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1' <br /> SOIL BORING LOG AND COMPLETION DETAILS Boring BH-A <br /> Project Name: Hanson Property Project Location: 7750 Schulte Road, Tracy, CA Page 1 of 1 <br /> Driller: V&W Drilling Type of Rig: Geoprobe Size of Drill: 2.0" Diameter Direct Push <br />,t Logged By: Robert E. Kitay, R.G. Date Drilled: July 28, 1998 Checked By: David Schultz, P.E. <br /> WATER AND WELL DATA Total Depth of Well Completed: NA <br /> Depth of Water First Encountered: 12' Well Screen Type and Diameter: NA <br /> Static Depth of Water in Boring: Unknown Well Screen Slot Size: NA <br /> Total Depth of Boring: 20.0' Type and Size of Soil Sampler: 2.0" I.D. Macrocore Sampler <br /> SOIUROCK SAMPLE DATA <br /> a a DESCRIPTION OF LITHOLOGY <br /> UL C <br /> o a <br /> E BORING a aa) a L standard classification, texture, relative moisture, <br /> o DETAIL o a, Q J o density, stiffness, odor-staining, USCS designation. <br /> C o O n <br /> 0 {`y� { {:moi: 0 Clayey SILT (MH); brown; soft; moist; 70% silt; 30% <br /> {y�i�liz lii li <br /> , ,,-.•'.. ,: clay; high plasticity; low estimated K; no odor <br /> 0 <br /> 'YZ Y.::.'':Y•:Y• <br /> 5 Yx .{:': :':; 5 SAND (SP); grey; loose; moist; 95% medium to coarse <br /> sand; 5% silt; non-plastic; high estimated K; no odor <br /> Yn:Yr:ti <br /> Q 0 <br /> Clayey SILT (ML); yellow brown; s t; 85% <br /> ' oft; moist; <br /> ``1` <br /> 1 0 ' '�'�'`�'-" 1 0 silt; 10% clay; 5% fine sand; moderate plasticity; <br /> 'l low estimated K; no odor <br /> 0 <br /> 1 •'.;�;;�; ;,•'. wet at 12' <br /> Q i`�/41 thi zyii <br /> 1�1�`yi�y1 tyii <br /> — 15 1 5 SAND (SP); yellow brown; loose; wet; 95% medium to <br /> coarse sand; 5% silt; non-plastic; high estimated K; no <br /> - - - - - o r <br /> - - - - - Sandy SILT (ML); yellow brown; soft; wet; 75% <br /> silt; 20% fine sand; 5% clay; low plasticity; low <br /> 20 f - - - - —20 estimated K• no odor <br /> End of boring at 20.0' <br /> r <br /> 25 25 <br /> 30 30 <br /> 11C?1iA S r-;IH E _I1GH ]rl�. <br />