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Mill <br /> ! Creek Associates LOG OF WELL MW2-2 <br /> PROJECT_SOLZA/NICHOLAW LOCATION BYRON do LAMMERS ROAD'S TRACY CA <br /> DATE DRILLED 12/7/94 LOGGED BY LOIS FRA14T7 PROJECT NO. 015 <br /> DRILLING COMPANY VFW DRILLING REVIEWED BY R. INNCL Rr NO xaaA <br /> DRILLER H._YIGKER_Y/T_wylTilEY METHOD NO OW STEM AUGER <br /> BORE HOLE DIAMETER R IN DEPTH DRILLED 13 FT DEPTH TO WATER : INITIAL —6 FT fB c1 <br /> CASING TYPE PVC F48D DIAMETER ._2--IN SCHEDULE 30 2.5 — STATIC <br /> SCREEN TYPE Pvc F480 INTERVAL —5 FT TO 3.o FT <br /> DIAMETER 2 11� SLOT SIZE _ 0.010 11� INTERVAL ; FT <br /> FILTER PACK TYPE .12 SILICA SAND TO _ 13 FT <br /> SURFACE SEAL TYPE CONCRETE INTERVAL 2.5 FF TO 1S FT <br /> COMMENTS: 0.5' BENTONITE PLACED ABOVE FILTER PACK INTERVAL —0.5 FT TO 4.0 FT <br /> WELLTE—PTH PID PAGE I OF—L <br /> DETAIL FT. PPN BLOWCOUNT U.S.C. <br /> LOC DESCRIPTION <br /> SURFAC <br /> GRADE <br /> 3 0-6' FAT CLAY; 5% SA—SR, PRLY GROD SND; 959 FNS; VH DRY STRNGTII; <br /> _ 5 N DLTNCY; H TGHNSS; H PLST; STIFF; BLK ERN; NPO; ORGANICS; <br /> B MST—WET; N NCL REACTION; WEAK CEMENTATION; HOMO <br /> — 2 — 5 <br /> 7 <br /> 9 CH <br /> 7 <br /> — 4 10_ <br /> 13 <br /> 6 <br /> _ 8 7 <br /> — 6 11 <br /> 5 <br /> 9 _ 6-14' LEAN CLAY; 10% FN, SA—SR, PRLY GROD SND; 90% FHS; VH DRY <br /> 13 STRHGTH; N—SLW DLTNCY; M—H TGHNS; M—H PLST; STIFF; M YLLW <br /> 8 MW2-2 5.5 BRIT; tIPO; MST—WET; N HCL REACTION; WEAK CEMENTATION; HOMO <br /> 10 CL <br /> 12- <br /> -14- <br /> -16— <br /> _18- <br /> -20- <br /> -22- <br /> -24- <br /> -26- <br /> -28- <br /> 30 <br /> 21416 182022- <br /> 24- <br /> 26-2830— <br /> 32 <br /> —34- <br /> 36 <br />