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W_EL L/B0RlN-GL-0 G
<br /> PROJECT KOK REALITY LOCATION 2403 WEST 04W-DRIVE. STOCKTON CAPROJECT NO W059600
<br /> WELL/BORING NO MW1 SURFACE ELEVATION NS FT WELLHEAD ELEVATION NS FT
<br /> DATE DRILLED 02/24/92 REVIEWED BY GREG P STAHL RG No 5023 LOGGED BY TOM LUTTERMAN
<br /> DRILLING COMPANY RESNA INDUSTRIES DRILLER GENE NUNES
<br /> METHOD HOLLOW STEM AUGER
<br /> BORE HOLE DIAMETER _- B IN DEPTH DRILLED 30 FT DEPTH TO WATER INITIAL 1fi FT STATIC _ 14 _ FT
<br /> CASING TYPE PVC F480 DIAMETER 2 IN SCHEDULE 40' INTERVAL — --- 0 -- FT- TO 10 El SCREEN TYPE PVC F490 DIAMETER 2 IN SLOT SIZE 0 010 IN INTERVAL ._ 10 FTTO 30 FT_ _
<br /> FILTER PACK TYPE LONESTTR #2/12 SAND
<br /> INTERVAL 8 FT TO 30 FT
<br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL — 0 FT TO — - 8_ FT
<br /> NOTES
<br /> WELL DEPTHPID SAMPLE 10 USG
<br /> DETAIL (FT y (PPM) BLOWCOUNT LOG SOIL DESCRIPTION
<br /> ' Q 0-05, CONCRETE
<br /> 240 05-65/10. ELASTIC SILT, <10% SA-SR FN, PRLY GRDD SND >90% FNS,
<br /> 2 L DRY STRNGTH, N-SLW DLTNCY, M TGHNSS, L-M PLST, V STIFF
<br /> ' DUSKY YLLW BRN, STRNG PO MST, N HCL REACTION, WEAK-M
<br /> 4 MH CEMENTATION, HOMO, PYRITE, MICACEOUS
<br /> 751 Ri)i(-YMrI-SS'
<br /> ' 6 1 6
<br /> 2
<br /> 8 \
<br /> fi 5/10-16 5/20' ELASTIC SILT <10X SA-SR, FN, PRLY GRDD SND, 90% FNS, L
<br /> =
<br /> 1 DRY STRNGTH, N DLTNCY, M TGHNSS, L-M PLST, V STIFF, DRK
<br /> YLLW BRN, M PO MST, N HCL REACTION, WEAK CEMENTATION
<br /> _ fi02 7 HOMO
<br /> 12 Iz
<br /> MH
<br /> 14
<br /> KOK-MWI-15
<br /> s
<br /> 16 246 10
<br /> — 10
<br /> 18
<br /> 16 5/20--21 5/25' FAT CLAY, <5% SA-SR, FN, PRLY GRDD SND, 10% SA-SR, FN
<br /> PRLY GRDD GRYL, >85% FNS, DRY STRNGTH, N DLTNCY M-H
<br /> ' — 2� 31 I H TGHNSS, M PLST, HRD, M BRN, SL PO, WET, N HCL
<br /> 25 GH/CL REACTION, WEAK^M CEMENTATION
<br /> 22
<br /> 24
<br /> ' — 1521 5/25-30 5' FAT CLAY, <5% SND. >95% FNS, H DRY STRNGTH, N DLTNCY,
<br /> 17 M-H TGHNSS, M PLST, HRD M $RN N-SL PO, ORGANICS, MST-
<br /> = 26 18 30 CH/CL WET N HCL REACTION, WEAK CEMENTATION, FE OXIDES
<br /> 28
<br /> 30 4 1 030 5-31 5' POORLY GRADED SAND, >90% SA-SR FN, PRLY GRDD SND,
<br /> ' 17 SP <10% FNS, DNS, DIRK GRN CRY, N-SL P0, WET, N HCL
<br /> 32
<br /> 22 REACTION, WEAK CEMENTATION, HOMO MICACEOUS
<br /> 34rpt{c.REd
<br /> — 36
<br /> ¢ GREGORY P. s1
<br /> 38 STAHL
<br /> No 5023
<br /> 4d
<br /> s
<br /> ' 42
<br /> ' PAGE 1 OF 1
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