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• <br />• <br />• <br />Settler -Ryan, Inc. <br />Log of Boring MW -1 <br />PROJECT Former Chevron SS #9-5775 <br />LOCATION 301 West Kettleman Lane, Lodi, CA <br />GR PROJECT NO 346408 04 <br />SURFACE ELEVATION 42 39ft MSL <br />DATE STARTED 01/27/99 <br />WL (ft bgs) 542 DATE 01/27/99 TIME 1040 <br />DATE FINISHED 01/27/99 <br />WL (ft bgs) 542 DATE 01/27/99 TIME 1230 <br />DRILLING METHOD 8 in Nohow Stem Auger <br />TOTAL DEPTH 65 Feet <br />DRILLING <br />COMPANY V&W <br />Drilling, Inc <br />GEOLOGIST Barbara Sieminski <br />* <br />LU <br />m <br />x <br />o <br />cn <br />WELL DIAGRAM <br />Ei <br />n <br />ZGEOLOGIC <br />zJ <br />0 <br />DESCRIPTION <br />Z: <br />n <br />in <br />_j <br />a <br />- <br />4 <br />x <br />a <br />v <br />Lu <br />o <br />CCC <br />a <br />a <br />o <br />o <br />a <br />m <br />N <br />rn <br />Lb <br />cn <br />ML <br />SANDY SILT (ML) - dark yellowish brown (10YR <br />4/4), moist, low plasticity 80% silt, 40% fine sand <br />Color changes to yellowish brown (10YR 5/4), <br />becomes damp at 3 feet bgs <br />0 <br />MW1-5 5 <br />0 <br />MW1-$ <br />5M <br />SILTY SAND (SM) - pale brown OOYR 8/3), damp <br />70% fine sand, 30% silt <br />ML <br />SANDY SILT (ML) - yellowish brown (10YR 5/8), <br />damp, low plasticity 80% silt, 30-35% fine sand, <br />a <br />5-10% clay <br />a m <br />,� <br />cb <br />� <br />m <br />�� <br />U <br />0 <br />MW1-12 <br />j� <br />SP <br />SAND (SP) - very pale brown (10YR 7/2), damp, <br />100% fine sand <br />0 <br />MW1-18 <br />ML <br />SANDY SILT (ML) - yellowish brown 00YR 5/8), <br />damp, low plasticity, 80% silt, 30% fine sand, 10% <br />clay <br />0 <br />MW1-19 5 <br />20 <br />Color changes to brown (lOYR 5/4), 85-70% silt, <br />30% fine sand , 0-5% clay at 20 feel bgs <br />JOB NUMBER 346406 04 <br />Page Iof3 <br />