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GROUND ZERO ANALYSIS LOG OF BORING SB4
<br /> PROJECT _TULEHURG_WAREHOUSE LOCATION 8200 NORTH HIGHWAY 99. tIOCKTON_ 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. FPM BLOWCOUNT LOG
<br /> 15
<br /> 0 50+ 40.5-41.5/45' SILT (ML): 15% FN, SA, PRLY GROD SNO: 85% FNS. N—L DRY
<br /> 42 ML STRNGTH, SLW DLTNCY, L TGHNSS, N PLST, HRD, BRN—GRY, NPO,
<br /> ORGANICS, DRY, M CEMENTATION, LAMINATED
<br /> 44 41,5/45-46/50' SANDY SILT (ML): 40% FN, A—SA, PRLY GROD SND; 60% FNS,
<br /> L DRY STRNGTH, R DLTNCY, L TGHNSS, N PLST, V STIFF TO HRD,
<br /> LT BRN, DRY, M CEMENTATION, HOMOGENEOUS
<br /> 8
<br /> 415 0 16 ML
<br /> 19
<br /> —48 / 46/50-51' RILT DLTNCY, LAND TGHNSS , NZPLST,NV STIFF,FLT BRN,DRYRY STRNGTH,
<br /> M
<br /> CEMENTATION, HOMO
<br /> 50 ML
<br /> 13
<br /> 0 17 51—51.5/54.5' SILTY SANG (5M): 55% FN—M, SR—R, PRLY GRDD SND; 45%
<br /> 19� SM FNS, N DRY STRNGTH, R DLTNCY, L TGHNSS, N PLST, DNS, RED
<br /> 52 BRN, TRC ORGANICS, DRY, M CEMENTATION, HOMOGENOUS, Fe DX
<br /> STAINING
<br /> —54 TW—SBA-55'
<br /> 13 51.5/54.5-61' WELL GRADED SAND (SW): >95% FN—CRS, A—SR, W GRDD SND;
<br /> 2 76 <57 FNS, M DNS TO ONS, BRN, MST
<br /> 56— 28 —
<br /> SW
<br /> 58 —
<br /> i
<br /> TW—SB4-60'
<br /> 60 8
<br /> 4 15 —TW—SB4-61GW (HYDROPUNCH SAMPLE)
<br /> 62 —
<br /> 64 - �ED
<br /> t' JOHN P.
<br /> 66 LANCE
<br /> 66 N No. 6795
<br /> J' OQ.
<br /> 70 aF CAV,
<br /> 72
<br /> 74
<br /> —715-
<br /> 78
<br /> 67B —
<br /> —80-
<br /> 62
<br /> 0 62
<br />
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