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.1 GROUND ZERO ANALYSIS LOG OF BORING S85 <br /> PROJECT sULEaugG WAREHOUSE LOCATION 8200 NQRTH HIGHWAY 99. STOCKTON „CA PROJECT NO 203 <br /> COMMENTS PAGE 2 OFA <br /> WELL DEPTH FID SAMPLE ID u S C DESCRIPTION <br /> DETAIL FT (PPM) BLOWCOUNT LOG <br /> 14 <br /> 0 18 SW-SC <br /> —42- <br /> 41/49 5-51/54 5' LEAN CLAY (CL) <5% FN, A SND, >95X FNS, H DRY <br /> 44 STRNGTH, N-SLW DLTNCY. M-H TGHNSS. M PLST, V STIFF, <br /> TAN/SRN, NPO, DRY <br /> 46 0 <br /> 48 <br /> TW-S85-50' CL <br /> 50 6 <br /> 12 <br /> 17 <br /> 52 Y 51/54 5-56/595' 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 /> 17 CL <br /> 56 26 <br /> _58- <br /> 56/59 5-66' LEAN CLAY (CL) 1S% FN-CRS, A-SA, W GRDD SND, <br /> 7W-S$5-60 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 /> 2B <br /> 62 CL <br /> 64 TW-585-65' <br /> 7 <br /> 90 72 TW-SB5-64GW (HYDROPUNCH SAMPLE) <br /> fib ]2 <br /> 68- <br /> -70- <br /> 72- <br /> 74 ¢�' JOHN P <br /> LANE <br /> 76 to No 6795 <br /> of <br /> —So- <br /> 82 - <br />