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F, <br />Gettler—Ryan, Inc. <br />C)[GSIROJECT: <br />Former Chevron SS #v9-5775 <br />PROJECT N0.: 346408.04 <br />DATE STARTED: 01/27/99 <br />DATE FINISHED: 01/27/99 <br />k <br />DRILLING METHOD: 8 in. H0110w Stem Aq <br />DRILLING COMPANY: <br />V&W Drilling, Inc. <br />w <br />m <br />x <br />z <br />* <br />F- <br />r <br />o to <br />J fn <br />ILL <br /># <br />e <br />aCk- <br />„Z„ <br />c- <br />a <br />S U <br />a. <br />Wma' <br />ti <br />m <br />a <br />of <br />0 t(n <br />. <br />. <br />I <br />SP <br />r-, <br />ML <br />+ <br />to <br />1MW4-11 1 70 1 0 <br />MW4-18 20 Q <br />MW4-20.5 >100 Q <br />JOB NUMBER: 346406.04 <br />Log of Boring MW -4 <br />LOCATION: 301 West Kettleman Lane, Lodi, CA <br />SURFACE ELEVATION: 4287 ft. MSL <br />WL (ft. bgs): 53.0 . DATE: 01/27/99 TIME: 14:00 <br />WL (ft. bgs): 630 DATE: 01/27/99 TIME: 14.15 <br />TOTAL DEPTH: 65 Feet <br />GEOLOGIST: Barbara Sieminski <br />GEOLOGIC DESCRIPTION <br />PEA GRAVEL - fill. <br />SAND (SP) - dark brown (IOYR 3/8), damp; 100% <br />fine sand; fill <br />SILT WITH SAND (ML) -light olive brown (2.5Y 5/4), <br />damp, low plasticity, hard; 70% silt, 15% fine sand, 15% <br />clay. <br />SAND WITH SILT (SP -SM) - yellowish brown (10YR <br />5/8), damp, medium dense: 00% fine sand, 10% silt. <br />SANDY CLAY (CL) - brown OOYR 5/3), moist, low <br />Plasticity; 50% clay. 30% fine sand, 20% silt. <br />WELL DIAGRAM <br />� V <br />a <br />u m <br />H` c <br />i <br />Page 1 of 3 t <br />