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i <br /> GROUND ZERO ANALYSIS LOG Of BORING SB24/VAPOR WELL VW3 <br /> ' PROJECT KNOWLES-ROEK LOCATION 402 S WILS9N WAY STOCKTDN CA PROJECT NO <br /> COMMENTS PAGE-2--OF-2— <br /> DEPTH <br /> FZ <br /> DE PID SAMPLE III U.S C DESCRIPRUN <br /> DETAIL FT) (PPMI RLOWCOMIT LUG <br /> a <br /> = 55 <br /> 42 S024-40 3' <br />€ SM <br /> 44 <br /> >2300 S924-43 S' <br /> 3 <br /> 46 7 <br /> 9 <br /> _ 40 3/50-51 5/33' ELASTIC SILT, SX FN, SA—SR, PRLY GRDD SNO, 95% FHS, L—M <br /> 48 DRY STRNGTH. SLW DLTNCY. L—M TGHNSS, L—M PLST. STIFF, <br /> YLLW BRN. STRNG PD. MST. WEAK CEMENTATION, HOMO <br /> _ 50 >25p0 <br /> SB24-53 3 ' <br /> 5 MH <br /> B <br /> 52 St 5/55--58 S' POORLY GRADED SAND: 95% FII, SA—SR, PRLY GRDO SND; <br /> s M DNS. 5X FHS; BLK BRW. SITING M. MST—WET, WEAL( <br /> j CEMENTATION. HOMO <br /> 54 <br /> >2� SB24-53 5' SP <br /> _ S <br /> 56a <br /> 12 <br /> 55 t,EO Geoff <br /> ��'?`� OCA <br /> E / <br /> 60 GREGORY P. <br /> STAHL <br /> az No 5023 <br /> S4 <br /> OF cA0 <br /> _66- <br /> 7D <br /> 6 7D <br /> ' —72- <br /> -74- <br /> -76- <br /> 78 76 <br /> 78 <br /> SD <br /> F82 <br />