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<br /> JON LOG OF WELL MW2
<br /> iwAWA►`!AWmY 150008 03
<br /> PROJECT _fI+ORIX k SON TRUCKING, INC. LOCATION 3730 MUNIF0R0 AVENUE STOCKTON CA PROJECT N0.
<br />• DATE DRILLED LOGGED BY TOM LUTTERMAN REVIEWED BY GREG P STAHL RG No 5023
<br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER JOEL STAPELTON METHOD
<br /> BORE HOLE DIAMETER 10 !IN DEPTH DRILLED 91 El DEPTH TO WATER INITIAL --sg+o -FT- STATIC ---2§--6--JM
<br /> CASING TYPE PVC FAZO DIAMETER IN SCHEDULE AO INTERVAL 0j jM TO 70 2
<br /> SCREEN TYPE PVC FA80 DIAMETER A IN SLOT SIZE 0 DID IN INTERVAL 70 2 L TO 90�
<br /> FILTER PACK TYPE LONESTAR 42/12 SAND INTERVAL $8, Er TO 910
<br /> Fl-
<br /> SURFACE SEAL TYPE NEAT r.EHENT V N INTERVAL 00 FT TO 68 0 FT-
<br /> COMMENTS
<br /> LCOMMENTS -PID 11ACKGROUND REAQtNGS. PART2 PER MI PAGE r!_OF-.L-
<br /> WELL
<br /> FAWELL DEPTH PID SAMPLE ID U S C DESCRIPTION
<br /> DETAIL FT PPM BLOWCOUNT LOG
<br /> 0-3/45 LEAN CLAY, <57. FN, PRLY GRDD SND, >95% FNS, H DRY
<br /> CL STRNGTH N DLTNCY L-M TGHNSS. M-H PLST, M DRK URN,
<br /> 2 N GAS ODOR DRY. N HCL REACTION, WEAK CEMENTATION,
<br /> HOMO
<br /> 4 / 3/45-6/95- LEAN CLAY. 107 FN—M. SA-SR. PRLY GRDD SND; 90% FNS,
<br /> 1.9 3 H DRY STRNGTH N DLTNCY. L TGHNSS, L-M PLST. HRD;
<br /> 13 M URN, N GAS ODOR, DRY, N NCL REACTION. WEAK
<br /> 6 30 Cl CEMENTATION. HOMO
<br /> 6/9 5-11/14 5' SILT, <57 FN SND; >95% FNS, N DRY STRNGTH; SUN
<br /> S DLTNCY; L TGHNSS; N PLST, HRD, ORNG URN N GAS
<br /> DOOR. DRY, WEAK HCL REACTION. WEAK CEMENTATION.
<br /> HOMO; CCCO3
<br /> MST-MWZ-10
<br /> 10 19 20 ML
<br /> 27
<br /> 11/14 5-16/19 S' POORLY GRADED SAND, >90% FN-M, SA-SR. PRLY GRDD
<br /> T2 SND, M DNS <10% FNS ORNG 8RN/LT URN, N GAS
<br /> ODOR. DRY, N HCL REACTION. WEAK CEMENTATION.
<br /> HOMO
<br /> —14-
<br /> -
<br /> 4 31ST-11W2-IG5.5
<br /> SP
<br /> 1.9
<br /> 16 16/19 3-21/24 5' LEAN CLAY WITH SAND, 15% FN-M, SA. PRLY GRDD SND;
<br /> 83% FNS; H DRY STRNGTH, N DLTNCY, L-M TGHNSS, M
<br /> PLST. V STIFF, RED URN/GRY N GAS DOOR; DRY; WEAK
<br /> 18 HCL REACTION M CEMENTATION. MOTTLED, MCA. C0003
<br /> 24 1 .9 1a CL 21/24 5-25 5' POORLY GRADED SAND, 957 FN-M, SA-SR. PRLY GRDD
<br /> 13 SND, M DNS, 5% FNS. RD URN, N GAS ODOR. DRY. N
<br /> HCL REACTION. WEAK CEMENTATION. HOMO, MCA
<br /> 22
<br /> 24 25 5-26/29.5' ELASTIC SILT, <15% FN, SA-SR, PRLY GRDD SHD, >85%
<br /> 10 FNS. L-M DRY STRNGTH. H-SRW DLTNCY L-M TGHNSS;
<br /> 1 9 12 L PLST, ORNG RED/LT CRY, N GAS ODOR; DRY.
<br /> 19 SP WEAK HCL REACTION. WEAK-M CEMENTATION, MOTTLED.
<br /> 26 MCA, C00O3 PYRITE
<br /> 79. MH
<br /> 26/29 3-31/34 5' POORLY GRADED SAND 957 FN SA-SR PRLY GRDD
<br /> SND, DNS, 5% FNS, ORNG RD URN, N GAS ODOR. DRY,
<br /> 28 N HCL REACTION, WEAK-M CEMENTATION, HOMO. MCA. PYRITE
<br /> 30 9
<br /> 1 5 14 SP
<br /> 21
<br /> -32-
<br /> -34— 31/34 5-40.3' ELASTIC SILT WITH SAND, 15% FN-CRS. WELL GRDD SND. 85--
<br /> e FNS, L-M DRY STRNGTH, N-SLW DLTNCY, L-M TGHNSS, t-M
<br /> 1 5 11 PLST V STIFF, ORNG RED URN WITH LT GRY, N GAS
<br /> 22 ODOR. DRY-MST, N-WEAK HCL REACTION, WEAK-M
<br /> 36— CEMENTATION HOMO, PYRITE
<br /> MH
<br /> 38-
<br /> 91
<br /> 40
<br />
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