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BORING NO.: SB-34 SHEET 1 OF 2 <br /> ::: <br /> PROJECT: US Can-Welty Road <br /> Fro;r;Scieo6e to SOluliof;s <br /> LOCATION: Vernalis,San Joaquin County,California <br /> COORDINATES: Y 37.6301975225,X -121.287812452 PROJECT NO.: 180965.00.10335.8131.130 <br /> SURFACE ELEVATION: NA DATUM: MSL LOGGED BY: Sergio Schirripa/Sean Gehlke <br /> CL W ❑ E 1--[L IL � a p z w o m GEOLOGIC COMPLETION <br /> CL "' a s J w } J Z O DESCRIPTION DETAIL <br /> ❑ � ZUz U) Z � mo w �U) <br /> Q o - <br /> DP ASPHALT(ASPHALT):6-inches. Neat Cement <br /> HA FILL(FILL):6-inch cobbles at 1.5 feet bgs. <br /> 0.0 100 LEAN CLAY (CL): about 100%F brown (10YR 5/3); <br /> dry;soft;medium plasticity;no odor. <br /> 0.3 As above;about 95%F 5%S;dry;no odor. <br /> 5 SB-34 <br /> @5' <br /> 0.0 As above;dry;no odor. <br /> 0.0 DP CLAYEY GRAVEL (GC): about 35%F 20%S 45%G; <br /> brown(7.5YR 4/2);dry;medium dense;no odor. <br /> 45 <br /> 10- <br /> 1.8 DP GRAVEL with sand (GW): about 45%S 55%G; light <br /> •�' yellowish brown(2.5Y 6/3);dry;loose;no odor. <br /> 50 <br /> 15 SILT(ML):about 85%F 15%S light olive brown(2.5Y <br /> 3/3);moist;medium stiff;no plasticity;no odor. <br /> 0.0 DP <br /> 40 <br /> 0 <br /> 20- <br /> 2.2 DP <br /> 0 <br /> 0 70 <br /> z <br /> z <br /> w <br /> c� <br /> O <br /> J <br /> a <br /> 1.8 DP <br /> M <br /> W <br /> N <br /> z <br /> Q <br /> U DRILLING CONTRACTOR: RSI REMARKS: Hand cleared to 8 feet bgs. No groundwater sample collected due to SPO. <br /> z DRILLING METHOD: Direct Push <br /> z <br /> w DRILLING EQUIPMENT: Geoprobe 6620 DT <br /> a <br /> 001 DRILLING STARTED: 11/17/08 1 ENDED: 11/20/08 <br /> J <br />