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SOIL BORING LOG AND MONITORING WELL, COMPLETION DETAILS Monitoring Well MW-3 <br /> Project Name Frank's One Stop Project Location 2072 W Yosemite Ave, Manteca, CA Page 1 of 1 <br /> Driller Gregg Drilling, Martinez, CA Type of Rig Hollow-Stem Auger Size of Drill 80" Diameter <br /> Logged By Robert E Kitay, R G Date Drilled May 5, 1999 Checked By Michael Marello, R G <br /> WAR_AND WELL DATA Total Depth of Well Completed 19 0' <br /> Depth of Water First Encountered 11 5' Well Screen Type and Diameter 2" Diameter PVC Casing <br /> Static Depth of Water in Well 12 3' Well Screen Slot Size 0 020" <br /> Total Depth of Boring 19 0' Type and Size of Soil Sampler 2 0" 1 D Split-Barrel Sampler <br /> OIUROCK SAMPLE DATA <br /> LL w a a DESCRIPTION OF LITHOLOGY <br /> 0 <br /> BORING Q c o 5 `—' standard classification, texture, relative moisture, <br /> CL DETAIL N (D v ° - $' E. density, stiffness odor-staining, USCS designation <br /> CD o � U' JCD <br /> m O <br /> 0 Street 3ox 0 Asphaltic concrete <br /> Loc ng I Veil ap <br /> SAND (SP), yellow brown, medium dense, dry, <br /> • U 95% fine sand, 5% silt, non-plastic, high estimated K, <br /> tif��ti f�rti f Q no odor <br /> ti k • � C <br /> E 6 <br /> yf`fx •,•`• N 6 1 1 <br /> . • . • • (� 9 <br /> cis c <br /> C� 3 ° <br /> Q 0 12 <br /> 0 1p ° 1 0 fine to medium sand at 10' <br /> 12 <br /> co 1 s = wet at 11 5' <br /> ch <br /> U n 3 medium to coarse sand at 12 5' <br /> 8 <br /> C 10 <br /> O <br /> 15 _ 7 3 15 <br /> m 16 <br /> — � 21 <br /> N <br /> 12 <br /> n 20 3 F40% silt, <br /> T (ML), yellow brown, medium stiff, wet, 75% <br /> Uc so ne sand, non-plastic, low estimated K, no <br /> —20 cn 2 0 <br /> m of <br /> a (CL), yellow brown, stiff, damp, 60% clay, <br /> U o edium plasticity, very low estimated K, no <br /> aZ <br /> —25 —25 End of Boring at 19' <br /> 0 <br /> U) <br /> b <br /> 0 <br /> 0 <br /> 30 30 <br /> N <br /> AQUA SCIENCE ENGUNEERS, INC, <br />