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GROUND ZERO ANALYSIS LOG OF BORING SB5 <br /> PROJECT TULEPURG WAREHOUSE LOCATION 8200 NORTH HIGHWAY 89. STOCKTON CA PROJECT NO. 263 <br /> COMMENTS: PAGE 2 07-2- <br /> WELL DEPTH FID SAMPLE 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): <57 FN, A 5ND; >95% FNS, H DRY <br /> 44 STRNGTH, N-SLW DLTNCY, M-H TGHNSS, M PLST, V STIFF, <br /> 7AN/BRN, NPO, DRY <br /> 46 D <br /> 48 <br /> TW-S85-50' CL <br /> 50 6 <br /> 12 <br /> t7 <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 /> 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-SBS-6 85% FNS, M-H DRY STRNGTH, N-SLW DLTNCY, M 7GHNSS, M <br /> 4 PLST, STIFF TO V STIFF, BRN, N TO SL P0, MST <br /> 60 70 7 <br /> 28 <br /> 62 CL <br /> -64- <br /> TW-S85-65-7 <br /> 7 - <br /> 90 12 =TW-SBS-64GW (HYDROPLINCH SAMPLE) <br /> 66 f2 = <br /> 68 <br /> -70- <br /> -72- RED <br /> 74 JOHN P, � <br /> LANE y <br /> 76 N No. 6795 <br /> -78- <br /> 60- <br /> 82 <br /> e 8082 <br />