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EONDOR EARTH TECHNOLOGIES - . Soil or i ng Log <br /> j PROJECT NO 1172 PAGE 1 OF 1 <br /> PROJECT Oi Solvo Truck Lines - Ventura Ave. DATE 1/19/95 BORING NO SP3 <br /> LOCATION 100 S Ventura Ave Stockton CA LOGGED BY M Crum <br /> DRILLING CONTRACTOR Vironex DRILLING METHOD CC DRILL EQUIP Geoprobe <br /> SURFACE CONDITIONS Asphalt DEPTH TO STATIC WATER 1 ' <br /> C R VOLATILE <br /> ORGANIC <br /> 01FTTH SAMPLE BLOUS (FTI F DESCRIPTION - S')) .VAPORS REMARKS <br /> ID. PER I g (ppm) <br /> 10.5'1 L - <br /> E I FID PID <br /> 0.00 °E GRAVEL Fill 1lateri al <br /> CLAY Grayish block IN21, f <br /> ' stiff, moist, homogeneous, high 01-1 1 <br /> organic content, <br /> 100% Fines with high plosticity <br /> CLAYS Modyet lowish.brown 15YR 5/91, - - <br /> -5,00 stiFF, moist, trace very Fine sand, <br /> SP3-6 S5%sFn es with moderate plasticity CL PPm No Odor P <br /> INEMMCLAY Mod Mod yellowish brown I5YR 5/91, <br /> , Firm, moist, homogeneous, <br /> 100% Fines with high plasticity <br /> 0 <br /> _ SP3-1CL PPm No Odor <br /> -TOTAL DEPTH OF SOIL PROBE 16.0' <br /> r -M 00 <br /> -25.00 <br /> 4 <br /> 1 <br /> L <br />