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SOIL BORING LOG AND MONITORING WELL COMPLETION DETAILS Monitoring Well MW-5 <br /> Project Name Frank's One Stop Project Location 2072 W Yosemite Ave, Manteca, CA Page 1 of 1 <br /> Dnller Gregg Drilling, Martinez, CA Type of Rig Hollow-Stem Auger I Size of Drill 8 0" Diameter <br /> Logged By Robert E Kitay, R G Date Drilled May 6, 1999 Checked By Michael Marello, R G <br /> WATER AtqQ WELL DATA Total Depth of Well Completed 19 0' <br /> Depth of Water First Encountered 12' Well Screen Type and Diameter 2" Diameter PVC Casing <br /> Static Depth of Water in Well 13 1' 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 /> u vDESCRIPTION OF LITHOLOGY <br /> o E ; U_ <br /> BORING 3 a 2 L standard classification, texture, relative moisture, <br /> DETAIL �, EP density, stiffness, odor-staining, USCS-designation <br /> M O <br /> 0 Street 3ox 0 Concrete <br /> ja> <br /> oc ng ell ap <br /> SAND (SP), yellow brown, medium dense, dry, <br /> 95% fine sand, 5% silt, non-plastic, high estimated K, <br /> no odor <br /> moderate hydrocarbon odor at 3 5' <br /> 5 r •ff1= 4 2fiD5 <br /> GS 5 <br /> U 8 308 <br /> G] p 10 <br /> CL <br /> 10 — <br /> N z s 3os 1 0 medium to coarse sand at 10' <br /> y 4 <br /> = wet at 12' <br /> Q7 t, 3 23 <br /> 4 <br /> p 8 <br /> 15 = air 7 15 <br /> co c 50 <br /> cts <br /> rn <br /> L <br /> c a <br /> cSILT (ML), yellow brown, medium stiff, moist, 90% silt, <br /> 2 0 0 20 5% clay, 5% fine sand, low plasticity, low estimated K, <br /> N no odor <br /> o_ <br /> 0 End of Boring at 19' <br /> a <br /> 25 0 25 <br /> U) <br /> 0 <br /> N <br /> O <br /> O <br /> 30 <br /> 30 <br /> N <br />