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GROUND ZERO ANALYSIS LOG OF BORING SB2 <br /> PROJECT Till FAUR. WAREHOUSELOCATION STOCKTON. CA PROJECT NO. 263 <br /> COMMENTS: - PAGE_Z_OF�_ <br /> CPT DEPTH PID SAMPLE ID I U.S.0, DESCRIPTION <br /> LOG FT. PPA! BLOWCOUNTI LOG <br /> ML SM 40.0-40.5' SILTY SAND (SM): H5% FN-M, A-SR, PRLY GRDD SND; 15% <br /> TW-4A FNS, R DLTNCY, L PLST, DIRK BRN, SL PC, ORY-MST <br /> ML/CL 42 <br /> ML 44 CL/ML <br /> ML/CL <br /> 46 <br /> CL <br /> ML/CL _48 <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; 70% <br /> SP-SC 30 FNS, N-SLW DLTNCY, M PLST, BRN CRY, SL P0, DRY <br /> 56 <br /> SM/ML <br /> 58 <br /> SP-SC TW-6A <br /> b0 60.0-60.6' ELASTIC SILT (MH): 52 FN-M, A-SA, PRLY GRDD SND; 95% FNS, <br /> MH L-M DRY STRNGTH, N-SLW DLTNCY, L TGHNSS, L PLST, <br /> 50 BRN CRY, SL PO, DRY-MST <br /> ML ML/MH 60.6-61.6' SILT TO ELASTIC SILT (ML/MH): 5-10% FN-M, A-SA, PRLY GRDD <br /> -62 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' HYDROPLINCH GROUNDWATER SAMPLE COLLECTED (TW-7A) <br /> GRAIN <br /> ML/CL 68 TW-7A <br /> FINE <br /> GRAIN 70 <br /> CL <br /> —72— T W—g CL <br /> FINE 20 <br /> GRAIN 72,2-72,8' SANDY LEAN CLAY (CL): 30-SOZ FN, A, PRLY GRDD SND; 70-50% <br /> FNS, M-H DRY STRNGTH, N DLTNCY, M TGHNSS, - IST, M STFF, <br /> SP-SC ! 74 RED BRN, NPD, WET 11�RED C'FO <br /> FINE GRAIN REFUSAL �GJ <br /> O <br /> 76 ��' JOHN R <br /> • LANE <br /> 78 N No. 6795 <br /> 1101 <br /> OF <br /> 82 <br />