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a) a <br /> .' GROUND ZERO ANALYSIS <br /> LOG OF BORING SB5 <br /> PROJECT _JULEBIJRG WAREHCUSE LOCATION 8200 NORTH HIGHWAY 99, STOCKTON CA __ PROJECT NO 263 <br /> COMMENTS PAGE 2 OF__2_ <br /> WELL DEPTH FID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 14 <br /> O 18 SW-SC <br /> —42- <br /> 41/49 5-51/54 5' LEAN CLAY (CL) <5% FN, A SND, >95% FNS, H DRY <br /> 44 STRNGTH, N-SLW DLTNCY, M-H TGHNSS, M PLST, V STIFF. <br /> TAN/BRN, NPO, DRY <br /> 46 0 <br /> 48 <br /> TW-SB5-5O' CL <br /> 5a 6 <br /> 12 <br /> 17 <br /> 52 / 51/54 5-56/59 5' LEAN CLAY WITH SAND (CL) 20% FN-M, A-SA SND, 80% <br /> / FNS, N-SLW DLTNCY, M TGHNSS, M-H PLST, V STIFF TO <br /> HRD, TAN BRN, NPO DRY-MST <br /> 54 <br /> 4 7 <br /> i7 CL <br /> 56 26 <br /> 58 / <br /> 56/59 5-66' LEAN CLAY (CL) 15% FN-CRS, A-SA, W GRDD SND, <br /> TW-SB5-6O' 85% FNS, M-H DRY STRNGTH, N-SLW DLTNCY, M TGHNSS, M <br /> 4 PLST, STIFF TO V STIFF, BRN, N TO SL PO, MST <br /> 60 70 7 <br /> 28 <br /> 62 CL <br /> 64 TW-SB5-65' _ <br /> 7 = <br /> 90 12 <br /> 12 =_ TW-SB5-64GW (HYDROPUNCH SAMPLE) <br /> 66 = <br /> v <br /> 68 <br /> —70- <br /> -72— ��ED GFS <br /> 74 JOHN p <br /> LAI NE � <br /> 76 No 6796 <br /> _78— <br /> _80- <br /> --82- <br />