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.7 <br />0 <br />Gettler-Ryan, Inc. <br />Log of Boring MW -3 <br />PROJECT Former Chevron SS #9-5775 <br />LOCATION 301 West Kettleman Lane, Lod), CA <br />GR PROJECT NO 346408 04 <br />SURFACE ELEVATION 42 41ft MSL <br />DATE STARTED 01/25/99 <br />WL (ft bgs) 550 DATE 01/26/99 TIME 920 <br />DATE FINISHED 01/26/99 <br />WL (ft bgs) 550 DATE 01/26/99 TIME 1045 <br />DRILLING METHOD 8 in Hollow Stem Auger <br />TOTAL DEPTH 65 Feet <br />DRILLING COMPANY VEW <br />Drilling, Inc <br />GEOLOGIST Barbara Soeminskr <br />* <br />w <br />Ca <br />z <br />LDDIAGRAM <br />o <br />in <br />W <br />v <br />J <br />GEOLOGIC DESCRIPTION <br />CL <br />Ul <br />L) <br />a� © <br />wy <br />o <br />-1 <br />a <br />a <br />a <br />a <br />a <br />a <br />Cr <br />d <br />o <br />r d <br />M <br />Cil <br />N <br />LJ <br />(n <br />ML <br />SANDY SILT (ML) - yellowish brown 00YR 5/6), <br />damp, low plasticity 60% silt, 35% fine sand, 5% <br />clay <br />rJ 0 <br />MW3-5 <br />Color changes to light brownish gray (2 SY 6/2) at 5 <br />feet bgs <br />Color changes to light olive brown (2 5Y 5/6) at 6 5 <br />0 <br />MW3-7 <br />feet bgs <br />10— <br />UO <br />� <br />4 <br />c <br />CU <br />cb <br />u <br />0 <br />MW3-it <br />ro <br />N � <br />SM <br />SILTY SAND (SM) - brownish yellow (10YR 6/6), <br />damp, 60% fine sand, 40% silt <br />0 <br />MW3-i4 <br />- <br />SP <br />SAND WITH SILT (SP) - brownish yellow (10YR 6/6), <br />15 <br />damp, 85-90% fine to medium sand, 10-15% silt <br />_ <br />ML <br />SANDY SILT (ML) - strong brown (75YR 4/6), <br />0 <br />MW3-17 <br />damp, low plasticity 60% silt, 30% fine sand, 10% <br />clay <br />20 <br />SM <br />SILTY SAND (SM) - dark yellowish brown (10YR <br />- <br />4/8), damp, 55% fine sand , 45% silt <br />0 <br />MW3-21 <br />JOB !NUMBER 346408 04 <br />rage r a <br />