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{ <br /> i � 1 <br /> I' MW-2 VIEW LOOKING WEST B-1 MW-1 VIEW LOOKING WEST MW-4 <br /> 0 PROJECTED DESTROYED <br /> — — — — — — — — — — �— — — — — — — — — — CONCRETE/ASPHALT <br /> ' — FILLBASEROCK <br /> S ..— ..,_......, ..,., .r..r.,,s•:: :: '".—� <br /> t! <br /> SC SC <br /> MLSC77 <br /> 10 <br /> :. • <br /> 111 {p _ <br /> :� <br /> 1 <br /> LuLL <br /> S <br /> : •:::• <br /> Z :•. 1...•: r <br /> ....: .� <br /> W <br /> J " ........ <br /> PERCHED.... <br /> ..L:':. ::.•::.......:;.:.....::..• <br /> : <br /> U — <br /> .... .+.�.�!.% <br /> .. <br /> C!J <br /> rr�� ....4�s•. ,�•. .. <br /> •moi.: <br /> gra.. :�: {+:r:•: <br /> SM ': SC <br /> SW <br /> ' ,,, SHALLOW AQUIFER <br /> -- ...... <br /> —30 <br /> ' LEGEND <br /> MONITORING WELL SOLID SECTION CH CLAYS OF RIGH PLASTICITY <br /> ' MONITORING WELL SLOTTED SECTION CL CLAYS OF LOW TO MEDIUM PLASTICITY <br /> SC CLAYEY SANDS SCALE: in = 1O' <br /> ' — CLAYEY SOILS SM' SILTY SANDS VERTICAL = HORIZONTAL <br /> SANDY SOILS SW WELL GRADED SANDS <br /> APPROXIMATE OR INFERRED SOIL TYPE BOUNDARY ML SILT OR CLAYEY SILTS (CLAYEY SILTS SHADED) <br /> i <br /> I <br /> LAST MEASURED WATER LEVEL <br /> ' Q FIRST ENCOUNTERED WATER LEVEL <br /> REVIEWED BY: <br /> ' NOTE: THE LINES DESIGNATING THE INTERFACE BETWEEN SOIL OR ROCK MATERIALS ON THE GEOLOGIC <br /> CROSS SECTION ARE DETERMINED BY INTERPOLATION AND ARE THEREFORE APPROXIMATIONS. CROSS SECTION MW-2 TO MW 4 <br /> THE TRANSITION BETWEEN THE MATERIALS MAY BE SHARP OR GRADATIONAL. "/&MAR <br /> '=WIL4 r r <br /> SOURCE:EXCELTECH INC., JULY 1991, PHASE pl SOIL AND GROUNDWATER INVESTIGATION APPROVED BY: QUIK STOP 132 <br /> AT QUIK STOP MARKET 132. FIGURE 6 <br /> 3555 WEST HAMMER LANE JOB DRAWN BY: <br /> ' 3-49132-33 E.C. <br /> DATE DRAWING *: <br /> STOCKTON, CALIFORNIA 6122192 FIG. 5 <br />