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. GROUND ZERO ANALYSIS <br /> Loc OF wEwLt_ Mwt <br /> PROJECT TULEBURG WAREHOUSE LOCATION 6200 NORTH HIGHWAY 99 STOCKTON CA PROJECT NO 263 <br /> COMMENTS _SEE_TULEBURG WHSE CPTt & S82-LOGS 11 10 96 FOR SHALLOW DEPTHS PAGE -2-0F-3_ <br /> WELL DEPTH FID SAMPLE 10 U S C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> — 42- <br /> 44- <br /> 46- <br /> -48- <br /> 52- <br /> NOT <br /> 24446 4852NOT <br /> 54 LOGGED <br /> . 56- <br /> -62- <br /> 64 <br /> fi 6z64 <br /> 66 <br /> = <br /> 68- <br /> -70-2000 2000 70-70 5' CLAYEY SAND (SC) 75% FN-CRS A-SA, W GRDD SND 25% FNS, <br /> = BRN M PO, WET <br /> 72 CL -70S-741 LEAN CLAY WITH SAND (CL) 25% 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) 65% FN-CRS, W GRDD <br /> 76 2000 <br /> TW-WWI-76' SND, 5% FN, A PRLY GRDD GRVL. 10% FNS, BRN, M-STRNG PO <br /> - WET <br /> - 78 76-63 SANDY LEAN CLAY (CL) 307. FN-CRS A TO A-SA W GRDD SND, <br /> - 70% FNS, M DRY STRNCTH, SLW DLTNCY, M TGHNSS, M PLST, 13RN <br /> 200 M-STRNG PO, WET <br /> Ba CL <br /> 62 <br />