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GROUND ZERO ANALYSIS <br /> LOG OF BORING SBE <br />' PROJECT WILBUR ELLIS LOCATION 212 INDUSTRIAL DRIVE, STOCKTON594 <br /> DATE DRILLED 3/2/05 PROJECT NO <br /> LOGGED BY JOE VASOUEZ _ REVIEWED BY ._.._ GREG STANL <br /> DRILLING COMPANY FISCH ENVIRONMENTAL DRILLER RICK BERTOLINO METHOD DIRECT PUSH <br />' BORE HOLE DIAMETER 1 1/4 IN DEPTH DRILLED _ -12 FT DEPTH TO WATER INITIAL NA FT STATIC FT- <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL __.n TO <br /> WLREEN TYPE: NA DIAMETER _.. IN SLOT SIZE IN INTERVAL FT TO FL <br />' TER PACK TYPE INTERVAL FT TO FT- <br /> SURFACE SEAL TYPE NEAT CEMENT GROUT INTERVAL 0 FT TO 12 El <br /> COMMENTS <br /> PAGE--L OF-!- <br /> WELL <br /> F-!-WELL DEPTH PID SAMPLE ID U 5 C DESCRIPTION <br />' DETAIL FT PPM BLOWCOUNT LOG <br /> 0-7/10' LEAN CLAY (CL), 5% SND, 95% FNS, M DRY STRGTH, M TGHNESS, M PLAST, <br /> DRK BRN, NO ODOR, MST <br />' 2 w <br /> 4 <br />' SBE-5 CL <br /> 6 00 <br /> I <br />' 8 7/10'-12' SANDY SILT (ML), 40% FN, SR, PRLY GRDD SND, 60% FNS, L DRY STRGTH,L TGHNESS; NO PLAST, LT BRN, NO ODOR, DRY, <br />' 10 SBE-10 <br /> ML <br /> 12 <br /> 12 <br />' 14 REO GEO <br /> 16 �i <br /> GREGORY P. <br />' 1 s NoSTANL. 5423 <br /> IAN* <br /> 20 ' OF 4 <br />' 22 <br /> I -24- <br /> 26- <br /> -28- <br /> -30- <br /> 32- <br /> -34- <br /> 36- <br /> -38- <br /> 40- <br />