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i GROUND ZERO ANALYSIS LOG OF WELL MW3
<br /> PROJECT TULEBURG WAREHOUSE LOCATION 8200 NORTH HIGHWAY 99, STOCKTON CA PROJECT NO 263
<br /> COMMENTS PAGE 2 OF-2—
<br /> WELL
<br /> FAWELL DEPTH FID SAMPLE ID U S C DESCRIPTION
<br /> DETAIL FT (PPM) BLOWCOUNT LOG
<br /> _ CL
<br /> 42 0 41/44 5-46/49 5' SANDY LEAN CLAY (CL) 30% FN-M, A. W GRDD SND. 70XX
<br /> FNS, M DNS, SLW DLTNCY, M TGHNSS, M PLST, BRN, NPO,
<br /> DRY-MST, CALCAREOUS
<br /> 44-
<br /> 46—
<br /> 4 46 0 CL
<br /> 46/49 5-51/59 5' SILTY CLAY (CL/MH) 5X FN-M, W GROG SND, 95x FNS,
<br /> 48 M DRY STRNGTH, N-SLW DLTNCY, M TGHNSS M-H PLST,
<br /> BRN, NPO, DRY-MST
<br /> TW-11W3-50'
<br /> 50 CL/MH
<br /> 0
<br /> 52
<br /> 54
<br /> NO RECOVERY
<br /> i 56
<br /> 51/59 5-61/64 5' POORLY GRADED SAND (SP) >95% FN-CRS, A-SA, PRLY
<br /> 58 GROD SNO, >5% FNS, M DNS, BRN, SL PO, WET
<br /> TW-MW3-60'
<br /> 60
<br /> SP
<br /> 300
<br /> _62-
<br /> 61/64 5-66/69 5' SILT WITH SAND (ML) 15% FN-M, A-SA SND, 85% FNS,
<br /> STRNGTH, R DLTNCY, L TGHNSS, L PLST, V STIFF, BRN,
<br /> 64 SL P0, WET
<br /> —
<br /> 500 ML
<br /> _
<br /> _66-
<br /> 66/69 5-71/74 5' LEAN CLAY WITH SAND (CL) 15% FN-CRS SND, 85R
<br /> FNS, M-H DRY STRNGTH, SLW DLTNCY, M TGHNSS, M-H
<br /> fib PLST, BRN, SL PO, MST--WET
<br /> 70
<br /> CL
<br /> 200
<br /> 72 71/74 5-76' SILT (ML) <3% M-CRS, A. W GRDD SND, <3R FN, A. PRLY
<br /> GRDD GRVL, >94% FNS, N DRY STRNGTH, R DLTNCY, L
<br /> TGHNSS, N PLST, BRN, NPO, WET
<br /> 74 TW-MW3-75'
<br /> �/
<br /> ML
<br /> 0 E© G��t
<br /> .JOHN P
<br /> 78 LANA
<br /> N 6795
<br /> OF 1•���
<br /> 82 CA
<br />
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