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NORTH <br /> B-14 EXCAVATION LIMITS OF SOUTH <br /> B-23/ 13-3 B-13/ ASPHALT OR CONCRETE FORMER UNDERGROUND <br /> VW--6 MW-3 Pro' 5' B--20/ STORAGE TANK COMPLEX <br /> 0. - I ) VW-5 13-21/ Ar <br /> VW-10 B— 5 MW--1 <br /> ML SM ML <br /> 0 <br /> 440/<0.005 ML <br /> ML ML <br /> - '10 <br /> iSM•. - .1.. 4' ♦T"r"' •`T,.-•�--t-""-��., �.. •i� ..••ti.. <br /> oho ? <br /> - Q5- l <br /> SM. 10 <br /> '3 ,r•�, •;• <br /> . • . I .I}- •SW. <br /> Ld <br /> U 20 <br /> SW:. <br /> 005 <br /> � J•.• - ML " ML <br /> <1.0/<0.005 ML <1,0 <0.005 ML 20 <br /> ML <1.0/<0.005 <br /> z320/<0.005 4200/<0.05 ----�—--� —�---—�-- <br /> ? TD=25.5' 190 <0.0057-3 <br /> ML _' j , <br /> r' GF :-- 0 <br /> ML <br /> ML <br /> sm <br /> 40 <br /> Ld <br /> Ld <br /> ML W 40 <br /> -T- <br /> a- <br /> - <br /> a- <1.0/<0.005 .r'' <br /> w TD=46.5' 32/<0.005 ML fes_ . :� ` ML <br /> 50 ? 4, r - --�• —1^ 'is S ,? <br /> SW <br /> 1 ,�• ••S►l' <br /> .'l,. .. s.: '•.:. {. .9. - 1. s, �i, <br /> • :,: _ S <br /> 50 <br /> s .�-55.5 . 0. - <br /> sQ :r r Thr• � o.�a :- <br /> .SM EXPLANATION <I:Q _<{}p0 SM:..:.�4. ,rye 1 ,-�—_� <1.Q/? Q05 <br /> '' FILL TD=5x.51` <1 04Q.Qa5. -SM• 60 <br /> NOTES: 1 <br /> .. b= 3.. SILTS 1 Figure 2 •� -`.•. -�• :'.•` ,:.•' ' .�: <br /> 70 SW. (ML) See Fig for location of ;SW: } <br /> • _ cross section. <br /> SANDS, SILTY AND 2. See Appendix F for soil '�'"� <br /> CLAYEY SANDS symbol explanation. 70 <br /> ML (SP, SWI . sM, SO ML k <br /> iD=751 3. Elevations of wells relative to r1lean ? ��r <br /> (See Figure 4 for explanation of symbols) sea level were unavoiiable, well <br /> were plotted relative to ground surface. " SP ' <br /> TD=751 E <br /> f�y ARCO PRODU.TS COMPANY FIGURE NO. <br /> LJ SCALE: 0 1 Q 2Q FEET ARCO SERVICE NATION N0. 760 <br /> 225 SOUTH CkROKEE LANE <br /> LODI,.CALIFORNIA <br /> i PROJECT NO. ={ <br /> GEOLOGIC CRDS� SECTION A-A' - 805-142.02 <br />