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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 L. PRICE, PG 8414 DRILLING COMPANY V&W DRILLING DRILLER FRANK RAMIREZ METHOD HOLLOW STEM AUGER BORE HOLE DIAMETER 8 IN DEPTH DRILLED 80 FT DEPTH TO WATER : INITIAL 80 FT STATIC NM FT CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO FT SCREEN TYPE NA DIAMETER IN SLOT SITE IN INTERVAL FT TO FT FILTER PACK 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 WELL DEPTH PID SAMPLE ID U.S.C. DESCRIPTION DETAIL FT. PPM BLOWCOUNT LOG 0-6.5/10- SILT W SAND (ML); 20% M, SR, P GRDD SND; 80% FNS; M DRY STRGTH; M TGHNESS; M LAST; LT ERN, NO ODOR, DRY. 2 4 ML 6 10 O.i 12 �i 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. 8 � i i i i 10 5 0.1 5 ML 7 12 - i 11.5/15'-16.5/20' SILT (ML); 5% FN, SR, P GRDD SND; 95% FNS; M DRY STRGTH; M TGHNESS; M PLAST; LT BRN, NO ODOR, DRY. i i 14 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 18 STRGTH; H TGHNESS; H PLAST; BRN, NO ODOR, DRY. 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- MTGHNESS; L PLAST; BRN, NO ODDR, DRY, LIGHT GREY SYREAKS. 24 CB2-25 26 0,1 507 CL 26.5/30'-31.5/35' SILT W/ SAND (ML); 20% FN, SR, P GRDD SND; 80% FNS; M DRY 28 STRGTH, L TGH ESS; L PLAST; BRN, NO ODOR, DRY. 30 C92-30 12 ML 0.1 12 12 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 ODOR, DRY. i i 34 i CB2-35 i 36 204 17 ML 19 / 36.5/40'-41.5/45' HA CSTRGTH;SANDTGHCNES5;0H M, S R, P GRDO NO 0 O; 80% FNS; 38 /CH 40