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GROUND ZERO ANALYSIS LOG OF BORING S84
<br /> PROJECT sS1LESURG WAREHOUSE LOCATION 8200 NORTH HIGHWAY 99. STOCKTON CA PROJECT No. 253
<br /> COMMENTS: PAGE 2 OF--Z-
<br /> WELL DEPTH FID SAMPLE 10 U.S.C. DESCRIPTION
<br /> DETAIL FT. (PPM) BLOWCOUNT_ LOG
<br /> 15
<br /> 0 50+
<br /> 40.5-41.5/45' SILT (AIL): 15% FN, SA, PRLY GRDD SND: 857 FNS, N-L DRY
<br /> 42 AIL 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): 407 FN, A-SA, PRLY GRDD SND; 603 FNS,
<br /> L DRY STRNGTH, R DLTNCY, L TGHNSS, N PLST, V STIFF TO HRD,
<br /> LT BRN, CRY. M CEMENTATION, HOMOGENEOUS
<br /> 8
<br /> 46 0 16 ML
<br /> 19
<br /> 48 / 46/50-51' RILT DLTNCY, LAND TGHNSS , N2PLST,NV STIFF,FLT BRN, DRY STRNGTH,
<br /> CEMENTATION, HOMO
<br /> 50 13 ML
<br /> 0 17 51-51.5/54.5' SILTY SAND (SM); 557 FTI-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, HOMOGENDUS, FeDX
<br /> STAINING
<br /> 54 TW-SBA-55'
<br /> t3 51.5/54.5-61' WELL GRADED SAND (SW); >957 FN-CRS, A-SR, W GRDD SND;
<br /> 2 16 <5% FNS, M DNS TO ONS, BRN, MST
<br /> 56 28
<br /> Sw
<br /> 58
<br /> L
<br /> TW-584-60'
<br /> 60 B
<br /> 4 15 =TW-SB4-61GW (HYDROPUNCH SAMPLE)
<br /> 62
<br /> 6 a - �b G
<br /> Ch
<br /> t
<br /> 66 JOHN P.
<br /> LANE"
<br /> u, No. 6795
<br /> sa
<br /> � OQ�
<br /> 70 OF C A+�r,F
<br /> 72-
<br /> -74—
<br /> I
<br /> 76 I--
<br /> —78
<br /> —BO
<br /> 82
<br />
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