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GROUND ZERO ANALYSIS LOG OF WELLMW12
<br /> PROJECT TULE URG WAREHOUSE LOCATION 8200 N HWY 99 FRONTAGE RD MORADA CA PROJECT NO 263
<br /> COMMENTS PAGE 2 OF_.2__
<br /> )WELL DEPTH FID SAMPLE 10 U S C DESCRIPTION
<br /> DETAIL FT PPM BLOWCOUNT LOG
<br /> 222 Sw
<br /> 8 36 5/40'-40 5' WELL GRADED SAND (SW), >95% FN—CRS, A—SR, W GRDD SND, <5%
<br /> 30L CIL FNS, DENSE, WHT, NO ODOR, DRY
<br /> 42 40 5'-41 5/45 LEAN CLAY (CL), <59 FN-CRS, A-SR, W GRDD SND, >95%
<br /> FNS, M-H DRY STR, N-SLW DLTNCY, M-H TGHNESS, M-H PLAST,
<br /> _ = HARD, BRN, NO ODOR, DRY
<br /> 44 41 5/45'-465/50' WELL GRADED SAND (SW), 90-95% FN-CRS, A-SR, W GRDD SND,
<br /> 5-10% FN-CRS, SA-SR, W GRDD GRVL, <5% FNS, MED DENSE-V
<br /> 10 DENSE, BRN, NO ODOR, DRY
<br /> R 46 12 SW
<br /> 50/2
<br /> =r 46 5/50'-51 5/55' SILT (ML), 5-10% FN, A—SA, P GRDD SND, 90-95% FNS, NO DRY
<br /> 48 STR, R DLTNCY, L TGHNESS, NO PLAST, HARD, BRN, NO ODOR,
<br /> DRY
<br /> K
<br /> 50-
<br /> 17
<br /> 20 ML
<br /> 24
<br /> 52 51 5/55'-565/60' LEAN CLAY (CL), <10% FN, A, P GRDD SND, >90% FNS, M-H
<br /> _ DRY STR, N-SLW DLTNCY, M-H TGHNESS, M-H PLAST, HARD,
<br /> 54 BRN, NO ODOR, DRY-MST
<br /> 17
<br /> -r 56 22
<br /> 35
<br /> 58 CL
<br /> 6D MW12-60
<br /> 10
<br /> 12
<br /> 28
<br /> _62-
<br /> 61 5/65'-71/75' SILT (ML), <5% FN, A, P GRDD SND, >95% FNS, NO DRY STR, R
<br /> DLTNCY, L TGHNESS, NO PLAST, HARD, BRN, NO ODOR,
<br /> 64 MST—WET
<br /> MW12-65 /L v
<br /> fd
<br /> 66 16
<br /> 29
<br /> i
<br /> 68
<br /> ML
<br /> _70-
<br /> 20
<br /> 0 3 50
<br /> 72 11/15'-75 5' POORLY GRADED SAND (SP), 90-95% FN, A, P GRDD SND, 5-10%
<br /> FNS, LOOSE, BRN, NO ODOR, WET
<br /> 74
<br /> 0 4 5 SP
<br /> 76 5 75 5'-81 5' SILT (ML), <10% FN, A, P GRDD SND, >90% F TR, R
<br /> 18 DLTNCY, L TGHNESS, N PLAST, VERY STIFF,
<br /> C7 �s
<br /> 78MLJOHN P N�A
<br /> 80 MW12—7 No 6 '95
<br /> 7 cP,� Q
<br /> 5 4 20 y� O
<br /> 82
<br />
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