Laserfiche WebLink
N <br />r <br />Gettler—Ryan, Inc. <br />Log of Boring MW -3 <br />h- <br />PROJECT: Former <br />Chevron SS 08-5775 <br />LOCATION: 301 West Kettleman Lane, Lodi, CA. <br />w <br />z1- <br />z <br />Z <br />0 <br />U) <br />N <br />w <br />W <br />CL <br />w <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />H w <br />i <br />o <br />o <br />d <br />a <br />a <br />J <br />Uj <br />d Q= <br />(an <br />m <br />a <br />m <br />0ren <br />r <br />MW3-45'5 <br />1.7 <br />CL -ML <br />SILTY CLAY (CL -ML} - light olive brown (2.5Y 5/4), <br />_ <br />damp, low plasticity: 60% clay, 40% silt <br />_ <br />ML <br />MW3-47 <br />0 <br />SANDY SILT ML - light olive brown 2.SY 4 <br />( } 9 ( 5/ ), <br />= <br />damp, low plasticity. 05% silt, 30% fine sand, 5% <br />— <br />clay. <br />color changes to yellowish brown (lOYR 5/4) at 49 <br />feet bgs. <br />50 <br />— <br />t <br />Mw3-S1 <br />65 <br />_ <br />— <br />SM/ML <br />SILTY SAND (SM/ML) - pinkish gray (7.5YR 6/2), <br />damp; 50% fine sand. 50% silt. <br />_ <br />v <br />c <br />Q <br />CL/SC <br />r <br />MW3-54.5 <br />25 <br />SANDY CLAY WITH CLAYEY SAND LENSES (CL/SC) <br />_ <br />i55 <br />- brown (IOYR 5/3), moist, low plasticity; 40% clay, <br />30% fine to medium sand, 30% silt. <br />�� <br />N — <br />N — <br />NW3-57 <br />31 <br />MW3-59.5 <br />5.4 <br />— <br />" <br />60 <br />w <br />_ <br />MW3-62 <br />1.7. <br />= <br />Sc <br />CLAYEY SAND (SC) - yellowish brown (IOYR 5/4), <br />— <br />saturated: 50% fine to coarse sand, 30% clay, 20% <br />silt. <br />=_ <br />— <br />MW3-64.5 <br />0 <br />— <br />65 <br />Bottom of boring at 05 feet. <br />(e Not applicable, samples collected continuously <br />using split barrel sampler) <br />JOB NUMBER: 346408.04 Page 3 of 3 <br />