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SOIL BORING LOG AND MONITORING WELL COMPLETION DETAILS I Boring BH-B <br /> Project Name Frank's One Stop Project Location 2072 West Yosemite Avenue, Manteca, CA Page 1 of 1 <br /> Driller Gregg Drilling Type of Rrg Geoprobe Size of Drill 2 0" Diameter <br /> _T <br /> Logged By Ian T Reed Date Drilled January 12, 2001 Checked By Robert E Kitay, R G <br /> WATER AND WELL DATA Total Depth of Well Completed NA <br /> Depth of Water First Encountered 13 0' Well Screen Type and Diameter NA <br /> Static Depth of Water in Well NA Well Screen Slot Size NA <br /> Total Depth of Boring 16 0' Type and Size of Soil Sampler 2 0° 1 D Macro Sampler <br /> 6 SOUROCK SAMPLE DATA <br /> u_ o ii DESCRIPTION OF LITHOLOGY <br /> c <br /> BORING Q o Q E standard classification, texture, relative moisture, <br /> CL UDETAIL CL 0 <br /> m density, stiffness, odor-staining, USCS designation <br /> c O U 0 C] <br /> 0 0 Asphalt <br /> •� Silty SAND (SM), brown, damp, medium stiff, 60% fine <br /> to medium sand, 40% silt, non-plastic, low estimated K, <br /> •, moderate hydrocarbon odor <br /> •, .a:s.a.d <br /> s,X41 f_xel P_yl sIs Sandy SILT (ML), gray to light brown, damp, stiff, 60% <br /> o <br /> 5 .f syrs�s�rs 5 silt, 40% fine sand, non-plastic, very low estimated K, <br /> r�srarss moderate hydrocarbon odor <br /> •r 100 ratarfiar <br /> •� s, g�s,Yss strong hydrocarbon odor at 7' <br /> c <br /> •' E <br /> 10 rrarr�'s <br /> `` U — 10 <br /> sso Silty SAND (SM), gray and speckled black, moist, <br /> CU medium stiff, 80% fine to coarse sand, 20% silt, <br /> 0 non-plastic, medium estimated K, moderate hydrocarbon <br /> `r odor <br /> 15 ;r 1 5 wet at 13' <br /> r <br /> 4 <br /> End of Boring at 16' <br /> 20 20 <br /> 25 25 <br /> 30 30 <br /> AOUA SCDENCE ENGINEERS, UNC. <br />