Laserfiche WebLink
WELL/BORING LOG <br /> PROJECT REEVES EXXON LOCATION 2360 EAST STREET TRACY CA PROJECT NO WO386 <br /> WELL/BORING NO S62 SURFACE ELEVATION N5 FT WELLHEAD ELEVATION <br /> NS FT <br /> DATE DRILLED 12/17/91 REVIEWED BY GREG STAHL RG NO 5023 <br /> LOGGED BY LOIS FRANTZ <br /> DRILLING COMPANY EXCELTECH DRILLER GENE NUNES/STEVE MULINS METHOD HOLLOW STERE AUGER <br /> BORE HOLE DIAMETER B_ IN DEPTH DRILLED 7 FT DEPTH TO WATER INITIAL - FT STATIC FT_ <br /> CASING TYPE DIAMETER IN SCHEDULE INTERVAL - FT TO FT <br /> SCREEN TYPE DIAMETER IN SLOT SIZE IN INTERVAL - FT TO _ FT <br /> FILTER PACK TYPE INTERVAL - - - FT TO FT <br /> SURFACE SEAL TYPE CEMENTISAND SLURRY OVER BENTONITE __. _- INTERVAL - O FT TO 7, FT <br /> NOTES I FOOT SENTONFTE PLUG IN BOTTOM OF BORING <br /> WELL DEPTH PID SAMPLE ID U S G <br /> 1 DETAIL (FT) (PPI ) BLOWCOUN LOG SOIL DESCRIPTION <br /> 0 ASPHALT <br /> 2 LEAN CLAY WITH SAND 25% SA-SR. FN-M, PRLY GRDD SNO. 75% FNS H- <br /> VH DRY STRNGTH. SLW DLTNCY; L-M TGHNSS. L PLST. STIFF. M YLLW BRN, <br /> M-STRNG PO, MST, N HCL REACTION, WEAK CEMENTATION, HOMO <br /> 4 0 CL <br /> S192-64 <br /> fi <br /> 7 <br /> 8 - <br /> 10 <br /> 12 - <br /> 14 <br /> 15 <br /> 18 <br /> 1 20 <br /> � 22 <br /> 24 <br /> 26 <br /> ��R�.o cFor <br /> 28 ��, O <br /> 30 GREGORY P. <br /> STAHL <br /> 32 No. 5023 <br /> j 34 <br /> 36 f OF CAL�Fo <br /> 38 <br /> 40 <br /> 42 <br /> PAGE OF 1 <br />