Laserfiche WebLink
0 <br />• <br />Settler -Ryan, Inc. <br />Log of Boring SB -2 <br />PROJECT Former Chevron Station Ato 9-5775 <br />LOCATION 301 W Kettleman Lane, Lodi, CA <br />CLLU <br />z r- <br />o <br />cn <br />CL <br />1 <br />w <br />0 <br />GEOLOGIC DESCRIPTION <br />REMARKS <br />z ^ <br />Q <br />cn <br />� _jx <br />x <br />LU w <br />Q Q <br />CL <br />CC <br />q <br />U] U] <br />C7 <br />En <br />-9— <br />ML <br />SANDY SILT (ML) - yellowish brown (lOYR 5/8), damp, low <br />plasticity, 65% silt, 30% fine sand, 5% Gay <br />0 <br />>I00 <br />SB2-30 <br />SW <br />SAND (SW) - brown (10YR 3/3), damp, very dense 95% fine <br />to coarse sand, 5% silt <br />32 <br />SANDY SILT (ML) - brown 0OYR 5/3), damp, hard, low <br />ML <br />plasticity 80% silt, 35% fine sand, 5% clay <br />0 <br />>100 <br />S82-35 5 <br />36- <br />40- <br />0 <br />>100 <br />SB2-40 5 <br />SM/ML <br />SILTY SAND (SM/ML) - brown (1OYR 5/3), damp, very <br />dense, 50% fine sand, 50% silt <br />SILTY CLAY WITH SAND (CL -ML) - light olive brown (2 5Y <br />CL -ML <br />44 <br />5/4), damp, hard, low plasticity. 40% clay, 40% silt, 20% fine <br />sand <br />131 <br />34 <br />SB2-46 <br />48 <br />SANDY SILT (ML/SM} -yellowish brown (tOYR 5/4), moist, <br />ML/SM <br />hard, low plasticity 55% silt, 45% fine sand <br />8 <br />33 <br />SB2-51 <br />52 <br />SANDY CLAY (CL/SC} - yellowish brown (10YR 5/4), moist, <br />CL/SC <br />hard 40% clay, 30% fine to medium sand, 30% silt with <br />clayey sand lenses <br />7 <br />38 <br />SB2-54 5 <br />Bottom of boring at 55 feet bgs <br />56 <br />(m = Converted to equivalent standard penetration <br />blows/foot } <br />JOB NUMBER 348408 06 <br />Page 2of2 <br />