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<br /> '. GROUND ZERO ANALYSIS LOG OF WELL MW4
<br /> PROJECT TULEBURG WAREHOUSE LOCATION 8200 NORTH HIGHWAY 99, STOCKTON CA_ PROJECT NO 263
<br /> COMMENTS PAGE.Z OF-2-
<br /> WELL DEPTH FID SAMPLE ID U S C DESCRIPTION
<br /> DETAIL FT PPS BLOWCOUNT LOG
<br /> 0 13
<br /> 14 CL/MH
<br /> —42-
<br /> 44
<br /> 244
<br /> 41/495-51/545' FAT CLAY WITH SAND (CL) 15% FN-M SND, 85% FNS H
<br /> 46 DRY STRNGTH, N DLTNCY, H TGHNSS, H PLST, HRD, BRN, NPO,
<br /> DRY
<br /> 48-
<br /> 50— 20 CH
<br /> 25
<br /> 0 31
<br /> —52-
<br /> 51/54 5-56/59 5' WELL GRADED SAND (SW) 95% SND, 5% COBBLES, DNS
<br /> RED BRN DRY-MST
<br /> 54 TW-UW4-55'
<br /> — 020 10
<br /> 56SW
<br /> 27
<br /> 58 56/59 5-61/6,4 5 LEAN CLAY WITH SAND (CL) 1 S% SND, 85% FNS, M DRY
<br /> STRNGTH, N-SLW DLTNCY, M TGHNSS, M PLST, V STIFF, BRN,
<br /> NPO, DRY-MST
<br /> 60 10 CL
<br /> 13
<br /> 0 s
<br /> _
<br /> 62-
<br /> 61/64 5-66/69 5' LEAN TO FAT CLAY WITH SAND (CL/CH) 15% FN-M SND,
<br /> _ 17 85% FNS, H DRY STRNGTH, N-SLW DLTNCY, M-H TGHNSS,
<br /> 64 M-H PLST, BRN, N-SL PO, WET
<br /> _ 6
<br /> 506 CL/CH
<br /> 66 10
<br /> 66/69 5-71/74 5' SILT WITH SAND (ML) 25% FN-M, A-SA, W GRDD SND, 75%
<br /> 68 FNS, N DRY STRNGTH, R DLTNCY, L TGHNSS, N PLST, STIFF-
<br /> - V STIFF, BRN, SL P0, WET
<br /> 70 4
<br /> 7
<br /> 400 10 ML
<br /> 72 71/74 5-76' SANDY SILT (ML) 30% FN-M, A-SA, W GROD SND,
<br /> 5% GRVL, 65% FNS, N-L DRY STRNGTH, R DLTNCY,
<br /> L TGHNSS, N-L PLST, V STIFF-HRD, BRN, NPO, MST
<br /> 74TW-YW4-7D
<br /> 5 ML � .�E
<br /> SLOUGH 76 0 20
<br /> JOHN P
<br /> • (ANE" �
<br /> 7s �, N . 6795
<br /> Q
<br /> Or
<br /> CA
<br /> 82
<br />
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