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II I <br /> CONDOR EARTH tHN - <br /> OEOGIES Soi I oring Eo <br /> L [iLOCATION: <br /> OJECT NO 1172 PAGE ,1 OF 91 <br /> OJECT Di Salvo Truck Lines - Ventura Ave <br /> DATE 1/19/95 BORING NO SP1 <br /> ( 100 S. Ventura Ave _ Stockton CA LOGGED BY M. Crum <br /> L DRILLING CONTRACTOR Vivonex DRILLING METHOD CC DRILL EQUIP Goo�rob_e <br /> SURFACE CONDITIONS Asphalt DEPTH TO STATIC WATER 12' <br /> L VV <br /> VOLATILE j! <br /> DEPTH SAMPLE SPT AEC O. ORGANIC -I <br /> IFTI, ID. BPERS (FT) DESCRIPTION �: VAPORS REMARKS <br /> 10.5'1 S. {PPm] I <br /> FID PID Fill Materialark gray IN31 No Odor <br /> moist, homogenous, high. OH � 0.content, ppm <br /> nes with high Plasticity - <br /> rndF <br /> Dark greenish gnoyISGY 9/11, p <br /> •5.00 SP1-5 , moist, slightly mottled, trace Ppm No Odor <br /> Finesand, OH <br /> nd, - - <br /> r' ines with high Plasticity: Olive gray (5Y 9/1), <br /> moist, 1/8" root tubes, - OH 0 <br /> SP1-9 Fines with high Plasticity PPm No Odor <br /> W�- CLAY Mod. yellowish brown 15YR:5/9to firm, moist, mottled grey black <br /> SP1-1 8' to 9', CL <br /> ery Fine sand <br /> ines with moderate Plasticity <br /> SANDY CLAY: Olive gray (5Y 9/1), <br /> soft, Het CL <br /> -15 00 20% very Fine send <br /> 80% fines with moderate Plasticity <br /> TOTAL DEPTH OF SOIL PROBE 16.0' <br /> {F -23.00 <br /> -30 10 <br />