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GROUND ZERO ANALYSIS LOG OF BORING SBF <br /> PROJECT WILBUR__ELLIS LOCATION 212 INDUSTRIAL DRIVE, S_TOCKTON PROJECT NO 594 <br /> DATE DRILLED 3Z3/05 LOGGED BY --JOE VASQUEZ _ _ REVIEWED BY GREG STAHL <br /> DRILLING COMPANY FISCH ENVIRONMENTAL DRILLER RICK BERTOLINO METHOD DIRECT PUSH <br /> BORE HOLE DIAMETER 1 1/4 IN DEPTH DRILLED _ 52 FT DEPTH TO WATER INITIAL S0 FT STATIC 359 F7 <br /> SING TYPE NA DIAMETER ^_IN SCHEDULE INTERVAL _ FT TO FT <br /> REEN TYPE NA DIAMETER — IN SLOT SIZE IN INTERVAL _._ FT TO _..,._ FT <br /> FILTER PACK TYPE INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT GROUT INTERVAL 0 FT TO 52 FT <br /> COMMENTS WATER SAMPLE COLLECTED FROM TEMPORARY WELL CASING PAGE 1 OF-1,_ <br /> WELL DEPTH PID SAMPLE ID u S C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 0-7/10' CLAYEY SILT (AIL/CL), 5% SND, 95% FNS, L DRY STRGTH, L TGHNESS; <br /> L PLAST, LT BRN, NO ODOR, DRY <br /> 2 <br /> 4 <br /> ML/CL <br /> 6 01 <br /> 7/10'-22/25' SILT (AIL), 5-15% SND, 85-95X FNS, L DRY STRGTH, L TGHNESS, <br /> 8 L-M PLAST, LT BRN, NO ODOR, DRY <br /> _10- <br /> 0 <br /> 001 <br /> 12 <br /> a <br /> JU <br /> J <br /> 14 <br /> it <br /> 16 0 1 ML <br /> 18 <br /> 20 <br /> O1 <br /> 22 22/25'-27/30' LEAN CLAY (CL), 5% SND, 95% FNS, L DRY STRGTH, M TGHNESS, <br /> M PLAST, BROWNISH GRY, NO ODOR, DRY <br /> —24- <br /> -26— 01 CL <br /> 27/30'-37/40' SILT WITH GRAVEL (ML), 5% SND, 15-20% FN, SR, PRLY GRDD GRVL, <br /> 28 75-80% FNS, L DRYY SSTRGTH, L TGHNESS, M PLAST, BRY/TAN- <br /> OLIVE BRN, NO ODOR, MST. <br /> 30 <br /> 01 <br /> 32 <br /> M <br /> 34 L <br /> SBF-35 <br /> 36 0 3 Z <br /> 37/40'-47/50' LEAN CLAY (CL), 5% SND, 95% FNS, L-H DRY STRGTH, L-M TGHNESS, <br /> 38 L-M PLAST, OLIVE BRN - GRY/GRN, NO ODOR, DRY-MST <br /> 40 <br /> I <br />