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I <br /> GROUND ZERO ANALYSIS LOG OF WELL MW4 <br /> PROJECT TULESURG WAREHOUSE LOCATION 8200 NORTH HIGHWAY 99, STOCKTON CA PROJECT NO 263 <br /> COMMENTS PAGE-2-OF-2- <br /> WILL <br /> FAWELL DEPTH FID IAMILI 11 U S C DESCRIPTION <br /> DETAIL IT PPM SLOWCOLINT LOG <br /> 0 13 <br /> 14 CL/MH <br />' 42- <br /> 44- <br /> 41/49 5-51/54 S' <br /> 24441/495-51/545' FAT CLAY WITH SAND (CL) 157 FN-M SND, 857 FNS H <br /> 46 DRY STRNGTH, N DLTNCY, H TGHNSS, H PLST, HRD, BRN, NPO, <br /> DRY <br /> 48 <br /> 50 20 CH <br /> 0 s3i <br /> 52 51/54 S-56/59 5' WELL GRADED SAND (SW) 957 SND 57 COBBLES, DNS <br /> RED BRN, DRY-MST <br />' 54 Tw-11W4-55` <br /> 0 10 <br /> 20 Sw <br /> 5$ 27 <br /> 58 56/59 5-61/64 5' LEAN CLAY WITH SAND (CL) 15% SND, as% FNS, M DRY <br /> STRNGTH, N—SLW DLTNCY, M TGHNSS M PLST, V STIFF, BRN <br /> — NPO, DRY—LST <br /> 60 10 CL <br /> 13 <br /> = 0 6 <br /> 62- <br /> 61/64 5-66/69 5 LEAN TO FAT CLAY WITH SAND (CL/CH) 157 FN-LI SND, <br /> 85% FNS, H DRY STRNGTH, N--SLW DLTNCY, M-H TGHNSS, <br /> 64 u-H PLST, BRN, N-SL PO WET <br /> — 6 <br /> 50 10 Cl/CH <br /> s6 <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 PO WET <br /> = 7D 4 <br />' 7 <br /> 400 10 ML <br /> 72 71/74 5-76' SANDY SILT (ML) 307 FN-M, A-SA, W GRDD SND, <br /> 57 GRVL 65% FNS N-L DRY STRNGTH, R DLTNCY, <br /> L TGHNSS, N-L PLST, V STIFF-HRD, BRN, NPO, MST <br /> 74 TW-MW4-75 ML p�ED <br /> SLOUGH 76 0 2C) � <br /> Jo N P <br /> LANE7a N N 6795 <br /> op C <br />' 82 <br />