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WELL/BORING LOG <br /> PROJECT KOK REALITY LOCATION 2405 WEST NAVY DRIVE STOCKTON CA <br /> WELL/BORING NO. MW3 SURFACE ELEVATION N5 FT PROJECT NO. W0596.00 <br /> DATE DRILLED 02/24/82 WELLHEAD ELEVATION NS FT <br /> REVIEWED BY GREG P. STAHL RG No. 5023 LOGGED BY TOM LUTTERMAN <br /> DRILLING COMPANY RESNA INDUSTRIES DRILLER GENE NUNES METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 'IN DEPTH DRILLED 30 FT DEPTH TO WATER : INITIAL 75 <br /> CASING TYPE PVC F480 DIAMETER 2 IN SCHEDULE 40 ET STATIC 13 FT <br /> SCREEN TYPE PVC r4s0DIAMETER 2 IN SLOT SIZE O.olO INTERVAL 0 FT TO a ITT <br /> FILTER PACK TYPE <br /> LONESTAR 92/12 SAND IN INTERVAL B F7 7O 28 FT <br /> SURFACE SEAL TYPE NEAT CEMEINTERVAL 6 FT TO 30 FT <br /> NT OVER BENTONITE INTERVAL 0 FT <br /> NOTES TO a F* <br /> WELL DEPTH PID AMPLE ID U.S.G. <br /> DETAIL fE (PPM) BLOWCOUN LOG SOIL DESCRIPTION <br /> 4 0-0.5' CONCRETE <br /> — — I <br /> 2 MH 0.5-1/5' ELASTIC SILT; <1DR SA—SR, FN, PRLY GRDD SND; >90% FNS; <br /> M DRY STRNGTH; N-SLW DLTNCY; M TGHNSS; L-M PLST; <br /> DUSKY YLLW BRN; STRNC P0; MST; N HCL REACTION: WEAK <br /> 4 \ CEMENTATION; HOMO; PYRITE; MICACEOUS <br /> KOK-03-5.5' \ <br /> T <br /> st 6 54 1 <br /> 14 3/5-11.5/15' ELASTIC SILT; <5% SND; >95% FNS; M DRY STRNGTH; N-SLW <br /> 8 DLTNCY; M TGHNSS; M PLST; V S71FF—HRD: PALE YLLW BRN- <br /> - MH OLIVE CRY; SL—MPO; AT 10; DRY—MST; N HCL REACTION; WEAK <br /> CEMENTATION; HOMO; PYRITE; MICACEOUS <br /> 10 KOK KF� as <br /> 26 16 <br /> 12 30 <br /> 14 — <br /> KOK-WS-IS' <br /> 14 CL <br /> 16 1 is 11.5/15-16.5/20' LEAN CLAY: <5% SND; >95% FNS; H DRY STRNGTH: N-SLW <br /> DLTNCY; M TGHNSS; M-H PLST; V STIFF; OLIVE CRY; SL-M P0; <br /> WET; N HCL REACTION; WEAK CEMENTATION; HOMO; WATER AT <br /> 18 1s• <br /> wa 20 4 8 16.5/20-26' FAT CLAY; <5% SND; >95% FNS: H DRY STRNGTH; N DLTNCY; <br /> 6 M-H TGHNSS; M PLST; STIFF-HRD; M BRN; N-SL PO; <br /> a ORGANICS; WET; N HCL REACTION; WEAK CEMENTATION; HOMO <br /> 22 CH/CL <br /> a. 24 <br /> 15 <br /> 26 3 24 <br /> 29 \' 'S <br /> 26-26.5/30' POORLY GRADED SAND: >95% SA-SR. FN-M, PRLY GRDD SND: <br /> 28 <5% FNS; V DNS; PALE BRN; NPO: WET: N HCL REACTION; <br /> WEAK CEMENTATION; HOMO; PYRITE; MICACEOUS <br /> 30 4 e H/ L 26.5/30-31.5' FAT CLAY; <5% SND; >95% FNS; H DRY STRNGTH; N DLTNCY; <br /> 9 M-H TGHNSS; M PLST: V STIFF; LT OLIVE DRY: N-SL PO: WET: <br /> 32 11 N HCL REACTION; WEAK CEMENTATION; HOMO <br /> 34 O <br /> n <br /> 36 v 'U <br /> GREGORY P. { <br /> 38 STAND <br /> No. 5023 <br /> 40 <br /> �P <br /> 42 0F CAUF��� <br /> PAGE 1 OF <br />