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F <br /> JOB#ICLIENT LOCATION <br /> EA ENGINEERING, EXX73R Exxon Stockton,Ca--Pershing <br /> SCIENCE.AND DRILLING AND SAMPLING LETHODS <br /> TECHNOLOGY, INC_ <br /> LOG OF SOIL BORING M W 9 <br /> C o ordind es: wA.I ER��� DRI L LING <br /> START FINISH <br /> Elevation top of casing: TItvE TllvE TIME <br /> DATE <br /> Cwing belowsurlace. REFERENCE fl DATE DALE <br /> w C tU = 1, v SURFACE CONDITIONS <br /> cZ' y J <br /> "s �d n w CL <br /> "u W a J <br /> �� m cn fl a o 0 DESCRIPTION by �J <br /> 20 <br /> _ 1 <br /> i <br /> 2 <br /> 10 3 <br /> t0 <br /> is 17 12 23.5 silt (MH) brown with minor clay, moist, <br /> j = 4no odor*, OVA= Oppm, minor sand clots <br /> r25 along with calcium carbonate mottling <br /> s <br /> - 7 <br /> 5 <br />' S 8 <br /> t8t7—t2 28 5 <br /> 9 silt (MH) brown moist, no odor*,OVA= Oppm <br /> 30 <br /> 3 <br /> 15 34.5 clayey silt (MH),brown with orange motttling,moist <br /> 3S no odor*, OVA= Oppm, with minor sand <br /> 1 6 <br /> Note: * no product was detected in these samples <br /> 7 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 /> 9- - <br /> 0— <br /> Page <br /> 0Page 2of 2 <br />