|
r
<br /> WELL/BORING LOG
<br /> PROJECT GAUT PROPERTY LOCATION 1607 TURNPIKE ROAD STOCKTON CA PROJECT NO W0599
<br /> WELL/BORING NO MW3 SURFACE ELEVATION NS ET WELLHEAD ELEVATION NS _1
<br /> DATE DRILLED 02/26/92 REVIEWED BY GREG P STAHL RG No 5023 LOGGED BY TOM LUTTERMAH
<br /> DRILLING COMPANY
<br /> RESNA INDUSTRIES DRILLER GENE NUNES METHOD HOLLOW STEM AUGER
<br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 50 FT DEPTH TO WAIER INITIAL FEZ STATIC _ 3FI
<br /> CASING TYPE PVC F480 DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO —_ 30 FT_
<br /> SCREEN TYPE PVC F480 DIAMETER 2 IN SLOT SIZE 0 010 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 INTERVAL 0 - TO 7A FT
<br /> NOTES
<br /> WELL DEPTH PIA SAMPLE 1D if 5 G SOIL DESCRIPTION
<br /> DETAIL (FT} (PPM) BLOWCOUNT LOG
<br /> 0
<br /> 0-0.5. ASPHALT
<br /> 2 05-65/10. SILT, <3% SND, >95% FNS, L DRY STRNGTH- N DLTNCY- L
<br /> ML TGHNSS. N-L PLST; HRD, M YLLW BRN, NPO, DRY, N HCL
<br /> 4
<br /> REACTION, WEAK CEMENTATION, HOMO
<br /> 12
<br /> L 6 e 20
<br /> 40
<br /> 6 5/10-11 5/15' SILT, <5X SND. >95% FNS, N-L DRY STRNGTH, N DLTNCY
<br /> O s 17 ML L TGHNSS, N PLST, HRD, M YLLW BRN, NPO, DRY, Ll-
<br /> 34 STRNG CEMENTATION, HOMO
<br /> 12 50
<br /> 14
<br /> 11 11 5/15-16 5/20' ELASTIC SILT, <5X SND- N-L DRY STRNGTH, N DLTNCY,
<br /> 9 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 /> s 18 \
<br /> 20 1$ 16 5/20-25 5' ELASTIC SILT, <5% SND, N-L DRY STRNGTH, N DLTNCY
<br /> 11 L-M TGHNSS, L-M PLST. HRD. PALE YLLW BRN. SL PO, DRY-
<br /> 22
<br /> 22 25 MH/ML MST, N HCL REACTION, WEAK CEMENTATION. HOMO
<br /> 4
<br /> 6 SB - 3 s 25 5-26 5/30' WELL GRADED SAND, >95% SA-SR, FN-CRS, W GRDD SND,
<br /> [5X FNS, V DNS, LT GRY OLIVE SL-M PO. DRY--MST, N NGL
<br /> + 40 SW REACTION WEAK CEMENTATION, HOMO
<br /> rI'l O-1nr 2]O.S
<br /> 41 27
<br /> 37
<br /> 26 5/30-41 5/45' LEAN CLAY. <57. SND >95% FNS, M DRY STRNGTH SLW
<br /> DLTNCY, M TGHNSS, L-M PLST, HRD. LT OLIVE GRY, H-SL PO
<br /> CL
<br /> TO DRY, N NCL REACTION WEAK CEMENTATION HOMO
<br /> T41 1
<br /> t6
<br /> 11
<br /> 4
<br /> 13 41 5/45-51 5' FAT CLAY WITH SAND, <15% SA-SA. FN, PRLY GROD 5ND
<br /> >85% FNS. N DRY STRNGTH N DLTNCY H TGHNSS M-H
<br /> PLST, HRD, M DRK GAY, SL PO. WET, N NCL REACTION. WEAK
<br /> CH CEMENTATION HOMO
<br /> � � PAGE _I_ OF 2
<br />
|