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GROUND ZERO ANALYSIS LOG of WELL MW5 <br />' PROJECT TULE13URG WAREHOUSE LOCATION 8200 N HWY 99 FRONTAGE-ROAD. MORADA CA PROJECT NO 263 <br /> COMMENTS PAGE—2—0F_2.— <br />' WELL DEPTH FID SAMFLL ID i U S C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 0 17 <br /> 29 <br />' - <br /> 42- <br /> 31/39 5-50' SANDY CLAY (CL/SC) 45% FN-M, A, W GRDD SND, <br /> - 55% FNS M-H DRY STRNGTH, N-SLW DLTNCY, M-H TGHNSS, <br /> 44 M-H PLST, HRD, BRN, NPO, DRY-MST, CALCAREOUS <br /> CL/SC <br /> 46 <br />' 48 <br /> TW-uWS-50' <br /> 50 0 15 <br /> 28 <br /> 35 50-61/64 5' WELL GRADED SAND (SW) 957 FN-CRS, A-SA, W GRDD <br /> SND 5% FNS V DNS BRN, NPO, DRY-MST <br /> 52- <br /> -54— <br /> Is <br /> 2 5415 <br /> 56 27 SW <br /> 58 <br /> _ 60 11 <br /> _ 0 21 <br /> 26 <br /> — 62 61/64 5-66/69 5 SILT (ML) 5% FN A SND 95% FNS N DRY STRNGTH, R <br /> DLTNCY, L TGHNSS N PLST, HRD, BRN NPO, WET <br /> 64 <br /> 9 <br /> 0 34 ML <br /> 66 <br /> 66/69 5-71' SANDY LEAN CLAY (CL) 35-40% FN-CRS A-SA W GRDD <br /> SND, 60-65% FNS, M-H DRY STRNGTH N-SLW DLTNCY, <br /> 613 M TGHNSS, M PLST, V STIFF-HRD, BRN NPO WET <br /> 70 TW-MW5-72 CL <br /> 0 10 <br /> 21 <br /> 0 40 ML 71-72' SILT (ML) 5-10X FN, A SND, 90-95% FNS, N DRY STRNGTH, <br /> 72 60 R DLTNCY, L TGHNSS, N PLST, HRD, BRN, NPO MST-WET <br /> 74 �p�ED GES <br /> 76 JOHN P <br /> 78 U,� No G <br /> BO <br /> OF <br /> a2 <br />