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n <br /> GROUND ZERO ANALYSIS LOG OF WELL MW2 <br /> PROJECT TULEBURG WAREHOUSE LOCATION 8200 NORTH HIGHWAY 99 STOCKTON CA PROJECT NO 263 <br /> COMMENTS PAGE 2 OF__2_ <br /> WELL DEPTH FID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT PPI BLOWCOUNT LOG <br /> SM <br /> —42- <br /> 41/44 <br /> 241/44 5-46/49 5' LEAN CLAY (CL) 100% FNS, H DRY STRNGTH, SLW DLTNCY, <br /> M TGHNSS, M-H PLST, BRN NPO, DRY-MST <br /> 44 <br /> CL <br /> 46 <br /> / I <br /> 48 46/49 5-51/54 5 LEAN CLAY WITH SAND (CL) 15% FN--CRS A-SA, W GRDD <br /> SND, TRC FN GRVL, <85% FNS, M-H. DRY STRNGTH, N-SLW <br /> DLTNCY, M TGHNSS, M PLST, BRN, NPO, MST <br /> TW-MW2-50' <br /> 5o CL <br /> :-52- <br /> 51/54 <br /> 251/54 5-56/59 5' WELL GRADED SAND (SW) 95% FN-CRS, A-SA, W GRDD <br /> SND, 5% FNS, RED BRN, NPO, MST <br /> 54 <br /> SW <br /> • 5fi <br /> —58-- <br /> 56/59 <br /> 856/59 5-61/64 5' POORLY GRADED SAND (SP) 100% FN, A. PRLY GRDD SND, <br /> TW-MW2-60' WHT, SL P0, MST-WET <br /> 6O SP <br /> 62 <br /> 61/64 5-66/69 5' LEAN CLAY (CL/ML) 5% FN SND, 95% FNS, M-H DRY <br /> STRNGTH, N-SLW DLTNCY, M-H TGHNSS, M-H PLST, <br /> 64 7W-MW2-65 BRN, NPO, DRY-MST <br /> L <br /> 66 C <br /> 68 � <br /> 70 <br /> 66/69 5-78 LEAN CLAY WITH SAND (CL) 25% FN-CRS, A-SA, W GRDD <br /> 72 SND, 75% FNS, M DRY STRNGTH, SLW DLTNCY, M TGHNSS, M <br /> PLST, BRN TO RED BRN (SATURATED), WET <br /> CL <br /> 74 ,�ED G�°�o <br /> —76— <br /> JOHN P <br /> J LANE <br /> 7a o 6795 <br /> TW-MW2-77.5' (pNIs <br /> BO <br /> OF C <br /> 82 <br />