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• <br />• <br />0 <br />Gettler—Ryan. Inc. <br />Log of Boring MW -3 <br />PROJECT Former Chevron SS 09-5775 <br />LOCATION 301 West Kettleman Lane, Lodi, CA. <br />GSI PROJECT NO 346408 04 <br />SURFACE ELEVATION 42.41 ft MSL <br />DATE STARTED 01/25/99 <br />WL (ft bgs) 550 DATE 01/26/99 TIME 920 <br />DATE FINISHED 01/28/99 <br />WL (ft bgs) 550 DATE 01/26/99 TIME 10 45 <br />DRILLING METHOD 8 in Hollow Stem Auger <br />TOTAL DEPTH 85 Feet <br />DRILLING COMPANY <br />V&W Drilling, Inc <br />GEOLOGIST Barbara Sieminski <br />W <br />z <br />* <br />z <br />o <br />N <br />WELL DIAGRAM <br />j <br />� <br />a <br />w <br />= <br />-i <br />GEOLOGIC DESCRIPTION <br />= <br />dv <br />CL <br />o <br />s <br />a <br />J <br />a <br />a <br />o <br />iu <br />VJ <br />y <br />(D <br />o � <br />N <br />m <br />a <br />U)i <br />ML <br />SANDY SILT (ML) - yellowish Drown (10YR 5/8), <br />damp, low plasticity; 80% silt, 35% fine sand, 5% <br />clay <br />MW3-5 <br />0 <br />Color changes to fight brownish gray (2 5Y 8/2) at 5 <br />feet bgs <br />Color changes to light olive brown (2 5Y 5/8) at 8 5 <br />MW3-T <br />0 <br />feet bgs <br />to <br />0. <br />MW3-i1 <br />0 <br />c <br />SM <br />SILTY SAND (SM) - brownish yellow (IOYR 8/8), <br />damp, 80% fine sand, 40% silt <br />MW3-14 <br />0 <br />SP <br />SAND WITH SILT (SP) - brownish yellow (10YR 8/0, <br />15 <br />damp, 85-00% fine to medium sand, 10-15% silt. <br />ML <br />SANDY SILT (ML) - strong brown (7 SYR 4/8), <br />damp, low plasticity; 80% silt, 30% fine sand, 10% <br />MW3-17 <br />0 <br />clay <br />20 <br />SM <br />SILTY SAND (SM) - dark yellowish brown 00YR <br />4/81, damp. 55X fine sand , 45% sUt. <br />MW3-21 <br />0 <br />JOB NUMBER. 346408 04 <br />Page 1 of 3 <br />