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0 <br /> Mill <br /> Creek <br /> Associates LOG OF WELL MW3-2 <br /> PROJECT—WMZAZIIICHOLAW LOCATION BYRON do LAMMERS ROAD'S TRACY CA <br /> DATE DRILLED 12/23/94 PROJECT NO. 016 <br /> LOGGED BY LOIS FRANTZ REVIEWED BY R_JUNCAI RG N0 �p6A _ <br /> DRILLING COMPANY _v&w DRILLING DRILLER R`VLOKLRY/T WHITNEY METHOD _h=QW ST_ LM AuQER <br /> BORE HOLE DIAMETER z IN DEPTH DRILLED 15 FT DEPTH TO WATER : INITIAL 6.11 FT (BGS1 STATIC <br /> CASING TYPE PVC F480 DIAMETER 2 IN SCHEDULE 30 INTERVAL —2.5 FT TO 5.0 FT <br /> SCREEN TYPE PVC F48o DIAMETER 2 IN SLOT SIZE 0.010 IN INTERVAL 5.0 FT TO —1SEL <br /> FILTER PACK TYPE 2 SILICA SAND INTERVAL 3.0 FT TO 15 FT <br /> SURFACE SEAL TYPE _CONCRETE <br /> COMMENTS: 1.8' BENTONITE PLACED ABOVE FILTER PACK INTERVAL —1.0 FT TO ___2_O FT <br /> WE D HPI U.S.C. PAGE—L OF_ <br /> DEIAIL FT. (PPM) BLOWCOUNT LOG DESCRIPTION <br /> FAT CLAY; 5% FN, SA—SR, PRLY GRDD SND; 95% FNS; VH DRY <br /> STRNGTH; N DLTNCY: H TGHNSS; H PLST; V STIFF; M YLLW BRN TO <br /> z URFAC GRY—GRN; NPO; DPY—MST; N HCL REACTION; WEAK CEMENTATION; HOMO <br /> —ORADF <br /> 2 _ <br /> CH <br /> — 4 <br /> MW3-2 6.5' <br /> (BGS)4 <br /> = 6 e <br /> — 11 <br /> 17 <br /> 4 <br /> _ B 6 9-10.2' LEAN TO FAT CLAY: 10X FN, SA—SR, PRLY GRDD SND; 90% FNS; VH <br /> 4 <br /> 14 <br /> _ DRY STRNGTH; H DLTNCY; M—H TGHNSS; M—H PLST; V STIFF; LT—M <br /> YLLW BRH; H—SL P0; MST—WET; FI HCL REACTION; WEAK CEMENTATION; <br /> 10 6 CL/CH HOMO <br /> 10 <br /> 12 SO 10.2-10.6' CLAYEY SAND; 75% FN—CRS, SA—SR, PRLY GRDD SND; M DNS; 25% <br /> FNS; LT—M YLLW BRN; "—SL P0; MST—WET; N HCL REACTION; <br /> . 12 WEAK CEMENTATION; HOMO <br /> CH 10.6-15' FAT CLAY; 5% FN, SA—SR, PRLY GRDD SND; 957 FNS; VH DRY <br /> STRNTGH; N DLTNCY; H TGFINSS; H PLST; V STIFF; LT—M YLLW BRN; <br /> 14 — N—SL P0; MST—WET; N HCL REACTION; WEAK CEMENTATION; HOMO <br /> 16 _ <br /> 18 <br /> —20- <br /> -22- <br /> -24- <br /> 26 <br /> 0222426 <br /> —28— <br /> _30- <br /> 32 <br /> 83032 _ <br /> _34- <br /> 36 <br /> 436 <br />