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"�`�'� WELLIBOR�NG LOG <br /> PROJECT GAUT PROPERTY LOCATION 1607 TURNPIKE ROAD STOCKTON CA PROJECT NO W0599 <br /> WELL/BORING NO MW1 SURFACE ELEVATION NS FT WELLHEAD ELEVATION NS F7 <br /> DATE DRILLED 02/25/92 REVIEWED 8Y 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 a IN DEPTH DRILLED so FT DEPTH TO WATER INITIAL 45 FT STATIC 36 FT <br /> CASING TYPE PVC F480 DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO 29 FT <br /> SCREEN TYPE PVC F480 DIAMETER .. 2 IN SLOT SITE 0 070 IN <br /> INTERVAL 29 FT TO 49 F7 <br /> t FILTER PACK TYPE LONESTAR #2/12 AND NATURAL SAND PACK INTERVAL 27 FT TO 60 FT <br /> SURFACE SEAL TYPE NEAT CEMENT/BENTONFTE INTERVAL O FT TO 27 FT <br /> NOTES <br /> WELL DEPTH PID 5AUPLE 10 USG 50[L DESCRIPTION <br /> DETAIL (FT) (PPI ) BLOWCOU LOG <br /> 0 0-0 5• ASPHALT <br /> 2 <br /> 05-115/15 [ r <br /> SILT., <5% SND, >95.L FNS, L DRY STRNGTH, SLW DLTNCY, L <br /> TGHNSS. N-L PLST HRD M YLLW BRN. NPO DRY-MST, N <br /> ' 4 HCL REACTION, WEAK CEMENTATION, HOMO <br /> 7 <br /> 6 06 14 ML <br /> 20 <br /> 10 ,s <br /> 22 <br /> 12 06 22 <br /> 14 11 5/15-21 5/25 ELASTIC SILT, 5-10% SND 90-95% FNS, L-M DRY STRNGTH <br /> 10 SLW DLTNCY L TGHNSS, L PLST, V STIFF M YLLW BRN-P <br /> 16 06 10 YLLW BRN NPO DRY-MST. N HCL REACTION WEAK CEMENT- <br /> 13 ATION, HOMO, INCREASING SAND AT 20 FEET <br /> 18 <br /> ' MH/ML <br /> 20 06 10 <br /> 17 <br /> 22 22 <br /> 24 <br /> 215/25-26 5/30 POORLY GRADED SAND WITH SILT, >859. SA-SR FN PRLY GRDD <br /> ' 10 SND <15% FNS DNS LT CRY OLIVE STRNG PO MST N HCL <br /> 26 229 16 SP-SM REACTION WEAK CEMENTATION, HOMO, MICACEOUS <br /> 24 <br /> 28 <br /> 30 330 - 15 \5w26 5/30-30 5' WELL GRADED SAND, >95% SA-SR. FN-CRS W GRDD SND <57. <br /> 15 FNS DNS STRNG PO, MST N HCL REACTION, WEAK CEMENT- <br /> - 17 ATION, HOMO. MICACEOUS <br /> 32 <br /> ' 30 5-41 5/45' LEAN CLAY, 5-10% SND 90-957. FNS, V STIFF, M-H DRY <br /> 34 STRNGTH, N-SLW DLTNCY, M TGHNSS, M-H PLST, LT GRY OUVE- <br /> 1b0 CP-YNE-i55 M DRK GRY SL-STRNG PO MST N HCL REACTION WEAK <br /> 7 CEMENTATION, HOMO <br /> 36 19 CL <br /> 38 <br /> 40 120 16 41 5/45-46 5/50' FAT CLAY <15% SA-SR FN PRLY GRDD SNO >85% FNS V H <br /> DRY STRNGTH N DLTNCY H TGHNSS M-H PLST HRD M DRK <br /> 42 18 GRY SL-W P0, MST, N HCL REACTION, WEAK CEMENTATION <br /> HOMO <br /> PAGE 1 OF 2 <br />