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SOIL BORING LOG AND MONITORING WELL COMPLETION DETAILS Boring BH-A <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 Rig Geoprobe Size of Drill 2 0" Diameter <br /> Logged By Ian T Reed Date Drilled January 12, 2001 Checked By Robert E KFtay, R G <br /> WATER AND WELL DATA Total Depth of Well Completed NA <br /> Depth of Water First Encountered 14 0' Well Sc,een Type and Diameter NA <br /> Static Depth of Water in Well NA Well Screen Slot Size NA <br /> Total Depth of Boring 20 0' Type and Size of Soil Sampler 2 0" 1 D Macro Sampler <br /> SOIUROCK SAMPLE DATA <br /> DESCRIPTION OF LITHOLOGY <br /> LL <br /> Q ca� <br /> BORING n o Q standard classification, texture, relative moisture, <br /> DETAIL L) <br /> _m density, stiffness, odor-staining, USCS designation <br /> m O C7 d <br /> 0 0 Asphalt <br /> •'• Silty SAND (SM), brown, damp, medium stiff, 60% fine <br /> �rx to medium sand, 40% slit, non-plastic, medium <br /> estimated K, no odor <br /> 55 <br /> o <br /> r <br /> 0-7 <br /> , . <br /> r <br /> m <br /> .', E <br /> —10 o 10 <br /> ,�. 80% fine to coarse sand, 20% silt, moist <br /> r Q <br /> CL <br /> —15 �'' 740 <br /> Speckled gray and black, 90% fine to coarse sand, <br /> ,4 15 <br /> • • 10% silt, wet, non-plastic, moderate hydrocarbon <br /> r <br /> r` <br /> odor @ 14' <br /> r <br /> `r, saturated at 17' <br /> r <br /> r <br /> —20 `f` Yt �- s � 2 0 Sandy SILT (ML), gray, very stiff, wet, 80% silt, 20% <br /> fine to coarse sand, non-plastic, very low estimated K, <br /> slight hydrocarbon odor <br /> End of Boring at 20' <br /> 25 25 <br /> -30 30 <br /> AQUA SCIENCE EN SONEERS, oNC, <br />