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1 <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 OFA <br />' WELL DEPTH FID SAMPLE W U S C DESCRIPTION <br /> DETAIL FT PPI BLOWCOUNT LOG <br /> 5M <br /> _ <br /> -42- <br /> 41/44$-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 /> -48- <br /> 6 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, BAN, NPO, MST <br /> _ m-1nv2-5D' <br /> 50 CL <br /> 1 _ <br /> 52- <br /> 5 1 <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 /> 58 <br /> 56/59 5-61/64 5 POORLY GRADED SAND (SP) 100% FN A PRLY GRDD SND <br /> TW-MW2-6U WHT SL PO MST-WET <br /> 60 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 TW-MW2-65 BRN, NPO DRY-MST <br /> _ CL <br /> 66 <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- �,��9,0 GF- <br /> = <br /> zo <br /> _76— JOHN P `r'a <br /> LANE <br /> --78— Tw-uw2-n5 cn� a G795 <br /> I _80- <br /> 82- <br />