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+ <br /> ' I <br /> I <br /> r <br /> I' VIEW LOOKING NORTH <br /> MW-3 B-5 B-3 B-2 MW-i MW-5 MW-1R <br /> 0 PROJECTED PROJECTED PROJECTED DESTROYED I <br /> BASEROCK----w— l ,f"' 9 <br /> ; . <br /> F <br /> ONCRETI= ASPHALT <br /> _ SC Sc <br /> SC mixSW <br /> -10W �. <br /> 111 <br /> ' .. <br /> SW SMISW <br /> z <br /> =:=1 <br /> :_: <br /> _ `sc sM <br /> sM <br /> SM <br /> ..:..... ,. r. .� :•:.•:::.:•::.•.•.•..::::::: :... PERCHED AQUIF <br /> : ! <br /> SW <br /> r. .wry <br /> 2 •. h' <br /> I <br /> Q <br /> I � { <br /> SW _....�. ..... <br /> SHALLOW AQUIFER 'f W <br /> SW <br /> I <br /> 30 <br /> LEGEND <br /> 11 <br /> MONITORING WELL SOLID SECTION <br /> I <br /> MONITORING WELL SLOTTED SECTION CL CLAYS OF LOW TO MEDIUM PLASTICITY SCALE: In = Io* <br /> SC CLAYEY SAM VERTICAL = HORIZONTAL <br /> �' ..�.. CLAYEY SOILS SM SILTY SANUt <br /> SANDY SOILS SW WELL GRAD SANDS <br /> APPROXIMATE OR INFERRED SOIL TYPE BOUNDARY ML SANDY SIL?4. <br /> LAST MEASURED WATER LEVEL <br /> O FIRST ENCOUNTERED WATER LEVEL <br /> ' REVIEWED BY: <br /> NOTE: THE LINES DESIGNATING THE INTERFACE BETWEEN SOIL OR ROCK MATERIALS ON THE GEOLOGIC I CROSS SECTION MW-3 TO MW-lIII <br /> CROSS SECTION ARE DETERMMIED BY INTERPOLATION AND ARE THEREFORE APPROXIMATIONS. <br /> THE TRANSITION BETWEEN THE MATERIALS MAY BE SHARP OR GRADATIONAL. �� "�i-� Arm� <br /> APPROVED BY: OUIK STOP 132 <br /> SOURCE:EXCELTECH INC„ JULY 1991,PHASE III SOIL AND GROUNDWATER INVESTIGATION <br /> AT QUIK STOP MARKET 132, FIGURE 5 3555 WEST HAMMER LANE JOB DRAWN BY: <br /> 3-49132-33 E.C. <br /> ^' STOCKTON, CALIFORNIA DATE DRAWYA •: <br /> 6/22192 FIG. 4 <br />