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E <br />a <br />Gettler-Ryan, Inc. <br />w <br />� <br />u <br />ro <br />m <br />c <br />PROJECT: Former Chevron SS 09-5775 <br />GSI PROJECT NO.: 346408 04 <br />{ <br />DATE STARTED: 01125/99 <br />DATE FINISHED: 01/26/99 <br />DRILLING METHOD: 8 in. Hollow Stem Auger <br />DRILLING COMPANY: VFW OriNing, Inc. <br />} <br />Lu <br />x <br />J <br />*-Ij <br />Lo <br />7 I. Z <br />z.. <br />in <br />a <br />J <br />W <br />z � � � <br />a <br />J <br />l <br />m a. <br />L" ' tar) m a tai) 1 <br />(D <br />in <br />ML <br />i <br />�4 <br />, f <br />MW3-5 0 <br />MW3-7 0 <br />M <br />R <br />10 <br />r t <br />' <br />MW3-11 0 <br />SM <br />L. <br />MW3-14 0 <br />SP <br />15 <br />i <br />ML <br />F <br />MW3-17 0 <br />t <br />SM <br />2U <br />MW3-2t 0 <br />JOB NUMBER: 346406.04 <br />Log of Boring MW -3 <br />LOCATION: 301 West Kettleman Lane, Lodi, CA. <br />SURFACE ELEVATION: 42.41 ft. MSL <br />WL Ift. bgs): 55.0 DATE: 01/26/99 TIME: 9:20 <br />WL (ft. bgs?: 55.0 DATE: 01/28/99 TIME: 10:45 <br />TOTAL DEPTH: 65 Feet <br />GEOLOGIST: Barbara Sieminski <br />GEOLOGIC DESCRIPTION <br />SANDY SILT (ML) - yellowish brown (10YR 5/6; <br />damp, low plasticity. 60% silt, 35% fine sand, 5% <br />clay. <br />Color changes to light brownish gray (2.5Y 6/2) at 5 <br />feet bgs. <br />Color changes to light olive brown (2.5Y 5/6) at 6.5 <br />feet bgs. <br />SILTY SAND (SM) - brownish yellow (10YR 6/6), <br />damp: 60% fine sand, 40% silt. <br />SAND WITH SILT (SP) - brownish yellow (10YR 6/6), <br />damp: 85-90% fine to medium sand„ 10-15% silt. <br />SANDY SILT (ML) - strong brown (7.5YR 4/6), <br />damp, low plasticity; 60% silt, 30% fine sand. 10% <br />clay. <br />SILTY SAND (SM) - dark yellowish brown (10YR <br />419). damp; 55% fine sand, 45% silt. <br />WELL DIAGRAM <br />Page 1 of 3 <br />�v <br />4 � <br />ca <br />�° <br />� u <br />a� <br />w <br />� <br />u <br />ro <br />m <br />c <br />Page 1 of 3 <br />