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GROUND ZERO ANALYSIS LOG OF BORING SB2 <br /> PROJECTT1 FBIRG WAREN U_o sF LOCATION STOCKTON, CA _ PROJECT N0. 263 <br /> COMMENTS: _ PAGE 7 OF1_ <br /> CPT DEPTH PID SA D U.S.C. DESCRIPTION <br /> LOG FT. PPM BLOWCOUNT LOG <br /> ML SM 40.0-40.5' SILTY SAND (SLI): 857. FN-M, A-SR, PRLY GRDD SND; 15% <br /> TW-4A FNS, R DLTNCY, L PLST, DIRK BRN, SL P0, DRY-MST <br /> ML/CL 42 <br /> ML 44 CL/ML <br /> ML/CL <br /> 46 <br /> CL <br /> IAL/CL —48 <br /> lz— <br /> FINE GRAIN <br /> SP-SC 50 <br /> VERY 52 <br /> STIFF <br /> FINE <br /> GRAINED <br /> 54 TW-5A <br /> CL <br /> 54.0-55.5' SANDY LEAN CLAY (CL): 30% FN, A-SR, PRLY GRDD SND; 707. <br /> SP-SC 30 FNS, N-SLW DLTNCY, M PLST, BRN GRY, SL P0, DRY <br /> 56- <br /> SM/ML <br /> ss <br /> 5P-SC TW-6A 60.0-60.6' ELASTIC SILT (MH): 5% FN-M, A-SA, PRLY GRDD SND; 95% FNS, <br /> b0 MH L-M DRY STRNGTH, N-SLW DLTNCY, L TGHNSS, L PLST, <br /> 50 BRN GRY, SL PD, DRY-MST <br /> ML 62 ML/MH 60.6-61.6' SILT TO ELAS7IC 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 /> ZINGN 64— <br /> SP-SM <br /> FINE 66 64-68' HYOROPUNCH GROUNDWATER SAMPLE COLLECTED (TW-7A) <br /> GRAIN <br /> ML/CL 66 TW-7A <br /> FINE <br /> GRAIN 70 <br /> CIL <br /> —72— .FW-8 CL <br /> FINE 20 <br /> GRAIN - 72.2-72,8' SANDY LEAN CLAY (CL): 30-507. FN, A, PRLY GRDD SND; 70-50% <br /> 74 FNS, M-H DRY STRNGTH. N DLTNCY. M TGHNSS, - LST, M STFF, <br /> SP-SC RED BRN, NPD, WET <br /> FINE GRAIN REFUSAL S��PEO GF�� <br /> 76- <br /> - <br /> 6 Cys <br /> _ ¢� JOHN P, <br /> • CANE <br /> 7s N No. 6795 <br /> v� �2 <br /> —80 <br /> r �F C <br /> I <br /> 82 rl <br />