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0 • <br /> • GROUND ZERO ANALYSIS LOG OF BORING SB2 <br /> r <br /> PROJECT TULEBuRG wAREHousE LOCATION STOCKTON, CA PROJECT No 263 <br /> COMMENTS PAGE 2 OF-2— <br /> CPT DEPTH PID SAMPLE ID u S C DESCRIPTION <br /> LOG FT PPM BLOWCOUNT LOG <br /> ML SM 40 0--40 5' SILTY SAND (SM) 85% FN—M, A—SR, PRLY GRDD SND, 15% <br /> TW-4A FNS, R DLTNCY, L PLST, DRK BRN, SL PO, DRY—MST <br /> ML/CL 42 <br /> AIL 44 CL/ML <br /> ML/CL <br /> 46 <br /> CL ' <br /> ML/CL 48 <br /> ML <br /> FINE GRAIN <br /> SP—SC 50 <br /> VERY —52— <br /> STIFF <br /> FINE <br /> GRAINED <br /> S4 TW—SA <br /> 54 0-55 5' SANDY LEAN CLAY (CL) 30% FN, A—SR, PRLY GRDD SND, 7OX <br /> SP—SC30 CL FNS, N—SLW DLTNCY, M PLST, BRN GRY, SL PG, DRY <br /> 5fi <br /> o SM/ML <br /> 58— <br /> SP-SC TW—SA <br /> 600-606, ELASTIC <br /> SILT <br /> STRNGTH A—SA, PRLY 95X FNS, <br /> 60 MH L—MDRYN—SLW DLT CYL TGHNSS, L P <br /> 50 BRN GRY, SL PO, DRY—MST <br /> ML fit ML/MH 60 6-51 6' SILT TO ELASTIC SILT (ML/MH) 5-10% FN—M, A—SA, PRLY GRDD <br /> SND, 90-95X FNS, L—M DRY STRNGTH, SLW—R DLTNCY, M TGHNSS, <br /> M—H PLST, BRN, SL P0, DRY—MST <br /> FINE <br /> GRAIN 64 <br /> SP—SM <br /> FINE 66 64-68' HYDROPUNCH GROUNDWATER SAMPLE COLLECTED (TW-7A) <br /> GRAIN <br /> ML/CL 68 TW-7A <br /> FINE <br /> GRAIN —70— <br /> CL <br /> 0CL <br /> FINE —72- 20 TW—g CL <br /> GRAIN 72 2-72 8' SANDY LEAN CLAY (CL) 30-50% FN, A. PRLY GRDD SND, 70-50% <br /> FNS, M—H DRY STRNGTH, N DLTNCY, M TGHNSS, M—H PLST, M STFF, <br /> SP—SC 74 RED BRN, NPO WET <br /> FINE GRAIN REFUSAL �RED GE�� <br /> 76 <br /> • JOHN r~ �4 <br /> 78 0 LANE o <br /> No 795 <br /> N, Q <br /> 80 <br /> p <br /> Sz <br />