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GROUND ZERO ANALYSIS LOG OF WELL MW1 <br /> PROJECT _TULEBURG WAREHOUSE LOCATION 8200 NORTH HIGHWAY 99, STOCKTON CA PROJECT NO 263 <br /> COMMENTS SE TULEBURG WHSE CPT1 k SB2 LOGS (11/10/98) FOR SHALLOW DEPTHS PAGE 3 OF--!-- <br /> WELL <br /> F3WELL DEPTH FID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT PPM BLOWCODNT LOG <br /> CL <br /> CL/ML 83-$4' SILTY CLAY (CL/IAL) 5% SND, 95% FNS M-H DRY STRNGTH. SLW- <br /> 84 in R DLTNCY, M TGHNSS, M PLST, BRN SL-M PO, MST <br /> 200 Tw_k(wI_95 <br /> $4-8a' CLAYEY SAND (5C) SOX FN-CRS, A-SA, W GRDD SND, 20% FNS, <br /> 86 Sc BRN, SL P0, MST <br /> 88 3 iW-WW1-8B' <br /> CL 88-$9 LEAN CLAY WITH SAND (CL) 15% FN-M, A-SA, W GRDD SND, BSR i <br /> FNS SLW DLTNCY, L-M TGHNSS, L-M PLST, BRN, N-SL P0. DRY-MST <br /> 90 <br /> NO 85-94' NO RECOVERY <br /> 92 RECOVERY <br /> i <br /> 94 <br /> 94-95 5' WELL GRADED SAND (SW) 959: FN-CRS, A-SA, W GRDD SND, 53: FNS <br /> 20 1w—IAwl—ss SW BRN NPO, WET <br /> 96 <br /> • <br /> _98— ���D Gf <br /> C G?, <br /> l00 JOHN P <br /> LIN <br /> 102 cn No 6795 Q <br /> —104— 9�F pF CP,\{ 042 <br /> 106 <br /> 108 <br /> t1D <br /> 112 <br /> 114 <br /> 116 <br /> 118 <br /> • _120- <br /> -122— <br /> _124- <br /> 124 <br />