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' GROUND ZERO ANALYSIS <br /> LOG OF WELL MW7 <br />' PROJECT TULEBURG WAREHOUSE LOCATION 8200 N HWY 99 FRONTAGE ROAD, MORADA CA PROJECT NO 263 <br /> COMMENTS PAGE_-2-OF. <br /> I WELL DEATH FID SAMPLE ID u S C DESCRIPTION <br /> DETAIL FT PARI BLOWCOUNT LOG <br /> 13 <br /> 0 26 <br /> 42 <br /> 21/29 5-51/54 S° SILTY CLAY (CL/MH) 707 FN, A SND, 90% FNS, L--M DRY <br /> STRNGTH, N-SLW DLTNCY, M TGHNSS L PLST, HRD, BRN, NPO <br /> 44- DRY <br />' CL/IAL <br /> 46 <br />' 148 <br /> -.9 D 12 <br /> I 0 1751/54 5-55' WELL GRADED SAND (SW) 95-100% FN-CRS, A-SA, W <br /> 22 GROD SNO, TRC FN GRVL >5% FNS M DNS, BRN, NPO, DRY- <br /> 52 <br /> MST <br />' = 54 TW-11W7-59sw <br /> 10 <br /> 13 55-56/59 5' SILT (IAL) 0-5% FN A SND 95-100% FNS N DRY STRNGTH, <br /> 56 28 ML R DLTNCY, L TGHNSS, N PLST, BRN, NPO, DRY-MST <br /> 58 <br /> 56/59 5-61/64 5 SILTY CLAY (CL/MH) 5-10% FN A SND 90-95% FNS M <br /> DRY STRNGTH SLW DLTNCY, M TGHNSS M PLST V STIFF-HRO, <br /> t0 CL/MH BRN NPO LAST-WET <br /> B0 <br /> _ D 14 <br /> 22 <br />' — <br /> —62- <br /> 64- 5/59-72' SILT (ML) 5-10% FN, A SND, 90-95% FNS N DRY STRNGTH, <br /> = R DLTNCY, L TGHNSS, N PLST, HRD, BRN NPO MST, <br /> 69 <br /> 15 <br /> 66 22 <br /> I = 68 ML <br /> 70 TW-MW7-72 <br /> I721 <br /> 6 6 ��p ,ED GFO <br /> 72 95 �Q� <br /> 74 LANE , <br /> No 6795 <br /> tP; V V Q <br />' 76 <br /> 9�F 4rf��� <br /> 7s GF CA <br /> 80 <br /> 82 <br />