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rDATE �DRILLED: 7-27-94 LOGGED BY: LOIS FRANTZ REVIEWED BY: GREG P. STAHL RG NO.. 5023RILLING COMPANY: SPECTRUM EXPLORATION DRILLER: MIKE YOUNG AND MOKE LAU METHOD: HOLLOW STEM AUGERORE HOLE DIAMETER: 10 INCHES DEPTH ORLLED: 87 FEET DEPTH To WATER: INITIAL 73 FEET STATIC: 72.15 FEET
<br /> CASING TYPE: PVC DIAMETER: 4 INCHES SCHEDULE: 40 INTERVAL: 0 FEET TO 67 FEET
<br /> SCREEN TYPE: PVC DIAMETER: 4 INCHES SLOT SIZE: 0.010-INCH INTERVAL: 67 FEET TO 87 FELT
<br /> FILTER PACK TYPE: 2/12 SILICA SAND INTERVAL: 65 FEET TO 87 FEET
<br /> SURFACE SEAL TYPE: NEAT CEMENT OVER BENTONITE INTERVAL: 0 FEET TO 65 FEET
<br /> COMMENTS: 2' BENTONITE PLACED ABOVE FILTER PACK
<br /> (n uscs
<br /> P.I.D. Sample, o Depth Code Description Well
<br /> Const.
<br /> _3 GRAVEL BASEROCK 2 INCHES).
<br /> (BACKG UND) 2 MH lu
<br /> ELASTIC SILT WITH SAND, 15% FN SND, SA-SR, PRLY GRDD. 85% FNS, L- I v
<br /> STRNGTH, N-S DLTNCY, L-M TGHNSS, M PLST, STIFF-V STIFF, M RD-NPO, DRY-MST, W--STR HCL REACTION, WEAK CEMENTATION, HOMO66 CaCo3 STRIATIONS.2i1 v
<br /> SILTY SAND, 85% FN-M SND, SA-SR, PRLY GRDD, M DNS, 15% FNS, M RD- v v
<br /> $ BRN, NPO, MST, N HCL REACTION, WEAK CEMENTATION, HOMO. 7
<br /> v v
<br /> 17
<br /> 6 10 SM v v
<br /> 8
<br /> 0.1 10 v v
<br /> 12 ELASTIC SILT WITH SAND, 15% FN SND. SA-SR, PRLY GRDD, 85% FNS, L-M DRY v a
<br /> STRNGTH, N-S DLTNCY, L-M TGHNSS, M PLST, V STIFF, GRY-GRN, NPO, 7 v
<br /> 14 DRY-MST, N-W HCL REACTION, WEAK CEMENTATION, HOMO. v v
<br /> V
<br /> 8 v v
<br /> 9
<br /> 0 17 16 MH v v
<br /> 18 7
<br /> v 17 7 v
<br /> v v
<br /> PROORLY GRADED SAND, 95% FN-M, SA-SR, PRLY GRDD, M DNS, 5% FNS, 717
<br /> is 20 M RD-BRN, NPO, MST, N HCL REACTION, WEAK CEMENTATION, HOMO; VERY
<br /> 0 16 MINOR SILT STRINGER IN THE SAND HORIZON. v v
<br /> 22 SP ELASTIC SILT WITH SAND, 15% FN SND, SA-SR, PRLY GRDD, 85% FNS, L-M DRY v o
<br /> STRNGTH, N-S DLTNCY, L-M TGHNSS, M PLST, V STIFF, M DARK YLLW77
<br /> -
<br /> 24 MH BRN, NPO, MST, W NCL REACTION, WEAK CEMENTATION, HOMO. o v
<br /> 7 SILTY SAND, 85% FN-M, SA-SR, PRLY GRDD, M DNS, 15% FNS, M DARK YLLW- v v
<br /> 11 26 M _SAND,
<br /> NPO, MST, w HCL REACTION, WEAK CEMENTATION, HOMO. v
<br /> 0 26 lu
<br /> MH ELASTIC SILT WITH SAND, 10-20% FN SND, SA-SR, PRLY GRDD, 80-90% FNS, ° v
<br /> 28 L-M DRY STRNGTH, S DLTNCY, L-M TGHNSS, L-M PLST, V STIFF, M GRY- v v
<br /> BRN/LT PINK/DK RD-BRN, NPO, DRY-MST, W HCL REACTION, WEAK
<br /> CEMENTATION, HOMO. v v
<br /> 6 30 °
<br /> 0 t 5 32v° v
<br /> ° v
<br /> 36 717 7 lu
<br /> 0 29
<br /> v 17
<br /> 38 17
<br /> 17
<br /> YL
<br /> 22 40 �: _r ,-_: v
<br /> 0 29
<br /> I R __'
<br /> LOG OF WELL MW-2
<br /> s
<br /> A.
<br /> �,�JA►/V/"ft BJJ COMPANY, INC.
<br /> Working to Rnrtor& N aturo
<br /> 2431 EAST MARIPOSA ROAD
<br /> PROJECT: 150066.01 STOCKTON, CALIFORNIA
<br />
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