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1 GROUND ZERO ANALYSIS LOG OF WELL MW8 <br /> PROJECT TULEBURG WAREHOUSE LOCATION 8200 N HWY 99 FRONTAGE ROAD, MORADA _CA PROJECT NO 263 <br /> COMMENTS PAGE 2 OF_2_ <br /> WELL DEPTH FIG IA PLE ID U S C DESCRIPTION <br /> DETAIL (FT PpmBLOWCOUNT LOG <br /> 11 <br /> 0 13 <br /> ML <br /> 42 <br /> 44 <br />' 46 <br /> 48 41/49 5-51/54 5' LEAN CLAY WITH SAND (CL) 15% FN-CRS, A-SA SND, 85% <br />' FNS, W-H DRY STRNGTH, SLW DLTNCY, M TGHNSS, L-W PLST, <br /> BRN, NPO DRY-MST <br /> TW-MWB-50' CL <br /> 50 0 12 <br /> 21 <br />' — <br /> 28 <br /> _52- <br /> 51/54 5-56/59 5' WELL GRADED SAND (SW) 957 FN, A-SA, P GRDD SND, 5% <br /> FNS BRN NPO, WET <br /> 54 <br /> = D 1a <br /> _ 14 SP <br /> _ 56 21 <br /> 58 56/59 5-61/64 5' SILT (ML) 0-5% FN A SND 95-104% FNS L DRY <br /> STRNGTH, R DLTNCY, L TGHNSS, L PLST, SRN, NPO, )AST- <br /> WET <br /> —6015 <br /> 0 28 <br /> 49 ML <br /> fit / <br /> 61/64 5-72 SILT (ML) 10-15% FN SNO, 85-907 FNS N-L DRY <br /> 64 STRNGTH R DLTNCY L TGHNSS, N-L PLST HRD NPO, <br /> 9 WET <br /> - 0 18 <br /> 29 ML <br /> 66 <br /> -68 <br /> 70 TW-MWS-72' \ ik D GFO`D <br /> 28 <br /> - 0 50 �+ <br /> — 50 <br /> 72 <br /> 73 JOHN P <br /> LAPY'E <br /> No 6795 <br /> 74 �, <br /> 76 QF <br /> 78- <br /> _80- <br /> 82 <br />' ex <br />