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0 <br /> Mill <br /> Creek <br /> • Associates LOG OF WELL MW3-1 <br /> PROJECT .SOUZAINicHi AW LOCATION BYRON do LAMMERS ROAD'S TRACY CA <br /> DATE DRILLED 12123/94LOGGED BY L015 FRANTZ PROJECT NO. 016 <br /> DRILLING COMPANY Vxw DRILLING REVIEWED BY-E. JUNcAL R No tae4 <br /> DRILLER R. VICKERY/T. WHITNEY METHOD HOLLOW STEM AUG <br /> R <br /> BORE HOLE DIAMETER 2 IN DEPTH DRILLED 15 FT DEPTH TO WATER INITIAL BFT lB�S1 STATIC <br /> CASING TYPE PVC F48o DIAMETER 2 IN SCHEDULE 30 INTERVAL -2.5 FT <br /> SCREEN TYPE _PVC Fag DIAMETER - 5.0 FT <br /> DIAMETER 2 IN SLOT SIZE 0,019 IN INTERVAL 5.0 FT Tp 15 FT <br /> FILTER PACK TYPE _12 SILICA SAND INTERVAL 3.8 FT <br /> SURFACE SEAL TYPE CONCRETE TO 15 FT <br /> COMMENTS: 1.5' BENTONITE PLACED ABOVE FILTER PACK INTERVAL -1.0 FT Tp 2.0 FT <br /> ELL DEPTH PID PAGE OF <br /> DETAIL FT. PPM BLOWCOUNT LOG DESCRIPTION <br /> 0-7' FAT CLAY; 5% SA-SR, PRLY GRDD SND; 95% FNS; VH DRY STRNGTH; <br /> N DLTNCY; 11 TGIINSS; H PLST; STIFF-V STIFF; M-DRK YLLW BRN; HPO; <br /> SURFACE MST; N HCL REACTION; WEAK CEMENTATION; HOMO <br /> 8 <br /> GRADE6 <br /> 11 CH <br /> 2 5 <br /> 10 — C <br /> 12 <br /> 4 3 <br /> 5 <br /> 10 _ S <br /> 6 — 4 <br /> 0 <br /> 7-12/14' LEAN TO FAT CLAY; 109' FNS; SA-SR, PRLY GRDD SND; 90% FHS; <br /> g <br /> :MW3�C-16.5' VH DRY STRNGTfI; N DLTIICY; M-H TGHNSS; H PLST; STIFF; M YLLW <br /> ) BRN; NPO; MST; N HCL REACTION; WEAK CEMENTATION; HOMO <br /> 10 CL/CH <br /> 12 <br /> • _ 12/14-15'CLAYEY SAND; 75% FN-CRS, SA-SR, PRLY GRDD SHO; 25% FNS; M <br /> YLLW BRN; NPO; WET; N HCL REACTION; WEAK CEMENTATION; HOMO <br /> —14— <br /> SC <br /> 4SC <br /> 16 <br /> 18 <br /> —20- <br /> --22 <br /> 0---22 <br /> 24 <br /> 26 <br /> —28- <br /> -30- <br /> 32 <br /> 83032 <br /> 34 <br /> 36 <br />