Laserfiche WebLink
• <br />Gettler-Ryan, Inc. <br />Log of Boring MW -3 <br />PROJECT Former Chevron SS #9-5775 <br />LOCATION 301 West Kettleman Lane, Lodi, CA <br />* <br />w <br />m <br />t- <br />o <br />to <br />Ei <br />W <br />? <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />T <br />n <br />a <br />M <br />0. <br />� <br />a <br />U <br />Lu <br />o <br />-j <br />a <br />a <br />¢ <br />o <br />o <br />CL <br />m <br />U) to <br />co <br />cn <br />SM <br />0 <br />MW3-22 5 <br />ML <br />SANDY SILT (ML) - yellowish brown (10YR 5/8), <br />damp, low plasticity 80 % silt, 30% fine sand, 10% <br />SM <br />clay <br />SILTY SAND (SM) - light olive brown (2 5Y 5/6), <br />0 <br />MW3-24 <br />damp, TO% fine sand, 30% silt <br />ML <br />SANDY SILT (ML) - yellowish brown (IOYR 5/8), <br />damp, low plasticity 50% silt 40% fine sand, 10% <br />clay <br />26- <br />0 <br />MW3-27 <br />Silt increases to 85%, sand decreases to 30%, clay <br />0 <br />MW3-29 5 <br />decreases to 5% at 29 feet bgs <br />a <br />31 <br />Sand increases to 50% at 31 feet bgs <br />m <br />`m <br />CU <br />c <br />U`D <br />a' m <br />SW <br />SAND (SW) - very pale brown (1OYR T/3), damp, <br />0 <br />MW3-33 <br />100% fine to coarse sand <br />r <br />ro� <br />u <br />CL -ML <br />SILTY CLAY (CL -ML) - light gray (2 5Y 7/2), damp, <br />0 <br />MW3-35 <br />low plasticity, 70% clay, 30% silt <br />36 <br />0 <br />MW3-36 5 <br />ML <br />SANDY SILT (ML) - light olive brown (2 5Y 5/6) , <br />damp, low plasticity, 50% silt, 40% fine sand, 10% <br />clay <br />41 <br />- <br />- <br />0 <br />MW3-415 <br />- <br />- <br />- <br />- c <br />m <br />- a <br />SM <br />SILTY SAND (SM) - light yellowish brown (IOYR <br />^+ <br />0 <br />MW3-44 <br />8/4), damp, 70% fine sand, 30% silt, <br />0 _ <br />o <br />h <br />1 <br />JOB NUMBER 346408 04 <br />rage 1 or i <br />