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� - -Drilling Log � � <br /> FLUOR DANIEL GTI Soil Boring GP-3 <br /> Southland/Pershing Avenue Stockton The Southland Corooration See Site Map <br /> Project Owner :For Boring Location <br /> Location 4501 North Pershina Avenue, Stockton CA. Proi. No. 020700472 <br /> Surface Elev. -- 1t. Total Hole Depth 22 ft. Diameter 1.25 in. COMMENTS: <br /> Top of Casing NIA ft. Water Level initial 18 ft. Static 14.3 ft. <br /> Screen: Dia NIA in. Length NIA ft. Type/Size NIA in. <br /> Casing: Dia NIA in. Length NIA ft. Type NIA <br /> Fill Material Portland Cement Rig/Core Geoprobe/lin dia. x 2ft. core barrel <br /> Drill Co. Gregg Method Direct Push <br /> Driller Paul Rogers Log By David Bean Date 2720797 Permit# NIA <br /> Checked By Ed Simonis License No. RG No. 4422 <br /> Oma.. �• N <br /> U Description <br /> L.. O Ev 'o c L Ot U <br /> 0) a a E �� ,n (Color, Texture, Structure) <br /> Ov m 0 ¢ O N Trace < 10%. Uttle 10% to 20%. Some 20p% to 35%. And 35% to 50% <br /> in m x <br /> _2 <br /> 0 Asphalt surface. <br /> ASD <br /> 2 <br /> 4 <br /> 8 <br /> ML <br /> 10 - <br /> - 12 <br /> 14 i Static Groundwater Level 2120197 11:41 <br /> Clayey SILT (30.70): Brown, moist, slight degraded hydrocarbon odor. <br /> 16 Grades Olive gray. <br /> I GP3 <br /> -t7 <br /> 18 y Groundwater Encountered 2720/97 <br /> ML <br /> 20 Clayey Silty very fine SAND (10,45,45): Olive gray, most, no hydrocarbon <br /> odor. <br /> 22 2 GP3 Drilled to 22 feet. All percentages are approximate. <br /> -22 <br /> 24 <br /> Page: 1 of 1 <br /> 02/26/1997 Bthiog-itne.96 <br />