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LOG OF WELL MW3
<br /> PROJECT -HENDRix Aj 29NS TRUCKING- LOCATION 3730 MUNIFORD AVENUE STOCKTON CA PROJECT NO '50008 01
<br /> DATE DRILLED 04 LOGGED BY TOM LUTTERMAN REVIEWED BY GREG P STAHL RG No 5023
<br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER RAY LIVINGSTON METHOD HOW STEM ASICER -
<br /> BORE HOLE DIAMETER 10 IN DEPTH DRILLED 91 FT DEPTH TO WATER INITIAL 80.0 FT STATIC _21—0 --M
<br />' CASING TYPE PVC F480 DIAMETER - - 4 IN SCHEDULE 40 INTERVAL 0.3 ]FT- TO 70 2 FT_
<br /> SCREEN TYPE PVC F480 DIAMETER 4 IN SLOT SIZE 0 010 IN INTERVAL 702 FT TO 90 2 FT
<br /> FILTER PACK TYPE LONESTAR 42/12 SAND _ INTERVAL - 68.0 FT TO 91 0 FT
<br /> SURFACE SEAL TYPE NEAT CEMENT OVEft aENToNrrEINTERVAL DO FT TO 680
<br />' COMMENTS PfD BACKGROUND READINGS. 0.0 - 2.0 PARTS PER MILLION _ _ _ PAGE--I-OFA
<br /> WELL DEPTH PID SAMPLE ID U S.0 DESCRIPTION
<br /> DETAIL FT (PPM) BLOWCOUNT EOG
<br />'
<br /> 0-0 4' COMPACTED GRAVEL
<br /> 2
<br /> 0.4-6/9.5' LEAN CLAY, <10% FN-M, SA-SR, PRLY GRDD SND, X90% FHS,
<br />' CLM-H DRY STRNGTH N DLTNCY. L-M TGHNSS. L-M PLST, MRD,
<br /> 4 GRN BRN-YLLW BRN N GAS ODOR, DRY-MST, N HCL
<br /> REACTION, WEAK CEMENTATION, HOMO
<br /> 5
<br /> 1.5 35
<br /> 6 40
<br /> 8 6/9 5-1114 5' SILT; <5K FN. PRLY GRDD SND; >95% FNS, N DRY
<br /> STRNGTH. SLW DLTNCY, L TGHNSS, N PLST. V STIFF.
<br /> DRK YLLW ORNG N GAS ODOR. DRY; WEAK HCl
<br />' HST-MWS-1 REACTION, WEAK CEMENTATION; HOMO; CaCO3
<br /> 10 8 ML
<br /> 15 SO
<br /> t5
<br />' 12 11/14 5-15 5' POORLY GRADED SAND WITH CLAY. >85% FN-M, SA-SR. PRLY
<br /> GRDD SND, M DNS. <15% FNS, L DRY STRNGTH. SLW-R
<br /> DLTNCY, L TGHNSS, N-L PLST. M YLLW BRN; N GAS
<br /> ODOR, DRY. N HCL REACTION, WEAK CEMENTATION;
<br /> 14 HOMO
<br /> HST-MWS-7
<br /> 1.5 6 SP-SC
<br /> 10
<br /> 16 t2 15.5-21/24.5' LEAN CLAY, <15% FN-M, PRLY GRDD SND, >85%G FNS; M-H
<br /> DRY STRNGTH; N DLTNCY M TGHNSS STIFF; M YLLW BRN,
<br /> N GAS ODOR. DRY-MST; WEAK-STRNG NCL REACTION, M
<br /> 18 CEMENTATION, MOTTLED, MCA, CcCO3
<br /> CL
<br /> 20 15 5
<br />' 24
<br /> 22 21/24,5-31/345' ELASTIC SILT, <107. FN, PRLY GRDD SND; >90% FNS. M DRY
<br /> STRNGTH. N-SLW DLTNCY, L-M TGHNSS; L-M PLST. STIFF, M
<br />' BRN/M YLLW BRN. N GAS ODOR, DRY-MST, WEAK HCL
<br /> REACTION. WEAK CEMENTATION, HOMO, MCA. CaCO3
<br /> 24
<br /> 1.5 8
<br /> 16
<br />' 26 17
<br /> 28 MH
<br /> 5
<br /> 30
<br /> 15 g
<br /> 13
<br /> 32 /
<br /> / 31/34.5-41/44 5' ELASTIC SILT WITH SAND, 20% FN-CRS, W GRDD SND, 80%
<br /> FNS, L DRY STRNGTH. N-SLW DLTNCY, L TGHNSS. L PLST.
<br /> / HRO, M YLLW BRN, N GAS ODOR; DRY-MST, N HCL REACTION
<br /> 34 WEAK CEMENTATION, HOMO
<br /> 10 5
<br /> 17
<br /> 36 19
<br />'
<br /> MH
<br /> 38
<br />' 15
<br /> 40 9
<br /> f
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