl<0.0011e0.001] 00 TD-70 SURFACEGRADE <br /> S <br /> .• 4124H16 ! + [e50190.50/c0. <br /> TD 85- [ �] SILT&CLAY MIXTURES <br /> R / [<0.1Ic0.DQ1lc0,D01] ? <br /> F [13010.38790.04! <br /> TD=70 SAND,SILTY SAND, <br /> C ////z/x/ CLAYEY SAND,GRAVELLY SAND <br /> E [1,600l2U// <br /> [1,000li o/9s.Q] [-.01.0 W51<0.0051 <br /> R ? [25011.7!-0.1] 390 TPH AS MICROGRAMS <br /> CONCENTRATION <br /> [490/4 9/c2 a 10 7 [161-30 <br /> IN MICROGRAMS PER WTER pg/tA ,9=19f<1.0] 0.50 [<1.010.006/4.06] <f0 BENZENE CONCENTRATION IN pWI <br /> D , 4124108 MTBE CONCENTRATION INµD/L <br /> E DATE WELL SAMPLED <br /> 4 •+: .,�:•.:' '. •�'. [52/-0.50190.50] <br /> 11,000 ? TD=eu [91.01<0.DD5/<0.005J <br /> 910O' <br /> ;n +r.�[1,3001131e0.5] 4124!06 -1000 [c1.01<0.005!<0.05] <br /> 100 �� 9.91D.62r1 <� < <br /> 76 NOTES <br /> 5.0 1.ANALYTICAL RESULTS FOR SOIL SAMPLES COLLECTED NEAR <br /> [e1,01<0.005J<0.0D6w],, �:: •.'.t r;.,`.., <br /> ..:. <br /> '.• i e ' .•' [1310.79110.25] 24724D8 41. .0491-0, WELLS VEW-1 B VEV2 PRIOR TO SVE <br /> REMEDIATION(t <br /> 871? ^ [ 0ARE NOT INCLUDED ON THIS FIGURE <br /> TD=105• .. ..t..,;.,,4.. ••k.4� .iF.s. 's [<6D1cD.501<0.50] , <br /> raw;., [91.0190.005!90.05]; I 2.LOG FROM WELL BORING MW-3 ALSO UTILIZED FOR <br /> -r'7 i!'. -.��• -+•-•�-, �`� ' <br /> ?• �• .i ' .t •. •. '�'� �.. GEOLOGIC INTERPRETATION SHOWN, <br /> TD=115 =1 16 �. +' r :y <br /> 16 <br /> 128 130 11,000 ? [270!6.8/eD.SDJ' 'r', r t/ ' i ✓' ' :w <br /> 110 1100 ? <br /> 4fZ4106] 4/24/OB <br /> [<60/<0.501<a50] V 0 <br /> R R <br /> TD=140 ? T. <br /> TD=145 C .- 0 40 FT <br /> A <br /> L <br /> 20 FT <br /> E HORZ.SCALE <br /> 160 <br /> FORMER APACHE PLASTICS FACILITY FIGURE <br /> ENVIRONMENTAL,INC. 2050 EAST FREMONT STREET <br /> STOCKTON, CALIFORNIA 3 <br /> GEOLOGIC CROSS SECTION A-A' PROJECT NO. <br /> s <br /> 2005-2050-01 <br />