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GROUND ZERO ANALYSIS LOG OF BORING CB2 PROJECT TULEBURG WAREHOUSE LOCATION 8200 N. HIGHWAY 99, STOCKTON, CA PROJECT NO. 263 DATE DRILLED 11/2/07 LOGGED BY- JOE VASQUEZ REVIEWED BY.ERIC_1-CRM, M-8414 DRILLING COMPANY V&W DRILLING DRILLER FRANK RAMIREZ METHOD __ HOLLOW STEM AUGER BORE HOLE DIAMETER 8 IN DEPTH DRILLED BO FT DEPTH TO WATER INITIAL 80 FT STATIC NM FT CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO FF SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO ET FILTERPACK TYPE NA INTERVAL FT TO FT SURFACE SEAL TYPE - NEAT CEMENT GROUT INTERVAL 0 FT TO 80 FT COMMENTS: CEMENT DYED BLACK TO MATCH ASPHALT PAGE 1 OF-1- WELL F2WELL DEPTH PID SAmPLE ID U.S.C. DESCRIPTION DETAIL FF. PPM BLOWCOUNT' LOG 0-6.5/10 SILT W1 SAND (ML); 20% M, SR, P GRDD SND; 80% FNS; M DRY STRGTH; M TGH ESS; M LAST; LT BRN, NO ODOR, DRY. 2 4 ML 6 0.1 10 12 A 6.5/10'-11.5/15' SANDY SILT (ML); 40% M, SR, P GRDD SND; 60% FNS; M DRY STRGTH; M TGHNESS; M PLAST; DRK BRN, NO ODOR, DRY. i i i 10 5 5 0.1 7 Ml 12 �i -11.5/15-16.5/20' SILT (ML); 5% FN, SR, P GRDD SND; 95% FNS; M DRY STRGTH; M TGHN ; M PLAST; LT BRN, NO ODOR, DRY. i i 14 i CB2-15 18 ML 16 0.1 26 16.5/20'-21.5/25' FAT CLAY (CH); 5% FN, SR, P GRDD SND; 95% FNS; H DRY STRGTH; H TG NESS; H PLAST; BRN, NO ODOR, DRY. 18 20 CB2-20 25 CH 0.1 25 22 21.5/25'-26.5/30' LEAN CLAY (CL); 5% FN, SR, P GRDD SND; 95% FNS; M DRY STRGTH- M YGHHNESS; L PLAST; BRN, NO ODOR, DRY, LIGHT GREY STREAKS. 24 CB2-25 26 0.1 50 CL 26.5/30'-31.5/35' SILT W/ SAND (ML); 20% FN, SR, P GRDD SND; 8D% FNS; M DRY STRGTF{, L TGH ESS; L PLAST; BRN, NO ODOR, DRY. 28 30 CB2-30 12 ML 0.1 120 32 �� 31.5/35'-36.5/40' SANDY SILT (ML); 30% FN, SR, P GRDD SND; 70% FNS; M DRY STRGTH; L TGHNESS; L PLAST; DRK BRN, SLIGHT DDDR, DRY. 7 i i 34- CB2-35 -36- 204 17 ML 19 36.5/40'-41.5/45' FAT CLAY W/ AND (CH) ', 0W, SR, PGRDD SND; 8 % FNS; -38 HDR N H PLAST; DOR CH 40 ____-