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r <br /> 1 <br /> GROUND ZERO ANALYSIS LOG OF 90RIiVG CB1 A � <br /> PROJECT KNOWLES ROEK LOCATION 102 S WILSON WAY STOCKTON CA PROJECT NO 329 <br /> COMMENTS PAGE 4 OF-A_ <br /> WELL DEPTH PID SAMPLE ID U 5 C DESCRIPTION <br /> ' DETAIL FT PPM BLOWCOUNT LOG <br /> 113/124-126/130 ELASTIC SILT (MH) 0-5% FN, A SND, 95-10D% FNS, <br /> 126 5 6 �}{ L DRY STRNGTH, SLW-R DLTNCY L TGHNSS L PLST, <br /> 1KR-CB1A-125' BRN, NPO, WET <br /> 128 <br /> ' 130 <br /> 126/130-136 LEAN CLAY WITH SAND (CL) 15-209 FN-M A SND <br /> 1 132 80-85% FNS, M-H DRY STRNGTH N-SLW DLTNCY M <br /> TGHNSS, M PLST, BRN, NPO, WET <br /> 3 KR-CSIA-135 CL <br /> ' 25 <br /> 136 <br /> D�,.;, <br /> � G CO <br /> 140- <br /> 142 <br /> 0 142 GREGORY P <br /> I STAHL <br /> No 5023 <br /> 1 -144- <br /> -146— �1gTF OF CAO����P <br /> h <br /> —148- <br /> -150- <br /> -152- <br /> -154- <br /> 156 <br /> 4B 150152154156 <br /> 159 <br /> 1 -1160- <br /> 162- <br /> -1647 <br /> 641621fi4 <br /> ' 16fi <br />