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i
<br /> •
<br /> GROUND ZERO ANALYSIS LOG OF BORING SB4
<br /> PROJECT TULEBURG WAREHOUSE LOCATION 62QQ NORTH HIGHWAY-99-_STOCKTON CA PROJECT NO -263
<br /> COMMENTS PAGE_2..OF-2—
<br /> WELL DEPTH FIO SAMPLE U 5 C DESCRIPTION
<br /> DETAIL FT (PPM) BLOWCOUNT LOG
<br /> 15
<br /> O 50+
<br /> 40 5-41 5/45' SILT (AIL) 15% FN, SA, PRLY GRDD SNO, 85% FNS, N-L DRY
<br /> I 42 ML STRNGTH, SLW DLTNCY, L TGHNSS, N PLST, HRD, BRN-GRY, NPD,
<br /> ORGANICS, DRY, M CEMENTATION, LAMINATED
<br /> 44 41 5/45-46/SO SANDY SILT (ML) 40% FN, A-SA, PRLY GRDD SND, 602 FNS,
<br /> I L DRY STRNGTH, R DLTNCY, L TGHNSS, N PLST, V STIFF TO HRD,
<br /> LT 6RN, DRY, M CEMENTATION, HOMOGENEOUS
<br /> 8
<br /> 46 0 16 ML
<br /> 19
<br /> 48 / 46/50-51' SILT WITH SAND (ML) 2S% SND 75% FNS, L DRY STRNGTH,
<br /> R DLTNCY, L TGHNSS, N PLST, V STIFF, LT SRN, DRY, M
<br /> CEMENTATION, HOMO
<br /> 5013 ML
<br /> 0 17 51-51 5/545' SILTY SAND (SM) 557. FN-M SR-R, PRLY GRDD SND, 457.
<br /> 19 SM FNS, N DRY STRNGTH R DLTNCY, L TGHNSS, N PLST, DNS RED
<br /> 52 BRN, TRC ORGANICS, DRY, M CEMENTATION, HOMOGENOUS, FsOX
<br /> STAINING
<br /> 54 7W-584-55'
<br /> 13 51 5/54 5-61' WELL GRADED SAND (SW) >95% FN-CRS, A-SR, W GRDD SND,
<br /> 2 16 [57, FNS M DNS TO DNS BRN, MST
<br /> 56 28
<br /> SW
<br /> 58
<br /> TW-S84-60' —
<br /> 60 e
<br /> 4 115 = TW-S64-61GW (HYDROPUNCH SAMPLE)
<br /> 62
<br /> G�°�o
<br /> 64
<br /> JOHN P
<br /> 66 s L�VC
<br /> No 6795
<br /> 6B
<br /> 70 OF C A�y'FO
<br /> 72
<br /> 74
<br /> 76
<br /> 78
<br /> 80
<br /> 82
<br />
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