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�'��"'� WELL/BORING LOG <br /> PROJECT KOK REALITY LOCATION 2403 WEST NAVY DRIVE. STOCKTON CA PROJECT NO WOS96 00 <br /> WELL/BORING NO MW3 SURFACE ELEVATION - NS FT WELLHEAD ELEVATION <br /> NS El <br /> DATE DRILLED 02/24/92 REVIEWED BY GREG P STAHL RG No 5023 <br /> DRILLING COMPANY RESNA INDUSTRIES LOGGED BY TDA! LUTTERA <br /> DRILLER GENE kUNE5 METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 6 IN DEPTH DRILLED 30 FT DEPTH TO WATER INITIAL 15 FT STATIC 13 FT <br /> ' CASING TYPE PVC F480 DIAMETER IN SCHEDULE 44 INTERVAL 0_ FT TO e FT <br /> SCREEN TYPE PVC FARO__ DIAMETER — 2 IN SLOT SIZE 0 010 IN INTERVAL — s FT TO 28 FT <br /> FILTER PACK TYPE LONESTAR #2/12 SAND <br /> INTERVAL 6 FT TO Za El <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE <br /> FT <br /> 0 FT TO -. $ <br /> NOTES <br /> WELL DEPTH PID SAMPLE TD U S G SOIL DESCRIPTION <br /> DETAIL (FT) (PPM) BLOWCOUNT LOG <br /> ' 0 0-05 CONCRETE <br /> 1 <br /> 2 4H 0 5-3/5' ELASTIC SILT, <107. SA-SR, FN, PRLY CRDD SND, >90% FNS. <br /> M DRY STRNGTH N-SLW DLTNCY. M TGHNSS L-M PLST, <br /> DUSKY YLLW BRN STRNG PO MST N HCL REACTION WEAK <br /> 4 CEMENTATION. HOMO. PYRITE, MICACEOUS <br /> zoK-Inr3-ss- � <br /> 7 <br /> 6 54 ;4 <br /> 3/5-11 5/15' ELASTIC SILT. <57. SND, >95% FMS. M DRY STRNGTH. N-SLW <br /> DLTNCY, M TGHNSS, M PLST V STIFF-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 <br /> [01C-YN3-�O S <br /> 126 16 <br /> 12 30 <br /> 14 <br /> _ 1I0K-03-15 <br /> _ 14 CL <br /> — <br /> 16 1 14 W-1411 5/15-16 5/20 LEAN CLAY. <5% SND >95% FHS, H DRY STRNGTH N-SLW <br /> DLTNCY, M TGHNSS, M- PLST, V STIFF, OLIVE CRY. SL-M P0, <br /> WET N HCL REACTION, WEAK CEMENTATION, HOMO, WATER AT <br /> 18 15' <br /> = 20 4 6 16 5/20-26' FAT CLAY, <5X SND, >95X FNS. H DRY STRNGTH N DLTHCY <br /> 6 M-H TGHNSS, M PLST. STIFF-HRD, M BRN, N-SL PO. <br /> 22 8 ORGANICS WET, N HCL REACTION; WEAK CEMENTATION HOMO <br /> CH/CL <br /> = 24 <br /> 15 <br /> 25 3 24 <br /> ' 25 SP 26-26 5/30' POORLY GRADED SAND >95X SA-SR FN-M PRLY CRDD SND <br /> 28 <5% FNS. V DNS PALE BRN. MPO. WET, N HCL REACTION <br /> WEAK CEMENTATION. HOMO. PYRITE, MICACEOUS <br /> ' 30 4 6 CH/CL 26 5/30-31 5' FAT CLAY, <5X SND. >95X FNS, H DRY STRNGTH, N DLTNCY, <br /> 9 M-H TGHNSS, M PLST. V STIFF, LT OLIVE CRY. N-SL PO. WET <br /> 32 11 N HCL REACTION. WEAK CEMENTATION. HOMO <br /> ' 34 �RED G�O�D <br /> 36 <br /> GREGORY P. <br /> 38 STAHLr <br /> i` No. 5023 <br /> 40 <br /> \Q' <br /> 42 ql OF CAL1F��� <br />' PAGE 1 OF 1 <br />