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' __ -- BORING NO.: SB-35 SHEET 1 OF 2 <br /> �i i <br /> ..AMA. , PROJECT: US Can-Welty Road <br /> From Science to Solutions <br /> LOCATION: Vernalis,San Joaquin County,California <br /> COORDINATES: Y 37.6303717396,X -121.286616807 PROJECT NO.: 180965.00.10335.8131.130 <br /> SURFACE ELEVATION: NA DATUM: MSL <br /> LOGGED BY: Sergio Schirripa/Sean Gehlke <br /> U w j w Q o-J COMPLETION <br /> w o f °w a s o Z o > o m GEOLOGIC DETAIL <br /> W iw a Q a z Q m =o o DESCRIPTION <br /> p !� Z�Q Z U stn <br /> Q <br /> HA LEAN CLAY (CL): about 70%F 30%S yellowish Neat Cement <br /> brown (10YR 5/4); dry; soft; medium to high <br /> plasticity;no odor;fine sands. <br /> 100 <br /> 0.0 <br /> 0.0 As above; 100%F;dry;no odor. <br /> 5 SB-35 <br /> @5' <br /> 0.0 SANDY LEAN CLAY (CL): about 60%F 40%S dark <br /> yellowish brown (10YR 4/4); dry; soft; low plasticity; <br /> no odor;fine to medium grained sands. <br /> 0.0 DP SILT with sand (ML): about 80%F 20%S brown <br /> (7.5YR 4/3);dry;medium stiff;no odor. <br /> 150 <br /> 10 <br /> 0.0 DP SILTY GRAVEL(GM):about 40%F 60%G;very pale <br /> 0 brown(10YR 7/3);dry;very loose; no odor; clasts to <br /> 35 1/3"diameter. <br /> o <br /> 15- <br /> 0 <br /> 0.5 DP GRAVELLY SILT (ML): about 65%F 10%S 25%G; <br /> brown(10YR 5/3);dry;medium stiff;no odor. <br /> 50 <br /> m <br /> ' Q 20 0.2 DP SILT (ML): about 90%F 10%S brown (7.5YR 5/3); <br /> o moist;medium stiff;no odor. <br /> 0 75 <br /> M <br /> 1 Z<Z <br /> w <br /> Q <br /> O <br /> O <br /> J <br /> 0 0.0 DP SAND with gravel (SW): about 10%F 65%S 25%G; <br /> a <br /> brown(7.5YR 5/3);dry;loose;no odor. <br /> N <br /> Z <br /> Q <br /> REMARKS: Hand cleared to 8 feet bgs. screened 37-42 feet gs. <br /> DRILLING CONTRACTOR: RSI <br /> z DRILLING METHOD: Direct Push <br /> z <br /> w DRILLING EQUIPMENT: Geoprobe 6620 DT <br /> 1 o DRILLING STARTED: 11/18/08 ENDED: 11/24/08 <br /> 0 <br />