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Gettler-Ryan, Inc. Log of Boring U-25 <br /> • PROJECT Former Unocal Service Station No 0187 LOCATION 437 East Miner Avenue, Stockton, CA <br /> LLLU <br /> * M co <br /> o (n <br /> CL w 7ca J GEOLOGIC DESCRIPTION WELL DIAGRAM <br /> 2^ 4 U) -i J X CJ <br /> LU�' o a a � o <br /> cn cn 0 En <br /> CL <br /> 0 >100 U-25-915 <br /> ML SILT (ML) - dark greenish gray (58G 4/1) moist, hard <br /> 100% silt, trace of clay, trace of fine sand <br /> 96 0 >100 U-25-98 5 e <br /> v <br /> CL <br /> ML SILT WITH SAND AND CLAY (ML) - dark greenish gray v <br /> (586 4/1), moist, hard, 70% silt, 20% fine sand, 10% m <br /> clay. trace of black nodules <br /> ti <br /> 0 >100 U-25-1015 <br /> 102 __ _ _ _ _ _ _ _ _ _ j) <br /> SP POORLY GRADED SAND (SP) - <br /> brown (7 5YR 4/4), <br /> wet, very dense 90% fine to medium sand, 10% coarse <br /> sand <br /> 0 76 U-25-106 0 <br /> ML SANDY SILT WITH CLAY (ML) - dark greenish grayou <br /> (58G 4/1), moist, hard, 60% silt, 30% sand, 10% clay A <br /> 108 <br /> 0 >100 U-25-111 Becomes wet 60% silt, 30% fine to medium sand, 10% — <br /> clay, trace of black nodules = o <br /> — c <br /> No recovery <br /> 114 a <br /> O -1 <br /> n,4 <br /> Y� <br /> 120 Bottom of boring at 120 feet bgs <br /> ( Converted to equivalent standard penetration <br /> blows/foot ) <br /> 126 <br /> 132- <br /> 1138-1 <br /> JOB NUMBER 240042 08 Page 3 0f 3 <br />