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1 I <br /> GROUND ZERO ANALYSIS LOG OF BORING SB37/WELL MWS 3 { <br /> PROJECT ICNOWLES-RDEK ,._.,— LOCATION 10?, $ WILSON WAY, STOCKgN CA PROJECT NO 25=296 � <br /> COMMENTS PAGE,.Z OFA <br /> 1ME PID SANWMM Us C DESCRIPTION <br /> DETAIL (FT)_ (PPM) BLp�1!`AUN1' LOG <br /> 4 <br /> 147 6 <br /> 12 MH/CL <br /> — 42 S937-40 <br /> 41 5/45-51 5/55' ELASTIC SILT, 59 File SA—SR, PRLY ORDD SND, 95% FNS, L—M <br /> 4 DRY STRNGTT$ SLW TO N-SLW DLTNCY, L-M TGHNSS, M-H TO <br /> 44 L—M PLST; $TIFF—V STIFF TO ffff, M YLLW ORN, N TO SL <br /> PO, DRY—MST, M TO STRNQ CEMENTATION; }TOMO, CaDO3 <br /> 4 STRIATIONS <br /> 4b 3 3 8 <br /> — 12 <br /> — 48MH <br /> _ 5Q SB37 <br /> 3 <br /> = 23 3 <br /> 52 a <br /> e <br /> _ 51 5/33-59 5' POORLY GRADED SAND: 95X FN, SA—SR. PRLY ORDD SND, M <br /> DHS. 5X FNS; STIFF: M YLLW GRN: SL—N PO: MST; WEAK <br /> 54 CEMENTATION, NOW <br /> S837-555. <br /> 3 SP <br /> 56 78 <br /> = 38 <br /> /HEAVING SANDS EXPECTED, So NO SAMPLES <br /> — 60 <br /> — D o I <br /> —62 <br /> GREGORY P. <br /> * STAHL <br /> _ No. 5023 <br /> ss <br /> CF A11�OQ�C� <br /> ' - -70— <br /> _72- <br /> -74- <br /> 75 <br /> 70 7z 7475 <br /> E <br /> 78 <br /> 80 <br /> e2 <br /> L <br />