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I <br /> GROUND ZERO ANALYSIS LOG OF BORING CB1A <br /> •PROJECT KNOWLES ROEK LOCATION 102 S WILSON WAY, STOCKTON CA <br /> PROJECT NO 329 <br /> ' COMMENTS PAGE 3 OF-A-- <br /> WELL <br /> FAWELL DEPTH PID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT PPI BLOWCOUNT LOG <br /> ' ML <br /> 84 <br /> ' 86 <br /> 88 <br /> 1 1 81/94-96/106' SILTY CLAY (CL/ML) 0-5R FN-M, A-SA SND 95-100% <br /> FNS, M DRY STRNGTH, SLW DLTNCY, M TGHNSS, M PLST <br /> 90 BRN SL-M PO WET <br /> ' 92 <br /> 94 KR-CEIA-95' <br /> CL/ML <br /> � 16a <br /> 96 <br /> ' 98 <br /> -100- <br /> -102- 96/106-108/111' WELL GRADED SAND (SW) 95-100% FN-M, A-SA, W GRDD �\ <br /> ' SND, 0-5% FNS, BRN, SL PO, WET <br /> I <br /> -104- <br /> 106- <br /> 04106 KR-CB1A-107' <br /> sw <br /> 80 <br /> ' 108- <br /> -110- 108/111-113/124' SILTY CLAY (CL/ML) 0-5x FN A SND 95-100% FNS <br /> ' KR-CB1A-112 M DRY STRNGTH, SLW DLTNCY, M TGHNSS, M PLST BRN <br /> SL PO WET <br /> 112 55 <br /> CL/ML <br /> ' 114 <br /> ' 116 <br /> 118 <br /> 120 113/124-126/130' ELASTIC SILT (MH) 0-5R FN, A SND, 95-100% FNS <br /> L DRY STRNGTH, SLW-R DLTNCY, L TGHNSS, L PLST <br /> BRN, NPO, WET <br /> ' Ll 122 <br /> MH <br /> 124 <br />