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Y/ <br /> SAIL DRILLING LOG #D # 24943 <br /> Page 1 of 1 <br /> qL0090 Geologist Matt Hanko <br /> SIGNATURE OF_Q7_QL0G_jgY— <br /> PROJECT N&B Stockton LOCATION 4555 North Pershing,Stockton CA <br /> TOC ELEVATION (MSL) DATE(S) 10/18/93 TOTAL DEPTH28.0' <br /> MONITORING DEVICE OVM SCREENEDINTERVAL NIA <br /> SAMPLING METHOD Probe Drive Sampler SUBCONTRACTOR&EQPT Gr g Drilling/Mobile B-61 <br /> Jr PERCENTAGE ORDER (GRAVEL,SAND,SILT,CLAY) MEMO Q <br /> MEMO Saturated soils were not encountered in this borin . <br /> � 4 <br /> 3 Borehole Abandonment/ <br /> c <br /> v ~" - Soil Description well Construction <br /> °' = ` Details <br /> t w Color,Texture,Moisture,Etc c <br /> A rn cn rn � •J <br /> a U C7 <br /> 0-0 4'Asphalt <br /> No soil samples collected from surface to 22 feet below <br /> made <br /> 2S <br /> S0 <br /> 75 <br /> � i <br /> 100 <br /> Borehole <br /> diameter is <br /> 1-inch <br /> !2S <br /> 150 <br /> 17.5 <br /> '200 <br /> Portland <br /> Cement <br /> 22.5 0 22 0'-27 0'Silty Sand (0,65,35,0), brown(107K47),fine SM <br /> 50610 sand,poorly graded,medium dense,slightly moist,petroleum <br /> odor <br /> 200 <br /> —250 <br /> 5061I <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_ 28 <br /> N6B,i2Y619 JYU PS <br /> Ick: QRRIR S. <br /> \ —F <br /> SIGNATURE OF FIELD SUPERVISOR AND REVIEWER SIGNATURE OF REVIEWER H0. 1564 <br /> TITLE 6 <br /> TITLE <br /> Z <br />