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GROLM ZERO ANALYSIS LOG OF BORING SB29/VAPOR WELLS VW1 & VW2
<br /> LOCATION 1WAY,
<br /> A 5I4StlL M PROJECT NO –
<br /> DATEJE DRILLED 13IQZRVAA–ROEK _ _ LOGGED BY LON fRAllTr ,, ,,,...,,.,._ REVIEWED BY GREG P. KUL ,,,Rfi HQ_
<br /> DRILLING COMPANY 6PEMUM_EXPLORATION DRILLER WUG SHEARER NORTON METHOD HOLLOW STEM WER
<br /> ' BVOREE HOLE DIAMETER 12 IN DEPTH DRILLED GO FT DEPTH .SI
<br /> ^TO WATER INITIAL _ A FT STATIC FT
<br /> mu m
<br /> CASING TYPE PVC F450 DIAMETER 4 IN SCHEDULE 40 INTERVAL 0 FT TO s0 — l
<br /> SCREEN TYPE PVC EM DIAMETER _ ..4._ IN SLOT SIZE 0.1n IN INTERVAL - -- 50 FT TO 60 FT
<br /> FILTER PACK TYPE PFA 99AVEL-- INTERVAL 49 FT TO 50 FT
<br /> SURFACE SEAL TYPE NEAT CEMENT OVER BEN.TONUE .._.,._,—. INTERVAL 9 FT TO 49 FT
<br /> TAM V
<br /> ' CASING M% F480 DIAMETER 2 IN SCHEDULE 40 _ INTERVAL 0 FT TO __ 35 FT
<br /> SCREEN TYPE __PYr BAD DIAMETER 2 IN SLOT SIZE - n_10 IN INTERVAL 35 El TO 43 F7
<br /> ' FILTER PACK TYPE pFA_ORAVEL INTERVAL -------33 FT TO 45, 17
<br /> SURFACE SEAL TYPE INTERVAL --0 FT TO 33 FT
<br /> COMMENTS muAL COYPLETIOM yAM Eagumm_wni PAGE f OFA
<br /> WELL DEPTH P" u s C DESCRIPTION
<br /> DETAIL FT PPM 9LOWCOUNT LOG
<br /> z
<br /> '
<br /> 0-165/20, ELASTIC SiLT/LEAN CLAY, 5% FN, 5A–SR. PRLY GROp SND, 95%
<br /> F F1iS, M–N TTOO L–N DRY STRNOTH, SLW DLTNCY, M–H TO L–N
<br /> 4 TOHNSS, M–H PLST; $TIFF–V STIFF, BLK PRN TO LT YLLW BRN,
<br /> 5929-5 5' N SL PO, DRY TO CRY–MST. WEAK TO STRNC CEMENTATION,
<br /> 31 HOMO, CaCO3 STRIATIONS
<br /> 5
<br /> 6 12 f
<br /> 8 I
<br /> ' MH/CL
<br /> —10— S029-1051
<br /> 10 6
<br /> 12
<br /> 20
<br /> 12-
<br /> -14-
<br /> 35
<br /> 35 1 5 5
<br /> 18
<br /> 15
<br /> 18 16.5/20-25.3 ELASTIC SILT. 5% FN. SA–SR. PRLY GRDD SND; 93X FNS. L–M
<br /> DRY STRNGTH, SLW DLTNCV, M–H TQHNSS. M–H PLAT, M STIFF TO
<br /> V STIFF, M YLLW TO ORR BRM, N TO M–STRNG PO, DRY–MST,
<br /> STRNG CEMENTATKk1, HOMO
<br /> 20 SB28 5
<br /> 12 D 4
<br /> 20
<br /> � MH
<br /> 24
<br /> SB29-25 5'
<br /> 900 5 25 3-26 3' POORLY ORADED SAND, 95X FN–M, SA–SR, PRLY ORDD SND. M
<br /> C 28 10 SP DNS: 5% FNS, GRN BRN; M–STRNG PO; MST; WEAK CEMENTATION.
<br /> 10 HOMO
<br /> 28
<br /> 25 3-46.5/50' ELASTIC SILT, 5% FN, SA–SR, PRLY GRDD SND= 95% FNS, L–M
<br /> DRY STRNGTH, SLW--N SLW DLTNCY. L–M TGHNSS; M–H PLST, V
<br /> ' SB29-30 5' STIES TO V STIFF–HRD, M YLLW BRN TO GRN BRN, SL–M TO
<br /> 30 STRNG PO, DRY–MST, M TO WEAK CEMENTATION, HOMO, CaCO3
<br /> 23 1 a STRIATIONS
<br /> 10
<br /> 32—
<br /> :-34 MH
<br /> 19 4
<br /> 36 5
<br /> e
<br /> I
<br /> 38
<br /> I
<br /> 44
<br />
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