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"�""�� WELL/BORING LOG
<br /> PROJECT GAUT PROPERTY LOCATION 1607 TURNPIKE ROAD STOCKTON CA PROJECT NO W0599
<br /> WELL/BORING NO MW3 SURFACE ELEVATION NS FT WELLHEAD ELEVATION NS FT
<br /> DATE DRILLED 02/26/92 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 — 8 IN DEPTH DRILLED 50 FT DEPTH TO WATER INITIAL 40 FT STATIC 36 FT
<br /> CASING TYPE PVC F480 DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO 30 FIE
<br /> SCREEN TYPE PVC F480 DIAMETER — 2 IN SLOT SIZE 0 TO IN INTERVAL 30� FT TO — 50 FT
<br /> FILTER PACK TYPE LONESTAR #2/12 SAND INTERVAL _.. 28 FT TO 50 FT
<br /> ' SURFACE SEAL TYPE NEAT CEMENT/BENTONITE
<br /> INTERVAL 0 EIL TO ..24 FT
<br /> NOTES
<br /> WELL DEPTH PID SAMPLE ID USG SOIL DESCRIPTION
<br /> DETAIL (FT) (PPM) BLOWCOU LOG
<br /> 0
<br /> 0-05, ASPHALT
<br /> ' 2 0 5-5 5/10' SILT, <5% SND >95% FNS, L DRY STRNGTH N DLTNCY, L
<br /> TGNNSS. N-L PLST, HRD- M YLLW URN, NPO, DRY, N NCL
<br /> 4 ML REACTION, WEAK CEMENTATION, HOMO
<br /> ' 12
<br /> 1 20
<br /> _k
<br /> 40
<br /> ' 8
<br /> 6 5/10-11 5/15' SILT, <5X SND >95% FNS, N-L DRY STRNGTH, N DLTNCY,
<br /> 10 a 17 ML L TGHNSS, N PLST, HRO, M YLLW URN, NPO, DRY, M-
<br /> 34 STRNG CEMENTATION, HOMO
<br /> 12 So
<br /> 14
<br /> 1 11 11 5/15-16 5/20 ELASTIC SILT <5R SND N-L DRY STRNGTH N OLTNCY.
<br /> MH/ML L TGHNSS, V STIFF, M PLST, M YLLW BRN, ORGANICS, DRY-
<br /> 16 1 MST, N HCL REACTION, WEAK CEMENTATION, HOMO
<br /> 11
<br /> 18
<br /> 20 18 165/20-255 ELASTIC SILT <5% SND, N-L DRY STRNGTH, N DLTNCY
<br /> 11 L-M TGHNSS, L-M PLST, HRD, PALE YLLW URN SL PO DRY-
<br /> 20 MST, N HCL REACTION, WEAK CEMENTATION, HOMO
<br /> 22 25 MH/ML
<br /> 24
<br /> 56 CP-Ww3325.Y 25 5-26 5/30' WELL GRADED SAND, >95X SA-SR. FN-CRS, W GROD SND,
<br /> '
<br /> 26 <5% FNS, V DNS LT CRY OLIVE SL-M PO DRY-MST N HCL
<br /> s0 SW REACTION, WEAK CEMENTATION NOM0
<br /> 28
<br /> 30 GP-WII1323o.5
<br /> 41 27
<br /> 32 37
<br /> 26 5/30-41 5/45' LEAN CLAY <57 SND >95% FNS M DRY STRNGTH, SLW
<br /> 34 DLTNCY, M TGHNSS, L-M PLST, HRD, LT OLIVE CRY, N-SL PO,
<br /> CL DRY N HCL REACTION WEAK CEMENTATION, HOMO
<br /> 1a
<br /> 36 141 1
<br /> 16
<br /> 38
<br /> 40
<br /> 224 9
<br /> 42 13 41 5/45-51 5' FAT CLAY WITH SAND, <157: SA-SR, FN, PRLY GRDD SNO
<br /> =IL >85% FNS. H DRY STRNGTH N OLTNCY H TGHNSS M-H
<br /> PLST, HRD, M DIRK CRY, SL P0, WET. N HCL REACTION. WEAK
<br /> '
<br /> �CN� F CEMENTATION HOMO
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