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CONDOR EARTH TICHNOLD61ES - Soil Boring Log <br /> PROJECT NO 1172 PAGE 1 OF 1 <br /> PROJECT Oi Salvo Truck Lines - Ventura Ave DATE 1/19/95 BORING NO SP2 <br /> LOCATION 100_-S Ventura Ave Stockton, CA LOGGED BY: M. Crum <br /> DRILLING CONTRACTOR Vironex DRILLING METHOD CC DRILL EQUIP Geoe be <br /> SURFACE CONDITIONS Aspholt DEPTH TO STATIC WATER 1z' <br /> P <br /> DEPTH SAMPLE SPT BEC p u� ORGANIC Ip <br /> [FT) ID BLOWS (FT ) F DESCRIPTION - �,. 'APORS - REMARKS <br /> ail <br /> 10.5') .. S. PP <br /> E - .FID PID <br /> O.W <br /> -_Pj° GRAVEL- Fill Material <br /> CLAY Dark gray (N31, 4 <br /> stiff, moist, homogenous, high <br /> organic content, OH {I` <br /> 100% Fines with high Plasticity <br /> SP2-6 CLAY: Olive gray 15Y 9/1), <br /> stiFF, most, -trace very Fine sand, li <br /> t 10% sand, OH PPM Mad Petroleum Odor <br /> 90% Fines with high plasticity - <br /> 10.00 CLAY Mod yellowish brown [SYR 5/91, <br /> Firm, moist, homogeneous, - <br /> _ . SP2—1 100% Fines with high Plasticity - <br /> \mllCL PPM Mdd. Petroleum Odor I <br /> t <br /> I <br /> 1 <br /> p- -6 30 - _ <br /> L TOTAL DEPTH OF SOIL PROBE 16.0' <br /> -2100 <br /> -251 <br /> 4r <br /> L. -30.00 <br /> S <br /> { <br /> I <br /> C � t <br />