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JOB A CLIENTLZCATION <br /> M%EA ENGINEERING, EXX73R I Exxon 7 Stockton,Ca-Pershing <br /> SCIENCE.AND DRILLING AND SAMPLING METHODS <br /> TECHNOLOGY, INC_ <br /> LOG OF SOIL BORING NWO <br /> Coordindes, WATER LEYELDRILLING <br /> — START FINISH <br /> Elevation top of casing: TINE TIME TINE <br /> DATE <br /> Cuing below3urface: REFERENCE — DATE DATE <br /> C: Uj SURFACE CONDITIONS <br /> 0� F- -j <br /> Uj0 <br /> oLU <br /> < <br /> DESCRIPTION by <br /> 20 <br /> 2 <br /> to 3 <br /> to <br /> 17 295 <br /> 12 silt (MH) brown with minor clay, moist, <br /> no odor*, OVA= Oppm, minor sand clots <br /> 25 along with calcium carbonate mottling. <br /> 7- - <br /> 5 <br /> 8 <br /> 5 <br /> is 28.5 <br /> 17-12 silt (MH) brown moist, no odor*, OVA= Oppm <br /> 30 <br /> ............ <br /> .............. <br /> ............ <br /> 2 <br /> 3 <br /> 18 34.5 4 <br /> clay eq silt (MH), brown with orange mottiling,moist <br /> .............. <br /> 35 - - - - no odor*, OVA= Oppm, with minor sand. <br /> Note: * no product was detected in these samples <br /> but when the auger was extracted the sections of the <br /> auger that were at a depth greater than 20 feet <br /> had a pronounced fuel odor associated with the <br /> attached soils. <br /> 0 <br /> Page 2of 2 <br />