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WELL/BORING LOG <br /> PROJECT REEVES EXXON LOCATION 2360 EAST STREET TRACY CAW0388 <br /> PROJECT NO <br /> WELL/BORING NO SB3 SURFACE ELEVATION NS FT WELLHEAD ELEVATION .NS FT <br /> DATE DRILLED 12/18Z91 REVIEWED BY GREG STAHL RG NO 5023 LOGGED BY LOIS FRAW7 <br /> DRILLING COMPANY EXCELTECH DRILLER GENE NUNES/STEVE MULINS METHOD SOLID FLIGHT AUGER <br /> BORE HOLE DIAMETER 4. IN DEPTH DRILLED 7 FT DEPTH TO WATER INITIAL _. fj STATIC _ _ FT <br /> CASING TYPE DIAMETER IN SCHEDULE INTERVAL _ FT TO FT <br /> SCREEN TYPE DIAMETER 114 SLOT SIZE IN INTERVAL FT TO <br /> EZ <br /> I FILTER PACK TYPE - INTERVAL _ . FT TO _____. T <br /> SURFACE SEAL TYPE CEMENT/SAND SLURRY OVER BENTONITE INTERVAL 0 El TO - 7 FT <br /> NOTES i FOOT BENTONITE PLUG IN BOTTOM OF BORING <br /> WELL DEPTH PID SAMPLE IA U S G <br /> DETAIL (FT) (ppm) BLOWCOUNT LOG SOIL DESCRIPTION <br /> 0 0-3' ASPHALT <br /> 2 3"-7 LEAN CLAY WITH SAND, 257. SA-SR. FN-M, PRLY GRDD SND, 75% FNS H- <br /> YH DRY STRNGTH. N DLTNCY, L TGHNSS, STIFF, M YLLW BRN. M-STRNG <br /> PO. MST, N HCL REACTION WEAK CEMENTATION. HOMO <br /> 4 CL <br /> 0 S83-66 <br /> 10 <br /> 8 <br /> 10 <br /> 12 <br /> 14 <br /> 16 <br /> 18 <br /> — 20 - <br /> - 22 <br /> 24 <br /> ' 26 <br /> 28 <br /> 30 D G�0/O <br /> 32 4 GREGORY P. <br /> 34 STAHL <br /> N0. 5023 <br /> 36 <br /> �lglE 4F CA�14d��`� <br /> 38 <br /> 40 <br /> 42 <br /> PAGE 1 OF <br />