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1 SOIL DRILLING LOG #D 2494 5 <br /> C <br /> Lar <br /> — — Page 1 offir] ASIGNATURE <br /> o st Matt Hanko <br /> OF GEOLOGIS <br /> PROJECT N&B Stockton LOCATION 4555 North Pershing,Stockton CA <br /> TOC ELEVATION (MSL) DATE(S) 10/19/93 TOTAL DEPTH 27.5' <br /> MONITORING DEVICE OVM SCREENED INTERVAL NIA <br /> SAMPLING METHOD Probe Drive Sampler SUBCONTRACTOR&EQPT Greve DrtlhnglMobile_ B-61 <br /> PERCENTAGE ORDER (GRAVEL,SAND,SILT,CLAY) MEMO Q =Fast Water <br /> MEMO <br /> Borehole Abandonment/ <br /> e <br /> o = d = S Well Construction <br /> Q'Q Soil Descnptlon y Details <br /> 04 °' w 3T <br /> Color,Texture,Moisture,Etc p <br /> A Cn rn rn a U C7 <br /> 0-0 5'Asphalt <br /> No soil samples collected from the surface to 24 feet below <br /> !ode <br /> L 25 <br /> 50 <br /> 75 <br /> 100 <br /> Borehole <br /> diarmter is <br /> 1-inch <br /> lzs <br /> 150 <br />' 175 <br /> —200 tbrtland <br /> Cement <br /> —225 <br /> 24 0'-25 5'Sandy Silt.(0,30,50,20),brown(10YR4/4), ML <br /> 0 slightly plastic,fine sand,soft;slightly moist;petroleum <br /> 50613 odor <br /> 0 255'-27 5'Silty Sand (0,65,30,5),dark yellowish brown SM <br /> 50614 (10YR4/6),foie sated,moderately graded,medium dense, <br /> 27 5 moist;petroleum odor 27 5 <br /> @ 27 5'soil saturatedPC P.14R! <br /> ALGER <br /> ��6� <br /> &B,lYJ6193.YUpPS U <br /> SIGNATURE OF FIELD SUPERVISOR AND REVIEWER SIG ATURE OF RE WER.K\ NO. 16 <br /> TIME TITLE if aF A`,FO <br />