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0 <br /> Mill <br /> Creep <br /> Associates LOG OF WELL MW2-1 <br /> PROJECT_SOUZA/NIC11oI Aw LOCATION BYRON & LAMMERS ROAD'S TRACY CA <br /> DATE DRILLED 12/7/94 LOGGED BY LOIS FRANTZ PROJECT NO. 016 _ <br /> DRILLING COMPANY vI w ORUIIu� REVIEWED BY-fl, cL RG NQ, 3864 <br /> DRILLER R. VI-K RY/ . WHIT--HEY METHOD Ho OW slFu AUGER <br /> BORE HOLE DIAMETER 2 IN DEPTH DRILLED 14 FT DEPTH TO WATER : INITIAL —eEL(. STATIC <br /> CASING TYPE PVC F4B0 DIAMETER 2 <br /> 1N_ SCHEDULE 30 INTERVAL _ -3.D <br /> SCREEN TYPE _PVC F480 DIAMETER 2 IN SLOT SIZE 0.010 IN FT TO 4,0 FT <br /> FILTER PACK TYPE I2 SILICA SAND INTERVAL a-0 FT TO 14 FT <br /> SURFACE SEAL TYPE CONCRETE INTERVAL 3.0 FL TO 14 FT <br /> COMMENTS: 1' BENTONITE PLACED ABOVE FILTER PACK INTERVAL __ -1_0 FT TO 20 FT <br /> WELL DEPTH -PI D PAGE 1_ OF_L <br /> DETAIL FT, U.S.C. DESCRIPTION <br /> PPM BLOWCOUNT LOG <br /> 0-4.5' FAT CLAY; 57 FII, SA-SR, PRLY GRDD SND; 95% FNS; VH DRY <br /> 17- STRNGTH; 11 DLTNCY; H TGHNSS; H PLST; M STIFF-STIFF; BLK BRN <br /> R <br /> GRADE NPO; ORGANICS; MST; N HCl REACTION; WEAK CEMENTATION; HOMO <br /> 7 CH <br /> 9 <br /> 10 <br /> — 2 6 <br /> 7 <br /> 9 <br /> 10 <br /> 4 11 <br /> 11 <br /> 4 4.5-14' LEAN CLAY; 10% SA-SR, PRLY GRDD SND; 90% FNS; VH DRY STRIIGTH; <br /> 5 N DLTNCY; M-H TGHNSS; M-H PLST; M STIFF; DRK-M YLLW BRIT; NPO; <br /> 6 8 MST-WET; 11 HCL REACTION; WEAK CEMENTATION; HOMO <br /> g MW6.5' <br /> (S <br /> (BCS) <br /> 10 — CL <br /> 12 <br /> 14- <br /> 16 <br /> 18 <br /> -20- <br /> -22- <br /> -24- <br /> 26 <br /> 02224 26 <br /> -28- <br /> -30- <br /> 32 <br /> 83032 <br /> -34- <br /> 36 <br /> 4 36 <br />