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1 1 <br /> f B1 <br /> B MW-4 MW-2 <br /> MW-3 0 <br /> 0— <br /> - 5 <br />' 5- <br /> 10 <br />' 10 <br /> I <br /> CLAYEY SILT/SkLTY CLAY 15 <br /> 15 BROWN MOIST <br /> — 20 <br /> 20 - - - - _ - -- - - - - <br /> =_ <br /> o SAND Z = 25 z <br /> 25 FINE MOIST TO WET = __ <br /> 30 <br /> o = GRAVEL m <br /> ' m — — — — — — — L — — — — — — — — — — — — — — — — — — — — 35 <br /> 35— w <br /> a = o <br /> w — <br /> = 40 <br /> 40 <br /> ' 45 CLAYEY SILT/SILTY CLAY 45 <br /> GRAY MOIST TO WET <br /> 50 j 50 <br /> 55 <br /> ' 55— <br /> ' N <br /> _ LEGE D t <br /> GROUNDWATER FIRST OBSERVED <br /> FINAL GROUNDWATER LEVEL ' <br /> No NOT DETECTED HORIZONTAL SCALE IN FEET <br /> 0 5 <br /> 0 l0 <br /> ' VERTICAL SCALE IN FEET <br /> s <br /> TIRE pwH PROJECT NO 62401514 <br /> GENERALIZED GEOLOGIC CROSS—SECTION 13-13' �HKp' TMM DES MFM 1717 s CENTER STREET <br /> sracKToN CA <br /> 0 <br /> FIGURE 4 <br /> pHDL0lZRIN "91 <br /> DATE 5/9/02 REV p <br /> ' o C O R P <br /> u , <br />