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Gettler-Ryan Inc. <br />PROJECT Former Chevron SS 09-5775 <br />GSI PROJECT NO 346408 04 <br />DATE STARTED 01/26/99 <br />DATE FINISHED 01/26/99 <br />DRILLING METHOD* 6 in Hollow Stem Au <br />DRILLING COMPANY Vi Drrlhng, Inc <br />i w <br />* r- o N <br />Z J in <br />= a in UJ a >= v <br />uj <br />Log of Boring MW -2 <br />LOCATION 301 West Kettleman Lane, Lod, CA <br />SURFACE ELEVATION, 4271 ft. MSL <br />WL (ft bgs) 550 DATE 01/26/93 TIME 1245 <br />WL (ft bgs) 55 0 DATE 01/26/99 TIME 14 30 <br />TOTAL DEPTH 65 Feet <br />GEOLOGIST Barbara Siemrnskr <br />GEOLOGIC DESCRIPTION <br />SANDY SILT (ML/SM) - dark yellowish brown (10' <br />4/4), moist, low plasticity, 60% silt, 40% fine sand <br />Color changes to yellowish brown (10YR 5/4), 50% <br />silt, 50% fine sand at 3 feet bgs <br />WELL DIAGRAM <br />MWt-5 5 0 <br />• SM <br />MW1-7 7 0 SILTY SAND (SM) -pale brown (10YR 6/3), damp, 141 <br />70% fine san(, 30% silt <br />ML SANDY SILT (ML) - yellowish brown (10YR 5/8), <br />damp. low plasticity'. 70% silt, 30% fine sand <br />�v w <br />10MW2-10 0 a <br />a� m <br />SILTY SAND (SM) - yellowish brown OOYR 5/81, <br />damp, 70% fine sand, 30% salt <br />MW2-14 0 <br />SW SAND (SW) - yellowish brown (IOYR 5/4), damp, <br />15 100% fine to coarse sand <br />MW2-18 0 <br />CL -ML SILTY CLAY (CL -ML) - yellowish brown (1OYR 5/4), <br />MW2-17 0 damp, low plasticity; 50% clay, 40% sat, 10% fine <br />sand <br />ML SANDY SILT (ML) - light olive brown (2 5Y 5/fl), <br />damp. low plasticity; 60% sat, 30% fine sand, 10% <br />clay <br />�n <br />JOB NUMBER 348408 04 Page 1 of 3 <br />