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SOIL BORING LOG AND MONITORING WELL COMPLETION DETAILS Monitoring Well MW-1 <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 8 0" Diameter <br /> Logged By Robert E Kitay, R G Date Drilled May 3, 1999 Checked By Michael Marello, R G <br /> WATER AND -WELL DATA Total Depth of Well Completed 190' <br /> Depth of Water First Encountered 134' Well Screen Type and Diameter 2" Diameter PVC Casing <br /> Static Depth of Water in Well 13 7' Well Screen Slot Size 0 020" <br /> Total Depth of Boring 21 5' Type and Size of Soil Sampler 2 0" 1 D Split-Barrel Sampler <br /> OIUROCK SAMPLE DATA <br /> <D Y fi DESCRIPTION OF LITHOLOGY <br /> 0 <br /> BORING70 o n ai" c standard classification, texture, relative moisture, <br /> C DETAIL m $' density, stiffness, odor-staining, USCS designation <br /> m O <br /> 0 Str et 3ox 0 Concrete <br /> Lock 1 ng Vell ap <br /> . . SAND (SP), yellow brown, medium dense, dry, <br /> 95% fine sand, 5% silt, non-plastic, high estimated K, <br /> > no odor <br /> o <br /> k <br /> ZZ <br /> 1 <br /> 1 J f <br /> 5 S 0 5 <br /> ,f.fti •.•.• U) N s <br /> ,•.•, '.'�' U 9 <br /> 1 5 <br /> (o co 0 <br /> g <br /> 0 12 <br /> Q_ <br /> 10 = <br /> N = 5 0 1 0 95% medium sand, 5% silt at 10' <br /> 10 <br /> _ 14 <br /> U) <br /> 0 1 wet at 13 4' <br /> — a _ <br /> 0 <br /> 12 <br /> –15 4 0 1 ' medium to coarse sand at 15' <br /> C 7 <br /> 19 <br /> C <br /> cis <br /> 6 D <br /> 21 <br /> 29 Clayey SILT (MH), brown, stiff, moist, 70% silt, 30% <br /> 0 in 0 20 clay, high plasticity, low estimated K, no odor <br /> � a <br /> j O End of Boring at 21 5' <br /> a Z <br /> 25 25 <br /> 0 <br /> U) <br /> 0 <br /> N <br /> 0 <br /> 0 <br /> 30 <br /> 30 <br /> N <br /> A{QUA �_;)CIEKCLQ L�j�Sz,fCiL�( 3 O�1C <br />