Laserfiche WebLink
Gettler--Ryan. Inc. <br />Log of Boring MW -5 <br />. PROJECT Former Chevron Station No 9-5775 <br />LOCATION 30f W Kettleman Lane, Lodi, CA <br />w <br />* m <br />� <br />o <br />v7 <br />L) <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />S^ 4Uj <br />U7 -4 J <br />S <br />U <br />ua y O <br />x a <br />to <br />0 <br />cn <br />ca <br />cn <br />ML -CL <br />CLAYEY SILT WITH SAND (ML -CL) - light brownish <br />c <br />4 <br />36 MWS -61 <br />gray (2 5Y 612), moist, hard, low plasticity, 40% silt, <br />40% clay, 20% fine sand <br />v <br />U <br />`ro <br />SAND WITH GRAVEL AND CLAY (SW -SC) -brown <br />a <br />SW -SC <br />(1OYR 5/3), saturated, dense 80% fine to coarse <br />_ <br />o = <br />64 <br />sand, 30% fine gravel, 10% clay <br />v <br />v <br />E <br />0 <br />46 MWS -66 <br />o m A <br />SM/ML <br />SILTY SAND (SM/ML) - brown (tOYR 5/3), saturated, <br />dense 50% fine sand, 45% silt, 5% clay <br />68 <br />U - <br />4 <br />b <br />47 <br />0 <br />0 <br />>100 MW5 70 5 <br />h <br />v <br />b <br />CL -ML <br />SILTY CLAY (CL -ML) - light yellowish brown (tOYR <br />SW -SC <br />614), saturated, hard, low plasticity 45% clay, 40% <br />m — <br />silt, 15% fine sand <br />— <br />72 <br />SAND WITH CLAY (SW -SC) - strong brown (7 5YR <br />4/6), saturated, very dense 90% fine to coarse sand, <br />—_ o <br />• <br />1076clay _�______ <br />SAND (SW) - pale brown (10YR 6/3), saturated, very <br />_ <br />SW <br />dense, 100% fine to coarse sand <br />_ <br />EM <br />0 <br />>100 MW5-75 5 <br />ML <br />SANDY SILT WITH CLAY (ML) - light yellowish brown <br />76 <br />00YR 614), saturated, hard, low plasticity, 60% silt, <br />30% fine sand, 10% clay <br />Bottom of boring at 76 feet bgs <br />(* = Converted to equivalent standard penetration <br />blows/foot ) <br />84 <br />JOB NUMBER 346408 06 Page 3 of 3 <br />