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i <br /> • GROUND ZERO ANALYSIS <br /> LOG OF WELL MW1 <br /> PROJECT TULEBURG WAREHOUSE LOCATION 8200 NORTH HIGHWAY 99, STOCKTON CA PROJECT NO 263 <br /> COMMENTS SEE TULEBURG WHSE CPT1 8: S82 LOGS Q I 10 98 FOR SHALLOW DEPTHS PAGE -2-OF-3_ <br /> WELL DEPT14 F10 SAMPLEID U S C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> I <br /> 42 <br /> 44 <br /> 46 <br /> - - I <br /> 48 <br /> 50 <br /> 52 <br /> NOT <br /> 54 LOGGED <br /> 56- <br /> 60- <br /> -62- <br /> 64 <br /> 6606264 <br /> 66 <br /> —68- <br /> _70—2000 Sc 70-70 5' CLAYEY SAND (SC) 75% FN-CRS A-SA, W GRDD SND, 25% FNS, <br /> BRN, M PO, WET <br /> _ 72 CL 70 5-74' LEAN CLAY WITH SAND (CL) 257 FN-CRS, A-SA, W GRDD SND, <br /> 75% FNS, SLW DLTNCY, M TGHNSS, M PLST, BRN, M P0, WET <br /> 74 2000 <br /> SW-SM 74-76' WELL GRADED SAND WITH SILT (SW-SM) 852 FN-CRS, W GROG <br /> 76 2000 -WYf1-76, SND 5% FN, A PRLY GRDD GRVL, 10% FNS, BRN M-STRNG PO <br /> WET <br /> i7676-83 SANDY LEAN CLAY (CL) 30% FN-CRS, A TO A-SA, W GRDD SND, <br /> 70% FNS, M DRY STRNGTH SLW DLTNCY, M TGHNSS, Al PLST, BRN, <br /> 200 M-STRNG PO, WET <br /> 80 CL <br /> 82 <br />