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AWALMAM <br /> WELL/BORING LOG <br /> PROJECT GAUT PROPERTY 1607 TURNPIKE ROAD STOCKTON CA W0599 <br /> LOCATION PROJECT NO. <br /> wELL/BORING NO MW1 SURFACE ELEVATION NS FT WELLHEAD ELEVATION _ NS FL <br /> DATE DRILLED 02/25/92 REVIEWED BY GREG P STAHL RG No $023 LOGGED BY TOM LUTTERMAN <br /> DRILLING COMPANY RESNA INDUSTRIES DRILLER GENE NUNES METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER t3 IN DEPTH DRILLED 60 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 PyC F480 DIAMETER 2 IN SLOT SIZE 0 oto IN INTERVAL 29 F7 TO 49 FT <br /> FILTER PACK TYPE LO_ NEST�2 12 AND NATURAL SAND PACK INTERVAL 27 FT TO 60 FT <br /> SURFACE SEAL TYPE NEAT CEMENT/BENTONITE INTERVAL 0 EL TO - 27 FT <br /> NOTES <br /> WELL DEPTH PID SAMPLE ID U S G <br /> DETAIL (FT) (PPM) BLOWCOU LOC SOIL DESCRIPTIO!! <br /> 0 0-0.5' ASPHALT <br /> 2 05-11 5/15 SILT, <5% SND; >95% 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 /> 5 06 14 ML <br /> 20 <br /> {I 8 <br /> I <br /> 10 16 <br /> _ zz <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 /> YLLW BRN NPO. DRY-MST, N NCL REACTION. WEAK CEMENT- <br /> 16 06 13 ATION, HOMO, INCREASING SAND AT 20 FEET <br /> i <br /> 18 MH/ML <br /> 20 06 to <br /> 17 <br /> 22 22 <br /> 24 21 5/25-26 S/30' POORLY GRADED SAND WITH SILT. >85% SA-SR FN. PRLY GRDD <br /> 10 SND <15% FNS, DNS LT GRY OLIVE. STRNG PO. MST N HCL <br /> 26 229 16 SP-SM REACTION. WEAK CEMENTATION, HOMO. MICACEOUS <br /> 24 <br /> 28 <br /> �0 33d Gp-ww113w SW 26 5/30-30 5' WELL GRADED SAND, >95% SA-SR, FN-CRS W GRDD SND <5% <br /> 15 FNS DNS, STRNG PO. MST, N HCL REACTION, WEAK CEMENT- <br /> 15 ATION, HOMO. MICACEOUS <br /> _ 32 <br /> 30 5-41 5/45' LEAN CLAY. 5-10% SNO 90-957 FNS. V STIFF. M-H DRY <br /> 4 STRNGTH, N-SLW DLTNCY, M TGHNSS, M-H PLST, LT GAT OLIVE- <br /> 3 <br /> 100 Ga-MtW1-353 M ORK CRY SL-STRNG PO MST N HCL REACTION, WEAK <br /> 7 CEMENTATION. HOMO <br /> 36 9 CL <br /> 11 <br /> 38 <br /> 40120 10 <br /> 16 41S/45-46 5/50' FAT CLAY <15R SA-SR FN PRLY GROG SNO. >BSS FNS V H <br /> 18 DRY STRNGTH. N OLTNCY H TGHNSS, M--H PLST HRO M ORK <br /> 42 GRY, SL-M P0, MST. N HCL REACTION, WEAK CEMENTATION <br /> HOMO <br /> CH <br /> PAGE 1 OF 2 <br />