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WELLIBORING LOG <br /> PROJECT KOK REALITY LOCATION 2403 WEST NAVY DRIVE STOCKTON CA PROJECT NO WC526 OO <br /> ' WELL/BORING NO Mw2 SURFACE ELEVATION NS FT FT <br /> REVIEWED BY WELLHEAD ELEVATION NS <br /> DATE DRILLED <br /> 62/27/92 GREG P STAHL RG Na 5023 LOGGED BY TOM LUT7ERMAN <br /> DRILLING COMPANY RESNA INDUSTRIES DRILLER GENE NLINES <br /> METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER8-- JU DEPTH DRILLED 30 FT DEPTH TO WATER INITIAL 15 FT STATIC <br /> CASING TYPE PVC F480 DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO 10 FT <br /> — <br /> SCREEN TYPE PVS__EASO DIAMETER — 2 IN SLOT SIZE _ 0 010 IN INTERVAL — 10 FT TO — 30 FT <br /> FILTER PACK TYPE LONESTAR #2/12 SAND INTERVAL — 8 FT TO <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 FT TO 8 FT <br /> ' NOTES <br /> WELL DEPTH PID SAMPLE ID USG 50[L DESCRIPTION <br /> DETAIL (FT (Plan) BLOwcouNr LOG <br /> 0 0-0 5 CONCRETE <br /> 2 MH 0 5-3/5 ELASTIC SILT, <10% SA-SR FN PRLY GRDD SND >9O7 FNS <br /> ' L DRY STRNG N-SLW DLTNCY M TGHNSS L PLST DUSKY <br /> 3 YLLW BRN NPO ORGANICS ORY-MST N NCL REACTION <br /> 4 WEAK CEMENTATMN HOMO, PYRITE MICACEOUS <br /> KOK-WW2-55 <br /> ' 7 <br /> 6 30 1 <br /> 17 3/5-i 1 5/15 ELASTIC SILT <10% SA-SR FN PRLY GRDD SND >407 FNS <br /> 8L-M DRY STRNGTH SLW DLTNCY M TGHNSS L-M PLST V <br /> MH STIFF DRK YLLW BRN NPO DRY-MST N NCL REACTION <br /> ' — WEAK CEMENTATION HOMO PYRITE <br /> KOK-02-i0 9 <br /> 10 181 77 <br /> 13 <br /> 12 20 <br /> 14 <br /> 3 10E SP <br /> 16 25 11 5/15-16 5/20 POORLY GRADED SAND >90% SA-SR FN-M PRLY GROD <br /> SND <10%. FNS DNS PALE BRN N-SL PO WE- N HCL <br /> 18 REACTION, WEAK CEMENTATION HOMO WATER AT 15 <br /> 16 5/20-21 5/75 FAT CLAY <5% SND 107, GRVL >85o FNS M-H DRY <br /> 20 JCH/CL STRNGTH N DLTNCY, M-H TGHNSS M PLST V STIFF, M BRN <br /> t0N-SL PO MST-WET N HCl REACTION WEAK CEMENTATION <br /> 5HOMO <br /> 22 724 21 5/25-26 5/31 S FAT CLAY <57 SAND >457, FNS M-H DRY STRNGTH N <br /> 3 DLTNCY M-H TGHNSS M-H PLST V STIFF M BRN-DRK <br /> 7 YLLW 8RN NPO MST-WET N HCL REACTION WEAK CEMENT- <br /> 26 1 ATION HOMO <br /> = 0 <br /> CH/CL <br /> 28 <br /> Li <br /> 30 <br /> z 1 <br /> - <br /> 12 <br /> 32 <br /> 34 �_ <br /> 36 11 t L 7 C7 1 f- <br /> t .r l ti L1 <br /> 38 �l, N0 502340 <br /> =r <br /> ;��I�♦ 7. <br />' 42 \ � CAL\__ <br /> PAGE OF <br />