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SOIL DRILLING LOG #D 24943 <br /> Page 1 of 1 <br /> FM <br /> AP ,La,r0 Geolo t Matt Hanko <br /> ak <br /> SIGNATURE OF GEO OGI <br /> PROJECT N&B Stockton LOCATION 4555 North Pershing,Stockton,CA <br /> TOC ELEVATION (MSL) DATE(S) 10/1.8/93 TOTAL DEPTH 28.0' <br /> MONITORING DEVICE OVM SCREENED INTERVAL N/A <br /> SAMPLING METHOD Probe Dave Sampler SUBCONTRACTOR&EQPT Gregg Drilling/Mobile B-61_ <br /> PERCENTAGE ORDER (GRAVEL,SAND,SILT,CLAY) MEMO Q=Fm,t Water <br /> MEMO Saturated soils were not encountered in this boring. <br /> e <br /> Borehole Abandonment/ <br /> 3 w $ a9 S Well Construction <br /> b Soil Description Detwh <br /> Color,Texture,Moisture,Etc a <br /> A rn cn v� a U C7 <br /> 0-0 4'Asphalt <br /> No soil samples collected from surface to 22 feet below <br /> 25 grade <br />' <br /> 50 <br /> 75 <br /> 100 <br /> Borehole <br /> diameter is <br /> 1-inch <br /> 125 <br /> 150 <br /> 17.5 <br /> 200 <br /> Portland <br /> Cement <br /> 225 0 22 0'-27 0'Silty Sand (0,65,35,0),brown(10YR4)3),fine SM <br /> 50610 sand,poorly graded,medium dense,slightly moist,petroleum <br /> odor <br /> 200 <br /> —250 <br /> 50611 <br /> 66 <br /> 27.5 27 0'-28 0'Sandy Clay(0,30,25,45),brown(10YR5/3), CL <br /> medium plasticity,fine sand,very stiff,slightly moist. 290, <br />' Ndad2�u9 ar s <br /> � R5. <br /> SIGNATURE OF FIELD SUPERVISOR AND REVIEWER SIG URE OF REVIEWER N <br /> 74 - 'tp 611 <br /> TITLE TITLE f OF CAL��d <br />