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GROUND ZERO ANALYSIS LOG OF BORING S82 <br /> PROJECT CONZALAS TREKKING LOCATION 1955 JACKSON AVENUE. EscALON CA PROJECT N0. 400 <br /> COMMENTS: PAGE 2 OF--2— <br /> WELL <br /> FAWELL DEPTH FIO SAMPLE 10 U.S.C.- DESCRIPTION <br /> DETAIL FT. (PPM) BLOWCOUNT LOG <br /> 36/39.5-4144.5' SILT (IAL): <5% FN, A SND; >95% FNS, N DRY STRNGTH, R <br /> D 40 IAL DLTNCY, L TGHNSS. N PLST, HARD, BRN, NPO, DRY <br /> GT—SB2�-40 <br /> ' 42 / <br /> 36/39.5-41/44.5' SILT (AIL): 10-15% FN--M, A SND; 65-90% FNS, N DRY <br /> 44 STRNGTH, R DLTNCY, L TGHNSS, N PLST, HARD, ERN. NPO, DR <br /> ' 0 13 tial <br /> 24 <br /> 46 41 <br /> 46/49.5-51' FAT CLAY (CH): 10% FN, A SND; 90% FNS, VH DRY STRNGTH, <br /> t48 N DLTNCY, H TGHNSS. H PLST. V STFF—HARD, SPIN, NPO, HIST <br /> 50 4 <br /> ' 0 1 CH <br /> 27 <br /> 52 GT—SB2-50 <br /> 54 <br /> M56— <br /> 58 <br />' 60 <br /> 62 ���REO G��� <br /> O� <br /> 64 � JOHN P. � <br />' Lr%NE <br /> —66— <br /> . 6795 <br /> N� ,z <br /> 1 <br /> <* <br /> 6e off OF C aV,` <br />' -70- <br /> -72- <br /> 74- <br /> -76- <br /> 78- <br /> -80- <br /> 82— <br />