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GROUND ZERO ANALYSIS LOG OF BORING SB5 <br /> PROJECT TULERURG WAREHOUSE LOCATION 8200 NORTH HIGHWAY 99, STOCKTON CA PROJECT NO. _253 _ <br /> COMMENTS: PAGE 2 OF_2_ <br /> WELL DEPTH FID S MP I 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): <5x FN, A SND; >95% FNS, H DRY <br /> 44 STRNGTH, N-SLW DLTNCY, M-H TGHNSS, M PEST, V STIFF, <br /> TAN/BRN, NPO, DRY <br /> 46 D <br /> 48 — <br /> TW-SB5-50' CL <br /> 50 6 <br /> 12 <br /> 17 <br /> 52 / 51/54.5-56/59.5' LEAN CLAY WITH SAND (CL): 20% FN-N, 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): 15% FN-CRS, A-SA, W GRDD SND; <br /> TW-SB5-64' 859. FNS, M-H DRY STRNGTH, N-SLW DLTNCY, M TGHNSS, M <br /> 4 PLST, STIFF TO V STIFF, BRN, N TO SL PC, MST <br /> 60 70 7 <br /> 28 <br /> 62 CL <br /> 64 TW-S95-65' <br /> 7 <br /> 90 12 `TW-585-64GW (HYDROPUNCH SAMPLE) <br /> 66 12 <br /> 68 <br /> —70- <br /> -72— �RED <br /> 74 2' JOHN P. ..� <br /> LANE y <br /> F76 f-- Cn� No. 6795 <br /> 78 �` (C Op Gf1�7��OQ` <br /> 80 <br /> r <br /> 82 <br />