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i <br /> GROUND ZERO ANALYSIS LOG OF BORING CB2 <br /> • PROJECT KNOWLES ROEK LOCATION 102 S WILSON WAY, STOCKTON CA PROJECT NO 329 <br /> ' COMMENTS PAGE 2 OF___2 <br /> WELL DEPTH PID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT (PPM) BLOWCOUNT LOG <br /> ' ML <br /> —42— <br /> _44- <br /> 2 44 KR-C82-4 ' <br /> 10 <br /> 835 27 <br /> ' 46 50 38/44 5-Sfi/59 5' SILTY CLAY (CL/ML) 0-5Z FN A SNb 95-1007. FNS <br /> M-H DRY STRNGTH, SLW DLTNCY, M TGHNSS, M PLST, V <br /> STIFF-HRD, BRN/GRY M PO, WET, CALCAREOUS <br /> 48 <br /> ' CL/ML <br /> _50— <br /> _52- <br /> -54- <br /> 0 5254 KR-CB279 ' <br /> ' 1034 25 <br /> 56 3O <br /> ♦ <br /> '. ♦♦ 56/59 5-61' SILTY CLAY (CL/ML) 10-15% FN, A SND, 85-90% FNS, <br /> 5B ♦ M DRY STRNGTH, SLW DLTNCY, M TGHNSS M PLST, HRD, <br /> � 6R N, u PO <br /> KR-C82-fi0' ♦ <br /> 20' CL/ML <br /> 1150 36 CL ML <br /> 53 <br /> 62 <br /> ' fi4 l4� Ci <br /> GREGORY P. <br /> ' 56 * STAHL <br /> No. 5023 <br /> fib <br /> Q` <br /> 70fgff OF CAtlF4��� <br /> 72 <br /> ' -74- <br /> 76- <br /> -So- <br /> -82- <br /> 7476 8082 <br /> 1 <br />