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1 <br /> GROUND ZERO ANALYSIS LOG OF BORING SB3 <br /> ' PROJECT GONZALAS,TRUCKING LOCATION 1855_JAC15SON AVENUE, ESCALON_ CA _ ^_ PROJECT NO. _400 <br /> COMMENTS: PAGE--2—OFA. <br /> WELLDEPTH FID SAMPLE 10 U.S.C. DESCRIPTION <br /> DETAIL FT. (ppm) BLOWCOUNT LOG <br /> 200 28 31/39.5-41/44.5' SILT (ML): 5-109 FN, A SND; 90-95% FNS, N DRY <br /> GT-583-40 ML ,STRNGTH, R DLTNCY, L TGHNSS, N PLST, V STIFF-HARD, <br /> 42 BRN, SL-M P0, DRY <br /> 44 / 41/44.5-46/49.5' SILT (ML): C59 FN SND; >95% FNS, N DRY STRNGTH, <br /> R DLTNCY, L TGHNSS, N PLST, HARD, BRN, NPO, DRY <br /> ' 0 721 ML <br /> 46 25 <br /> GT—S83-45 <br /> 46/49.5-51/54.5' FAT CLAY (CH): 5-107 FN, A SND; 90-95% FNS, H—VH <br /> ' 48DRY STRNGTH, N DLTNCY, H TGHNSS, H PLST, V STIFF, <br /> BRN, NPD, DRY <br /> -50- 5 <br /> 0 1 CH <br /> ' 21 <br /> GT-SB3-50 <br /> 52 51/54.5-56' SILT (ML): 5-10% FN-M, A SND; 90-95% FNS, N DRY <br /> STRNGTH, R DLTNCY, N PLST, HARD, BRN, NPO, MST <br /> 54 <br /> 20 ML <br /> 1 23 <br /> 56 3 <br /> 58- <br /> 60- <br /> 62 <br /> 86062 — <br /> 64 ED GE�I <br /> ' 66 lU�\ <br /> JOI-N P. <br />' 68 . LAsPrc <br /> N No. 6795 <br />' OF CA\ <br /> 72 <br />' 7s <br /> 78— <br /> ao <br />' 82 <br />