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HOPELAND-17 WELL COMPLETION REPORT
2
TABLE OF CONTENTSTABLE OF CONTENTS........................................................................................................2
LIST OF FIGURES................................................................................................................3
LIST OF APPENDICES.........................................................................................................3
1 WELL DATA CARD........................................................................................................4
2 LOCATION MAPS..........................................................................................................5
3 DRILLING/ENGINEERING DATA..................................................................................63.1 DRILLING AND COMPLETION SUMMARY.................................................................................63.2 HOLE SIZE...................................................................................................................................73.3 CASING........................................................................................................................................73.4 INSTALLATION DETAILS.............................................................................................................83.5 CEMENT PLUG DETAILS............................................................................................................83.6 FLOW TESTS (FRT).....................................................................................................................83.7 WELL DESIGN DIAGRAM..........................................................................................................10
4 LOGGING AND TESTING............................................................................................114.1 CORED INTERVALS..................................................................................................................114.2 WIRELINE LOGS........................................................................................................................11
5 GEOLOGY....................................................................................................................125.1 REASONS FOR DRILLING........................................................................................................125.2 LITHOSTRATIGRAPHIC UNITS.................................................................................................125.3 GEOLOGICAL SUMMARY.........................................................................................................145.4 REGIONAL GEOLOGY...............................................................................................................15
5.4.1 Regional Surat Basin...........................................................................................................155.4.2 Eastern Surat Walloons Measures......................................................................................16
6 REFERENCES..............................................................................................................19
HOPELAND-17 WELL COMPLETION REPORT
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LIST OF FIGURESFigure 1: Map showing location of Hopeland-17.........................................................................................5Figure 2: Hopeland-17 Well Design Diagram............................................................................................10Figure 3: Structural Elements of the Surat Basin......................................................................................16Figure 4: Stratigraphy of the Surat Basin and Walloon Coal Measures....................................................18
LIST OF APPENDICESAPPENDIX 1. ROP LOG..................................................................................................20
APPENDIX 2. WELLSITE DAILY REPORTS...................................................................22
APPENDIX 3. DRILLERS DAILY REPORTS...................................................................23
APPENDIX 4. LOG OF LITHOLOGY...............................................................................24
APPENDIX 5. WIRELINE LOGS (IMAGE).......................................................................25
APPENDIX 6. WIRELINE LOGS (LAS)...........................................................................26
APPENDIX 7. UNREQUIRED DATA................................................................................27
APPENDIX 8. FLOW TEST (FRT) REPORTING.............................................................30
HOPELAND-17 WELL COMPLETION REPORT
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1 WELL DATA CARD
Well Name and Number Hopeland-17
Petroleum Tenure ATP676
Location
Latitude 26° 58' 23.55'' S
Longitude 150° 36' 42.54'' E
Easting 262959.127
Northing 7014290.672
Zone 56
Datum GDA94
Nearest Town Kogan (16.6km SE)
Nearest Wells Hopeland-16 (40m S); Owen-3 (1.7km S)
ElevationGL (mAHD) 314.88
KB (m)TD
(m measured depth) 1223.16
Well Type Water
Status Suspended
Spud Date 8-Feb-2013
TD Date 22-Feb-2013
Rig Release Date 14-Mar-2013
Drilling Contractor Johnson Drilling
Rig Number & Type Johnsons08 - WEI D50
Operator Arrow Energy Pty Ltd
Postal Address of Well Operator Level 39, 111 Eagle Street, Brisbane QLD. 4000
*All depths measured from Ground Level
HOPELAND-17 WELL COMPLETION REPORT
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2 LOCATION MAPSFigure 1: Map showing location of Hopeland-17.
HOPELAND-17 WELL COMPLETION REPORT
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3 DRILLING/ENGINEERING DATA
3.1 DRILLING AND COMPLETION SUMMARY
Hopeland-17 was drilled by Arrow Energy throughout February and early March 2013, reaching a total
depth of 1223.16m.
It spudded on the 8th of February 2013, where a 17” Auger bit drilled the initial 6m of the well, and 14”
conductor casing was then run in hole from 0.00m to 6.00m and was cemented in place. A 12¼ ” PDC
bit chipped from 6.00m to 197.92m on the 9th of February 2013, and 9 5/8” surface casing was run in
hole from 0.00m to 194.34m. A vibrating wire piezometer (VWP) gauge was attached to the surface
casing at a depth of 161m within a porous sandstone, and the casing was cemented in place on 10
February 2013. The BOP was nippled up and the surface section was pressure tested on the 11 th of
February 2013.
The production section was chipped between 197.92m and 1073.57m using an 8 ½” PDC bit from the
12th to the 15th of February 2013. Coring of the production section from 1073.57m to 1137.50m occurred
between 17th to 19th February 2013. An 8 ½” Tri Cone Roller bit was used to drill the production section
from 1137.50m to 1144.07m on the 20th of February 2013, and finally an 8 ½“ PDC bit chipped the
production section 1144.07m to 1223.16m (total depth) concluding on the 22nd of February 2013.
Wireline logging of the production section occurred on 23rd February 2013. Well testing (flow rate testing)
and groundwater sampling was undertaken between 25th to 28th February. Results from the flow rate
testing are inconclusive (see appendix 8), and groundwater quality results are indicative of drill fluid in
the sample.
Wet weather was endured on the 1st of March 2013 which ceased all operations until the 8th of March
2013.
The production section of the hole was plugged back with cement from 1223.16m to 833.20m between
11th to 12th March, and 7” production liner was run hole and cemented in place between 11 th and 13th
March.
The BOP was nippled down and the rig release on the 14th of March 2013.
HOPELAND-17 WELL COMPLETION REPORT
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3.2 HOLE SIZE
Interval (from/to) (m) Hole Size (inches) Bit Type Fluid Fluid Additives
0.00 - 6.00 17" Auger Air Biocide T, Xanbore
6.00 - 197.92 12 1/4" PDC Water Biocide T, Xanbore
197.92 – 1073.57 8 1/2" PDC Mud Biocide T, Soda Ash, Xanbore
1073.57 – 1137.50 8 1/2" PDC Mud Biocide T, Soda Ash, Xanbore
1137.50 - 1144.07 8 1/2" Tri Cone Roller Mud
Aus-Dex, Biocide T, Potassium
Sulphate, Soda Ash, Xanbore
1144.07 - 1223.16 8 1/2" PDC Mud
Aus-Dex, Biocide T, Potassium
Sulphate, SodaAsh, Xanbore
*All depths measured from Ground Level
3.3 CASING
Casing Phase Interval (from/to) (m) OD (inches) API Grade Thread Weight
(lb/ft)
Conductor 0.00 - 6.00 14" API 5LB C350 37.03
Surface 0.00 - 194.34 9 5/8" API 5CT K55 36
Production -0.97 - 650.47 7" API 5CT K55 BTC 15.46
Production 650.47 - 827.89 7" API 5CT K55 BTC 15.46
*All depths measured from Ground Level
HOPELAND-17 WELL COMPLETION REPORT
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3.4 INSTALLATION DETAILS
Casing Phase Interval (from/to) (m) Comments
Conductor 0.00 - 6.00
Surface 0.00 - 197.92 Annulus returns to surface, 2* Boral trucks
Production 0.00 - 827.88Annulus returns to surface,Halliburton performed the
cement job*All depths measured from Ground Level
3.5 CEMENT PLUG DETAILS
Interval (from/to) (m) Type Slurry Volume (Barrels) Slurry Weight (ppg)
835.00 - 963.00 GP Builders Cement 38.88 13.49
963.00 - 1093.00 GP Builders Cement 38.88 13.49
1093.00 - 1223.00 GP Builders Cement 38.88 13.49
*All depths measured from Ground Level
3.6 FLOW TESTS (FRT)
Interval from (m)
Geological Formation
Interval to (m)
Time (mins)
Water Rate (L/min)
Gas Rate (m3/hour)
Comments
1117
Precipice Sandstone
1123 1205 0.57 N/A Average resistivity 1.01 Ωm, 687.26Lpumped
1117 1123 1365 0.51 N/A Average resistivity 0.87 Ωm, 690.1Lpumped
659.5 Hutton Sandstone
665.5 1125 0.52 N/A Average resistivity 1.47 Ωm, 690.1Lpumped
See Appendix 9 for further details of FRT test.
HOPELAND-17 WELL COMPLETION REPORT
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HOPELAND-17 WELL COMPLETION
Conduct
1
-2500
20406080
100120140160180200220240260280300320340360380400420440460480500520540560580600620640660680700720740760780800820840860880900920940960980
1000102010401060108011001120114011601180120012201240126012801300
-150 R-a5d0ius (m5m0)150 250
3.7 WELL DESIGN DIAGRAM
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Figure 2: Hopeland-17 Well Design Diagram
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4 LOGGING AND TESTING
4.1 CORED INTERVALS
Interval From (m) Interval To (m) Cut Length (m) Recovered Length (m)
1074.00 1137.50 63.5 62.55
*All depths measured from Ground Level
4.2 WIRELINE LOGS
Suite Run Log Curves Interval (from/to) m
SuperCombo 1 MAI,MBN,MCG,MDN,MFE,MPD 0.00 - 198.00
SuperCombo 2 MAI,MCG,MDN,MFE,MPD 0.00 - 1218.10
SpecialLogs 3 CMI,CXD,MCG 194.20 - 1218.10
*All depths measured from Ground Level.
HOPELAND-17 WELL COMPLETION
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5 GEOLOGY
5.1 REASONS FOR DRILLING
1. To comply with the requirements of EA permit PEN100052007;
2. Assess hydrostatic pressure in aquifers overlying, within, and below the Walloon Subgroup;
3. Obtain groundwater samples from the Hutton Sandstone aquifer, and geologic data from
potential deeper target injection zones (Precipice Sandstone and Basement);
4. Meet Arrow’s Water Act 2000 obligations;
5. Inform the Water Concept Solution (water injection) being developed for the LNG Project;
6. Obtain hydraulic properties to inform Arrow’s Surat Basin Groundwater Model, and
7. Obtain geological data to inform Arrow’s Surat Basin Geological Model, particularly for deep
formations.
5.2 LITHOSTRATIGRAPHIC UNITS
FormationActual Top
MD(m)
Actual Top ASL(m)
Thickness (m) Net Coal (m)
Westbourne Formation 5 309.88 170.31
Springbok Sandstone 175.31 139.57 46.58
Juandah Coal Measures 221.89 92.99 209.55
Tangalooma Sandstone 431.44 -116.56 4.58
Taroom Coal Measures 436.02 -121.14 144.65
Eurombah Formation 580.67 -265.79 74.42
Hutton Sandstone 655.09 -340.21 188.82
Evergreen Formation 843.913 -529.033 198.6
Precipice Sandstone 1042.516 -727.636 84.3
Basement 1126.818 -811.938 52.55
*All depths measured from Ground Level
HOPELAND-17 WELL COMPLETION
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Coal Seam PackagesActual Top
MD(m)
Actual Top ASL(m)
Thickness (m) Net Coal (m)
Kogan 221.89 92.99 18.34
Macalister 240.23 74.65 59.29
Wambo 299.52 15.36 78.66
Argyle 378.18 -63.3 53.26
Upper Taroom 436.02 -121.14 86.43
Condamine 522.45 -207.57 58.22
*All depths measured from Ground Level
HOPELAND-17 WELL COMPLETION
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5.3 GEOLOGICAL SUMMARY
Hopeland-17 was spudded on the 8th of February 2013 into weathered Alluvium to a depth of 6m.
Weathered sandstone, siltstone, and mudstone of the Westbourne formation were encountered
between 6.00m and 175.31m, and were underlain by the Springbok Sandstone consisting of
interbedded fine grained sandstone, siltstone, and carbonaceous mud to a depth of 221.89m.
The Juandah Coal Measures (Kogan, Macalister, and Wambo seams) were intersected from 221.89m
to 431.44m, and were underlain by the Tangalooma Sandstone to a depth of 436.02m.
The Taroom Coal Measures (upper Taroom and Condamine seams) were then intersected between
431.44m and 580.67m.
The Eurombah Formation, the lower bounding layer of the Walloon Coal Measures was encountered
between 580.67m and 655.09m.
The Hutton Sandstone, the primary target of the well, was intersected from 655.09m to 843.913m. The
Hutton Sandstone consisted of fine to medium grained sandstone and siltstone and was underlain by
the Evergreen Formation from 843.913m to 1042.516m.
The Precipice Sandstone, the secondary target of the well was intersected between 1042.52m and
1126.818m, and consisted of medium grained, porous sandstone with occasional grading to coarse
grained sandstone. Basement material consisting of fine grained siltstone was encountered below the
Precipice from 1126.818m to 1223.16m (total depth).
See Appendix 4 for full detail of the Lithological description.
HOPELAND-17 WELL COMPLETION
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5.4 REGIONAL GEOLOGY
5.4.1 Regional Surat Basin
The Surat Basin is a large intracratonic basin of Mesozoic age covering approximately 300,000km2 of
southeastern Queensland and northern New South Wales (Figure 3). The basin forms part of the larger
Great Australian Basin (Green at al, 1997), interfingering westward across the Nebine Ridge with the
Eromanga Basin and eastward across the Kumbarilla Ridge with the Clarence-Moreton Basin (Exon,
1976). Basin Blocks consisting of the Central West Fold Belt and the New England Fold Belt limit the
basin to the south, while in the north the basin unconformably overlies Triassic and Permian sediments of
the Bowen Basin.
The Surat Basin contains up to 2,500m of sedimentary rocks deposited during the later Triassic to Early
Cretaceous periods (Figure 3). The succession in the basin consists of five fining-upwards sedimentary
cycles dominated by fluvio-lacustrine deposits (Exon, 1976; Exon and Burger, 1981; Day et al, 1983). The
lower part of each cycle typically comprises coarse-grained mature sandstone, grading up into more
labile sandstone and siltstone, with mostly siltstone, mudstone and coal in the upper part. In the
Cretaceous, inundation of the land through an increase in sea level led to deposition of predominantly
coastal plain and shallow sediments in two cycles.
Structurally, the Surat Basin is relatively simple, with the area of maximum deposition in the Mimosa
Syncline, which overlies the thickest Permian-Triassic rocks in the Taroom Trough of the underlying
Bowen Basin (Day et al., 1983). Major faulting within the basin predominantly mirrors basinal boundary
faults of the underlying Bowen Basin. There is substantial folding across the basin, which is due to
compaction and draping, as well as some rejuvenation of older pre-Jurassic structures and faults.
Formations outcrop along the northern erosional boundary and dip gently to the south and southwest at
less than 5°.
A simplified stratigraphic section of the Surat Basin is shown in (Figure 4). Basin fill started with the
Precipice Sandstone, which was overlain by the siltier Evergreen Formation. A renewal of sedimentation
laid down the Hutton Sandstone. Above these the Walloon Coal Measures (WCM) were conformably
deposited. Overlying the WCM with a slight unconformity is the Springbok Sandstone (or Kumbarilla Beds
further east). The Springbok Sandstone is overlain by the Westbourne Formation and Gubberamunda
Sandstone. In most areas, the Surat Basin sequence is overlain by Tertiary sediments and alluvial
deposits.
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Figure 3: Structural Elements of the Surat Basin (After Nguyen and Dewhirst, 2002)
5.4.2 Eastern Surat Walloons Measures
The Middle Jurassic WCM form part of the Injune Creek Group (after McKellar 1999) and are well
developed throughout the Surat Basin. They range in thickness from less than 50m to greater than
700m. They comprise of very fine to medium grained, labile, argillaceous sandstone, siltstone, mudstone
and coals. These lithologies generally present themselves in the form of a series of fining up sequences
usually capped by a coal seam.
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The WCM are divided into two main intervals; the Juandah Coal Measures (JCM) and Taroom Coal
Measures (TCM). The JCM and TCM are further divided into coal groups or seam packages. In
descending stratigraphic order these are the Kogan, Macalister, Wambo, Argyle, Upper Taroom and
Condamine groups.
Each coal group is picked on the basis of grouping together cycles or coal seams. For example the
Wambo group consists of a number of sub cycles and seams packaged together in order to form the one
coal group. The character of each coal group can vary greatly between fields and areas and it is often
very difficult to correlate coal seams even over a short distance. Often the most regionally pervasive and
reliable correlation marker is the seams of the Macalister group of the JCM and the Condamine group of
the TCM.
As can be seen in Figure 4, the top of the WCM is marked by an erosional unconformity (base
Springbok). This erosional base in some areas can act to remove most or all of the JCM. The contact
between the Springbok and WCM can be identified while drilling, by a change in lithology from clean light
grey quartz sandstone to interbedded silts, clays, coals, and dark grey clay choked sandstones. A
decrease in drilling rate, an increase in mud pressure due to clays on the bit; and an increase in
background gas in the mud from zero to a few LEL of methane may also be observed.
The Eurombah Formation makes the base of the coal prone section of the Walloon Coal Measures. The
Eurombah Formation can be identified by massive fine to medium grained lithic/feldspathic sandstones.
These sandstones are generally tight and very slow to drill.
The Hutton Sandstone marks the base of the Eurombah Formation. This unit can be identified as a fine
to medium grained, light grey clean sandstone. The Hutton Sandstone is usually indicated on wireline
logs by a sharp SP break, and a lesser gamma break.
HOPELAND-17 WELL COMPLETION
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Figure 4: Stratigraphy of the Surat Basin and Walloon Coal Measures
HOPELAND-17 WELL COMPLETION
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6 REFERENCESDAY, R.W., WHITAKER, W.G., MURRAY, C.G., WILSON, I.H., & GRIMES, K.G., 1983. Queensland
Geology. Geological Survey of Queensland Publication, 383
EXON, N.F., 1976. Geology of the Surat Basin, Queensland. Bureau of Mineral Resources, Geology and Geophysics, 166.
EXON, N.F. AND BURGER, D., 1981. Sedimentary cycles in the Surat Basin and global changes of sea level. BMR Journal of Australian Geology and Geophysics, Vol 6, pp. 153-159.
FIELDING, C. R., 1993. The Middle Jurassic Walloon Coal Measures in the type area, the Rosewood- Walloon coal field, southeast Queensland. Australian Coal Geology, 9: 4-16.
GOULD, R. E., 1968. The Walloon Coal Measures: a compilation. Queensland Government Mining Journal, 69: 509-515.
GREEN, P.M., HOFFMANN, K.L., BRAIN, T.J., & GRAY, A.R.G., 1997. Project aims and activities, exploration history and geological investigations in the Bowen and overlying Surat Basins, Queensland. In, GREEN, P.M. (ed.), The Surat and Bowen Basins, south-east Queensland. Queensland Minerals and Energy Review Series, Queensland Department of Mines and Energy, pp1-11.
McKELLAR, J.L., 1999. Late Early to Late Jurassic palynology, biostratigraphy and palaeogeography of the Roma Shelf area, northwestern Surat Basin, Queensland, Australia. Department of Geology and Mineralogy, University of Queensland, PhD thesis, (1-3).
NGUYEN, D.L., & DEWHIRST, N.H., 2002. ATP 471P, MNL Barker -1 , Well Completion Report.
YAGO, J. V. R., FIELDING, C. R. and KASSAN, J., 1994. Depositional styles of channel & overbank deposits in the middle Jurassic Walloon Coal measures, Clarence-Moreton basin, NSW., Advances in the study of the Sydney Basin. Proceedings of the twenty eighth symposium.University of Newcastle, Newcastle.
YAGO, J. V. R. and FIELDING, C. R., 1996. Sedimentology of the middle Jurassic Walloon Coal Measures in the Great Artesian Basin, Eastern Australia, Mesozoic geology of the Eastern Australia Plate conference. Geological Society of Australia, Brisbane, Queensland, pp. 574-575.
HOPELAND-17 WELL COMPLETION
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APPENDIX 1. ROP LOG
HOPELAND-17 WELL COMPLETION REPORT
DateDepth From(m) Depth To (m) Start Time Stop Time
DrilledLength (m) Minutes
Drilling Rate(minutes/m) Comments
08-Feb-13 0.00 6.00 10:30 10:45 6.00 15.00 2.50 Conductor
09-Feb-13 6.00 197.92 7:15 11:30 191.92 255.00 1.33 Surface Hole
12-Feb-13 197.92 200.92 9:10 9:15 3.00 5.00 1.67 FIT
12-Feb-13 200.92 410.80 7:45 12:30 209.88 285.00 1.36 Production
13-Feb-13 410.80 741.03 7:45 16:30 330.23 525.00 1.59 Production
14-Feb-13 741.03 926.48 7:45 15:30 185.45 465.00 2.51 Production
15-Feb-13 926.48 1073.57 7:45 13:45 147.09 360.00 2.45 Production
17-Feb-13 1073.57 1074.00 10:30 10:45 0.43 15.00 34.88 Production
17-Feb-13 1074.00 1083.00 13:15 13:45 9.00 30.00 3.33 Coring
17-Feb-13 1083.00 1092.00 15:30 16:15 9.00 45.00 5.00 Coring
18-Feb-13 1092.00 1101.00 8:00 8:30 9.00 30.00 3.33 Coring
18-Feb-13 1101.00 1110.00 10:20 10:45 9.00 25.00 2.78 Coring
18-Feb-13 1110.00 1119.00 12:30 13:15 9.00 45.00 5.00 Coring
18-Feb-13 1119.00 1128.00 15:00 15:45 9.00 45.00 5.00 Coring
19-Feb-13 1128.00 1128.50 8:15 8:30 0.50 15.00 30.00 Coring
19-Feb-13 1128.50 1137.50 10:15 11:00 9.00 45.00 5.00 Coring
20-Feb-13 1137.50 1144.07 14:00 17:45 6.57 225.00 34.25 Production
22-Feb-13 1144.07 1144.85 12:30 12:45 0.78 15.00 19.23 Production
22-Feb-13 1144.85 1223.16 13:15 16:45 78.31 210.00 2.68 Production
21/30
HOPELAND-17 WELL COMPLETION
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APPENDIX 2. WELLSITE DAILY REPORTS
HOPELAND-17 WELL COMPLETION
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APPENDIX 3. DRILLERS DAILY REPORTS
HOPELAND-17 WELL COMPLETION
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APPENDIX 4. LOG OF LITHOLOGY
HOPELAND-17 WELL COMPLETION
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APPENDIX 5. WIRELINE LOGS (IMAGE)
HOPELAND-17 WELL COMPLETION
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APPENDIX 6. WIRELINE LOGS (LAS)
HOPELAND-17 WELL COMPLETION
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APPENDIX 7. UNREQUIRED DATA
HOPELAND-17 WELL COMPLETION
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WELL TESTS
Well Test ID From (m) To (m)Reservoir Pressure
(psi)Permeability
(mD)Skin
FactorAnalysis
Type
Well tests not conducted
*All depths measured from Ground Level
DESORPTION SAMPLES
Sample ID
Depth From
(mMD)
Depth To
(mMD)Thickness
(m)Q1+Q2+Q3(m3/t daf)
Q1+Q2+Q3(m3/t raw)
Sorption Time
(days)Diffusivity
(sec-1)RD
(g/cc)Moisture
(%ad)Ash
(%ad)
Desorption sampling and analysis not conducted
*All depths measured from Ground Level
LANGMUIR ADSORPTION ISOTHERMS
Sample ID
Gas Type
Depth From
(mMD)Depth to (mMD)
Temperature (C)
Ash (%)
Moisture (%)
Density (g/cc)
Pl raw (MPa,abs)
Vl raw (cc/g)
Pl daf (MPa,abs)
Vl daf (cc/g)
Langmuir Adsorption Isotherm analysis not conducted
*All depths measured from Ground Level
VITRINITE REFLECTANCE
Sample IDDepthFrom (m)
Depth To (m)
Telovitrinite (Ro Max)
Detrovitrinite (Ro Max)
Total Vitrinite (Ro Max)
Vitrinite Relectance not conducted
*All depths measured from Ground Level
COAL MACERAL ANALYSIS
Sample ID
Depth From(m)
Depth To(m)
Telovit rinite
Detrovitr inite
Gelovitrini te Liptinite Teloinert
niteDetroiner
tniteGeloine rtinite
Miner als
Coal Maceral analysis not conducted
*All depths measured from Ground Level
HOPELAND-17 WELL COMPLETION
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PERFORATIONS
Interval (from/to) (m) Formation Size
(inches) Type shots spf Type Φ Gm
Perforations not conducted
*All depths measured from Ground Level
HOPELAND-17 WELL COMPLETION
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APPENDIX 8. FLOW TEST (FRT)REPORTING
HOPELAND-17 WELL COMPLETION
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Date
Friday, 8 February 2013
Hopeland-17 Daily Operations Report Weather
FineWell
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
6m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
150*36'42.55"E
262958.9
7014319.6
56
GDA94
313
6.00
PTD
1220m
0.00
Drilled To
6.00
Rig Move , Site Set up , Drill Conductor , Run & Set Conductor, WOC
Safety and Environment
Last Safety Meeting: 8/02/2013
Comments Road Travel , Rig Move , JCB-:Blind Spot , Moving Machinery
Bit Data
Bit # Size Type From To Hours Fluid Fluid M.W. Additives1
17" Auger 0.00 6.00 0.25 Air2
12 1/2" PDC3
8 1/2" PDC4
5
6
7
8
9
10
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore Citric Acid Soda Ash
Clay Master Aus-Dex Residrill Bentonite Biocide T
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 0m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To TypeWater
Volume (L) # BagsGrout Volume
(L) SGH2O p/bag
Chase WaterVolume (L) Notes
Conductor 0m 0m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 0m Cement
Production 0m 0m Cement
Plug Details
From To TypeWater
Volume (L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
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Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 7:00 Travel From Dalby to Site
7:00 7:15 Tool-Box Meeting
7:15 8:30 Rig Down
8:30 9:30 Pack up Site ( HL-9 )
9:30 10:00 Rig Move
10:00 10:30 Rig up
10:30 10:45 Drill Conductor
10:45 13:15 Rig Move
13:15 13:30 Run Conductor
13:30 14:00 Mix & Cement Conductor
14:00 18:00 Site Set up ( WOC )
18:00 19:00 Travel Back to Dalby
19:00
Well site Visitors
From To Description
Patrick , Kenny , Jatinder ( SWMS )
BHA 8 1/2" PDC bit = 9m
Operations for next 24hrs
Drill Surface Hole , Run Surface Casing & Welldog Gauges , Cement Casing
Personnel
Arrow Drill Supervisor: Mark Austin Geologist: Andrea Mulhare T/A: Rick Lucas
ContractorDriller: Rick & Dan Johnson Trainee Driller: Offsiders: Luke Johnson , Aaron Newman , Christian Edmunds Safety; Don Harris
Foztrax; Dan Guinea
Comments
HOPELAND-17 WELL COMPLETION
3
Date
Saturday, 9 February 2013
Hopeland-17 Daily Operations Report Weather
FineWell
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
191.92m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E
9/02/2013
Biocide T
50 L
262958.9
7014319.6
56
GDA94
313
197.92
PTD
1220m
6.00
Drilled To
197.92
Drill Surface Hole , Log Hole
Safety and Environment
Last Safety Meeting: 9/02/2013
Comments Drilling , Logging
Bit Data
Bit # Size Type From To Hours Fluid Fluid M.W. Additives1
17" Auger 0.00 6.00 0.25 Air2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide3
8 1/2" PDC4
5
6
7
8
9
10
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 45 Kg Citric Acid Soda Ash
Clay Master Aus-Dex Residrill Bentonite Biocide T 50 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 0m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To TypeWater
Volume (L) # BagsGrout Volume
(L) SGH2O p/bag
Chase WaterVolume (L) Notes
Conductor 0m 0m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 0m Cement
Production 0m 0m Cement
Plug Details
From To TypeWater
Volume (L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
3
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 7:00 Travel From Dalby to Site 197 0.03
7:00 7:15 Tool-Box Meeting
7:15 11:30 Drill Surface hole ( 6.00 - 197.9 )
11:30 12:00 Circulate & Flush
12:00 12:30 POOH
12:30 13:00 Make up & Test Logging Tools
13:00 13:15 Weatherford PJSM
13:15 13:30 RIH with Logging Tools
13:30 15:00 Log Hole
15:00 15:30 Break down logging tools
15:30 15:45 Rig Down Weatherfords
15:45 16:15 Process Data
16:15 18:00 Set up to Run Casing ( Clean all Threads )
18:00 19:00 Travel back to Dalby
19:00
Well site Visitors
From To Description
7:00 16:00 Patrick , Kenny , Jatinder ( SWMS )
10:10 13:10 Debbie Voll , Victor Gado ( Arrow Energy )
12:00 16:20 Jason , Grant , Paul ( Weatherford )
BHA 8 1/2" PDC bit = 113.73m
Operations for next 24hrs
Running Casing & Welldog Gauges , Cement Casing
Personnel
Arrow Drill Supervisor: Mark Austin Geologist: Andrea Mulhare T/A: Rick Lucas
ContractorDriller: Rick & Dan Johnson Trainee Driller: Offsiders: Luke Johnson , Christian Edmunds Safety; Don Harris
Foztrax; Dan Guinea
Comments
HOPELAND-17 WELL COMPLETION
3
Date
Sunday, 10 February 2013
Hopeland-17 Daily Operations Report Weather
FineWell
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
0m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9
7014319.6 9/2/2013 Surface
56
GDA94
313
197.92
PTD
1220m
197.92
Drilled To
197.92
Running Casing & Welldog Gauges , Cement Casing
Safety and Environment
Last Safety Meeting: 10/02/2013
Comments Running Casing , Welldog Gauges , Cementing
Bit Data
Bit # Size Type From To Hours Fluid Fluid M.W. Additives1
17" Auger 0.00 6.00 0.25 Air2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide3
8 1/2" PDC4
5
6
7
8
9
10
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 45 Kg Citric Acid Soda Ash
Clay Master Aus-Dex Residrill Bentonite Biocide T 50 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To TypeWater
Volume (L) # BagsGrout Volume
(L) SGH2O p/bag
Chase WaterVolume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater
Volume (L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
3
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 7:00 Travel From Dalby to Site 197 0.03
7:00 7:15 Tool-Box Meeting
7:15 8:30 Set up to run casing ( Fit Stabilizers , Set up Welldog )
8:30 11:15 Run Casing & Welldog Gauges
11:15 13:00 Circulate ( Wait on cement Trucks )
13:00 13:30 Pump Cement & Chase water
13:30 14:30 Clean up cementing equipment
14:30 18:00 WOC ( Safety Sunday )
18:00 19:00 Travel back to Dalby
19:00
Well site Visitors
From To Description
7:00 15:30 Patrick , Kenny , Jatinder ( SWMS )
7:00 14:00 Cam , Jeremy ( WellDog )
7:15 10:00 Cameron Leahy ( Cam's Welding )
10:15 13:45 Andrea Mulhare ( Arrow Energy )
12:45 13:45 A.Yates , G.McHugs ( Boral cement )
BHA 8 1/2" PDC bit = 113.73m
Operations for next 24hrs
WOC , Nipple up BOP,Blooie Line,HCR,Choke Manifold, Pressure Test BOP, Drill out Cement Plug + 3m fresh formation, FIT , Dump & Clean Mud System , Mix Drilling Mud , Drill Production Zone
Personnel
Arrow Drill Supervisor: Mark Austin Geologist: Andrea Mulhare T/A: Rick Lucas
ContractorDriller: Rick & Dan Johnson Trainee Driller: Offsiders: Mick Doran , Luke Johnson , Christian Edmunds Safety; Don Harris
Foztrax; Dan Guinea
Comments Good Communications with outside Contractors , Float Collar & Shoe don't seem to be holding after cementing , Cement Trucks late
HOPELAND-17 WELL COMPLETION
3
Date
Monday, 11 February 2013
Hopeland-17 Daily Operations Report Weather
FineWell
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
0m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9
7014319.6 9/2/2013 Surface
56
GDA94
313
197.92
PTD
1220m
197.92
Drilled To
197.92
WOC , Nipple up BOP,Blooie Line,HCR,Choke Manifold, Pressure Test BOP
Safety and Environment
Last Safety Meeting: 11/02/2013
Comments BOP , Pressure Testing , Mix Mud , Drilling
Bit Data
Bit # Size Type From To Hours Fluid Fluid M.W. Additives1
17" Auger 0.00 6.00 0.25 Air2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide3
8 1/2" PDC4
5
6
7
8
9
10
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 45 Kg Citric Acid Soda Ash
Clay Master Aus-Dex Residrill Bentonite Biocide T 50 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To TypeWater
Volume (L) # BagsGrout Volume
(L) SGH2O p/bag
Chase WaterVolume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater
Volume (L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
3
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 8:00 ( WOC ) 197 0.03
8:00 9:00 Travel From Dalby to Site ( WOC )
9:00 9:15 Tool-Box Meeting ( WOC )
9:15 9:30 Back off Landing Joint ( WOC )
9:30 10:00 Nipple up A-Section ( Weatherford Well Head ) ( WOC )
10:00 10:45 Nipple up Drilling Spool & HCR ( WOC )
10:45 12:30 Nipple up BOP ( WOC )
12:30 13:45 Nipple up Blooie Line & Flare Line ( WOC )
13:45 15:00 RIH ( Make up BHA )
15:00 16:30 Set Half Tanks & New Flare Bin
16:30 18:00 Pressure Test BOP
18:00 19:00 Travel back to Dalby
19:00
Well site Visitors
From To Description
7:00 18:00 Patrick , Kenny , Jatinder ( SWMS )
7:00 9:15 Cam , Jeremy ( WellDog )
15:35 16:45 Leon , Gurmateet ( CEC )
15:40 17:00 Cameron Leahy ( Cams Welding )
BHA 8 1/2" PDC bit = 113.73m
Operations for next 24hrs
Pressure Test Manifold , Drill out Cement Plug + 3m fresh formation, FIT , Dump & Clean Mud System , Drill Production Zone
Personnel
Arrow Drill Supervisor: Mark Austin Geologist: Andrea Mulhare T/A: Rick Lucas
ContractorDriller: Rick & Dan Johnson Trainee Driller: Steven Sbeghen Offsiders: Mick Doran , Christian Edmunds Safety; Don Harris
Foztrax; Dan Guinea
Comments
HOPELAND-17 WELL COMPLETION
3
Date
Tuesday, 12 February 2013
Hopeland-17 Daily Operations Report Weather
FineWell
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
209.88m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9
7014319.6 9/2/2013 Surface
56
GDA94
313
200.92
PTD
1220m
200.92
Drilled To
410.80
Pressure Test Manifold , Drill out Cement Plug + 3m fresh formation, FIT , Dump & Clean Mud System , Drill Production Zone
Safety and Environment
Last Safety Meeting: 12/02/2013
Comments Pressure Testing , Drilling
Bit Data
Bit # Size Type From To Hours Fluid Fluid M.W. Additives1
17" Auger 0.00 6.00 0.25 Air2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide3
8 1/2" PDC4
5
6
7
8
9
10
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 45 Kg Citric Acid Soda Ash
Clay Master Aus-Dex Residrill Bentonite Biocide T 50 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To TypeWater
Volume (L) # BagsGrout Volume
(L) SGH2O p/bag
Chase WaterVolume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater
Volume (L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
4
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 7:00 Travel to Site 197 0.03
7:00 7:15 Tool-Box Meeting ( Pre-Start Checks )
7:15 7:45 RIH Tag Cement @ 151m ( Pressure Test Manifold off Line )
7:45 9:15 Drill out cement Plug + 3m Fresh formation
9:15 9:30 FIT
9:30 11:00 Drop Mud & Clean system
11:00 11:30 Deviation Survey-0.1 @ 192m
11:30 12:15 Mix Mud
12:15 15:30 Drill Production Zone from 200.92m-362.8m
15:30 16:00 Circulate & Flush Hole
16:00 16:15 Deviation Survey-0.1 @ 353m
16:15 17:45 Drill Production Zone from 362.8m-410.80m
17:45 18:40 Travel back to town
18:40
Well site Visitors
From To Description
7:00 Patrick , Kenny , Jatinder ( SWMS )
9:00 11:00 Cathy ( Austrans )
10:30 12:30 Rob (Blands)
BHA 8 1/2" PDC bit = 113.73m
Operations for next 24hrs
Drill Production Zone
Personnel
Arrow Drill Supervisor: Mark Austin Geologist: Andrea Mulhare/Brendan Balmain T/A: Rick Lucas / Trevor Bourquin
ContractorDriller: Rick & Dan Johnson Trainee Driller: Steven Sbeghen Offsiders: Mick Doran , Christian Edmunds Safety; Don Harris
Foztrax; Dan Guinea
Comments
HOPELAND-17 WELL COMPLETION
4
Date
Wednesday, 13 February 2013
Hopeland-17 Daily Operations Report Weather
FineWell
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
320.23m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9
13/02/2013
Biocide T
25 L
7014319.6 9/2/2013 Surface
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
741.03
PTD
1220m
420.80
Drilled To
741.03
Continue drilling production zone from 420.80m to 741.03m
Safety and Environment
Last Safety Meeting: 13/02/2013
Comments Continue drilling production zone. Emergency drill conducted at midday- broken leg scenario
Bit Data
Bit # Size Type From To Hours Fluid Fluid M.W. Additives1
17" Auger 0.00 6.00 0.25 Air2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide3
8 1/2" PDC 197.92 0.08 oda Ash, Biocid4
5
6
7
8
9
10
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 95 Kg Citric Acid Soda Ash
Clay Master Aus-Dex Residrill Bentonite Biocide T 100 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To TypeWater
Volume (L) # BagsGrout Volume
(L) SGH2O p/bag
Chase WaterVolume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater
Volume (L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
4
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 7:00 Travel to Site 197 0.03
7:00 7:15 Tool-Box Meeting ( Pre-Start Checks ) 192 0.1
7:15 10:10 Drill production zone from 410.80 to 544.97m 353 0.1
10:10 10:30 Circulate well, load drill pipe on racks 544.97 0.4
10:30 11:00 Deviation survey 0.4 @ 544.97m
11:00 12:00 Continue drilling production zone from 544.97m to 584.60m
12:00 12:30 Emergency drill
12:30 17:20 Continue drilling from 584.60m to 741.03m
17:20 17:45 Circulate well
17:45 18:45 Travel back to town
18:45
Well site Visitors
From To Description
7:00 Patrick , Kenny , Jatinder ( SWMS )
9:00 11:00 Cathy Moor, Salvatore Franzi, Mick Rolfe, Ainslie Winten (Arrow)
10:30
BHA 8 1/2" PDC bit = 113.73m
Operations for next 24hrs
Continue drilling Production Zone
Personnel
Arrow Drill Supervisor: Mark Austin Geologist: Andrea Mulhare/Brendan Balmain T/A:
ContractorDriller: Rick & Dan Johnson Trainee Driller: Steven Sbeghen Offsiders: Mick Doran , Christian Edmunds Safety; Don Harris
Foztrax; Dan Guinea
Comments
HOPELAND-17 WELL COMPLETION
4
Date
Thursday, 14 February 2013
Hopeland-17 Daily Operations Report Weather
FineWell
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
185.45m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9
13/02/2013
Biocide T
25 L
7014319.6 9/2/2013 Surface
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
926.48
PTD
1220m
14/02/2013
Biocide T
50 L
741.03
Drilled To
926.48
14/02/2013
Xanbore
100 Kg
Continue drilling production zone from 741.03m to 926.48m
Safety and Environment
Last Safety Meeting: 14/02/2013
Comments
Bit Data
Bit # Size Type From To Hours Fluid Fluid M.W. Additives1
17" Auger 0.00 6.00 0.25 Air2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide3
8 1/2" PDC 197.92 0.08 As h, Biocide, X4
5
6
7
8
9
10
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 195 Kg Citric Acid Soda Ash
Clay Master Aus-Dex Residrill Bentonite Biocide T 150 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To TypeWater
Volume (L) # BagsGrout Volume
(L) SGH2O p/bag
Chase WaterVolume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater
Volume (L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
4
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 7:00 Travel to Site 197 0.03
7:00 7:15 Tool-Box Meeting ( Pre-Start Checks ) 544.97 0.4
7:15 7:45 Conduct deviation survey 0.7 @ 741.03m 741.03 0.7
7:45 10:00 Replace mud system and circulate
10:00 17:40 Continue drilling production zone from 741.03m to 926.48m
17:40 18:00 Flush well
18:00 19:00 Travel back to town
19:00
Well site Visitors
From To Description
7:00 18:00 Patrick , Kenny , Jatinder ( SWMS )
BHA 8 1/2" PDC bit = 113.73m
Operations for next 24hrs
Continue drilling Production Zone
Personnel
Arrow Drill Supervisor: Ben Ostergaard, Bob Arshid Geologist: Andrea Mulhare/Brendan Balmain T/A:
ContractorDriller: Rick & Dan Johnson Trainee Driller: Steven Sbeghen Offsiders: Mick Doran , Christian Edmunds Safety; Don Harris
Foztrax; Dan Guinea
Comments
HOPELAND-17 WELL COMPLETION
4
Date
Friday, 15 February 2013
Hopeland-17 Daily Operations Report Weather
FineWell
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
147.09m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9
13/02/2013
Biocide T
25 L
7014319.6 9/2/2013 Surface
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1073.57
PTD
1220m
14/02/2013
Biocide T
50 L
926.48
Drilled To
1073.57
14/02/2013
Xanbore
100 Kg
Continue drilling production zone from 926.48m to coring point @ 1073.57m. Circulate pill and start to POOH.
Safety and Environment
Last Safety Meeting: 15/02/2013
Comments
Bit Data
Bit # Size Type From To Hours Fluid Fluid M.W. Additives1
17" Auger 0.00 6.00 0.25 Air2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide3
8 1/2" PDC 197.92 1073.56 0.08 Mud As h, Biocide, X4
5
6
7
8
9
10
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 195 Kg Citric Acid Soda Ash
Clay Master Aus-Dex Residrill Bentonite Biocide T 150 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To TypeWater
Volume (L) # BagsGrout Volume
(L) SGH2O p/bag
Chase WaterVolume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater
Volume (L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
4
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 7:00 Travel to Site 197 0.03
7:00 7:30 Tool-Box Meeting ( Pre-Start Checks ) 544.97 0.4
7:30 13:30 Continue drilling production zone from 926.48m to 1073.57m 741.03 0.7
13:30 14:00 Bottoms up flush to confirm Precipice sandstone coring point @ 1073.57m
14:00 15:15 Circulate pill
15:15 18:15 Pull chip string out 710m ,stopping for flow checks approx every 100m
17:45 18:45 Travel back to town
18:45
Well site Visitors
From To Description
7:00 18:00 Patrick , Kenny , Jatinder ( SWMS )
BHA 8 1/2" PDC bit = 96.167m
Operations for next 24hrs
Finish POOH, Change over to Core string and RIH to commence coring of Precipice Sandstone
Personnel
Arrow Drill Supervisor: Ben Ostergaard, Bob Arshid Geologist: Brendan Balmain/Simon Binden T/A: Trevor Bourquin
ContractorDriller: Rick & Dan Johnson Trainee Driller: Steven Sbeghen Offsiders: Mick Doran , Christian Edmunds Safety; Don Harris
CorPro: Scott Wilkie Foztrax; Dan Guinea
Comments
HOPELAND-17 WELL COMPLETION
4
Date
Saturday, 16 February 2013
Hopeland-17 Daily Operations Report Weather
FineWell
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
0m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9
13/02/2013
Biocide T
25 L
7014319.6 9/2/2013 Surface
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1073.57
PTD
1220m
14/02/2013
Biocide T
25 L
1073.57
Drilled To
1073.57
14/02/2013
Xanbore
100 Kg
Finish POOH, Change over to Core string and RIH to 530m14/02/2013
Xanbore
45 Kg
14/02/2013
Biocide T
25 L
15/02/2013 Biocide T 25 L
Safety and Environment 15/02/2013 Xanbore 50 Kg
Last Safety Meeting: 16/02/2013 15/02/2013 Biocide T 25 L
Comments Disussed Emergency drill procedures, Safety Meeting with Micheal Rolfe, Sal Franzi on Emergency Drills
Bit Data
Bit # Size Type From To Hours Fluid Fluid M.W. Additives1
17" Auger 0.00 6.00 0.25 Air2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 As h, Biocide, X4
5
6
7
8
9
10
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 290 Kg Citric Acid Soda Ash
Clay Master Aus-Dex Residrill Bentonite Biocide T 200 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To TypeWater
Volume (L) # BagsGrout Volume
(L) SGH2O p/bag
Chase WaterVolume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater
Volume (L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
4
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 7:00 Travel to Site 197 0.3
7:00 7:30 Tool-Box Meeting ( Pre-Start Checks ) 544.97 0.4
7:30 10:00 Continue Tripping out from 710m to 200m 741.03 0.7
10:00 10:15 Circulate Well( Safety meeting with Micheal Rolfe & Sal Franzi on Emergency Drills)
10:15 11:15 Continue Tripping from to 200m to surface
11:15 14:15 Rig up to Run Corepro Coring String
14:15 17:15 RIH with Corpro String to 530 m
17:15 17:45 Circulate well
17:45 18:45 Travel back to Dalby
18:45
Well site Visitors
From To Description
7:00 18:00 Patrick , Kenny , Jatinder ( SWMS )
9:45 10:45 Micheal Rolfe , Sal Franzi
10:00 16:30 Steve Mathew (Vause)
BHA 8 1/2" PDC bit = 96.167m
Operations for next 24hrs
RIH to 1073m,Commence Coring of Precipice Sandstone
Personnel
Arrow Drill Supervisor: Ben Ostergaard, Bob Arshid Geologist: Brendan Balmain/Simon Binden T/A: Trevor Bourquin
ContractorDriller: Rick & Dan Johnson Trainee Driller: Steven Sbeghen Offsiders: Mick Doran, Aaron Newman, Luke Johnson Safety;
CorPro: Scott Wilkie Foztrax; Dan Guinea
Comments
HOPELAND-17 WELL COMPLETION
4
Date
Sunday, 17 February 2013
Hopeland-17 Daily Operations Report Weather
Overcast, MuggyWell
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
18.43m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9
13/02/2013
Biocide T
25 L
7014319.6 9/2/2013 Surface
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1092.00
PTD
1220m
14/02/2013
Biocide T
25 L
1073.57
Drilled To
1092.00
14/02/2013
Xanbore
100 Kg
RIH to 1073m,Commence Coring of Precipice Sandstone14/02/2013
Xanbore
45 Kg
14/02/2013
Biocide T
25 L
15/02/2013 Biocide T 25 L
Safety and Environment 15/02/2013 Xanbore 50 Kg
Last Safety Meeting: 17/02/2013 15/02/2013 Biocide T 25 L
Comments Safety Sunday- Discussed Safety Alerts, PJSM- Corpro,
Bit Data
Bit # Size Type From To Hours Fluid Fluid M.W. Additives1
17" Auger 0.00 6.00 0.25 Air2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 As h, Biocide, X4
8.5"-3.5" core PDC 1073.57 1.50 Mud5
6
7
8
9
10
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 290 Kg Citric Acid Soda Ash
Clay Master Aus-Dex Residrill Bentonite Biocide T 200 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To TypeWater
Volume (L) # BagsGrout Volume
(L) SGH2O p/bag
Chase WaterVolume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater
Volume (L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
5
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 7:00 Travel to Site 197 0.3
7:00 7:30 Tool-Box Meeting ( Pre-Start Checks ) 544.97 0.4
7:30 10:30 RIH with Corpro String from 530 m-1073m 741.03 0.7
10:30 10:45 Drill from 1073.57m to 1074m
10:45 11:15 Circulate & Mix mud(Safety Sunday- Corpro PJSM )
11:15 13:15 Pull centre out of drill bit & drop core barrel
13:15 13:45 Commence Coring From 1074m- 1083m
13:45 15:00 Retrieve Core
15:00 15:30 Drop Core Barrel & Seat
15:30 16:15 Core ( 1083m-1092m )
16:15 17:30 Retrieve Core
17:30 18:00 Circulate & Flush well
18:00 19:00 Travel to Dalby
Well site Visitors
From To Description
7:00 17:00 Patrick , Kenny , Jatinder ( SWMS )
BHA 8.5"-3.5" core PDC bit = 66.87m
Operations for next 24hrs
Continue Coring of Precipice Sandstone
Personnel
Arrow Drill Supervisor: Ben Ostergaard, Bob Arshid Geologist: Brendan Balmain T/A: Trevor Bourquin Earth Data: Simon Binden
ContractorDriller: Rick & Dan Johnson Trainee Driller: Offsiders: Mick Doran, Aaron Newman, Luke Johnson Safety; CorPro:
Scott Wilkie Vause: Stephen Mathew Foztrax; Dan Guinea
Comments
HOPELAND-17 WELL COMPLETION
5
Date
Monday, 18 February 2013
Hopeland-17 Daily Operations Report Weather
Overcast, MuggyWell
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
36m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9
13/02/2013
Biocide T
25 L
7014319.6 9/2/2013 Surface
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1128.00
PTD
1220m
14/02/2013
Biocide T
25 L
1092.00
Drilled To
1128.00
14/02/2013
Xanbore
100 Kg
Continue Coring of Precipice Sandstone14/02/2013
Xanbore
45 Kg
14/02/2013
Biocide T
25 L
15/02/2013 Biocide T 25 L
Safety and Environment 15/02/2013 Xanbore 50 Kg
Last Safety Meeting: 18/02/2013 15/02/2013 Biocide T 25 L
Comments Slippery site,
Bit Data
Bit # Size Type From To Hours Fluid Fluid M.W. Additives1
17" Auger 0.00 6.00 0.25 Air2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 As h, Biocide, X4
8.5"-3.5" core PDC 1073.57 3.92 Mud5
6
7
8
9
10
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 290 Kg Citric Acid Soda Ash
Clay Master Aus-Dex Residrill Bentonite Biocide T 200 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To TypeWater
Volume (L) # BagsGrout Volume
(L) SGH2O p/bag
Chase WaterVolume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater
Volume (L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
5
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 7:00 Travel to Site 197 0.3
7:00 7:30 Tool-Box Meeting ( Pre-Start Checks ) 544.97 0.4
7:30 7:45 Circulate & Flush Hole 741.03 0.7
7:45 8:00 Drop Core Barrel & Seat
8:00 8:30 Core ( 1092m-1101m ) recovered 9.0m
8:30 9:30 Retrieve Core
9:30 10:20 Drop Core Barrel & Seat
10:20 10:45 Core (1101m-1110m ) recovered 9.1m
10:45 12:00 Retrieve Core
12:00 12:30 Drop Core Barrel & Seat
12:30 13:15 Core (1110m-1119m ) recovered 8.96m
13:15 14:45 Retrieve Core
14:45 15:00 Drop Core Barrel & Seat
15:00 15:45 Core (1119m-1128m ) recovered 9.0m
15:45 17:30 Retrieve Core
17:30 18:15 Circulate & Flush Hole
18:15 19:15 Travel to Dalby
19:15
Well site Visitors
From To Description
7:00 18:00 Patrick , Kenny , Jatinder ( SWMS )
9:00 13:40 Micheal McNellie (McNellies)
13:00 16:15 Kelvin O'Donnel (Arrow)
13:00 16:15 David Williams (Moduspec)
BHA 8.5"-3.5" core PDC bit = 66.87m
Operations for next 24hrs
Continue Coring of Precipice Sandstone, Drill to TD, Flush Hole, POOH
Personnel
Arrow Drill Supervisor: Ben Ostergaard, Bob Arshid Geologist: Brendan Balmain T/A: Trevor Bourquin Earth Data: Simon Binden
ContractorDriller: Rick & Dan Johnson Trainee Driller: Offsiders: Mick Doran, Aaron Newman, Luke Johnson Safety: Don Harris CorPro: Scott
Wilkie Vause: Jeremy Foztrax; Dan Guinea
Comments
HOPELAND-17 WELL COMPLETION
5
Date
Tuesday, 19 February 2013
Hopeland-17 Daily Operations Report Weather
Overcast, Muggy,Light RainWell
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
9.5m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9
13/02/2013
Biocide T
25 L
7014319.6 9/2/2013 Surface
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1137.50
PTD
1220m
14/02/2013
Biocide T
25 L
1128.00
Drilled To
1137.50
14/02/2013
Xanbore
100 Kg
Continue Coring of Precipice Sandstone, Flush Hole, POOH to Change drill string14/02/2013
Xanbore
45 Kg
14/02/2013
Biocide T
25 L
15/02/2013 Biocide T 25 L
Safety and Environment 15/02/2013 Xanbore 50 Kg
Last Safety Meeting: 19/02/2013 15/02/2013 Biocide T 25 L
Comments Take care carrying Core ,Slippery site, Stop work if weather deteriates
Bit Data
Bit # Size Type From To Hours Fluid Fluid M.W. Additives1
17" Auger 0.00 6.00 0.25 Air2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 As h, Biocide, X4
8.5"-3.5" core PDC 1073.57 4.92 Mud5
6
7
8
9
10
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 290 Kg Citric Acid Soda Ash
Clay Master Aus-Dex Residrill Bentonite Biocide T 200 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To TypeWater
Volume (L) # BagsGrout Volume
(L) SGH2O p/bag
Chase WaterVolume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater
Volume (L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
5
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 7:00 Travel to Site 197 0.3
7:00 7:30 Tool-Box Meeting ( Pre-Start Checks ) 544.97 0.4
7:30 8:00 Circulate & Flush Hole -Mix Muds 741.03 0.7
8:00 8:15 Drop Core Barrel & Seat
8:15 8:30 Core ( 1128m-1128.5m ) recovered 0.6m
8:30 9:30 Retrieve Core
9:30 10:15 Drop Core Barrel & Seat
10:15 11:00 Core ( 1128.5m- 1137.5m) recovered 7.88m
11:00 12:30 Retrieve Core
12:30 13:00 Circulate & Flush Hole
13:00 17:45 POOH to change drill string from Corpro to Johnsons
17:45 18:45 Travel to Dalby
18:45
Well site Visitors
From To Description
8:00 14:30 Kelvin O'Donnel (Arrow)
8:00 14:30 David Williams (Moduspec)
BHA 8.5"-3.5" core PDC bit = 66.87m
Operations for next 24hrs
Finish POOH, RIH , Drill to TD
Personnel
Arrow Drill Supervisor: Ben Ostergaard, Bob Arshid Geologist: Brendan Balmain T/A: Trevor Bourquin Earth Data: Simon Binden
ContractorDriller: Rick & Dan Johnson Trainee Driller: Offsiders: James Thiess ,Aaron Newman, Luke Johnson Safety: Don Harris CorPro:
Scott Wilkie Vause: Jeremy Foztrax; Dan Guinea
Comments
HOPELAND-17 WELL COMPLETION
5
Date
Wednesday, 20 February 2013
Hopeland-17 Daily Operations Report Weather
Muggy,Well
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
6.57m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9
13/02/2013
Biocide T
25 L
7014319.6 9/2/2013 Surface
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1144.07
PTD
1220m
14/02/2013
Biocide T
25 L
1137.50
Drilled To
1144.07
14/02/2013
Xanbore
100 Kg
RIH , Drill14/02/2013
Xanbore
45 Kg
14/02/2013
Biocide T
25 L
15/02/2013 Biocide T 25 L
Safety and Environment 15/02/2013 Xanbore 50 Kg
Last Safety Meeting: 20/02/2013 15/02/2013 Biocide T 25 L
Comments Reviewed SOP:-Electrical Safety
Bit Data
Bit # Size Type From To Hours Fluid Fluid M.W. Additives1
17" Auger 0.00 6.00 0.25 Air2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 As h, Biocide, X4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud6
7
8
9
10
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 290 Kg Citric Acid Soda Ash
Clay Master Aus-Dex Residrill Bentonite Biocide T 200 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To TypeWater
Volume (L) # BagsGrout Volume
(L) SGH2O p/bag
Chase WaterVolume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater
Volume (L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
5
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
7:00 8:00 Travel to Site 197 0.3
8:00 8:30 Tool-Box Meeting ( Pre-Start Checks ) 544.97 0.4
8:30 14:00 RIH tagged bottom @ 1137.m 741.03 0.7
14:00 17:45 Drill Production from 1137.5m-1144.07m
17:45 18:15 Circulate & Flush Well
18:15 19:15 Travel to Dalby
19:15
Well site Visitors
From To Description
BHA 8 1/2" Tri-Cone bit = 96.13m
Operations for next 24hrs
Drill to TD, Flush Well, POOH, Log
Personnel
Arrow Drill Supervisor: Ben Ostergaard, Bob Arshid Geologist: T/A: Trevor Bourquin
ContractorDriller: Rick & Dan Johnson Trainee Driller: Offsiders: James Thiess ,Aaron Newman, Luke Johnson Safety: CorPro:
Scott Wilkie Foztrax; Dan Guinea
Comments
HOPELAND-17 WELL COMPLETION
5
Date
Thursday, 21 February 2013
Hopeland-17 Daily Operations Report Weather
Hot & Muggy,Well
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
0m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9
13/02/2013
Biocide T
25 L
7014319.6 9/2/2013 Surface
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1144.07
PTD
1220m
14/02/2013
Biocide T
25 L
1144.07
Drilled To
1144.07
14/02/2013
Xanbore
100 Kg
Change Mud Pump Liner,Drill ,POOH to change Bit, RIH , POOH due to blocked bit(NPT)14/02/2013
Xanbore
45 Kg
14/02/2013
Biocide T
25 L
15/02/2013 Biocide T 25 L
Safety and Environment 15/02/2013 Xanbore 50 Kg
Last Safety Meeting: 21/02/2013 15/02/2013 Biocide T 25 L
Comments Reviewed SOP:-Changing Mud Pump Liner
Bit Data
Bit # Size Type From To Hours Fluid Fluid M.W. Additives1
17" Auger 0.00 6.00 0.25 Air2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 As h, Biocide, X4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud6
7
8
9
10
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 290 Kg Citric Acid Soda Ash
Clay Master Aus-Dex Residrill Bentonite Biocide T 200 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To TypeWater
Volume (L) # BagsGrout Volume
(L) SGH2O p/bag
Chase WaterVolume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater
Volume (L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
5
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 7:00 Travel to Site 197 0.3
7:00 7:30 Tool-Box Meeting ( Pre-Start Checks ) 544.97 0.4
7:30 8:45 Change Mud Pump Liner(NPT) 741.03 0.7
8:45 9:00 Drill Production from 1144.07m-
9:00 9:30 Circulate & Flush Well, mud turned to jelly/syrupy ,dumping mud system
9:30 9:45 POOH to change drill bit from Tri Cone to PDC, tripped out to 1048m
9:45 10:15 Mud too thick ,continue dumping mud system
10:15 13:30 Continue Tripping out
13:30 14:30 Make up BHA,Finish cleaning Mud System & Refilling with Fresh
14:30 16:30 RIH to 470m -(pump pressure up to 900psi on 70 strokes)
16:30 18:00 POOH ,due to possible blocked jet in Bit,suspect machine cuttings from newly rethreaded pipe(NPT)
18:00 19:00 Travel to Dalby
19:00
Well site Visitors
From To Description
8:30 10:30 Matt Ross (Arrow)
BHA 8 1/2" Tri-Cone bit = 96.13m
Operations for next 24hrs
RIH, Drill basement,
Personnel
Arrow Drill Supervisor: Ben Ostergaard, Bob Arshid Geologist: T/A: Trevor Bourquin
ContractorDriller: Dan Johnson Trainee Driller: Offsiders: James Thiess ,Aaron Newman, Luke Johnson Safety: Don Harris
Foztrax; Dan Guinea
Comments
HOPELAND-17 WELL COMPLETION
5
Date
Friday, 22 February 2013
Hopeland-17 Daily Operations Report Weather
Fine, cloudy a/noonWell
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
79.09m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9 22/02/2013
13/02/2013
Biocide T
25 L
7014319.6 9/2/2013 Surface
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1223.16
PTD
1220m
14/02/2013
Biocide T
25 L
1144.07
Drilled To
1223.16
14/02/2013
Xanbore
100 Kg
RIH with new Bit, Drill Basement, POOH,14/02/2013
Xanbore
45 Kg
14/02/2013
Biocide T
25 L
15/02/2013 Biocide T 25 L
Safety and Environment 15/02/2013 Xanbore 50 Kg
Last Safety Meeting: 22/02/2013 15/02/2013 Biocide T 25 L
Comments
Bit Data
Bit # Size Type From To Hours Fluid Fluid M.W. Additives1
17" Auger 0.00 6.00 0.25 Air2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 As h, Biocide, X4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud6
8 1/2" PDC 1144.07 1223.16 3.75 Mud7
8
9
10
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 290 Kg Citric Acid Soda Ash
Clay Master Aus-Dex Residrill Bentonite Biocide T 200 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To TypeWater
Volume (L) # BagsGrout Volume
(L) SGH2O p/bag
Chase WaterVolume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater
Volume (L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
6
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 7:00 Travel to Site 197 0.3
7:00 7:30 Tool-Box Meeting ( Pre-Start Checks ) 544.97 0.4
7:30 8:45 Stand by waiting on New Bit 741.03 0.7
8:45 12:30 RIH
12:30 12:45 Drill from 1144.07m-1144.85m
12:45 13:15 Mechanical Breakdown-Hydraulics problem
13:15 16:45 Drill from 1144.85m-1223.16m
16:45 17:45 Circulate & Flush
17:45 18:00 Trip out to 1203m
18:00 19:00 Travel to Dalby
19:00
Well site Visitors
From To Description
7:30 10:00 David Williams (Transpacific)
8:30 11:00 HarveyCharmok (Transpacific)
BHA 8 1/2" PDC bit = 96.13m
Operations for next 24hrs
POOH, Log Hole
Personnel
Arrow Drill Supervisor: Ben Ostergaard, Bob Arshid Geologist: T/A: Trevor Bourquin
ContractorDriller: Rick/Dan Johnson Trainee Driller: Offsiders: James Thiess ,Aaron Newman, Luke Johnson Safety:
Foztrax; Dan Guinea
Comments
HOPELAND-17 WELL COMPLETION
6
Date
Saturday, 23 February 2013
Hopeland-17 Daily Operations Report Weather
Fine,Well
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
0m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9 22/02/2013
13/02/2013
Biocide T
25 L
7014319.6 9,23,/2/2013
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1223.16
PTD
1220m
14/02/2013
Biocide T
25 L
1223.16
Drilled To
1223.16
14/02/2013
Xanbore
100 Kg
POOH, Log Hole14/02/2013
Xanbore
45 Kg
14/02/2013
Biocide T
25 L
15/02/2013 Biocide T 25 L
Safety and Environment 15/02/2013 Xanbore 50 Kg
Last Safety Meeting: 23/02/2013 15/02/2013 Biocide T 25 L
Comments Tripping Pipe,Third party contractors, Radioactive material16/02/2013 Xanbore 50 Kg16/02/2013
Biocide T
25 L
Bit Data18/02/2013
Biocide T
25 L
Bit # Size Type From To Hours Fluid Fluid M.W. Additives
18/02/2013
Biocide T
25 L
1
17" Auger 0.00 6.00 0.25 Air
19/02/2013 Biocide T 25 L
2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide
20/02/2013 Aus-Dex 50 Kg
3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 As h, Biocide, X
20/02/2013 Xanbore 25 Kg
4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud 1.07 Biocide T
20/01/1900 0 #VALUE!
5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud 1.05 us-Dex, Xanbo6
8 1/2" PDC 1144.07 1223.16 3.75 Mud7
8
9
10
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 365 Kg Citric Acid Soda Ash
Clay Master Aus-Dex 50 Kg Residrill Bentonite Biocide T 300 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To TypeWater
Volume (L) # BagsGrout Volume
(L) SGH2O p/bag
Chase WaterVolume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater
Volume (L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
6
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 7:00 Travel to Site 197 0.3
7:00 7:30 Tool-Box Meeting ( Pre-Start Checks ) 544.97 0.4
7:30 13:15 POOH 741.03 0.7
13:15 13:30 Weatherfords Safety Meeting
13:30 14:15 Rig Up for Supercombo Log Run
14:15 16:30 RIH for Supercombo Run
16:30 23:15 Supercombo Log run
23:15 23:45 Rig down Supercombo
23:45 0:00 Rig up for CMI Log Run
0:00
Well site Visitors
From To Description
7:00 9:30 David Williams (Transpacific)
7:00 9:30 HarveyCharmok (Transpacific)
10:00 Kerrod Franklin, Cayne Steele,
10:00 14:00 Lucy Roberts, Ray Frampton
BHA 8 1/2" PDC bit = 96.13m
Operations for next 24hrs
Log Hole, FRT's
Personnel
Arrow Drill Supervisor: Ben Ostergaard, Geologist: T/A: Trevor Bourquin
ContractorDriller: Rick Johnson Trainee Driller: Offsiders: James Thiess ,Aaron Newman, Christian Edmunds Safety:
Foztrax; Dan Guinea Night Shift:- Dan Johnson
Comments
HOPELAND-17 WELL COMPLETION
6
Date
Sunday, 24 February 2013
Hopeland-17 Daily Operations Report Weather
Fine,Well
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
0m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9 22/02/2013
13/02/2013
Biocide T
25 L
7014319.6 9,23-24/2/2013
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1223.16
PTD
1220m
14/02/2013
Biocide T
25 L
1223.16
Drilled To
1223.16
14/02/2013
Xanbore
100 Kg
Log Hole, FRT's14/02/2013
Xanbore
45 Kg
14/02/2013
Biocide T
25 L
15/02/2013 Biocide T 25 L
Safety and Environment 15/02/2013 Xanbore 50 Kg
Last Safety Meeting: 24/02/2013 15/02/2013 Biocide T 25 L
Comments Third party contractors, Wireline Operation16/02/2013 Xanbore 50 Kg16/02/2013
Biocide T
25 L
Bit Data18/02/2013
Biocide T
25 L
Bit # Size Type From To Hours Fluid Fluid M.W. Additives
18/02/2013
Biocide T
25 L
1
17" Auger 0.00 6.00 0.25 Air
19/02/2013 Biocide T 25 L
2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide
20/02/2013 Aus-Dex 50 Kg
3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 As h, Biocide, X
20/02/2013 Xanbore 25 Kg
4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud 1.07 Biocide T
20/01/1900 0 #VALUE!
5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud 1.05 us-Dex, Xanbo6
8 1/2" PDC 1144.07 1223.16 3.75 Mud7
8
9
10
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 365 Kg Citric Acid Soda Ash
Clay Master Aus-Dex 50 Kg Residrill Bentonite Biocide T 300 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To TypeWater
Volume (L) # BagsGrout Volume
(L) SGH2O p/bag
Chase WaterVolume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater
Volume (L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
6
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
0:00 0:15 Rig up for CMI Log Run 197 0.3
0:15 2:45 RIH for CMI Run 544.97 0.4
2:45 7:45 CMI Log run 741.03 0.7
7:45 8:15 Trip out CMI Tool
8:15 8:45 Rig down CMI
8:45 10:30 Rig Up for FRT's
10:30 10:45 Weatherfords Safety Meeting
10:45 12:00 Rig up for FRT's
12:00 12:45 RIH for FRT's , Hole bridged over @437m
12:45 13:15 Trip out CMI Tool
13:15 14:15 Rig down FRT Tools
14:15 16:45 RIH for wiper Trip ,Obstruction @ 428 m
16:45 17:15 Circulate & flush hole Work through Obstruction
17:15 18:00 Trip in to 843m
18:00 19:00 Travel to Dalby
19:00
Well site Visitors
From To Description
1:30 Kerrod Franklin, Cayne Steele, (Weatherfords)
1:10 14:30 Lucy Roberts, Ray Frampton (Weatherfords)
6:45 15:30 Mike Gibson, Peter Probst
9:00 14:30 Ray Seubelan (Weatherfords)
9:00 10:00 Glen Williams, Sal Franzi
13:00 15:15 Glen Williams, Sal Franzi
BHA 8 1/2" PDC bit = 96.13m
Operations for next 24hrs
Finish Wiper Trip, POOH,FRT's
Personnel
Arrow Drill Supervisor: Ben Ostergaard, Geologist: T/A: Trevor Bourquin
ContractorDriller: Rick Johnson Trainee Driller: Offsiders: Mick Doran, Luke Johnson, Christian Edmunds Safety:
Foztrax; Dan Guinea Night Shift:- Dan Johnson
Comments
HOPELAND-17 WELL COMPLETION
Date
MONDAY,, 25 FEBRUARY 2013Hopeland-17 Daily Operations Report Weather
Overcast, light to heavy rain all a/noonWell
Rig
Latitude
Longitude
Easting
Northing
Zone
Datum
Elevation
Current Depth
Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud Date
Surface Casing Date
TD Date
Logging Date
Rig Release Date
0m Drilling Additives
Johnson 8
8/02/2013
Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013 Xanbore 45 Kg
150*36'42.55"E 10/02/2013
9/02/2013 Biocide T 50 L
262958.9 22/02/2013
13/02/2013 Biocide T 25 L
7014319.6 9,23,24,25/2/2013
13/02/2013 Soda Ash 25 Kg
56
13/02/2013 Biocide T 25 L
GDA94
13/02/2013 Xanbore 50 Kg
313
14/02/2013 Soda Ash 50 Kg
1223.16
PTD
1220m
14/02/2013 Biocide T 25 L
1223.16
Drilled To
1223.16
14/02/2013 Xanbore 100 Kg
Finish Wiper Trip, POOH,FRT's
14/02/2013 Xanbore 45 Kg14/02/2013 Biocide T 25 L15/02/2013
Biocide T
25 L
Safety and Environment
15/02/2013
Xanbore
50 Kg
Last Safety Meeting: 25/02/2013
15/02/2013
Biocide T
25 L
Comments Tripping Pipe,Third party contractors, Wireline Operation16/02/2013 Xanbore 50 Kg16/02/2013
Biocide T
25 L
Bit Data
18/02/2013
Biocide T
25 L
Bit # Size Type From To Hours Fluid Fluid M.W. Additives
18/02/2013 Biocide T 25 L
1
17" Auger 0.00 6.00 0.25 Air
19/02/2013 Biocide T 25 L
2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide
20/02/2013 Aus-Dex 50 Kg
3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 Ash, Biocide, X
20/02/2013 Xanbore 25 Kg
4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud 1.07 Biocide T
20/01/1900 0 #VALUE!
5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud 1.05 us-Dex, Xanbor6
8 1/2" PDC 1144.07 1223.16 3.75 Mud7
8
9
10
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 365 Kg Citric Acid Soda Ash
Clay Master Aus-Dex 50 Kg Residrill Bentonite Biocide T 300 L
XCD Aus-Ben Defoamer Barite Biocide GCasing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
LinerCasing Annulus Details
Zone From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bagChase Water
Volume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
Daily Activity Summary Deviation Surveys
HOPELAND-17 WELL COMPLETION
From To Description
Depth (m) Deviation Azimuth
6:00 7:00 Travel to Site 197 0.3
7:00 7:30 Toolbox Meeting & PreStarts 544.97 0.4
7:30 8:30 Trip in from 843m-~1145m 741.03 0.7
8:30 11:45 Circulate & Flush hole & Condition Mud
11:45 16:00 POOH
16:00 16:15 Weatherfords Safety Meeting
16:15 17:45 Rig Up for FRT's
17:45 19:15 RIH FRT tools
19:15 0:00 FRT
0:00
Well site Visitors
From To Description
6:45 17:00 Mike Gibson, Peter Probst
15:15 Lucy Roberts, Ray Seubelan,Ray (Weatherfords)
15:15 21:00 Kerrod Franklin, Cayne Steele,(Weatherfords)
BHA 8 1/2" PDC bit = 96.13m
Operations for next 24hrs
Personnel
Arrow Drill Supervisor: Ben Ostergaard, Geologist: T/A: Trevor Bourquin
Contractor Driller: Rick Johnson Trainee Driller: Offsiders: Mick Doran, Luke Johnson, Christian Edmunds Safety:Foztrax; Dan Guinea Night Shift:- Dan Johnson
Comments A what a wonderful Day
HOPELAND-17 WELL COMPLETION
Date
Tuesday, 26 February 2013
Hopeland-17 Daily Operations Report Weather
OvercastWell
Rig
Latitude
Longitude
Easting
Northing
Zone
Datum
Elevation
Current Depth
Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud Date
Surface Casing Date
TD Date
Logging Date
Rig Release Date
0m Drilling Additives
Johnson 8
8/02/2013
Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013 Xanbore 45 Kg
150*36'42.55"E 10/02/2013
9/02/2013 Biocide T 50 L
262958.9 22/02/2013
13/02/2013 Biocide T 25 L
7014319.6 9,23-24/2/2013
13/02/2013 Soda Ash 25 Kg
56
13/02/2013 Biocide T 25 L
GDA94
13/02/2013 Xanbore 50 Kg
313
14/02/2013 Soda Ash 50 Kg
1223.16
PTD
1220m
14/02/2013 Biocide T 25 L
1223.16
Drilled To
1223.16
14/02/2013 Xanbore 100 Kg
FRT's
14/02/2013 Xanbore 45 Kg14/02/2013 Biocide T 25 L15/02/2013
Biocide T
25 L
Safety and Environment
15/02/2013 Xanbore 50 Kg
Last Safety Meeting: 26/02/2013
15/02/2013 Biocide T 25 L
Comments Wire line , Wet site ,16/02/2013 Xanbore 50 Kg16/02/2013
Biocide T
25 L
Bit Data
18/02/2013
Biocide T
25 L
Bit # Size Type From To Hours Fluid Fluid M.W. Additives
18/02/2013 Biocide T 25 L
1
17" Auger 0.00 6.00 0.25 Air
19/02/2013 Biocide T 25 L
2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide
20/02/2013 Aus-Dex 50 Kg
3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 Ash, Biocide, X
20/02/2013 Xanbore 25 Kg
4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud 1.07 Biocide T
20/02/2013 0 #VALUE!
5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud 1.05 us-Dex, Xanbor
22/02/2013 Biocide T 25 L
6
8 1/2" PDC 1144.07 1223.16 3.75 Mud 1.03 Biocide T
24/02/2013 Biocide T 25 L
7 25/02/2013 Biocide T 25 L
8 25/02/2013 Aus-Dex 175 Kg
9 25/02/2013 Xanbore 100 Kg
10 25/02/2013 Soda Ash 250 Kg
11
12
13
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 465 Kg Citric Acid Soda Ash
Clay Master Aus-Dex 225 Kg Residrill Bentonite Biocide T 375 L
XCD Aus-Ben Defoamer Barite Biocide GCasing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
LinerCasing Annulus Details
Zone From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bagChase Water
Volume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
0:00 6:00 FRT # 1 Continue Pumping , Resistivity is @ 1.00 Ωm 197 0.3
6:00 7:00 Travel from Dalby to site 544.97 0.4
7:00 7:15 Tool Box Meeting 741.03 0.7
7:15 8:00 Continue Pumping , Resistivity is @ 1.00 Ωm just beginning to flatten out
8:00 9:00 Continue Pumping , Resistivity is @ 1.01 Ωm
9:00 11:00 Continue Pumping , Resistivity is @ 1.04 Ωm
11:00 11:30 Pause pumping for 30min for cool down , slight increase in Res.at shut down up to 1.05Ωm
11:30 13:00 Continue pumping , Resistivity dropped to 1.03Ωm and remained steady
13:00 13:45 Stop pumping , take 2 x 500ml samples , Res.still steady at 1.03Ωm 662 lts pumped
13:45 15:15 Take samples
15:15 15:30 Deflate packers , wait 10 min for elements to relax
15:30 17:00 POOH
17:00 18:30 Change out sample chamber , Rig up to RIH for FRT # 2
18:30 19:45 RIH
19:45 20:00 Inflate packers to 1800 psi ( 1117-1123 )
20:00 20:30 Pumping @ 0.4 L/min pre-flow , Close tool for initial shut-in , Pumping @ 0.7 L/min for main-flow
20:30 21:00 Close tool for final shut-in
21:00 0:00 Begin pumping @ 0.7 L/min prior to sampling
0:00
Well site Visitors
From To Description
Mike Gibson ( Arrow Energy )
Lucy Roberts, Raymond , Jason , (Weatherfords)
Ian , Chris ( DNRM )
Glen Williams ( Arrow Energy )
David Kent ( Arrow Energy )
BHA 8 1/2" PDC bit = 96.13m
Operations for next 24hrs
FRT # 2 , # 3
Personnel
Arrow Drill Supervisor: Ben Ostergaard, Mark Austin Geologist: Peter Vobr T/A: Rick Lucas
Contractor Driller: Rick Johnson Trainee Driller: Offsiders: Safety: Foztrax; Dan Guinea Night Shift:- Dan Johnson
Comments
HOPELAND-17 WELL COMPLETION
Date
Wednesday, 27 February 2013
Hopeland-17 Daily Operations Report Weather
Overcast / Fine afternoonWell
Rig
Latitude
Longitude
Easting
Northing
Zone
Datum
Elevation
Current Depth
Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud Date
Surface Casing Date
TD Date
Logging Date
Rig Release Date
0m Drilling Additives
Johnson 8
8/02/2013
Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013 Xanbore 45 Kg
150*36'42.55"E 10/02/2013
9/02/2013 Biocide T 50 L
262958.9 22/02/2013
13/02/2013 Biocide T 25 L
7014319.6 9,23-24/2/2013
13/02/2013 Soda Ash 25 Kg
56
13/02/2013 Biocide T 25 L
GDA94
13/02/2013 Xanbore 50 Kg
313
14/02/2013 Soda Ash 50 Kg
1223.16
PTD
1220m
14/02/2013 Biocide T 25 L
1223.16
Drilled To
1223.16
14/02/2013 Xanbore 100 Kg
FRT # 2 , # 3
14/02/2013 Xanbore 45 Kg14/02/2013 Biocide T 25 L15/02/2013
Biocide T
25 L
Safety and Environment
15/02/2013 Xanbore 50 Kg
Last Safety Meeting: 27/02/2013
15/02/2013 Biocide T 25 L
Comments FRT testing , Wet site , Road Travel16/02/2013 Xanbore 50 Kg16/02/2013
Biocide T
25 L
Bit Data
18/02/2013
Biocide T
25 L
Bit # Size Type From To Hours Fluid Fluid M.W. Additives
18/02/2013 Biocide T 25 L
1
17" Auger 0.00 6.00 0.25 Air
19/02/2013 Biocide T 25 L
2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide
20/02/2013 Aus-Dex 50 Kg
3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 Ash, Biocide, X
20/02/2013 Xanbore 25 Kg
4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud 1.07 Biocide T
20/02/2013 0 #VALUE!
5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud 1.05 us-Dex, Xanbor
22/02/2013 Biocide T 25 L
6
8 1/2" PDC 1144.07 1223.16 3.75 Mud 1.03 Biocide T
24/02/2013 Biocide T 25 L
7 25/02/2013 Biocide T 25 L
8 25/02/2013 Aus-Dex 175 Kg
9 25/02/2013 Xanbore 100 Kg
10 25/02/2013 Soda Ash 250 Kg
11
12
13
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 465 Kg Citric Acid Soda Ash
Clay Master Aus-Dex 225 Kg Residrill Bentonite Biocide T 375 L
XCD Aus-Ben Defoamer Barite Biocide GCasing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
LinerCasing Annulus Details
Zone From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bagChase Water
Volume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
0:00 3:15 Pumping @ 0.7 L/min proir to sampling 197 0.3
3:15 3:45 Pause pumping for 30 min for cool down , slight increase in Res.at shutdown 544.97 0.4
3:45 6:00 Clean up pumping continues , Res.0.84Ωm 741.03 0.7
6:00 7:00 Crew Change ( Tool Box Meeting ) continue pumping Res.now @ 0.84Ωm
7:00 8:00 Continue pumping , Res.@ 0.86Ωm
8:00 9:00 Continue pumping , Res.@ 0.87Ωm
9:00 10:00 Continue pumping , Res.@ 0.87Ωm
10:00 10:30 Continue pumping , Res.@ 0.87Ωm
10:30 11:00 Shut down pump , Res. Increased to 0.88Ωm
11:00 12:00 Continue pumping , Res.@ 0.87Ωm , 462lts pumped in total
12:00 13:00 Continue pumping , Res.@ 0.87Ωm
13:00 14:00 Continue pumping , Res.increased to 0.88Ωm , 540lts pumped
14:00 16:00 Continue pumping , Res. Dropped to 0.86Ωm came back to 0.87Ωm , 665 lts pumped 20 lts to go
16:00 17:00 Pumped 680 lts. , Stopped pumping to take samples
17:00 17:15 Deflate packers , wait 10 min for element to relax
17:15 18:30 POOH
18:30 20:15 RIH for FRT test # 3
20:15 20:45 Inflate packers ( 659.5-665.5 )
20:45 21:00 Pumping @ 0.4 L/min for pre-flow , Close tool for initial shut-in
21:00 21:30 Pumping @ 0.7 L/min for main-flow , Close tool for final shut-in
21:30 0:00 Begin pumping @ 0.7 L/min for clean-up flow prior to sampling
0:00
Well site Visitors
From To Description
Mike Gibson ( Arrow Energy )
Lucy Roberts, Raymond , Jason , (Weatherfords)
David Kent ( Arrow Energy )
BHA 8 1/2" PDC bit = 96.13m
Operations for next 24hrs
Finish FRT test # 3
Personnel
Arrow Drill Supervisor: Mark Austin Geologist: Peter Vobr T/A: Rick Lucas
Contractor Driller: Rick Johnson Trainee Driller: Steven Sbeghen Offsiders: Mick Doran , Christian Edmunds Safety: Foztrax; Dan Guinea Night Shift:-Dan Johnson
Comments
HOPELAND-17 WELL COMPLETION
Date
Thursday, 28 February 2013
Hopeland-17 Daily Operations Report Weather
FineWell
Rig
Latitude
Longitude
Easting
Northing
Zone
Datum
Elevation
Current Depth
Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud Date
Surface Casing Date
TD Date
Logging Date
Rig Release Date
0m Drilling Additives
Johnson 8
8/02/2013
Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013 Xanbore 45 Kg
150*36'42.55"E 10/02/2013
9/02/2013 Biocide T 50 L
262958.9 22/02/2013
13/02/2013 Biocide T 25 L
7014319.6 9,23-24/2/2013
13/02/2013 Soda Ash 25 Kg
56
13/02/2013 Biocide T 25 L
GDA94
13/02/2013 Xanbore 50 Kg
313
14/02/2013 Soda Ash 50 Kg
1223.16
PTD
1220m
14/02/2013 Biocide T 25 L
1223.16
Drilled To
1223.16
14/02/2013 Xanbore 100 Kg
Finish testing FRT # 3
14/02/2013 Xanbore 45 Kg14/02/2013 Biocide T 25 L15/02/2013
Biocide T
25 L
Safety and Environment
15/02/2013 Xanbore 50 Kg
Last Safety Meeting: 28/02/2013
15/02/2013 Biocide T 25 L
Comments FRT testing , Wet site , Road Travel16/02/2013 Xanbore 50 Kg16/02/2013
Biocide T
25 L
Bit Data
18/02/2013
Biocide T
25 L
Bit # Size Type From To Hours Fluid Fluid M.W. Additives
18/02/2013 Biocide T 25 L
1
17" Auger 0.00 6.00 0.25 Air
19/02/2013 Biocide T 25 L
2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide
20/02/2013 Aus-Dex 50 Kg
3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 Ash, Biocide, X
20/02/2013 Xanbore 25 Kg
4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud 1.07 Biocide T
20/02/2013 0 #VALUE!
5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud 1.05 us-Dex, Xanbor
22/02/2013 Biocide T 25 L
6
8 1/2" PDC 1144.07 1223.16 3.75 Mud 1.03 Biocide T
24/02/2013 Biocide T 25 L
7 25/02/2013 Biocide T 25 L
8 25/02/2013 Aus-Dex 175 Kg
9 25/02/2013 Xanbore 100 Kg
10 25/02/2013 Soda Ash 250 Kg
11
12
13
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 465 Kg Citric Acid Soda Ash
Clay Master Aus-Dex 225 Kg Residrill Bentonite Biocide T 375 L
XCD Aus-Ben Defoamer Barite Biocide GCasing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
LinerCasing Annulus Details
Zone From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bagChase Water
Volume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
0:00 5:30 Pumping @ 0.7 L/min for clean-up flow prior to sampling 197 0.3
5:30 6:00 289.5 lts.pumped , Pumping continues with steady Res.increase now @ 1.17Ωm 544.97 0.4
6:00 7:00 Crew Change ( Tool box Meeting ) continue pumping Res.@ 1.24Ωm 741.03 0.7
7:00 8:00 Continue Pumping , Resistivity @ 1.32Ωm , 375lts Pumped
8:00 9:00 Continue Pumping , Resistivity @ 1.41Ωm , 413lts Pumped
9:00 10:00 Continue Pumping , Resistivity @ 1.46Ωm , 449lts Pumped
10:00 11:00 Continue Pumping , Resistivity @ 1.51Ωm , 464lts Pumped
11:00 12:00 Continue Pumping , Resistivity @ 1.53Ωm , 518lts Pumped
12:00 13:00 Continue Pumping , Resistivity @ 1.57Ωm , 552lts Pumped in Total
13:00 14:00 Continue Pumping , Resistivity reading appears to be faulty,has jumped to 1.91Ωm,580lts pumped
14:00 15:00 Continue Pumping , Resistivity increased to 3.6Ωm , 587lts Pumped
15:00 16:00 Pump RPM & Capacitor readings seem anomalous , Probable Down hole issue
16:00 16:45 Continue Pumping until x 3 interval volume leval is reached
16:45 18:00 Take 3 x 300ml non-PVT formation fluid samples
18:00 18:30 POOH
18:30 18:45 Take 2 x 1000ml fresh mud samples from flow line for libratory comparison
18:45 20:15 Rig out & lay down FRT tools at surface
20:15 20:45 Retrieve 3 x 300ml DH sample chambers & verify 3.03Ωm with Fann Resistivity meter at surface
20:45 22:00 Rig down Weatherford
22:00 23:00 Travel back to Dalby
23:00
Well site Visitors
From To Description
Mike Gibson ( Arrow Energy )
Lucy Roberts, Raymond , Jason , (Weatherfords)
Les Friske ( Arrow Energy )
Laurie Robertson , Chris Dixson ( Drop Audit )
David Kent ( Arrow Energy )
BHA 8 1/2" PDC bit = 96.13m
Operations for next 24hrs
Plug back to base of Huttons
Personnel
Arrow Drill Supervisor: Mark Austin Geologist: Peter Vobr T/A: Rick Lucas
Contractor Driller: Rick Johnson Trainee Driller: Steven Sbeghen Offsiders: Mick Doran , Christian Edmunds Safety: Don Harris Foztrax; Dan GuineaNight Shift:- Dan Johnson
Comments
HOPELAND-17 WELL COMPLETION
Date
Friday, 1 March 2013
Hopeland-17 Daily Operations Report Weather
RainingWell
Rig
Latitude
Longitude
Easting
Northing
Zone
Datum
Elevation
Current Depth
Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud Date
Surface Casing Date
TD Date
Logging Date
Rig Release Date
0m Drilling Additives
Johnson 8
8/02/2013
Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013 Xanbore 45 Kg
150*36'42.55"E 10/02/2013
9/02/2013 Biocide T 50 L
262958.9 22/02/2013
13/02/2013 Biocide T 25 L
7014319.6 9,23-24/2/2013
13/02/2013 Soda Ash 25 Kg
56
13/02/2013 Biocide T 25 L
GDA94
13/02/2013 Xanbore 50 Kg
313
14/02/2013 Soda Ash 50 Kg
1223.16
PTD
1220m
14/02/2013 Biocide T 25 L
1223.16
Drilled To
1223.16
14/02/2013 Xanbore 100 Kg
Wet Weather Stand-by
14/02/2013 Xanbore 45 Kg14/02/2013 Biocide T 25 L15/02/2013
Biocide T
25 L
Safety and Environment
15/02/2013 Xanbore 50 Kg
Last Safety Meeting: 28/02/2013
15/02/2013 Biocide T 25 L
Comments No Drill crew on site today ( No TBM )16/02/2013 Xanbore 50 Kg16/02/2013
Biocide T
25 L
Bit Data
18/02/2013
Biocide T
25 L
Bit # Size Type From To Hours Fluid Fluid M.W. Additives
18/02/2013 Biocide T 25 L
1
17" Auger 0.00 6.00 0.25 Air
19/02/2013 Biocide T 25 L
2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide
20/02/2013 Aus-Dex 50 Kg
3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 Ash, Biocide, X
20/02/2013 Xanbore 25 Kg
4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud 1.07 Biocide T
20/02/2013 0 #VALUE!
5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud 1.05 us-Dex, Xanbor
22/02/2013 Biocide T 25 L
6
8 1/2" PDC 1144.07 1223.16 3.75 Mud 1.03 Biocide T
24/02/2013 Biocide T 25 L
7 25/02/2013 Biocide T 25 L
8 25/02/2013 Aus-Dex 175 Kg
9 25/02/2013 Xanbore 100 Kg
10 25/02/2013 Soda Ash 250 Kg
11
12
13
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 465 Kg Citric Acid Soda Ash
Clay Master Aus-Dex 225 Kg Residrill Bentonite Biocide T 375 L
XCD Aus-Ben Defoamer Barite Biocide GCasing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
LinerCasing Annulus Details
Zone From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bagChase Water
Volume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 18:00 Wet Weather Stand-by 197 0.3
18:00 544.97 0.4
741.03 0.7
Heavy rain at times
Site very wet
Site access restricted to light vehicles only & 20 kl/hr
Well site Visitors
From To Description
BHA 8 1/2" PDC bit = 96.13m
Operations for next 24hrs
Depending on Weather & access conditions - ; Wet Weather Stand-by , RIH for Plug back.
Personnel
Arrow Drill Supervisor: Mark Austin Geologist: Peter Vobr T/A: Rick Lucas
Contractor Driller: Rick Johnson Trainee Driller: Steven Sbeghen Offsiders: Mick Doran , Christian Edmunds Safety: Don Harris Foztrax; Dan GuineaNight Shift:- Dan Johnson
Comments
HOPELAND-17 WELL COMPLETION
Date
Saturday, 2 March 2013
Hopeland-17 Daily Operations Report Weather
RainingWell
Rig
Latitude
Longitude
Easting
Northing
Zone
Datum
Elevation
Current Depth
Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud Date
Surface Casing Date
TD Date
Logging Date
Rig Release Date
0m Drilling Additives
Johnson 8
8/02/2013
Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013 Xanbore 45 Kg
150*36'42.55"E 10/02/2013
9/02/2013 Biocide T 50 L
262958.9 22/02/2013
13/02/2013 Biocide T 25 L
7014319.6 9,23-24/2/2013
13/02/2013 Soda Ash 25 Kg
56
13/02/2013 Biocide T 25 L
GDA94
13/02/2013 Xanbore 50 Kg
313
14/02/2013 Soda Ash 50 Kg
1223.16
PTD
1220m
14/02/2013 Biocide T 25 L
1223.16
Drilled To
1223.16
14/02/2013 Xanbore 100 Kg
Wet Weather Stand-by
14/02/2013 Xanbore 45 Kg14/02/2013 Biocide T 25 L15/02/2013
Biocide T
25 L
Safety and Environment
15/02/2013 Xanbore 50 Kg
Last Safety Meeting: 28/02/2013
15/02/2013 Biocide T 25 L
Comments No access to site ( No TBM )16/02/2013 Xanbore 50 Kg16/02/2013
Biocide T
25 L
Bit Data
18/02/2013
Biocide T
25 L
Bit # Size Type From To Hours Fluid Fluid M.W. Additives
18/02/2013 Biocide T 25 L
1
17" Auger 0.00 6.00 0.25 Air
19/02/2013 Biocide T 25 L
2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide
20/02/2013 Aus-Dex 50 Kg
3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 Ash, Biocide, X
20/02/2013 Xanbore 25 Kg
4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud 1.07 Biocide T
20/02/2013 0 #VALUE!
5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud 1.05 us-Dex, Xanbor
22/02/2013 Biocide T 25 L
6
8 1/2" PDC 1144.07 1223.16 3.75 Mud 1.03 Biocide T
24/02/2013 Biocide T 25 L
7 25/02/2013 Biocide T 25 L
8 25/02/2013 Aus-Dex 175 Kg
9 25/02/2013 Xanbore 100 Kg
10 25/02/2013 Soda Ash 250 Kg
11
12
13
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 465 Kg Citric Acid Soda Ash
Clay Master Aus-Dex 225 Kg Residrill Bentonite Biocide T 375 L
XCD Aus-Ben Defoamer Barite Biocide GCasing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
LinerCasing Annulus Details
Zone From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bagChase Water
Volume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 18:00 Wet Weather Stand-by 197 0.3
18:00 544.97 0.4
741.03 0.7
No Access to Site because of wet weather
Well site Visitors
From To Description
BHA 8 1/2" PDC bit = 96.13m
Operations for next 24hrs
Depending on Weather & access conditions - ; Wet Weather Stand-by , RIH for Plug back.
Personnel
Arrow Drill Supervisor: Mark Austin Geologist: Peter Vobr T/A: Rick Lucas
Contractor Driller: Rick Johnson Trainee Driller: Steven Sbeghen Offsiders: Mick Doran , Christian Edmunds Safety: Don Harris Foztrax; Dan GuineaNight Shift:- Dan Johnson
Comments
HOPELAND-17 WELL COMPLETION
Date
Sunday, 3 March 2013
Hopeland-17 Daily Operations Report Weather
Overcast / showeringWell
Rig
Latitude
Longitude
Easting
Northing
Zone
Datum
Elevation
Current Depth
Drilled From
Daily Ops Summary
Hopeland-17
Daily Meterage
Rig Mobilisation Date
Spud Date
Surface Casing Date
TD Date
Logging Date
Rig Release Date
0m Drilling Additives
Johnson 8
8/02/2013
Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013 Xanbore 45 Kg
150*36'42.55"E 10/02/2013
9/02/2013 Biocide T 50 L
262958.9 22/02/2013
13/02/2013 Biocide T 25 L
7014319.6 9,23-24/2/2013
13/02/2013 Soda Ash 25 Kg
56
13/02/2013 Biocide T 25 L
GDA94
13/02/2013 Xanbore 50 Kg
313
14/02/2013 Soda Ash 50 Kg
1223.16
PTD
1220m
14/02/2013 Biocide T 25 L
1223.16
Drilled To
1223.16
14/02/2013 Xanbore 100 Kg
Wet Weather Stand-by
14/02/2013 Xanbore 45 Kg14/02/2013 Biocide T 25 L15/02/2013
Biocide T
25 L
Safety and Environment
15/02/2013 Xanbore 50 Kg
Last Safety Meeting: 28/02/2013
15/02/2013 Biocide T 25 L
Comments No access to site ( No TBM )16/02/2013 Xanbore 50 Kg16/02/2013
Biocide T
25 L
Bit Data
18/02/2013
Biocide T
25 L
Bit # Size Type From To Hours Fluid Fluid M.W. Additives
18/02/2013 Biocide T 25 L
1
17" Auger 0.00 6.00 0.25 Air
19/02/2013 Biocide T 25 L
2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide
20/02/2013 Aus-Dex 50 Kg
3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 Ash, Biocide, X
20/02/2013 Xanbore 25 Kg
4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud 1.07 Biocide T
20/02/2013 0 #VALUE!
5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud 1.05 us-Dex, Xanbor
22/02/2013 Biocide T 25 L
6
8 1/2" PDC 1144.07 1223.16 3.75 Mud 1.03 Biocide T
24/02/2013 Biocide T 25 L
7 25/02/2013 Biocide T 25 L
8 25/02/2013 Aus-Dex 175 Kg
9 25/02/2013 Xanbore 100 Kg
10 25/02/2013 Soda Ash 250 Kg
11
12
13
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 465 Kg Citric Acid Soda Ash
Clay Master Aus-Dex 225 Kg Residrill Bentonite Biocide T 375 L
XCD Aus-Ben Defoamer Barite Biocide GCasing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
LinerCasing Annulus Details
Zone From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bagChase Water
Volume (L) Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
Plug Details
From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
HOPELAND-17 WELL COMPLETION
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 18:00 Wet Weather Stand-by 197 0.3
18:00 544.97 0.4
741.03 0.7
No Access to Site because of wet weather & flooded roads
Well site Visitors
From To Description
BHA 8 1/2" PDC bit = 96.13m
Operations for next 24hrs
Depending on Weather & access conditions - ; Wet Weather Stand-by , RIH for Plug back.
Personnel
Arrow Drill Supervisor: Mark Austin Geologist: Peter Vobr T/A: Rick Lucas
Contractor Driller: Rick Johnson Trainee Driller: Steven Sbeghen Offsiders: Mick Doran , Christian Edmunds Safety: Don Harris Foztrax; Dan GuineaNight Shift:- Dan Johnson
Comments
HOPELAND-17 WELL COMPLETION
7
Date
Monday, 4 March 2013
Hopeland-17 Daily Operations Report Weather
Overcast
Well
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17 Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
0m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9 22/02/2013
13/02/2013
Biocide T
25 L
7014319.6 9,23-24/2/2013
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1223.16
PTD
1220m
14/02/2013
Biocide T
25 L
1223.16
Drilled To
1223.16
14/02/2013
Xanbore
100 Kg
Wet Weather Stand-by
14/02/2013
Xanbore
45 Kg
14/02/2013
Biocide T
25 L
15/02/2013 Biocide T 25 L
Safety and Environment15/02/2013
Xanbore
50 Kg
Last Safety Meeting: 28/02/2013
15/02/2013
Biocide T
25 L
Comments No access to site ( No TBM )16/02/2013
Xanbore
50 Kg
16/02/2013 Biocide T 25 L
Bit Data 18/02/2013 Biocide T 25 L
Bit # Size Type From To Hours Fluid Fluid M.W. Additives
18/02/2013
Biocide T
25 L
1
17" Auger 0.00 6.00 0.25 Air
19/02/2013
Biocide T
25 L
2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide
20/02/2013
Aus-Dex
50 Kg
3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 Ash, Biocide, Xa
20/02/2013
Xanbore
25 Kg
4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud 1.07 Biocide T
20/02/2013
0
#VALUE!
5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud 1.05 us-Dex, Xanbor
22/02/2013
Biocide T
25 L
6
8 1/2" PDC 1144.07 1223.16 3.75 Mud 1.03 Biocide T
24/02/2013
Biocide T
25 L
7 25/02/2013
Biocide T
25 L
8 25/02/2013
Aus-Dex
175 Kg
9 25/02/2013
Xanbore
100 Kg
10 25/02/2013
Soda Ash
250 Kg
11
12
13
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 465 Kg Citric Acid Soda Ash
Clay Master Aus-Dex 225 Kg Residrill Bentonite Biocide T 375 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To Type Water Volume(L)
# Bags Grout Volume(L)
SGH2O p/bag
Chase WaterVolume (L)
Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
HOPELAND-17 WELL COMPLETION
8
Plug Details
From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 18:00 Wet Weather Stand-by 197 0.3
18:00 544.97 0.4
741.03 0.7
No Access to Site because of wet weather & flooded roads
Well site Visitors
From To Description
BHA 8 1/2" PDC bit = 96.13m
Operations for next 24hrs
Depending on Weather & access conditions - ; Wet Weather Stand-by , RIH for Plug back.
Personnel
Arrow Drill Supervisor: Mark Austin Geologist: Peter Vobr T/A: Rick Lucas
ContractorDriller: Rick Johnson Trainee Driller: Steven Sbeghen Offsiders: Mick Doran , Christian Edmunds Safety: Don Harris Foztrax; Dan Guinea
Night Shift:- Dan Johnson
Comments
HOPELAND-17 WELL COMPLETION
8
Date
Tuesday, 5 March 2013
Hopeland-17 Daily Operations Report Weather
Overcast
Well
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17 Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
0m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9 22/02/2013
13/02/2013
Biocide T
25 L
7014319.6 9,23-24/2/2013
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1223.16
PTD
1220m
14/02/2013
Biocide T
25 L
1223.16
Drilled To
1223.16
14/02/2013
Xanbore
100 Kg
Wet Weather Stand-by
14/02/2013
Xanbore
45 Kg
14/02/2013
Biocide T
25 L
15/02/2013 Biocide T 25 L
Safety and Environment15/02/2013
Xanbore
50 Kg
Last Safety Meeting: 28/02/2013
15/02/2013
Biocide T
25 L
Comments No access to site ( No TBM )16/02/2013
Xanbore
50 Kg
16/02/2013 Biocide T 25 L
Bit Data 18/02/2013 Biocide T 25 L
Bit # Size Type From To Hours Fluid Fluid M.W. Additives
18/02/2013
Biocide T
25 L
1
17" Auger 0.00 6.00 0.25 Air
19/02/2013
Biocide T
25 L
2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide
20/02/2013
Aus-Dex
50 Kg
3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 Ash, Biocide, Xa
20/02/2013
Xanbore
25 Kg
4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud 1.07 Biocide T
20/02/2013
0
#VALUE!
5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud 1.05 us-Dex, Xanbor
22/02/2013
Biocide T
25 L
6
8 1/2" PDC 1144.07 1223.16 3.75 Mud 1.03 Biocide T
24/02/2013
Biocide T
25 L
7 25/02/2013
Biocide T
25 L
8 25/02/2013
Aus-Dex
175 Kg
9 25/02/2013
Xanbore
100 Kg
10 25/02/2013
Soda Ash
250 Kg
11
12
13
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 465 Kg Citric Acid Soda Ash
Clay Master Aus-Dex 225 Kg Residrill Bentonite Biocide T 375 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To Type Water Volume(L)
# Bags Grout Volume(L)
SGH2O p/bag
Chase WaterVolume (L)
Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
HOPELAND-17 WELL COMPLETION
8
Plug Details
From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 18:00 Wet Weather Stand-by 197 0.3
18:00 544.97 0.4
741.03 0.7
No Access to Site because of wet weather & flooded roads
Well site Visitors
From To Description
BHA 8 1/2" PDC bit = 96.13m
Operations for next 24hrs
Depending on Weather & access conditions - ; Wet Weather Stand-by , RIH for Plug back.
Personnel
Arrow Drill Supervisor: Mark Austin Geologist: Peter Vobr T/A: Rick Lucas
ContractorDriller: Rick Johnson Trainee Driller: Steven Sbeghen Offsiders: Mick Doran , Christian Edmunds Safety: Don Harris Foztrax; Dan Guinea
Night Shift:- Dan Johnson
Comments
HOPELAND-17 WELL COMPLETION
8
Date
Wednesday, 6 March 2013
Hopeland-17 Daily Operations Report Weather
Overcast
Well
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17 Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
0m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9 22/02/2013
13/02/2013
Biocide T
25 L
7014319.6 9,23-24/2/2013
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1223.16
PTD
1220m
14/02/2013
Biocide T
25 L
1223.16
Drilled To
1223.16
14/02/2013
Xanbore
100 Kg
Wet Weather Stand-by
14/02/2013
Xanbore
45 Kg
14/02/2013
Biocide T
25 L
15/02/2013 Biocide T 25 L
Safety and Environment15/02/2013
Xanbore
50 Kg
Last Safety Meeting: 28/02/2013
15/02/2013
Biocide T
25 L
Comments No access to site ( No TBM )16/02/2013
Xanbore
50 Kg
16/02/2013 Biocide T 25 L
Bit Data 18/02/2013 Biocide T 25 L
Bit # Size Type From To Hours Fluid Fluid M.W. Additives
18/02/2013
Biocide T
25 L
1
17" Auger 0.00 6.00 0.25 Air
19/02/2013
Biocide T
25 L
2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide
20/02/2013
Aus-Dex
50 Kg
3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 Ash, Biocide, Xa
20/02/2013
Xanbore
25 Kg
4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud 1.07 Biocide T
20/02/2013
0
#VALUE!
5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud 1.05 us-Dex, Xanbor
22/02/2013
Biocide T
25 L
6
8 1/2" PDC 1144.07 1223.16 3.75 Mud 1.03 Biocide T
24/02/2013
Biocide T
25 L
7 25/02/2013
Biocide T
25 L
8 25/02/2013
Aus-Dex
175 Kg
9 25/02/2013
Xanbore
100 Kg
10 25/02/2013
Soda Ash
250 Kg
11
12
13
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 465 Kg Citric Acid Soda Ash
Clay Master Aus-Dex 225 Kg Residrill Bentonite Biocide T 375 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To Type Water Volume(L)
# Bags Grout Volume(L)
SGH2O p/bag
Chase WaterVolume (L)
Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
HOPELAND-17 WELL COMPLETION
8
Plug Details
From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 18:00 Wet Weather Stand-by 197 0.3
18:00 544.97 0.4
741.03 0.7
No Access to Site because of wet weather & flooded roads
May be able to start pumping water off access road tomorrow for access on ( Friday or Saturday )
Well site Visitors
From To Description
BHA 8 1/2" PDC bit = 96.13m
Operations for next 24hrs
Wet Weather Stand-by
Personnel
Arrow Drill Supervisor: Mark Austin Geologist: Peter Vobr T/A: Rick Lucas
ContractorDriller: Rick Johnson Trainee Driller: Steven Sbeghen Offsiders: Mick Doran , Christian Edmunds Safety: Don Harris Foztrax; Dan Guinea
Night Shift:- Dan Johnson
Comments
HOPELAND-17 WELL COMPLETION
8
Date
Thursday, 7 March 2013
Hopeland-17 Daily Operations Report Weather
Overcast / Fine
Well
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17 Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
0m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9 22/02/2013
13/02/2013
Biocide T
25 L
7014319.6 9,23-24/2/2013
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1223.16
PTD
1220m
14/02/2013
Biocide T
25 L
1223.16
Drilled To
1223.16
14/02/2013
Xanbore
100 Kg
Wet Weather Stand-by
14/02/2013
Xanbore
45 Kg
14/02/2013
Biocide T
25 L
15/02/2013 Biocide T 25 L
Safety and Environment15/02/2013
Xanbore
50 Kg
Last Safety Meeting: 28/02/2013
15/02/2013
Biocide T
25 L
Comments No access to site ( No TBM )16/02/2013
Xanbore
50 Kg
16/02/2013 Biocide T 25 L
Bit Data 18/02/2013 Biocide T 25 L
Bit # Size Type From To Hours Fluid Fluid M.W. Additives
18/02/2013
Biocide T
25 L
1
17" Auger 0.00 6.00 0.25 Air
19/02/2013
Biocide T
25 L
2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide
20/02/2013
Aus-Dex
50 Kg
3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 Ash, Biocide, Xa
20/02/2013
Xanbore
25 Kg
4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud 1.07 Biocide T
20/02/2013
0
#VALUE!
5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud 1.05 us-Dex, Xanbor
22/02/2013
Biocide T
25 L
6
8 1/2" PDC 1144.07 1223.16 3.75 Mud 1.03 Biocide T
24/02/2013
Biocide T
25 L
7 25/02/2013
Biocide T
25 L
8 25/02/2013
Aus-Dex
175 Kg
9 25/02/2013
Xanbore
100 Kg
10 25/02/2013
Soda Ash
250 Kg
11
12
13
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 465 Kg Citric Acid Soda Ash
Clay Master Aus-Dex 225 Kg Residrill Bentonite Biocide T 375 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To Type Water Volume(L)
# Bags Grout Volume(L)
SGH2O p/bag
Chase WaterVolume (L)
Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
HOPELAND-17 WELL COMPLETION
8
Plug Details
From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 18:00 Wet Weather Stand-by 197 0.3
18:00 544.97 0.4
741.03 0.7
No Access to Site because of wet weather & flooded roads
Well site Visitors
From To Description
BHA 8 1/2" PDC bit = 96.13m
Operations for next 24hrs
Wet Weather Stand-by ( Pump water access road & Site )
Personnel
Arrow Drill Supervisor: Mark Austin Geologist: Andrea Mulhare T/A: Rick Lucas
ContractorDriller: Rick Johnson Trainee Driller: Steven Sbeghen Offsiders: Mick Doran , Christian Edmunds Safety: Don Harris Foztrax; Dan Guinea
Night Shift:- Dan Johnson
Comments
HOPELAND-17 WELL COMPLETION
8
Date
Friday, 8 March 2013
Hopeland-17 Daily Operations Report Weather
Overcast / Fine
Well
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17 Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
0m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9 22/02/2013
13/02/2013
Biocide T
25 L
7014319.6 9,23-24/2/2013
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1223.16
PTD
1220m
14/02/2013
Biocide T
25 L
1223.16
Drilled To
1223.16
14/02/2013
Xanbore
100 Kg
Wet Weather Stand-by
14/02/2013
Xanbore
45 Kg
14/02/2013
Biocide T
25 L
15/02/2013 Biocide T 25 L
Safety and Environment15/02/2013
Xanbore
50 Kg
Last Safety Meeting: 28/02/2013
15/02/2013
Biocide T
25 L
Comments16/02/2013
Xanbore
50 Kg
16/02/2013 Biocide T 25 L
Bit Data 18/02/2013 Biocide T 25 L
Bit # Size Type From To Hours Fluid Fluid M.W. Additives
18/02/2013
Biocide T
25 L
1
17" Auger 0.00 6.00 0.25 Air
19/02/2013
Biocide T
25 L
2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide
20/02/2013
Aus-Dex
50 Kg
3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 Ash, Biocide, Xa
20/02/2013
Xanbore
25 Kg
4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud 1.07 Biocide T
20/02/2013
0
#VALUE!
5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud 1.05 us-Dex, Xanbor
22/02/2013
Biocide T
25 L
6
8 1/2" PDC 1144.07 1223.16 3.75 Mud 1.03 Biocide T
24/02/2013
Biocide T
25 L
7 25/02/2013
Biocide T
25 L
8 25/02/2013
Aus-Dex
175 Kg
9 25/02/2013
Xanbore
100 Kg
10 25/02/2013
Soda Ash
250 Kg
11
12
13
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 465 Kg Citric Acid Soda Ash
Clay Master Aus-Dex 225 Kg Residrill Bentonite Biocide T 375 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To Type Water Volume(L)
# Bags Grout Volume(L)
SGH2O p/bag
Chase WaterVolume (L)
Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
HOPELAND-17 WELL COMPLETION
8
Plug Details
From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 18:00 Wet Weather Stand-by 197 0.3
18:00 544.97 0.4
741.03 0.7
Restricted Access to Site because of wet roads Light Vehicles ONLY
Pumping water off Road
Well site Visitors
From To Description
BHA 8 1/2" PDC bit = 96.13m
Operations for next 24hrs
Wet Weather Stand-by ( Pump water access road )
Personnel
Arrow Drill Supervisor: Mark Austin Geologist: Andrea Mulhare T/A: Rick Lucas
ContractorDriller: Rick Johnson Trainee Driller: Steven Sbeghen Offsiders: Mick Doran , Christian Edmunds Safety: Don Harris Foztrax; Dan Guinea
Night Shift:- Dan Johnson
Comments
HOPELAND-17 WELL COMPLETION
8
Date
Saturday, 9 March 2013
Hopeland-17 Daily Operations Report Weather
Overcast / Lite Showers
Well
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17 Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
0m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9 22/02/2013
13/02/2013
Biocide T
25 L
7014319.6 9,23-24/2/2013
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1223.16
PTD
1220m
14/02/2013
Biocide T
25 L
1223.16
Drilled To
1223.16
14/02/2013
Xanbore
100 Kg
Wet Weather Stand-by , Strap Drill Pipe , RIH , Circulate & Clean Hole
14/02/2013
Xanbore
45 Kg
14/02/2013
Biocide T
25 L
15/02/2013 Biocide T 25 L
Safety and Environment15/02/2013
Xanbore
50 Kg
Last Safety Meeting: 9/03/2013
15/02/2013
Biocide T
25 L
Comments16/02/2013
Xanbore
50 Kg
16/02/2013 Biocide T 25 L
Bit Data 18/02/2013 Biocide T 25 L
Bit # Size Type From To Hours Fluid Fluid M.W. Additives
18/02/2013
Biocide T
25 L
1
17" Auger 0.00 6.00 0.25 Air
19/02/2013
Biocide T
25 L
2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide
20/02/2013
Aus-Dex
50 Kg
3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 Ash, Biocide, Xa
20/02/2013
Xanbore
25 Kg
4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud 1.07 Biocide T
20/02/2013
0
#VALUE!
5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud 1.05 us-Dex, Xanbor
22/02/2013
Biocide T
25 L
6
8 1/2" PDC 1144.07 1223.16 3.75 Mud 1.03 Biocide T
24/02/2013
Biocide T
25 L
7 25/02/2013
Biocide T
25 L
8 25/02/2013
Aus-Dex
175 Kg
9 25/02/2013
Xanbore
100 Kg
10 25/02/2013
Soda Ash
250 Kg
11
12
13
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 465 Kg Citric Acid Soda Ash
Clay Master Aus-Dex 225 Kg Residrill Bentonite Biocide T 375 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To Type Water Volume(L)
# Bags Grout Volume(L)
SGH2O p/bag
Chase WaterVolume (L)
Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
HOPELAND-17 WELL COMPLETION
9
Plug Details
From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 7:00 Travel to site 197 0.3
7:00 7:15 Tool Box Meeting 544.97 0.4
7:15 10:30 Pumping water off Road 741.03 0.7
10:30 10:45 Strap 3 1/2" drill pipe ( 25 lengths ) ( Wiper Trip )
10:45 11:45 RIH with 3 1/2" drill string ( 25 lengths ) ( Wiper Trip )
11:45 12:15 Strap 3 1/2" drill pipe ( 36 lengths ) ( Wiper Trip )
12:15 13:30 RIH with 3 1/2" drill string ( 36 lengths ) ( Wiper Trip )
13:30 16:00 RIH with 4 1/2" drill string to 1187mts ( Wiper Trip )
16:00 16:15 Secure Well
16:15 18:00 Pumping water off Road ( Rig Maintenance )
18:00 19:00 Travel back to Dalby
19:00
Wet Weather Stand-by
Restricted Access to Site because of wet roads Light Vehicles ONLY
Maybe able to get trucks in on Monday 11/3/2013
Well site Visitors
From To Description
BHA 8 1/2" PDC bit = 96.13m
Operations for next 24hrs
Circulate Hole Clean , POOH -: Wiper Trip , Pump Water off Road
Personnel
Arrow Drill Supervisor: Mark Austin Geologist: Andrea Mulhare T/A: Rick Lucas
Contractor Driller: Rick Johnson Trainee Driller: Offsiders: Aaron Newman , Luke Johnson Safety: Don Harris Foztrax; Dan Guinea
Comments
HOPELAND-17 WELL COMPLETION
9
Date
Sunday, 10 March 2013
Hopeland-17 Daily Operations Report Weather
Fine
Well
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17 Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
0m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9 22/02/2013
13/02/2013
Biocide T
25 L
7014319.6 9,23-24/2/2013
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1223.16
PTD
1220m
14/02/2013
Biocide T
25 L
1223.16
Drilled To
1223.16
14/02/2013
Xanbore
100 Kg
Pump water off Road, RIH: wiper Trip, Circulate & Clean Hole, POOH: wiper Trip, RIH for cement Plugs, Continue Pumping water off road
14/02/2013
Xanbore
45 Kg
14/02/2013
Biocide T
25 L
15/02/2013 Biocide T 25 L
Safety and Environment15/02/2013
Xanbore
50 Kg
Last Safety Meeting: 10/03/2013
15/02/2013
Biocide T
25 L
Comments Road Travel, Tripping16/02/2013
Xanbore
50 Kg
16/02/2013 Biocide T 25 L
Bit Data 18/02/2013 Biocide T 25 L
Bit # Size Type From To Hours Fluid Fluid M.W. Additives
18/02/2013
Biocide T
25 L
1
17" Auger 0.00 6.00 0.25 Air
19/02/2013
Biocide T
25 L
2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide
20/02/2013
Aus-Dex
50 Kg
3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 Ash, Biocide, Xa
20/02/2013
Xanbore
25 Kg
4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud 1.07 Biocide T
20/02/2013
0
#VALUE!
5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud 1.05 us-Dex, Xanbor
22/02/2013
Biocide T
25 L
6
8 1/2" PDC 1144.07 1223.16 3.75 Mud 1.03 Biocide T
24/02/2013
Biocide T
25 L
7 25/02/2013
Biocide T
25 L
8 25/02/2013
Aus-Dex
175 Kg
9 25/02/2013
Xanbore
100 Kg
10 25/02/2013
Soda Ash
250 Kg
11
12
13
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 465 Kg Citric Acid Soda Ash
Clay Master Aus-Dex 225 Kg Residrill Bentonite Biocide T 375 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To Type Water Volume(L)
# Bags Grout Volume(L)
SGH2O p/bag
Chase WaterVolume (L)
Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
HOPELAND-17 WELL COMPLETION
9
Plug Details
From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 7:00 Travel to site 197 0.3
7:00 7:15 Tool Box Meeting 544.97 0.4
7:15 9:15 Pumping water off Road 741.03 0.7
9:15 10:45 Circulate & Mix Mud
10:45 11:00 RIH to TD
11:00 12:00 Circulate & Flush
12:00 16:30 POOH ( Wiper Trip ) ( Remove Bit & Sub )
16:30 17:00 RIH ( for cement plug back )
17:00 17:45 Safety Sunday
17:45 18:00 RIH ( for cement plug back ) to 413mts
18:00 18:15 Secure well
18:15 19:15 Travel back to Dalby
19:15
Restricted Access to Site because of wet roads Light Vehicles ONLY
Halliburton on site tomorrow ~ 10:00am
Well site Visitors
From To Description
BHA 8 1/2" PDC bit = 96.13m
Operations for next 24hrs
RIH to TD for first cement plug, Run Cement Plugs back to 835mt (Plug # 1 1223-1093) (Plug # 2 1093-963) (Plug # 3 963-835)
Personnel
Arrow Drill Supervisor: Mark Austin Geologist: Andrea Mulhare T/A: Rick Lucas
Contractor Driller: Rick Johnson Trainee Driller: Offsiders: Christian Edmunds , Luke Johnson Safety: Don Harris Foztrax; Dan Guinea
Comments
HOPELAND-17 WELL COMPLETION
9
Date
Monday, 11 March 2013
Hopeland-17 Daily Operations Report Weather
Fine
Well
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17 Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
0m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9 22/02/2013
13/02/2013
Biocide T
25 L
7014319.6 9,23-24/2/2013
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1223.16
PTD
1220m
14/02/2013
Biocide T
25 L
1223.16
Drilled To
1223.16
14/02/2013
Xanbore
100 Kg
RIH to TD for first cement plug, Run Cement Plugs back to 835m (Plug # 1: 1223-1093, Plug # 2: 1093-963, Plug # 3: 963-835)
14/02/2013
Xanbore
45 Kg
14/02/2013
Biocide T
25 L
15/02/2013 Biocide T 25 L
Safety and Environment15/02/2013
Xanbore
50 Kg
Last Safety Meeting: 11/03/2013
15/02/2013
Biocide T
25 L
Comments Road Travel , Tripping , Cementing16/02/2013
Xanbore
50 Kg
16/02/2013 Biocide T 25 L
Bit Data 18/02/2013 Biocide T 25 L
Bit # Size Type From To Hours Fluid Fluid M.W. Additives
18/02/2013
Biocide T
25 L
1
17" Auger 0.00 6.00 0.25 Air
19/02/2013
Biocide T
25 L
2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide
20/02/2013
Aus-Dex
50 Kg
3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 Ash, Biocide, Xa
20/02/2013
Xanbore
25 Kg
4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud 1.07 Biocide T
20/02/2013
0
#VALUE!
5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud 1.05 us-Dex, Xanbor
22/02/2013
Biocide T
25 L
6
8 1/2" PDC 1144.07 1223.16 3.75 Mud 1.03 Biocide T
24/02/2013
Biocide T
25 L
7 25/02/2013
Biocide T
25 L
8 25/02/2013
Aus-Dex
175 Kg
9 25/02/2013
Xanbore
100 Kg
10 25/02/2013
Soda Ash
250 Kg
11
12
13
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 465 Kg Citric Acid Soda Ash
Clay Master Aus-Dex 225 Kg Residrill Bentonite Biocide T 375 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To Type Water Volume(L)
# Bags Grout Volume(L)
SGH2O p/bag
Chase WaterVolume (L)
Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
HOPELAND-17 WELL COMPLETION
9
Plug Details
From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 7:00 Travel to site 197 0.3
7:00 7:15 Tool Box Meeting 544.97 0.4
7:15 9:30 RIH to TD for # 1 cement plug ( 1223 - 1093 ) 741.03 0.7
9:30 10:30 Circulate & Flush
10:30 12:00 Rig up Halliburton ( Circulating )
12:00 12:15 PJSM Halliburton
12:15 12:30 Rig up Halliburton ( Circulating )
12:30 13:00 Mix & Pump Plug # 1 ( 1223-1093 )
13:00 13:30 Rig Down surface Gear & Pull Back 13 D/p"s ( ~1090mt. )
13:30 14:00 Circulate & Flush
14:00 14:15 Rig up Surface gear
14:15 14:45 Mix & Pump Plug # 2 ( 1093-963 )
14:45 15:15 Rig Down surface Gear & Pull Back 14 D/p"s ( ~964mt. )
15:15 15:45 Circulate & Flush
15:45 16:00 Rig up Surface gear
16:00 16:30 Mix & Pump Plug # 3 ( 963-835 )
16:30 17:00 Rig Down surface Gear & Pull Back 13D/p"s ( ~830mt. )
17:00 17:30 Circulate & Flush
17:30 17:45 Pull Back to ~800mt.
17:45 18:00 Secure Well
18:00 19:00 Travel back to Dalby
19:00
Well site Visitors
From To Description
8:10 10:00 Paki Laurance ( Austrans )
8:30 11:00 Kevin Kellener ( Austrans )
9:35 18:00 Brad , Mark ( Halliburton )
14:30 15:30 John Bushell ( Roma Tilt Trays )
BHA 8 1/2" PDC bit = 96.13m
Operations for next 24hrs
Tag Cement, run liner
Personnel
Arrow Drill Supervisor: Mark Austin Geologist: Andrea Mulhare T/A: Rick Lucas
Contractor Driller: Rick & Dan Johnson Trainee Driller: Offsiders: Mick Doran , Christian Edmunds , Luke Johnson Safety: Foztrax; Dan Guinea
Comments
HOPELAND-17 WELL COMPLETION
9
Date
Tuesday, 12 March 2013
Hopeland-17 Daily Operations Report Weather
Fine
Well
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17 Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
0m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9 22/02/2013
13/02/2013
Biocide T
25 L
7014319.6 9,23-24/2/2013
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1223.16
PTD
1220m
14/02/2013
Biocide T
25 L
1223.16
Drilled To
1223.16
14/02/2013
Xanbore
100 Kg
RIH & Tag Cement @ 833.2 , POOH , Run Casing
14/02/2013
Xanbore
45 Kg
14/02/2013
Biocide T
25 L
15/02/2013 Biocide T 25 L
Safety and Environment15/02/2013
Xanbore
50 Kg
Last Safety Meeting: 12/03/2013
15/02/2013
Biocide T
25 L
Comments Tripping , Running Casing16/02/2013
Xanbore
50 Kg
16/02/2013 Biocide T 25 L
Bit Data 18/02/2013 Biocide T 25 L
Bit # Size Type From To Hours Fluid Fluid M.W. Additives
18/02/2013
Biocide T
25 L
1
17" Auger 0.00 6.00 0.25 Air
19/02/2013
Biocide T
25 L
2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide
20/02/2013
Aus-Dex
50 Kg
3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 Ash, Biocide, Xa
20/02/2013
Xanbore
25 Kg
4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud 1.07 Biocide T
20/02/2013
0
#VALUE!
5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud 1.05 us-Dex, Xanbor
22/02/2013
Biocide T
25 L
6
8 1/2" PDC 1144.07 1223.16 3.75 Mud 1.03 Biocide T
24/02/2013
Biocide T
25 L
7 25/02/2013
Biocide T
25 L
8 25/02/2013
Aus-Dex
175 Kg
9 25/02/2013
Xanbore
100 Kg
10 25/02/2013
Soda Ash
250 Kg
11
12
13
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 465 Kg Citric Acid Soda Ash
Clay Master Aus-Dex 225 Kg Residrill Bentonite Biocide T 375 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 0m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m
Liner
Casing Annulus Details
Zone From To Type Water Volume(L)
# Bags Grout Volume(L)
SGH2O p/bag
Chase WaterVolume (L)
Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 0m Cement
HOPELAND-17 WELL COMPLETION
9
Plug Details
From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
835.00 1223.00 Cement 13107 819 18543 1.62 12.5 Cemented by Halliburton
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 7:00 Travel to site 197 0.3
7:00 7:15 Tool Box Meeting 544.97 0.4
7:15 7:30 RIH Tag Cement @ 833.2 741.03 0.7
7:30 11:00 POOH
11:00 13:00 Rig up to Run 7 " Production Liner,fit Centraliser's on each length of Casing
13:00 15:30 Run Production Liner to Length # 50
15:30 17:15 NPT--Runout of pins for the centraliser's
17:15 18:00 Travel to Dalby
18:00
Well site Visitors
From To Description
8:30 9:15 Kevin Kellener ( Austrans )
9:00 10:45 Mick Rolfe , Jodie Gurski ( Arrow Energy )
BHA 8 1/2" PDC bit = 96.13m
Operations for next 24hrs
Finish Running Production Liner, Cement Liner, WOC
Personnel
Arrow Drill Supervisor: Mark Austin /Charlie Burton, Jim Cole Geologist: Andrea Mulhare T/A: Rick Lucas / Trevor Bourquin
ContractorDriller: Rick & Dan Johnson Trainee Driller: Offsiders: Mick Doran , Christian Edmunds , Luke Johnson ,James Thiess Safety: Don Harris
Foztrax; Dan Guinea
Comments
HOPELAND-17 WELL COMPLETION
9
Date
Wednesday, 13 March 2013
Hopeland-17 Daily Operations Report Weather
Fine
Well
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17 Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
0m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9 22/02/2013
13/02/2013
Biocide T
25 L
7014319.6 9,23-24/2/2013
13/02/2013
Soda Ash
25 Kg
56
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1223.16
PTD
1220m
14/02/2013
Biocide T
25 L
1223.16
Drilled To
1223.16
14/02/2013
Xanbore
100 Kg
Finish Running Production Liner, Cement Liner, WOC
14/02/2013
Xanbore
45 Kg
14/02/2013
Biocide T
25 L
15/02/2013 Biocide T 25 L
Safety and Environment15/02/2013
Xanbore
50 Kg
Last Safety Meeting: 13/03/2013
15/02/2013
Biocide T
25 L
Comments Bog Mats-Trip hazard, Emergency Safety Drill(Major Rig Fire), Halliburton Safety Meeting16/02/2013
Xanbore
50 Kg
16/02/2013 Biocide T 25 L
Bit Data 18/02/2013 Biocide T 25 L
Bit # Size Type From To Hours Fluid Fluid M.W. Additives
18/02/2013
Biocide T
25 L
1
17" Auger 0.00 6.00 0.25 Air
19/02/2013
Biocide T
25 L
2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide
20/02/2013
Aus-Dex
50 Kg
3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 Ash, Biocide, Xa
20/02/2013
Xanbore
25 Kg
4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud 1.07 Biocide T
20/02/2013
0
#VALUE!
5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud 1.05 us-Dex, Xanbor
22/02/2013
Biocide T
25 L
6
8 1/2" PDC 1144.07 1223.16 3.75 Mud 1.03 Biocide T
24/02/2013
Biocide T
25 L
7 25/02/2013
Biocide T
25 L
8 25/02/2013
Aus-Dex
175 Kg
9 25/02/2013
Xanbore
100 Kg
10 25/02/2013
Soda Ash
250 Kg
11
12
13
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 465 Kg Citric Acid Soda Ash
Clay Master Aus-Dex 225 Kg Residrill Bentonite Biocide T 375 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 827.888m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m 74 828.85
Liner
Casing Annulus Details
Zone From To Type Water Volume(L)
# Bags Grout Volume(L)
SGH2O p/bag
Chase WaterVolume (L)
Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 833.2m Cement Cemented By Halliburton
HOPELAND-17 WELL COMPLETION
9
Plug Details
From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
835.00 1223.00 Cement 13107 819 18543 1.62 12.5 Cemented by Halliburton
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
7:00 8:15 Travel to site 197 0.3
8:15 8:45 Tool Box Meeting(Pre Start Checks) 544.97 0.4
8:45 9:45 Run Production Liner from Length # 51 741.03 0.7
9:45 10:45 Rig Up for Cementing
10:45 11:00 Emergency Safety Drill-Major Rig Fire
11:00 11:15 Halliburton Safety Meeting
11:15 12:00 Rig Up for Cementing
12:00 13:00 NPT-wait for Austrans truck to arrive empty bin's to give sufficient room for cement job
13:00 14:00 Cement Production Liner
14:00 14:30 Clean up Cementing Equipment
14:30 18:00 WOC
18:00 19:00 Travel to Dalby
19:00
Well site Visitors
From To Description
8:00 10:00 Kevin Kellener ( Austrans )
9:00 11:30 Mick Rolfe,Mark Benz ( Arrow Energy )
9:30 15:30 Mark Laing, Micheal Blutt ( Halliburton )
12:45 14:00 Ian Lamb ( Austrans )
13:00 13:15 Jared Ferrenti, Mathew Ross ( Weatherfords )
14:15 16:30 Merv McKensie
BHA 8 1/2" PDC bit = 96.13m
Operations for next 24hrs
Nipple down BOP, Set Well Head , Pressure Test,Suspend well
Personnel
Arrow Drill Supervisor: Ben Ostergaard Mark Austin Geologist: T/A: Trevor Bourquin
ContractorDriller: Rick & Dan Johnson Assistant Driller: Stephen Sbeghan Offsiders: Mick Doran , Christian Edmunds Safety: Don Harris Foztrax;
Dan Guinea
Comments A full unopened crate of Centraliser's with Pins was on site at Lay Down area, D Sup's didn't see it when looking for them yesterday.
HOPELAND-17 WELL COMPLETION
1
Date
Thursday, 14 March 2013
Hopeland-17 Daily Operations Report Weather
Fine
Well
Rig
Latitude
LongitudeEasting Northing
Zone Datum
Elevation
Current Depth Drilled From
Daily Ops Summary
Hopeland-17 Daily Meterage
Rig Mobilisation Date
Spud DateSurface Casing Date
TD Date
LoggingDate
Rig Release Date
0m Drilling Additives
Johnson 8 8/02/2013 Date Additive Amount
26*58'22.61"S 8/02/2013
9/02/2013
Xanbore
45 Kg
150*36'42.55"E 10/02/2013
9/02/2013
Biocide T
50 L
262958.9 22/02/2013
13/02/2013
Biocide T
25 L
7014319.6 9,23-24/2/2013
13/02/2013
Soda Ash
25 Kg
56 14/03/2013
13/02/2013
Biocide T
25 L
GDA94
13/02/2013
Xanbore
50 Kg
313
14/02/2013
Soda Ash
50 Kg
1223.16
PTD
1220m
14/02/2013
Biocide T
25 L
1223.16
Drilled To
1223.16
14/02/2013
Xanbore
100 Kg
Nipple down BOP, Set Well Head , Pressure Test,Suspend well
14/02/2013
Xanbore
45 Kg
14/02/2013
Biocide T
25 L
15/02/2013 Biocide T 25 L
Safety and Environment15/02/2013
Xanbore
50 Kg
Last Safety Meeting: 14/03/2013
15/02/2013
Biocide T
25 L
Comments Bog Mats-Trip hazard, BOP handling, Wellhead Handling,Weatherfords Safety Meeting16/02/2013
Xanbore
50 Kg
16/02/2013 Biocide T 25 L
Bit Data 18/02/2013 Biocide T 25 L
Bit # Size Type From To Hours Fluid Fluid M.W. Additives
18/02/2013
Biocide T
25 L
1
17" Auger 0.00 6.00 0.25 Air
19/02/2013
Biocide T
25 L
2
12 1/2" PDC 6.00 197.92 4.25 Water 1.05 anbore, Biocide
20/02/2013
Aus-Dex
50 Kg
3
8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 Ash, Biocide, Xa
20/02/2013
Xanbore
25 Kg
4
8.5"-3.5" core PDC 1073.57 1137.50 4.92 Mud 1.07 Biocide T
20/02/2013
0
#VALUE!
5
8 1/2" Tri-Cone 1137.50 1144.07 3.75 Mud 1.05 us-Dex, Xanbor
22/02/2013
Biocide T
25 L
6
8 1/2" PDC 1144.07 1223.16 3.75 Mud 1.03 Biocide T
24/02/2013
Biocide T
25 L
7 25/02/2013
Biocide T
25 L
8 25/02/2013
Aus-Dex
175 Kg
9 25/02/2013
Xanbore
100 Kg
10 25/02/2013
Soda Ash
250 Kg
11
12
13
Cumulative Drilling Additives
Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount Additive Amount
KCL Niff 20 Superfoam Xanbore 465 Kg Citric Acid Soda Ash
Clay Master Aus-Dex 225 Kg Residrill Bentonite Biocide T 375 L
XCD Aus-Ben Defoamer Barite Biocide G
Casing
Zone From To Make Grade Thread ID OD WT Weight # Joints Length
Conductor 0m 6m Steel API 5LB n/a 342.9mm 355.6mm 6.35mm 55.11 kg/m 1 6
Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34
Production 0m 827.888m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m 74 828.85
Liner
Casing Annulus Details
HOPELAND-17 WELL COMPLETION
2
Zone From To Type Water Volume(L)
# Bags Grout Volume(L)
SGH2O p/bag
Chase WaterVolume (L)
Notes
Conductor 0m 6m Cement 200 17 300 1.72 12.5 N/A Mixed on Site
Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks
Production 0m 833.2m Cement 12434 658 16708 5 Lead 1.62 T 18.9 ? Cemented By Halliburton
Plug Details
From To TypeWater Volume
(L) # BagsGrout Volume
(L) SG
H2O p/bag
Notes
835.00 1223.00 Cement 13107 819 18543 1.62 12.5 Cemented by Halliburton
Daily Activity Summary Deviation Surveys
From To Description
Depth (m) Deviation Azimuth
6:00 7:00 Travel to site 197 0.3
7:00 7:30 Tool Box Meeting(Pre Start Checks) 544.97 0.4
7:30 9:30 Nipple down BOP 741.03 0.7
9:30 10:30 Cut & Dress casing
10:30 15:00 Nipple up "B" section Weatherfords Wellhead,Pressure Test 200psi-5mins 2000psi-15mins
15:00 15:30 Rig Down
15:30 15:30 Rig Release
15:30 Pack up Site
Travel to Dalby
Well site Visitors
From To Description
8:00 9:30 Kevin Kellener ( Austrans )
7:15 16:15 Jared Ferrenti, Mathew Ross ( Weatherfords )
7:30 11:45 Cam Leahy (Cam's Welding)
8:30 16:00 Mark Benz
8:30 12:30 Matt Ross (Arrow IT)
10:00 11:45 Rob (Bland's)
10:00 11:45 Eungene Murray (Arrow)
12:00 13:45 Cedric ( Austrans )BHA 8 1/2" PDC bit = 96.13m
HOPELAND-17 WELL COMPLETION
3
Operations for next 24hrs
Rig Move to Tipton-157
Personnel
Arrow Drill Supervisor: Merv McKenzie,Ben Ostergaard Geologist: T/A: Trevor Bourquin
ContractorDriller: Rick & Dan Johnson Assistant Driller: Stephen Sbeghan Offsiders: Mick Doran , Christian Edmunds Safety:
Foztrax; Dan Guinea
Comments
Lithology
HOPELAND-17 WELL COMPLETION
4
Field English Lithology Report Hopeland-17
From (m) To (m) Description0.00 6.00 Slightly Weathered ALLUVIUM: Red Brown
6.00 25.00 Slightly Weathered 20% SANDSTONE: Grey , Very Fine Sand Grainsize
; with 40% CLAY OF UNKNOWN ORIGIN: Reddish Grey ; with 40%
CLAY OF UNKNOWN ORIGIN: Yellowish25.00 34.00 Slightly Weathered CLAY OF UNKNOWN ORIGIN: Reddish Grey
34.00 37.00 Fresh 60% CLAY OF UNKNOWN ORIGIN: Grey ; with 40%
SANDSTONE: Grey , Fine Sand Grainsize37.00 40.00 Fresh 80% CLAY OF UNKNOWN ORIGIN: Grey ; with 10%
SANDSTONE: Grey , Fine Sand Grainsize ; with 10% COAL
UNDIFFERENTIATED: Black , no visible gas noted40.00 44.00 Fresh 80% CLAY OF UNKNOWN ORIGIN: Grey ; with 20%
SANDSTONE: Grey , Fine Sand Grainsize44.00 47.00 Fresh 80% CLAY OF UNKNOWN ORIGIN: Grey ; with 20%
SANDSTONE: Grey , Fine Sand Grainsize47.00 50.00 Fresh 70% MUDSTONE: Dark Grey ; with 30% COAL
UNDIFFERENTIATED: Black , no visible gas noted50.00 53.00 Fresh 95% MUDSTONE: Dark Grey ; with 5% COAL
UNDIFFERENTIATED: Black , no visible gas noted53.00 56.00 Fresh 85% MUDSTONE: Dark Grey ; with 5% SILTSTONE: Dark Grey ;
with 10% COAL UNDIFFERENTIATED: Black , no visible gas noted56.00 59.00 Fresh MUDSTONE: Dark Grey ; Trace Coal
59.00 62.00 Fresh 70% SANDSTONE: Light Grey , Very Fine Sand Grainsize , Clay ;
with 30% SILTSTONE: Dark Grey62.00 65.00 Fresh 50% MUDSTONE: Dark Grey ; with 40% SILTSTONE: Dark Grey
; with 10% SANDSTONE: Grey , Fine-Medium Sand Grainsize65.00 68.00 Fresh 90% SILTSTONE: Dark Grey ; with 10% SANDSTONE: Light
Grey , Very Fine Sand Grainsize , Clay68.00 71.00 Fresh 95% SANDSTONE: Light Grey , Very Fine Sand Grainsize ; with
5% SILTSTONE: Dark Grey71.00 75.00 Fresh 90% SANDSTONE: Grey , Medium Sand Grainsize ; with 10%
SILTSTONE: Dark Grey75.00 84.00 Fresh 90% SANDSTONE: Dark Grey , Fine-Medium Sand Grainsize ,
Clay ; with 10% CLAY OF UNKNOWN ORIGIN: Grey84.00 87.00 Fresh 60% SANDSTONE: Light Grey , Fine-Medium Sand Grainsize ;
with 30% SILTSTONE: Dark Grey ; with 10% MUDSTONE: Dark Grey87.00 90.00 Fresh 40% MUDSTONE: Dark Grey ; with 30% SILTSTONE: Dark Grey
; with 30% SANDSTONE: Light Grey , Fine-Medium Sand Grainsize
HOPELAND-17 WELL COMPLETION
5
90.00 96.00 Fresh 95% SANDSTONE: Light Grey , Fine-Medium Sand Grainsize ;
with 5% SILTSTONE: Dark Grey96.00 111.00 Fresh 90% SANDSTONE: Light Grey , Fine-Medium Sand Grainsize ;
with 10% SILTSTONE: Dark Grey
HOPELAND-17 WELL COMPLETION
6
111.00 114.00 Fresh 90% SANDSTONE: Light Grey , Fine-Medium Sand Grainsize ;
with 5% MUDSTONE: Dark Grey ; with 5% COAL
UNDIFFERENTIATED: Black , no visible gas noted114.00 118.00 Fresh 90% SANDSTONE: Light Grey , Fine-Medium Sand Grainsize ;
with 10% SILTSTONE: Dark Grey118.00 121.00 Fresh 65% MUDSTONE: Dark Grey ; with 20% CARBONACEOUS
SHALE / CARBONACEOUS MUD: Black , no visible gas noted; with
10% SILTSTONE: Dark Grey ; with 5% SANDSTONE: Light Grey ,
Fine-Medium Sand Grainsize121.00 124.00 Fresh 80% SILTSTONE: Dark Grey ; with 10% MUDSTONE: Dark Grey
; with 5% SANDSTONE: Grey , Fine-Medium Sand Grainsize ; with 5%
COAL UNDIFFERENTIATED: Black , no visible gas noted124.00 127.00 Fresh 80% SILTSTONE: Dark Grey ; with 20% MUDSTONE: Dark Grey
127.00 130.00 Fresh 80% MUDSTONE: Dark Grey ; with 20% SILTSTONE: Dark Grey
130.00 134.00 Fresh 80% MUDSTONE: Dark Grey ; with 10% SILTSTONE: Dark Grey
; with 10% SANDSTONE: Grey , Fine-Medium Sand Grainsize134.00 137.00 Fresh 80% SANDSTONE: Light Grey , Fine-Medium Sand Grainsize ;
with 20% SILTSTONE: Dark Grey137.00 140.00 Fresh 70% SANDSTONE: Light Grey , Fine-Medium Sand Grainsize ;
with 25% SILTSTONE: Dark Grey ; with 5% CARBONACEOUS SHALE
/ CARBONACEOUS MUD: Black , no visible gas noted140.00 143.00 Fresh 80% SILTSTONE: Dark Grey ; with 10% SANDSTONE: Grey ,
Fine-Medium Sand Grainsize ; with 5% MUDSTONE: Dark Grey ; with
5% COAL UNDIFFERENTIATED: Black , no visible gas noted143.00 146.00 Fresh 80% SILTSTONE: Dark Grey ; with 20% SANDSTONE: Grey ,
Fine-Medium Sand Grainsize146.00 150.00 Fresh 50% SILTSTONE: Dark Grey ; with 40% SANDSTONE: Grey ,
Fine-Medium Sand Grainsize ; with 10% COAL UNDIFFERENTIATED:
Black , no visible gas noted150.00 153.00 Fresh 85% SANDSTONE: Light Grey , Fine-Medium Sand Grainsize ;
with 10% SILTSTONE: Dark Grey ; with 5% COAL
UNDIFFERENTIATED: Black , no visible gas noted153.00 156.00 Fresh 70% SANDSTONE: Light Grey , Fine-Medium Sand Grainsize ;
with 20% SILTSTONE: Dark Grey ; with 10% COAL
UNDIFFERENTIATED: Black , no visible gas noted156.00 159.00 Fresh 80% SANDSTONE: Light Grey , Fine-Medium Sand Grainsize ;
with 10% SILTSTONE: Dark Grey ; with 10% MUDSTONE: Grey159.00 169.00 Fresh SANDSTONE: Light Grey , Very Fine Sand Grainsize , Clay
169.00 173.00 Fresh 90% MUDSTONE: Dark Grey ; with 10% SANDSTONE: Light Grey , Very Fine Sand Grainsize , Clay
173.00 179.00 Fresh 80% MUDSTONE: Dark Grey ; with 10% SILTSTONE: Dark Grey
HOPELAND-17 WELL COMPLETION
7
; with 10% SANDSTONE: Grey , Fine-Medium Sand Grainsize179.00 188.00 Fresh SANDSTONE: Light Grey , Fine-Medium Sand Grainsize
188.00 191.00 Fresh 90% SANDSTONE: Light Grey , Fine-Medium Sand Grainsize ;
with 10% SILTSTONE: Dark Grey191.00 197.92 Fresh SANDSTONE: Light Grey , Fine-Medium Sand Grainsize
197.92 209.00 NO RETURNS OR SAMPLE LOSS (NO RECOVERY):
209.00 213.00 Slightly Weathered SANDSTONE: Light Grey Quartz sub Lithic , Coarse
Sand Grainsize
HOPELAND-17 WELL COMPLETION
8
213.00 215.00 NO RETURNS OR SAMPLE LOSS (NO RECOVERY):215.00 219.00 Fresh SANDSTONE: Light Grey , Fine-Medium Sand Grainsize , Silty
219.00 220.00 Fresh 95% SANDSTONE: Light Grey , Fine Sand Grainsize , Silty ; with
5% SILTSTONE: Medium Brown220.00 221.00 Fresh 90% SANDSTONE: Light Grey , Fine Sand Grainsize , Silty ; with
5% SILTSTONE: Medium Brown ; with 5% SILTSTONE: Green221.00 223.00 Fresh SANDSTONE: Light Grey , Fine Sand Grainsize , Silty
223.00 225.00 Fresh 60% SANDSTONE: Light Grey , Fine Sand Grainsize , Silty ; with
25% CARBONACEOUS SHALE / CARBONACEOUS MUD: Medium
Brown , no visible gas noted; with 10% MUDSTONE: Dark Grey ; with
5% COAL UNDIFFERENTIATED: Black , no visible gas noted225.00 228.00 Fresh MUDSTONE: Dark Grey
228.00 231.00 Fresh 90% MUDSTONE: Dark Grey ; with 10% SILTSTONE: Brownish
231.00 232.00 Fresh 60% MUDSTONE: Light Grey ; with 30% SILTSTONE: Brownish
; with 10% SILTSTONE: Green232.00 235.00 Fresh 70% SILTSTONE: Light Grey ; with 30% MUDSTONE: Grey
235.00 238.00 Fresh 80% SILTSTONE: Light Grey ; with 19% MUDSTONE: Grey ;
with trace of 1% SILTSTONE: Brownish238.00 240.00 Fresh 80% SANDSTONE: Light Grey , Fine-Medium Sand Grainsize ;
with 20% SILTSTONE: Light Grey240.00 242.00 Fresh 90% SANDSTONE: Light Grey , Medium Sand Grainsize ; with
10% SILTSTONE: Light Grey242.00 244.00 Fresh 70% SANDSTONE: Light Grey , Fine Sand Grainsize ; with 30%
SILTSTONE: Light Grey244.00 245.00 Fresh 60% SILTSTONE: Light Grey ; with 20% SANDSTONE: Light
Grey , Fine Sand Grainsize ; with 20% COAL UNDIFFERENTIATED:
Black , no visible gas noted245.00 247.00 Fresh 60% COAL UNDIFFERENTIATED: Black , No Visible
Hydrocarbons; with 20% SANDSTONE: Light Grey , Fine Sand Grainsize
; with 20% SILTSTONE: Light Grey247.00 249.00 NO RETURNS OR SAMPLE LOSS (NO RECOVERY):
249.00 251.00 Fresh MUDSTONE: Dark Grey
251.00 252.00 NO RETURNS OR SAMPLE LOSS (NO RECOVERY):
252.00 253.00 Fresh 90% MUDSTONE: Dark Grey ; with 10% SILTSTONE: Grey
253.00 254.00 NO RETURNS OR SAMPLE LOSS (NO RECOVERY):
254.00 255.00 Fresh 90% SILTSTONE: Brownish ; with 10% MUDSTONE: Dark Grey
255.00 257.00 Fresh 90% MUDSTONE: Dark Grey ; with 10% SILTSTONE: Medium
Brown257.00 259.00 Fresh 60% CARBONACEOUS SHALE / CARBONACEOUS MUD:
Brownish , no visible gas noted; with 40% MUDSTONE: Dark Grey
HOPELAND-17 WELL COMPLETION
9
259.00 261.00 Fresh 50% CARBONACEOUS SHALE / CARBONACEOUS MUD:
Medium Brown , no visible gas noted; with 50% MUDSTONE: Dark Grey261.00 265.00 Fresh 99% MUDSTONE: Grey ; towards base of unit 1% COAL
UNDIFFERENTIATED: Black , no visible gas noted265.00 266.00 NO RETURNS OR SAMPLE LOSS (NO RECOVERY):
266.00 268.00 Fresh 80% MUDSTONE: Grey ; with 20% COAL UNDIFFERENTIATED:
HOPELAND-17 WELL COMPLETION
1
Black , no visible gas noted268.00 275.00 Fresh SILTSTONE: Light Grey
275.00 278.00 Fresh COAL UNDIFFERENTIATED: Black , No Visible Hydrocarbons
278.00 281.00 NO RETURNS OR SAMPLE LOSS (NO RECOVERY):
281.00 283.00 Fresh 60% MUDSTONE: Dark Grey ; with 20% CARBONACEOUS SHALE / CARBONACEOUS MUD: Dark , no visible gas noted; with 20%
SILTSTONE: Grey283.00 286.00 Fresh 80% MUDSTONE: Dark ; with 20% SILTSTONE: Dark
286.00 289.00 NO RETURNS OR SAMPLE LOSS (NO RECOVERY):
289.00 291.00 Fresh 40% MUDSTONE: Dark ; with 40% SILTSTONE: Dark ; with 20% CARBONACEOUS SHALE / CARBONACEOUS MUD: Dark , no visible
gas noted291.00 293.00 Fresh 80% SILTSTONE: Light Grey ; with 20% MUDSTONE: Dark
293.00 295.00 Fresh 90% SILTSTONE: Light Grey ; with 5% MUDSTONE: Dark ; with
wisps of 5% COAL UNDIFFERENTIATED: Black , no visible gas noted295.00 302.00 Fresh SILTSTONE: Dark Grey , contains Carbonaceous Remains
302.00 305.00 Fresh SANDSTONE: Light Grey Lithic , Very Fine Sand Grainsize
305.00 308.00 Fresh 30% COAL UNDIFFERENTIATED: Black , No Visible
Hydrocarbons; with bands of 70% SILTSTONE: Dark Grey308.00 314.00 Fresh 80% SILTSTONE: Dark Grey ; interbedded with 20%
CARBONACEOUS SHALE / CARBONACEOUS MUD: Dark Brown , no
visible gas noted314.00 315.00 Fresh MUDSTONE: Light Grey
315.00 324.00 Fresh SILTSTONE: Dark Grey
324.00 327.00 Fresh 90% SANDSTONE: Light Grey , Very Fine Sand Grainsize , Medium Hardness ; interbedded with 10% SILTSTONE: Dark Grey
327.00 334.00 Fresh 80% SILTSTONE: Dark Grey ; interbedded with 20%
SANDSTONE: Grey , Fine Sand Grainsize , Medium Hardness334.00 338.00 Fresh 70% SILTSTONE: Dark Grey ; interbedded with 30%
SANDSTONE: Grey , Very Fine Sand Grainsize , Medium Hardness338.00 341.00 Fresh 90% SANDSTONE: Grey , Fine Sand Grainsize , Low-Medium
Hardness , Siderite ; interbedded with 10% SILTSTONE: Dark Grey341.00 344.00 Fresh 90% SILTSTONE: Dark Grey ; interbedded with 10%
SANDSTONE: Grey , Very Fine Sand Grainsize , Low-Medium Hardness
, Siderite344.00 347.00 Fresh 80% SANDSTONE: Grey , Very Fine Sand Grainsize , Medium
Hardness ; interbedded with 20% SILTSTONE: Dark Grey347.00 348.00 Fresh COAL UNDIFFERENTIATED: Black , No Visible Hydrocarbons
348.00 349.00 Fresh 80% SANDSTONE: Grey , Very Fine Sand Grainsize ,
Low-Medium Hardness ; interbedded with 20% CARBONACEOUS
SHALE / CARBONACEOUS MUD: Dark Brown , no visible gas noted349.00 352.00 Fresh 80% COAL UNDIFFERENTIATED: Black , No Visible
Hydrocarbons; with 10% TUFF (CLAYS INTERPRETED AS
HOPELAND-17 WELL COMPLETION
1
WEATHERED TUFF): Cream ; with 10% CARBONACEOUS SHALE /
CARBONACEOUS MUD: Dark Brown , No Visible Hydrocarbons352.00 353.00 Fresh SILTSTONE: Dark Grey
353.00 354.00 Fresh SILTSTONE: Grey
HOPELAND-17 WELL COMPLETION
1
354.00 356.00 Fresh 80% COAL UNDIFFERENTIATED: Black , No Visible
Hydrocarbons; interbedded with 20% SILTSTONE: Dark Grey356.00 360.00 Fresh 80% SILTSTONE: Dark Grey ; with 20% CARBONACEOUS
SHALE / CARBONACEOUS MUD: Dark Brown , no visible gas noted360.00 363.00 Fresh 80% SILTSTONE: Dark Grey ; interbedded with 10% COAL
UNDIFFERENTIATED: Black , no visible gas noted; interbedded with
10% CARBONACEOUS SHALE / CARBONACEOUS MUD: Dark Brown
, no visible gas noted363.00 371.00 Fresh SILTSTONE: Dark Grey
371.00 372.00 Fresh 90% SILTSTONE: Dark Grey ; interbedded with 10% COAL
UNDIFFERENTIATED: Black , no visible gas noted372.00 382.00 Fresh 90% SILTSTONE: Dark Grey ; interbedded with 10%
SANDSTONE: Grey , Fine Sand Grainsize , Medium Hardness382.00 384.00 Fresh 50% SANDSTONE: Light Grey , Very Fine Sand Grainsize ,
Medium Hardness ; interbedded with 15% COAL UNDIFFERENTIATED:
Black , no visible gas noted; interbedded with 35% SILTSTONE: Dark
Grey384.00 385.00 Fresh 45% COAL UNDIFFERENTIATED: Black , No Visible
Hydrocarbons; with 55% SILTSTONE: Grey , Sandy385.00 386.00 Fresh 90% COAL UNDIFFERENTIATED: Black , No Visible
Hydrocarbons; interbedded with 10% SILTSTONE: Grey386.00 387.00 Fresh 50% COAL UNDIFFERENTIATED: Black , No Visible
Hydrocarbons; interbedded with 50% MUDSTONE: Grey387.00 388.00 Fresh 30% COAL UNDIFFERENTIATED: Black , No Visible
Hydrocarbons; interbedded with 70% MUDSTONE: Grey388.00 392.00 Fresh SILTSTONE: Grey
392.00 394.00 Fresh 80% SANDSTONE: Light Grey , Very Fine Sand Grainsize ,
Medium Hardness ; interbedded with 20% SILTSTONE: Grey394.00 401.00 Fresh MUDSTONE: Dark Grey
401.00 403.00 Fresh MUDSTONE: Dark Grey
403.00 406.00 Fresh 80% SANDSTONE: Light Grey , Fine Sand Grainsize , Medium
Hardness ; interbedded with 20% SILTSTONE: Dark Grey406.00 411.00 Fresh 80% SILTSTONE: Dark Grey ; interbedded with 20%
MUDSTONE: Dark Brown411.00 421.00 Fresh 80% SILTSTONE: Dark Grey ; interbedded with 20%
SANDSTONE: Grey , Very Fine Sand Grainsize , Medium Hardness421.00 430.00 Fresh 80% MUDSTONE: Dark Grey ; intermixed with 20% TUFF
(CLAYS INTERPRETED AS WEATHERED TUFF): Cream430.00 439.00 Fresh 5% COAL UNDIFFERENTIATED: Black , No Visible
Hydrocarbons; interbedded with 80% MUDSTONE: Dark Grey ;
interbedded with 15% SILTSTONE: Grey
HOPELAND-17 WELL COMPLETION
1
439.00 440.00 Fresh 80% SANDSTONE: Grey , Fine Sand Grainsize , Medium
Hardness ; interbedded with 20% SILTSTONE: Dark Grey440.00 442.00 Fresh 90% COAL UNDIFFERENTIATED: Black , No Visible
Hydrocarbons; interbedded with 10% CARBONACEOUS SHALE /
CARBONACEOUS MUD: Black , No Visible Hydrocarbons442.00 443.00 Fresh MUDSTONE: Cream
443.00 444.00 Fresh 40% COAL UNDIFFERENTIATED: Black , No Visible
Hydrocarbons; interbedded with 60% CARBONACEOUS SHALE /
HOPELAND-17 WELL COMPLETION
1
CARBONACEOUS MUD: Brownish , No Visible Hydrocarbons444.00 447.00 Fresh MUDSTONE: Dark Grey
447.00 448.00 Fresh COAL UNDIFFERENTIATED: Black , No Visible Hydrocarbons
448.00 449.00 Fresh 40% COAL UNDIFFERENTIATED: Black , No Visible Hydrocarbons; interbedded with 60% CARBONACEOUS SHALE /
CARBONACEOUS MUD: Dark Brown , No Visible Hydrocarbons449.00 455.00 Fresh MUDSTONE: Dark Grey
455.00 457.00 Fresh 80% SANDSTONE: Grey , Very Fine Sand Grainsize , Medium
Hardness ; interbedded with 20% SILTSTONE: Dark Grey457.00 459.00 Fresh 80% MUDSTONE: Dark Brown ; interbedded with 20%
SILTSTONE: Dark Grey
459.00 460.00 Fresh SILTSTONE: Dark Grey
460.00 461.00 Fresh SANDSTONE: Grey , Very Fine Sand Grainsize , Medium Hardness
461.00 462.00 Fresh COAL UNDIFFERENTIATED: Black , No Visible Hydrocarbons
462.00 463.00 Fresh 60% SILTSTONE: Dark Grey ; interbedded with 20% MUDSTONE: Dark Brown ; interbedded with 20% CARBONACEOUS
SHALE / CARBONACEOUS MUD: Brownish , no visible gas noted463.00 471.00 Fresh SANDSTONE: Light Grey Lithic , Fine Sand Grainsize , Medium
Hardness471.00 478.00 Fresh 80% SILTSTONE: Dark Grey ; with 20% MUDSTONE: Brownish
478.00 486.00 Fresh 80% SANDSTONE: Grey , Fine Sand Grainsize , Medium Hardness ; interbedded with 20% SILTSTONE: Dark Grey
486.00 488.00 Fresh 70% COAL UNDIFFERENTIATED: Black , No Visible
Hydrocarbons; interbedded with 30% SILTSTONE: Dark Grey488.00 490.00 Fresh 95% SILTSTONE: Dark Grey ; interbedded with 5% COAL
UNDIFFERENTIATED: Black , no visible gas noted490.00 497.00 Fresh 80% MUDSTONE: Brownish ; interbedded with 15% SILTSTONE:
Dark Grey ; interbedded with 5% SANDSTONE: Grey , Very Fine Sand
Grainsize , Medium Hardness497.00 498.00 Fresh 80% SANDSTONE: Grey , Very Fine Sand Grainsize ,
Low-Medium Hardness ; interbedded with 20% COAL
UNDIFFERENTIATED: Black , no visible gas noted498.00 507.00 Fresh 60% SILTSTONE: Dark Grey ; interbedded with 20%
MUDSTONE: Brownish ; interbedded with 15% SANDSTONE: Grey ,
Very Fine Sand Grainsize , Medium Hardness ; with fragments of 5%
COAL UNDIFFERENTIATED: Black , no visible gas noted507.00 517.00 Fresh 80% SANDSTONE: Grey , Very Fine Sand Grainsize ,
Low-Medium Hardness ; interbedded with 15% CARBONACEOUS
SHALE / CARBONACEOUS MUD: Black , no visible gas noted; with
fragments of 5% COAL UNDIFFERENTIATED: Black , no visible gas
noted
HOPELAND-17 WELL COMPLETION
1
517.00 520.00 Fresh 70% MUDSTONE: Brownish ; with 25% SILTSTONE: Dark Grey
; with 5% CARBONACEOUS SHALE / CARBONACEOUS MUD: Black ,
no visible gas noted520.00 526.00 Fresh 50% SANDSTONE: Grey , Very Fine Sand Grainsize , Medium
Hardness ; interbedded with 40% MUDSTONE: Brownish ; with
fragments of 10% COAL UNDIFFERENTIATED: Black , no visible gas
noted
HOPELAND-17 WELL COMPLETION
1
526.00 533.00 Fresh 80% SILTSTONE: Dark Brown ; interbedded with 20%
SANDSTONE: Grey , Very Fine Sand Grainsize , Low-Medium Hardness533.00 534.00 Fresh 50% SILTSTONE: Dark Grey ; with lenses of 50% SIDERITE:
Red Brown534.00 536.00 Fresh 50% COAL UNDIFFERENTIATED: Black , No Visible
Hydrocarbons; with lenses of 30% SIDERITE: Red Brown ; interbedded
with 20% CARBONACEOUS SHALE / CARBONACEOUS MUD: Black ,
No Visible Hydrocarbons536.00 537.00 Fresh 80% CARBONACEOUS SHALE / CARBONACEOUS MUD:
Brownish , no visible gas noted; interbedded with 20% COAL
UNDIFFERENTIATED: Black , no visible gas noted537.00 541.00 Fresh 70% SILTSTONE: Dark Grey ; interbedded with 30%
CARBONACEOUS SHALE / CARBONACEOUS MUD: Black , no visible
gas noted541.00 545.00 Fresh 90% SANDSTONE: Light Grey , Fine Sand Grainsize , Medium
Hardness ; with fragments of 10% COAL UNDIFFERENTIATED: Black ,
no visible gas noted545.00 552.00 Fresh 80% SILTSTONE: Dark Grey ; interbedded with 20%
CARBONACEOUS SHALE / CARBONACEOUS MUD: Black , no visible
gas noted552.00 554.00 Fresh SANDSTONE: Grey , Very Fine Sand Grainsize , Medium
Hardness554.00 555.00 Fresh 70% SANDSTONE: Grey , Very Fine Sand Grainsize , Medium
Hardness ; interbedded with 30% COAL UNDIFFERENTIATED: Black ,
no visible gas noted555.00 562.00 Fresh 90% SILTSTONE: Dark Grey ; interbedded with 10%
MUDSTONE: Brownish562.00 564.00 Fresh COAL UNDIFFERENTIATED: Black , No Visible Hydrocarbons
564.00 565.00 Fresh SILTSTONE: Dark Grey
565.00 566.00 Fresh SILTSTONE: Dark Grey
566.00 567.00 Fresh 80% COAL UNDIFFERENTIATED: Black , No Visible
Hydrocarbons; interbedded with 20% MUDSTONE: Brownish567.00 575.00 Fresh SILTSTONE: Dark Grey
575.00 581.00 Fresh SILTSTONE: Grey
581.00 582.00 Fresh COAL UNDIFFERENTIATED: Black , No Visible Hydrocarbons
582.00 583.00 Fresh 80% MUDSTONE: Brownish ; interbedded with 10% CARBONACEOUS SHALE / CARBONACEOUS MUD: Black , no visible
gas noted; with fragments of 10% COAL UNDIFFERENTIATED: Black ,
no visible gas noted583.00 585.00 Fresh SILTSTONE: Dark Grey
585.00 594.00 Fresh 80% SANDSTONE: Grey , Fine Sand Grainsize , Medium
HOPELAND-17 WELL COMPLETION
1
Hardness ; interbedded with 20% SILTSTONE: Dark Grey594.00 604.00 Fresh 80% SILTSTONE: Dark Grey ; interbedded with 20%
MUDSTONE: Brownish
604.00 614.00 Fresh SILTSTONE: Dark Grey
614.00 624.00 Fresh SILTSTONE: Dark Grey , Sandy
624.00 633.00 Fresh 80% SILTSTONE: Dark Grey ; interbedded with 20% SANDSTONE: Grey , Very Fine Sand Grainsize , Medium Hardness
HOPELAND-17 WELL COMPLETION
1
633.00 638.00 Fresh 80% SILTSTONE: Dark Grey ; interbedded with 20%
MUDSTONE: Brownish638.00 639.00 Fresh 50% SILTSTONE: Dark Grey ; with lenses of 50% SIDERITE:
Red Brown639.00 643.00 Fresh 90% MUDSTONE: Grey ; with fragments of 10% COAL
UNDIFFERENTIATED: Black , no visible gas noted643.00 653.00 Fresh 10% SANDSTONE: Light Grey , Fine Sand Grainsize ,
Low-Medium Hardness ; with 20% SILTSTONE: Green ; with 70%
MUDSTONE: Dark Grey653.00 660.00 Fresh 80% SANDSTONE: Light Grey , Very Fine Sand Grainsize ; with
20% SILTSTONE: Grey660.00 663.00 Fresh 20% SANDSTONE: Light Grey , Very Fine Sand Grainsize ,
Low-Medium Hardness ; interbedded with 80% SILTSTONE: Dark Grey663.00 666.00 Fresh 80% SANDSTONE: Light Grey , Fine Sand Grainsize ,
Low-Medium Hardness ; interbedded with 20% SILTSTONE: Grey666.00 669.00 Fresh SANDSTONE: Light Grey Quartz sub Lithic , Coarse Sand
Grainsize , Low-Medium Hardness669.00 673.00 Fresh 70% SANDSTONE: Grey Lithic , Medium Sand Grainsize ,
Low-Medium Hardness ; interbedded with 20% COAL DULL AND
BRIGHT: Black , no visible gas noted; interbedded with 10% COAL
DULL AND BRIGHT: Black , no visible gas noted673.00 682.00 Fresh 30% SANDSTONE: Green , Very Fine Sand Grainsize ;
interbedded with 70% SILTSTONE: Green682.00 689.00 Fresh SANDSTONE: Light Grey Quartz sub Lithic , Fine-Medium Sand
Grainsize , Low-Medium Hardness689.00 692.00 Fresh 80% SANDSTONE: Grey Quartz sub Lithic , Fine Sand Grainsize ,
Medium Hardness ; interbedded with 20% SILTSTONE: Grey692.00 695.00 Fresh SANDSTONE: Grey Lithic , Fine Sand Grainsize , Low-Medium
Hardness695.00 698.00 Fresh SANDSTONE: Light Grey Quartz sub Lithic , Medium-Coarse
Sand Grainsize698.00 702.00 Fresh 90% SANDSTONE: Light Grey Quartz sub Lithic , Fine Sand
Grainsize , Medium Hardness ; interbedded with 10% SILTSTONE: Dark
Grey702.00 712.00 Fresh SANDSTONE: Medium Grey Quartz sub Lithic , Fine Sand
Grainsize , Medium Hardness712.00 715.00 Fresh SILTSTONE: Dark Grey , Sandy
715.00 721.00 Fresh 80% SANDSTONE: Light Grey Quartz sub Lithic , Medium-Coarse
Sand Grainsize ; interbedded with 20% SILTSTONE: Dark Grey721.00 724.00 Fresh 85% SANDSTONE: Light Grey Lithic , Very Fine Sand Grainsize ;
interbedded with 10% CARBONACEOUS SHALE / CARBONACEOUS
MUD: Dark Brown , no visible gas noted; with 5% SIDERITE: Brownish
HOPELAND-17 WELL COMPLETION
1
724.00 731.00 Fresh 20% SANDSTONE: Light Grey Quartz sub Lithic , Very Fine Sand
Grainsize ; interbedded with 80% SILTSTONE: Dark Grey , Sandy731.00 737.00 Fresh 50% SANDSTONE: Grey Quartz sub Lithic , Very Fine Sand
Grainsize ; interbedded with 50% SILTSTONE: Dark Grey737.00 741.00 Fresh 80% SANDSTONE: Light Grey Quartz sub Lithic , Medium Sand
Grainsize ; interbedded with 20% COAL DULL AND BRIGHT: Black ,
no visible gas noted741.00 747.00 Fresh 50% SANDSTONE: Light Grey Quartz sub Lithic , Very Fine Sand
HOPELAND-17 WELL COMPLETION
2
Grainsize , Silty ; interbedded with 50% SILTSTONE: Dark Grey747.00 751.00 Fresh 10% SANDSTONE: Light Grey , Very Fine Sand Grainsize ,
Medium-Hard Hardness ; interbedded with 90% SILTSTONE: Dark Grey751.00 754.00 Fresh 25% SANDSTONE: Light Grey , Very Fine Sand Grainsize ,
Medium-Hard Hardness , Silty ; interbedded with 75% SILTSTONE:
Dark Grey754.00 760.00 Fresh 90% SANDSTONE: Light Grey Quartz sub Lithic , Very Fine Sand
Grainsize , Medium-Hard Hardness ; with 10% CARBONACEOUS
SHALE / CARBONACEOUS MUD: Dark Brown , no visible gas noted760.00 770.00 Fresh 60% SANDSTONE: Light Grey Lithic , Fine-Medium Sand
Grainsize , Medium-Hard Hardness ; interbedded with 40%
SILTSTONE: Dark Grey770.00 780.00 Fresh 70% SANDSTONE: Light Grey Quartz sub Lithic , Fine Sand
Grainsize , Medium-Hard Hardness ; interbedded with 30%
SILTSTONE: Dark Grey780.00 783.00 Fresh 10% SANDSTONE: Light Grey Quartz sub Lithic , Very Fine Sand
Grainsize , Medium-Hard Hardness ; interbedded with 90%
SILTSTONE: Grey783.00 790.00 Fresh 90% SANDSTONE: Light Grey Quartz sub Lithic , Very Fine Sand
Grainsize , Medium-Hard Hardness ; interbedded with 10%
CARBONACEOUS SHALE / CARBONACEOUS MUD: Dark Brown , no
visible gas noted790.00 800.00 Fresh 60% SANDSTONE: Light Grey Quartz sub Lithic , Very Fine Sand
Grainsize ; interbedded with 30% SILTSTONE: Grey ; with 10%
CARBONACEOUS SHALE / CARBONACEOUS MUD: Dark Brown , no
visible gas noted800.00 809.00 Fresh 70% SANDSTONE: Grey , Very Fine Sand Grainsize ,
Medium-Hard Hardness ; interbedded with 20% SILTSTONE: Medium
Grey ; with 10% CARBONACEOUS SHALE / CARBONACEOUS MUD:
Dark Brown , no visible gas noted809.00 816.00 Fresh 40% SANDSTONE: Light Grey , Fine Sand Grainsize ;
interbedded with 60% SILTSTONE: Dark Grey816.00 819.00 Fresh 60% SANDSTONE: Light Grey Lithic , Fine Sand Grainsize ,
Medium-Hard Hardness ; interbedded with 40% SILTSTONE: Dark Grey819.00 822.00 Fresh 70% SANDSTONE: Light Grey Lithic , Very Fine Sand Grainsize ,
Medium-Hard Hardness ; interbedded with 30% SILTSTONE: Dark Grey822.00 826.00 Fresh 10% SANDSTONE: Light Grey , Very Fine Sand Grainsize ;
interbedded with 90% SILTSTONE: Dark Grey826.00 829.00 Fresh 70% SANDSTONE: Light Grey , Very Fine Sand Grainsize ;
interbedded with 30% SILTSTONE: Dark Grey829.00 832.00 Fresh 40% SANDSTONE: Light Grey Quartz sub Lithic , Very Fine Sand
HOPELAND-17 WELL COMPLETION
2
Grainsize , Medium-Hard Hardness , Silty ; interbedded with 60%
SILTSTONE: Dark Grey832.00 839.00 Fresh 70% SANDSTONE: Light Grey Quartz sub Lithic , Very Fine Sand
Grainsize , Medium-Hard Hardness ; interbedded with 30%
SILTSTONE: Dark Grey839.00 845.00 Fresh 60% SANDSTONE: Light Grey , Very Fine Sand Grainsize ,
Medium-Hard Hardness ; interbedded with 30% SILTSTONE: Dark Grey
; interbedded with 10% CARBONACEOUS SHALE / CARBONACEOUS
MUD: Dark Brown , no visible gas noted845.00 848.00 Fresh 60% SILTSTONE: Dark Grey ; interbedded with 30%
SANDSTONE: Light Grey , Very Fine Sand Grainsize ; interbedded with
HOPELAND-17 WELL COMPLETION
1
10% CARBONACEOUS SHALE / CARBONACEOUS MUD: Dark Brown
, no visible gas noted848.00 855.00 Fresh 60% SILTSTONE: Dark Grey ; interbedded with 40%
SANDSTONE: Light Grey , Very Fine Sand Grainsize855.00 858.00 Fresh 80% SILTSTONE: Dark Grey ; interbedded with 20%
SANDSTONE: Light Grey , Very Fine Sand Grainsize , Silty858.00 861.00 Fresh SILTSTONE: Dark Grey
861.00 865.00 Fresh 80% SILTSTONE: Dark Grey ; interbedded with 20%
SANDSTONE: Light Grey , Very Fine Sand Grainsize865.00 868.00 Fresh 70% SILTSTONE: Dark Grey ; interbedded with 30%
SANDSTONE: Medium Grey , Very Fine Sand Grainsize
868.00 878.00 Fresh SILTSTONE: Dark Grey , Sandy
878.00 885.00 Fresh 90% SANDSTONE: Light Grey Quartz sub Lithic , Fine Sand Grainsize ; interbedded with 10% SILTSTONE: Dark Grey
885.00 888.00 Fresh 85% SANDSTONE: Light Grey Quartz sub Lithic , Fine Sand
Grainsize ; with fragments of 15% COAL DULL: Black , no visible gas
noted888.00 897.00 Fresh 70% SANDSTONE: Light Grey , Medium Sand Grainsize ;
interbedded with 30% SILTSTONE: Dark Grey897.00 900.00 Fresh 90% SANDSTONE: Light Grey Quartz sub Lithic , Medium Sand
Grainsize ; with bands of 10% SILTSTONE: Dark Grey900.00 904.00 Fresh 60% SANDSTONE: Light Grey , Fine Sand Grainsize ; with 40%
SILTSTONE: Dark Grey904.00 907.00 Fresh 90% SANDSTONE: Light Grey Quartz sub Lithic , Coarse Sand
Grainsize ; with fragments of 10% COAL DULL: Black , no visible gas
noted907.00 910.00 Fresh 70% SANDSTONE: Light Grey Lithic , Fine-Medium Sand
Grainsize ; with bands of 30% SILTSTONE: Dark Grey910.00 917.00 Fresh 90% SANDSTONE: Light Grey Quartz sub Lithic , Medium Sand
Grainsize , Low-Medium Hardness ; with fragments of 10%
CARBONACEOUS SHALE / CARBONACEOUS MUD: Black , no visible
gas noted917.00 926.00 Fresh SILTSTONE: Dark Grey
926.00 933.00 Fresh 80% SILTSTONE: Dark Grey ; interbedded with 20% MUDSTONE: Brownish
933.00 936.00 Fresh 70% SILTSTONE: Dark Grey ; interbedded with 20%
MUDSTONE: Dark Grey ; interbedded with 10% SANDSTONE: Light
Grey , Very Fine Sand Grainsize , Medium Hardness936.00 943.00 Fresh 70% SILTSTONE: Dark Grey ; interbedded with 20%
MUDSTONE: Dark Brown ; interbedded with 10% SANDSTONE: Grey ,
Very Fine Sand Grainsize , Low-Medium Hardness , Silty943.00 946.00 Fresh 70% SILTSTONE: Dark Grey ; interbedded with 20%
MUDSTONE: Brownish ; interbedded with 10% SANDSTONE: Grey ,
HOPELAND-17 WELL COMPLETION
1
Very Fine Sand Grainsize , Medium Hardness , Silty946.00 956.00 Fresh 80% SILTSTONE: Dark Grey ; interbedded with 20%
MUDSTONE: Dark Brown956.00 962.00 Fresh 80% SILTSTONE: Dark Grey ; with bands of 20% MUDSTONE:
Dark Brown962.00 965.00 Fresh 50% SILTSTONE: Dark Grey ; interbedded with 40%
SANDSTONE: Light Grey Quartz sub Lithic , Very Fine Sand Grainsize ,
HOPELAND-17 WELL COMPLETION
1
Medium Hardness ; with bands of 10% MUDSTONE: Dark Brown965.00 974.00 Fresh 80% SILTSTONE: Dark Grey ; interbedded with 15%
MUDSTONE: Dark Brown ; with 5% SANDSTONE: Light Grey , Very
Fine Sand Grainsize , Medium Hardness974.00 977.00 Fresh 50% SILTSTONE: Dark Grey ; with 30% SANDSTONE: Light
Grey Quartzose , Fine Sand Grainsize ; with 20% MUDSTONE: Dark
Grey977.00 980.00 Fresh 70% SANDSTONE: Light Grey Quartzose , Medium-Coarse Sand
Grainsize , Low-Medium Hardness ; interbedded with 25% SILTSTONE:
Dark Grey ; interbedded with 5% MUDSTONE: Brownish980.00 984.00 Fresh 70% SANDSTONE: Light Grey Quartz sub Lithic , Very Fine Sand
Grainsize , Low-Medium Hardness ; interbedded with 25% SILTSTONE:
Dark Grey ; interbedded with 5% MUDSTONE: Dark Brown984.00 987.00 Fresh 70% SANDSTONE: Light Grey , Very Fine Sand Grainsize ,
Low-Medium Hardness ; interbedded with 25% SILTSTONE: Dark Grey
; interbedded with 5% MUDSTONE: Dark Grey987.00 990.00 Fresh 80% SANDSTONE: Light Grey Quartz sub Lithic , Very Fine Sand
Grainsize , Low-Medium Hardness ; interbedded with 15% SILTSTONE:
Medium Grey ; interbedded with 5% MUDSTONE: Dark Grey990.00 993.00 Fresh 90% SANDSTONE: Light Grey Quartz sub Lithic , Very Fine Sand
Grainsize , Low Hardness , Clayey ; interbedded with 5% SILTSTONE:
Medium Grey ; interbedded with 5% MUDSTONE: Dark Grey993.00 996.00 Fresh 50% SANDSTONE: Light Grey Quartz sub Lithic , Very Fine Sand
Grainsize , Low-Medium Hardness ; interbedded with 30% SILTSTONE:
Medium Grey ; interbedded with 20% MUDSTONE: Dark Grey996.00 999.00 Fresh 40% SANDSTONE: Light Grey Quartz sub Lithic , Very Fine Sand
Grainsize , Low-Medium Hardness ; interbedded with 30% SILTSTONE:
Dark Grey ; interbedded with 20% MUDSTONE: Dark Grey ; with 10%
COAL DULL: Black , no visible gas noted999.00 1003.00 Fresh 30% SANDSTONE: Light Grey Quartz sub Lithic , Very Fine Sand
Grainsize , Medium Hardness ; interbedded with 50% SILTSTONE:
Medium Grey ; with 20% MUDSTONE: Dark Grey1003.00 1006.00 Fresh 50% SILTSTONE: Medium Grey ; interbedded with 30%
SANDSTONE: Light Grey , Very Fine Sand Grainsize , Low-Medium
Hardness ; with bands of 20% MUDSTONE: Dark Grey1006.00 1009.00 Fresh 60% SANDSTONE: Light Grey Quartz sub Lithic , Fine Sand
Grainsize , Low-Medium Hardness ; interbedded with 40% SILTSTONE:
Medium Grey1009.00 1012.00 Fresh 70% SANDSTONE: Light Grey Quartz sub Lithic , Fine Sand
Grainsize , Low-Medium Hardness ; interbedded with 30% SILTSTONE:
Dark Grey1012.00 1015.00 Fresh 70% SANDSTONE: Light Grey Quartz sub Lithic , Fine Sand
HOPELAND-17 WELL COMPLETION
1
Grainsize , Low-Medium Hardness ; interbedded with 30% SILTSTONE:
Dark Grey1015.00 1018.00 Fresh 80% SANDSTONE: Light Grey , Very Fine Sand Grainsize ,
Low-Medium Hardness ; with bands of 20% SILTSTONE: Dark Grey1018.00 1021.00 Fresh 40% SANDSTONE: Light Grey , Very Fine Sand Grainsize ,
Low-Medium Hardness ; interbedded with 30% SILTSTONE: Dark Grey
; interbedded with 30% CARBONACEOUS SHALE / CARBONACEOUS
MUD: Dark Brown , no visible gas noted1021.00 1024.00 Fresh 60% SANDSTONE: Light Grey , Very Fine Sand Grainsize ,
Low-Medium Hardness ; with 30% SILTSTONE: Dark Grey ; with 5%
HOPELAND-17 WELL COMPLETION
1
CARBONACEOUS SHALE / CARBONACEOUS MUD: Dark Brown , no
visible gas noted; with 5% COAL DULL: Black , no visible gas noted1024.00 1027.00 Fresh 70% SILTSTONE: Dark Grey ; interbedded with 20%
SANDSTONE: Light Grey , Very Fine Sand Grainsize , Low-Medium
Hardness ; with 10% CARBONACEOUS SHALE / CARBONACEOUS
MUD: Dark Brown , no visible gas noted1027.00 1030.00 Fresh 75% SILTSTONE: Dark Grey ; interbedded with 25%
SANDSTONE: Light Grey , Very Fine Sand Grainsize , Low-Medium
Hardness1030.00 1034.00 Fresh 80% SILTSTONE: Dark Grey ; interbedded with 20%
SANDSTONE: Light Grey , Very Fine Sand Grainsize1034.00 1037.00 Fresh 80% SILTSTONE: Dark Grey ; interbedded with 20%
SANDSTONE: Light Grey , Very Fine Sand Grainsize , Low-Medium
Hardness1037.00 1041.00 Fresh 95% SILTSTONE: Dark Grey ; interbedded with 5%
SANDSTONE: Light Grey , Very Fine Sand Grainsize1041.00 1044.00 Fresh 70% SILTSTONE: Dark Grey ; interbedded with 30%
SANDSTONE: Light Grey , Very Fine Sand Grainsize , Low-Medium
Hardness1044.00 1051.00 Fresh 95% SILTSTONE: Dark Grey ; interbedded with 5%
SANDSTONE: Light Grey , Very Fine Sand Grainsize1051.00 1060.00 Fresh 70% SANDSTONE: Light Grey Lithic , Very Fine Sand Grainsize ,
Low-Medium Hardness ; with bands of 30% SILTSTONE: Dark Grey1060.00 1070.00 Fresh 60% SANDSTONE: Light Grey Lithic , Fine-Medium Sand
Grainsize ; with bands of 40% SILTSTONE: Dark Grey
1070.00 1073.00 Fresh 80% SANDSTONE: Light Grey Lithic , Fine-Medium Sand Grainsize , Medium Hardness ; with bands of 20% SILTSTONE: Dark
Grey1073.00 1073.57 Fresh 80% SANDSTONE: Light Grey Lithic , Fine-Medium Sand
Grainsize ; interbedded with 20% SILTSTONE: Dark Grey1074.00 1077.87 Fresh 70% SILTSTONE: Dark Grey , Very Thin to Thinly Bedded ,
Calcite In Veins; interbedded with 30% SANDSTONE: Light Grey Quartz
sub Lithic , Fine Sand Grainsize , Well Sorted Sub-rounded Moderate
Sphericity Grains , Medium-Hard Hardness , Very Thin to Thinly Bedded
, with Poor; Sharp Planar Base; Competent Core; 30 degree slickensided
fracture at 0.67m and 1.95m from top of unit. 2 calcite viens in middle of
unit.1077.87 1082.82 Fresh SANDSTONE: Light Grey Quartz sub Lithic , Fine Sand Grainsize
, Moderately Sorted Sub-rounded Moderate Sphericity Grains ,
Argillaceous Cement , Medium-Hard Hardness , Medium Bedding Low
Angle Bedding , Silty , with Fair; Base Not Recovered; Competent Core;
HOPELAND-17 WELL COMPLETION
1
occasional siltstone bands at base of unit. Siltstone rip up clasts at
2.41m to 2.71m and 3.45m to 3.53m from top of unit1083.00 1083.09 Fresh SANDSTONE: Light Grey Quartz sub Lithic , Fine Sand Grainsize
, Well Sorted Sub-rounded Moderate Sphericity Grains , Argillaceous
Cement , Medium-Hard Hardness , Medium Bedding Low Angle Bedding
, Silty , with Fair; Gradational Base; Competent Core1083.09 1083.57 Fresh 80% SILTSTONE: Dark Grey Low Angle Bedding , Carbonaceous
, Calcite In Veins; interbedded with 20% MUDSTONE: Dark Grey ;
Gradational Base; Competent Core1083.57 1083.67 Fresh CARBONACEOUS SHALE / CARBONACEOUS MUD: Blue Grey ,
Calcite In Veins, no visible gas noted; Gradational Base; Competent
HOPELAND-17 WELL COMPLETION
1
Core; Stoney coal in part, calicite viening at base of unit1083.67 1084.15 Fresh SILTSTONE: Dark Brown , Carbonaceous ; Gradational Base;
Competent Core; Mudstone lamination through unit, carbonaceous in
part1084.15 1086.54 Fresh 80% SANDSTONE: Light Grey Quartz sub Lithic , Fine Sand
Grainsize , Moderately Sorted Sub-rounded Moderate Sphericity Grains ,
Argillaceous Cement , Medium-Hard Hardness Low Angle Bedding ,
with Poor; interbedded with 20% SILTSTONE: Dark Grey ; Gradational
Base; Competent Core1086.54 1092.19 Fresh SANDSTONE: Light Grey Quartz sub Lithic , Fine Sand Grainsize
, Well Sorted Sub-rounded Moderate Sphericity Grains , Argillaceous
Cement , Hard Hardness Low Angle Bedding ; Base Not Recovered;
Competent Core1092.00 1092.06 Fresh CARBONACEOUS SHALE / CARBONACEOUS MUD: Blue Grey
, no visible gas noted; Slickensided Base; Competent Core1092.06 1092.91 Fresh 70% SANDSTONE: Light Grey Quartzose , Fine Sand Grainsize ,
Medium-Hard Hardness Low Angle Bedding , with Poor; with 30%
SILTSTONE: Dark Grey ; Gradational Base; Competent Core1092.91 1093.23 Fresh 90% SILTSTONE: Dark Grey Low Angle Bedding ; inter-laminated
with 10% MUDSTONE: Dark Grey ; Gradational Base; Competent Core1093.23 1095.97 Fresh 80% SANDSTONE: Light Grey Quartzose , Fine Sand Grainsize ,
Well Sorted Sub-rounded Moderate Sphericity Grains , Medium-Hard
Hardness , with Poor; interbedded with 20% SILTSTONE: Dark Grey ;
Gradational Base; Competent Core1095.97 1096.45 Fresh SILTSTONE: Dark Grey Low Angle Bedding , Sandy ; Gradational
Base; Competent Core; Sandstone bands through out unit1096.45 1098.80 Fresh 80% SANDSTONE: Light Grey Quartzose , Fine Sand Grainsize ,
Moderately Sorted Sub-rounded Moderate Sphericity Grains ,
Medium-Hard Hardness , Very Thin to Thinly Bedded Disturbed Bedding
, with Poor; interbedded with 20% SILTSTONE: Dark Grey , Very Thin to
Thinly Bedded Disturbed Bedding ; Gradational Base; Competent Core1098.80 1101.00 Fresh SANDSTONE: Light Grey Quartzose , Coarse Sand Grainsize ,
Poorly Sorted Sub-angular Low Sphericity Grains , Low-Medium
Hardness , Massive , Unit Fines Upwards , with High Visible Pososity;
Base Not Recovered; Competent Core1101.00 1101.18 Fresh 80% SANDSTONE: Light Grey Quartzose , Fine Sand Grainsize ,
Well Sorted , Medium-Hard Hardness , Medium Bedding Low Angle
Bedding , with Poor; interbedded with 20% SILTSTONE: Dark Grey Low
Angle Bedding ; Slickensided Base; Competent Core
HOPELAND-17 WELL COMPLETION
1
1101.18 1101.44 Fresh SANDSTONE: Light Grey Quartzose , Coarse Sand Grainsize , Moderately Sorted Sub-angular Low Sphericity Grains , Medium
Hardness , Quartz , with Good; Slickensided Base; Competent Core1101.44 1101.62 Fresh 90% SANDSTONE: Light Grey Quartzose , Fine Sand Grainsize ,
Well Sorted Sub-angular Low Sphericity Grains , Medium-Hard Hardness
, Medium Bedding Low Angle Bedding , with Fair; inter-laminated with
10% SILTSTONE: Dark Grey , Laminated Low Angle Bedding ; Base
Not Recovered; Competent Core1101.62 1110.10 Fresh 99% SANDSTONE: Light Grey Quartzose , Coarse Sand
Grainsize , Moderately Sorted Sub-angular Low Sphericity Grains ,
Medium-Hard Hardness , Thickly Bedded Massive , with Good;
inter-laminated with 1% MUDSTONE: Dark Grey , Laminated Disturbed
Bedding ; Base Not Recovered; Competent Core; Mudstone band at
2.61m, 2.75m and 5.90m from top of unit
HOPELAND-17 WELL COMPLETION
1
1110.00 1110.70 Fresh 99% SANDSTONE: Light Grey Quartzose , Medium-Coarse SandGrainsize , Moderately Sorted Sub-angular Low Sphericity Grains ,
Medium Hardness Massive , with Good; with wisps of 1%
CARBONACEOUS SHALE / CARBONACEOUS MUD: Black Low Angle
Bedding , Carbonaceous , no visible gas noted; Slickensided Base;
Competent Core; Carbonaceous wisps in middle of unit1110.70 1110.78 Fresh SILTSTONE: Dark Grey ; Slickensided Base; Competent Core
1110.78 1113.02 Fresh 99% SANDSTONE: Light Grey Quartzose , Medium-Coarse Sand
Grainsize , Moderately Sorted Sub-angular Low Sphericity Grains ,
Medium-Hard Hardness , Quartz , with High Visible Pososity; towards
base of unit 1% SILTSTONE: Dark Grey ; Slickensided Base;
Competent Core1113.02 1113.27 Fresh 99% SILTSTONE: Dark Grey , Thinly Bedded Low Angle Bedding
; with bands of 1% SANDSTONE: Light Grey , Fine Sand Grainsize ,
Medium Hardness , Very Thinly Bedded ; Slickensided Base; Competent
Core1113.27 1113.56 Fresh 60% SANDSTONE: Light Grey Quartzose , Medium-Coarse Sand
Grainsize , Moderately Sorted Sub-angular Low Sphericity Grains ,
Medium-Hard Hardness , with Good; interbedded with 40%
SILTSTONE: Dark Grey ; Slickensided Base; Competent Core1113.56 1113.66 Fresh SILTSTONE: Dark Grey ; Slickensided Base; Competent Core
1113.66 1115.10 Fresh SANDSTONE: Light Grey Quartzose , Very Coarse Sand Grainsize , Poorly Sorted Sub-angular Low Sphericity Grains ,
Low-Medium Hardness , Massive , Pyrite , with High Visible Pososity;
Slickensided Base; Competent Core; clasts at base of unit1115.10 1118.96 Fresh SANDSTONE: Light Grey Quartzose , Fine-Medium Sand
Grainsize , Moderately Sorted Sub-rounded Moderate Sphericity Grains ,
Medium-Hard Hardness Low Angle Bedding , with Fair; Base Not
Recovered; Competent Core; occasional siltstone bands at top of unit1119.00 1122.59 Fresh SANDSTONE: Light Grey Quartzose , Medium-Coarse Sand
Grainsize , Moderately Sorted Sub-angular Low Sphericity Grains ,
Medium-Hard Hardness , Massive Massive , Unit Fines Upwards , with
Good; Slickensided Base; Competent Core1122.59 1122.79 Fresh CARBONACEOUS SHALE / CARBONACEOUS MUD: Dark
Brown , Medium Bedding , Fissile , no visible gas noted; Gradational
Base; Competent Core1122.79 1123.28 Fresh SILTSTONE: Medium Grey , Carbonaceous , Calcite In Veins;
Gradational Base; Competent Core1123.28 1123.69 Fresh CARBONACEOUS SHALE / CARBONACEOUS MUD: Dark
HOPELAND-17 WELL COMPLETION
1
Brown , Fissile , no visible gas noted; Slickensided Base; Competent
Core1123.69 1125.26 Fresh 70% SANDSTONE: Light Grey Quartzose , Medium-Coarse Sand
Grainsize , Moderately Sorted Sub-angular Low Sphericity Grains ,
Medium-Hard Hardness , Thinly Bedded Low Angle Bedding ,
Carbonaceous Unit Fines Upwards , with Fair; interbedded with 30%
SILTSTONE: Dark Grey , Thinly Bedded Low Angle Bedding ;
Slickensided Base; Competent Core1125.26 1126.82 Fresh 60% SANDSTONE: Light Grey Quartzose , Very Fine Sand
Grainsize , Moderately Sorted Sub-rounded Moderate Sphericity Grains ,
Medium-Hard Hardness Disturbed Bedding , with Poor; inter-laminated
with 40% SILTSTONE: Dark Grey Cross Bedding ; Slickensided Base;
Competent Core1126.82 1127.81 Fresh 99% SILTSTONE: Dark Grey , Thinly Bedded Cross Bedding ,
Sandy ; inter-laminated with 1% CARBONACEOUS SHALE /
CARBONACEOUS MUD: Black , Laminated Disturbed Bedding , no visible gas noted; Sharp Irregular Base; Competent Core
1127.81 1128.00 Fresh SANDSTONE: Light Grey Quartzose , Fine Sand Grainsize ,
Moderately Sorted , Medium-Hard Hardness , with Poor; Base Not
Recovered; Competent Core1128.00 1128.60 Fresh SANDSTONE: Light Grey Quartzose , Fine Sand Grainsize ,
Moderately Sorted Sub-rounded Moderate Sphericity Grains ,
Medium-Hard Hardness , Thinly Bedded Low Angle Bedding , Silty , with
Poor; Base Not Recovered; Competent Core1128.50 1129.16 Fresh 60% SANDSTONE: Light Grey Quartzose , Fine Sand Grainsize ,
Moderately Sorted Sub-rounded Moderate Sphericity Grains ,
Medium-Hard Hardness Disturbed Bedding , with Poor; interbedded with
40% SILTSTONE: Dark Grey ; Slickensided Base; Competent Core1129.16 1136.38 Fresh ANDESITE FLOW (INTERMEDIATE VOLCANICS): Green ,
Calcite In Veins; Base Not Recovered; Competent Core1136.38 1174.00 Fresh 88% ANDESITE FLOW (INTERMEDIATE VOLCANICS): Dark ,
Minor Calcite; with 10% ANDESITE FLOW (INTERMEDIATE
VOLCANICS): Green ; towards top of unit 1% CARBONACEOUS
SHALE / CARBONACEOUS MUD: Dark , no visible gas noted; towards
middle of unit 1% SANDSTONE: Grey , Very Fine Sand Grainsize1174.00 1180.00 Fresh 60% ANDESITE FLOW (INTERMEDIATE VOLCANICS): Dark ,
Minor Calcite; with 5% ANDESITE FLOW (INTERMEDIATE
VOLCANICS): Green ; with 35% SILTSTONE: Dark Grey1180.00 1184.00 Fresh 50% ANDESITE FLOW (INTERMEDIATE VOLCANICS): Dark ,
Minor Calcite; with 5% ANDESITE FLOW (INTERMEDIATE
VOLCANICS): Green ; with 45% SILTSTONE: Dark1184.00 1212.00 Fresh 75% SILTSTONE: Dark ; with 5% ANDESITE FLOW
(INTERMEDIATE VOLCANICS): Green ; with 20% ANDESITE FLOW
(INTERMEDIATE VOLCANICS): Dark1212.00 1218.00 Fresh 55% SILTSTONE: Reddish ; with 30% SILTSTONE: Dark ; with
10% ANDESITE FLOW (INTERMEDIATE VOLCANICS): Green ; with
5% ANDESITE FLOW (INTERMEDIATE VOLCANICS): Dark1218.00 1223.00 Fresh 50% SILTSTONE: Dark ; with 35% SILTSTONE: Red Brown ;
with 10% ANDESITE FLOW (INTERMEDIATE VOLCANICS): Green ;
with 5% ANDESITE FLOW (INTERMEDIATE VOLCANICS): Dark
HOPELAND-17 WELL COMPLETION
2
CD U mi n CD <D
<tn o’73 0
c c
3— —co
03b b C
o 0 0
BOREHOLE RECORD Last Edited: 09-FEB-2013 13:20Bit Sizemillimetres Depth From metres Depth To metres
311.200 6.00 197.90
CASING RECORDType Size
millimetres Depth From metres Shoe Depth metresWeightpounds/ft
CONDUCT 355.600 0.00 6.00 0.00
REMARKS# RUN 1 IS THE PRIMARY DEPTH REFERENCE LOG. ALL OTHER RUNS ARE CORRELATED BACK TO THIS LOG.
# SOFTWARE ISSUE: VERSION 13.04.8492, NOV 05, 2012.
# CUSTOMER SCALES AND INTERVALS LOGGED.
# RUN 1: HFS, MAI, MFE, MPD, MDN, MBN, MCG, MCB TOOLS RAN IN COMBINATION. - TIME ON BOTTOM: 14:30 / 9 FEB 2013.
# HARDWARE:- MDN: 1 x DUAL BOWSPRING.. -MAI: 2 X 1.0" STANDOFFS.
# MPD AND MDN CORRECTED FOR CALIPER AND MUD DENSITY.
# SERVICE REPORT NUMBER: 30080.
IO03CH
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0i-
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HOPELAND-17 WELL COMPLETION
3
# TOTAL HOLE VOLUME (HVOL) FROM T.D. TO SURFACE CASING =13.9 CUBIC METRES.
# TOTAL ANNULAR HOLE VOLUME (AVOL) FROM T.D. TO SURFACE CASING WITH 9.625" CASING = 5.2 CUBIC METRES.
# LOGGING CREW: ENGINEER - J. ZHANG; OPERATORS - G. HANSEN, P. ABEL.
All interpretations are opinions based on inferences from electrical or other measurements and we cannot, and do not, guarantee the accuracy or correctness of any interpretations, and we shall not, except in the case of gross or wilful negligence on our part, be liable or responsible for any loss, costs, damages or expenses incurred or sustained by anyone resulting from any interpretation made by any of our officers, agents or employees. These interpretations are also subject to our general terms and conditions in our price schedule.
HOPELAND-17 WELL COMPLETION
4every 60.0 sec
HOPELAND-17 WELL COMPLETION
5
HVIevery
0.1 cu m0.1 cu m------------->
0
Gamma Ray API 100
200200 300 400
Spontaneous Potential
millivolts ------->| 20 |<—4-
150
Density Calipermillimetres
275-----------1---------
400
150
Bit Sizemillimetres
275.........I-.......
400
DST Uphole Tension pounds 0 10001000 2000
Depthin
Metres
BoreholeTemp indeg C
AnnularIntegral
every
0.20
Shallow FE ohm
metres2000.45
Base Neutron Porosity percent 15
-151 10 100 10001
Medium Induction
ohm metres020 2000,-0.25
1 10 100 1000
Deep Induction
ohm metres0.20 2000.1
1 10 100 1000
ReplayScale1:500
Depth Based Data - Maximum Sampling Increment 10.0cmFilename: C:\DOCUME~1 \LUCY\LOCALS~1\Temp\We...\Hopeland-17_10cm_CMP_OH_20130209.dtaSystem Versions: Processed with 13.04.8492 Plotted with 13.03.7074
Density Correctiongrams/cc
0 ................i................ 0.25
Compensated Densitygrams/cc
2 3----------------1----------------------------
PEbarns/electron
5 10............I..................................
Plotted on 09-FEB-2013 15:40 Recorded on 09-FEB-2013 14:26
HOPELAND-17 WELL COMPLETION
6
BEFORE SURVEY CALIBRATIONC:\DOCUME~1 \LUCY\LOCALS~1 \Temp\Weatherford PreView\0\Hopeland-17 10cm CMP OH 20130209 REPEAT SECTION.dta
General Constants All 000 Last Edited on 09-FEB-2013,15:23
General ParametersMud Resistivity 6.000 ohm-metresMud Resistivity Temperature 25.000 degrees CWater Level 0.000 metresDensity/Neutron Processing Wet Hole
Hole/Annular Volume and Differential Caliper ParametersHVOL Method Single CaliperHVOL Caliper 1 Density CaliperHVOL Caliper 2 N/AAnnular Volume Diameter 244.470 mmCaliper for Differential Caliper None
Rwa ParametersPorosity used Base Density PorosityResistivity used Deep InductionRWA Constant A 0.610RWA Constant M 2.150
High Resolution Temperature Calibration MCG-D.A 278Field Calibration on 09-FEB-2013,12:52
Measured Calibrated (Deg C)Lower 0.00 0.00Upper 100.00 100.00
High Resolution Temperature Constants MCG-D.A 278 Last Edited on 09-FEB-2013,12:52
Pre-filter Length 11
Gamma Calibration MCG-D.A 278Field Calibration on 09-FEB-2013 12:55
Measured Calibrated (API)Background 32 22Calibrator (Gross) 1447 973Calibrator (Net) 1415 951
Gamma Constants MCG-D.A 278 Last Edited on 09-FEB-2013,12:31
Gamma Calibrator Number 86Mud Density 1.08 gm/ccCaliper Source for Processing Density CaliperTool Position EccentredConcentration of KCI 0.00 kppm
Magnetometer Parameters MBN-C.A 59
Date Of Last Magnetometer Calibration 15-MAR-2011,09:19
X Magnetometer Y Magnetometer Z MagnetometerSlope -1.000000 1.009900 1.002600Offset 0.009233 0.015135 -0.014845
Magnetometer Constants MBN-C.A 59 Last Edited on
Magnetometer Calibrator Number 000
Accelerometer Parameters MBN-C.A 59Date Of Last Accelerometer Calibration 01-JAN-1998
X Accelerometer Y Accelerometer Z AccelerometerSlope -1.107650 -1.103850 -1.105700Offset 0.005064 0.005898 0.001418
Accelerometer Calibrator Number
Accelerometer Constants MBN-C.A59 000
Last Edited on 01-JAN-2002,00:16
HOPELAND-17 WELL COMPLETION
8
X AccelerometerSerial NumberCalibration Date
Bias(g)
Scale Factor(mA/g)
48201-Jan-1998 BO
0.00000e+000 SFO
3.00000e+000
B1 7.26358e-006SF1
2.72675e-004
B26.66424e-008
SF25.48992e-007
B3-3.41181 e-010
SF3-3.05523e-010
Y AccelerometerSerial Number 485Calibration Date 01-Jan-1998
BO B1 B2 B3Bias(g) 0.00000e+000 1.73262e-005 -1.56771 e-008 1.09336e-010
SFO SF1 SF2 SF3Scale Factor(mA/g) 3.00000e+000 2.65283e-004 5.48126e-007 -2.13226e-010
Z AccelerometerSerial Number 530Calibration Date 01-Jan-1998
BO B1 B2 B3Bias(g) 0.00000e+000 1.38336e-005 -8.50385e-009 7.92170e-011
SFO SF1 SF2 SF3Scale Factor(mA/g) 3.00000e+000 2.91054e-004 5.13267e-007 4.54645e-011
Navigation Constants MBN-C.A 59 Last Edited on 09-FEB-2013,12:56
Magnetic Declination 10.20 degrees East
Neutron Calibration MDN-A.B 169 Base Calibration on 01-FEB-2013 08:02Field Check on 09-FEB-2013 13:01
Base CalibrationMeasured Calibrated (cps)
Near Far Near Far3106 95 3714 110
Ratio 32.599 33.764
Field Calibrator at Base Calibrated (cps)2570 3404
Ratio 0.755
Field Check Calibrated (cps)2297 3282
Ratio 0.700
Neutron Constants MDN-A.B 169 Last Edited on 09-FEB-2013,12:56
Neutron Source Id NSN-31134Neutron Jig Number NECD-089Epithermal Neutron NoCaliper Source for Processing Density CaliperStand-off 0.00 mmMud Density 1.08 gm/ccLimestone Sigma 7.10 cuSandstone Sigma 4.26 cuDolomite Sigma 4.70 cuFormation Pressure Source Constant ValueFormation Pressure 0.00 kpsiTemperature Source MCG External TemperatureTemperature N/A degrees CMud Salinity 0.00 kppmSalinity Correction Not AppliedFormation Fluid Salinity Source Constant ValueFormation Fluid Salinity 0.00 kppmBarite Mud Correction Not Applied
FE Calibration MFE-A.A 58 Base Calibration on 22-JAN-2013 14:11Field Check on 09-FEB-2013 12:38
Base CalibrationMeasured
Calibrated (ohm-m)
Reference 1 0.0 0.0Reference 2 966.6 126.8
HOPELAND-17 WELL COMPLETION
9
ease unecK z/y.o
Field Check 279.6
FE Constants MFE-A.A 58 Last Edited on 09-FEB-2013,12:39
Running Mode No SleeveMFE K Factor 0.1268Caliper Source for FE correction Density CaliperCaliper Value for FE correction N/A millimetresRm Source for FE correction Temperature CorrTemp, for Rm Corr. MCG External TemperatureStand-off 25.4 millimetres
Induction Calibration MAI-A.A 68 Base Calibration on 18-AUG-2012,16:45Field Check on 09-FEB-2013 12:37
Base CalibrationTest Loop Calibration Measured Calibrated (mmho/m)
Channel Low High Low1 15.3 467.1 9.32 4.6 371.6 7.63 2.4 248.0 5.24 0.8 128.6 2.6
Array Temperature 19.3 Deg C
Channel Base Check (mmho/m) Field Check (mmho/m)Low High Low
1 17.2 3924.7 19.02 34.3 3658.7 34.7
3 32.2 3218.5 32.34 22.7 2154.6 22.5
Deep 20.3 2113.4 20.2Medium 46.0 4272.7 46.1Shallow 50.5 5373.8 51.4Array Temperature 17.6 33.5 Deg C
Induction Constants MAI-A.A 68 Last Edited on 09-FEB-2013,12:37
Induction Model VECTARCaliper for Borehole Corr. Density CaliperHole Size for Borehole Correction N/A millimetresTool Centred NoStand-off Type FinsStand-off 25.40 millimetresNumber of Fins on Stand-off 6.0000Stand-off Fin Angle 60.00 degreesStand-off Fin Width 25.4000 millimetresBorehole Corr. Rm Source Temperature CorrTemp, for Rm Corr. MCG External TemperatureSquasher Start 0.0020 mhos/metreSquasher Offset 0.0000 mhos/metre
Borehole NormalisationDRM1 0.0000 DRC1 0.0000DRM2 0.0000 DRC2 0.0000MRM1 0.0000 MRC1 0.0000MRM2 0.0000 MRC2 0.0000SRM1 0.0000 SRC1 0.0000SRM2 0.0000 SRC2 0.0000
Calibration Site CorrectionsChannel 1 0.00 m mhos/metreChannel 2 0.00 m mhos/metreChannel 3 0.00 m mhos/metreChannel 4 0.00 m mhos/metre
Apparent Porosity and Water Saturation Constants Archie Constant (A) 1.00Cementation Exponent (M) 2.00Saturation Exponent (N) 2.00
Measured Caliper (mm) Actual Caliper (mm)
Saturation of Water for Apor 100.00 percentResistivity of Water for Apor and Sw 0.05 ohm-mResistivity of Mud Filtrate for Sw 0.00 ohm-mSource for Rt 0.00Source for Rxo 0.00
Caliper Calibration MPD-B 138
Base CalibrationReading No Measured Calibrator Size (mm)
1 17344 101.752 26903 151.763 37038 202.694 47170 252.555 57936 304.956 N/A N/A
Field Calibration
Photo Density Calibration MPD-B 138 Base Calibration on 01-FEB-2013 09:20 Field Check on 09-FEB-2013 12:43
Density CalibrationBase Calibration
NearReference 1 53783Reference 2 22511
Measured
Calibrated (sdu)Far Near Far
29069 59513 307772649 25306 2544
Field Check at Base1106.2
Field Check1106.5
1338.0
1335.1
Base Calibration Measured CalibratedWS WH Ratio Ratio
Background 199 979Reference 1 19722 53598 0.371 0.372Reference 2 6101 22378 0.276 0.278
Field Check at Base199.0
Field Check200.7
979.2
979.5
Density Constants MPD-B 138 Last Edited on 09-FEB-2013,12:32
Density Source Id Nylon Calibrator Number Aluminium Calibrator Number Density Shoe ProfileCaliper Source for Processing PE Correction to Density Mud DensityMud Density Z/A Multiplier Mud Filtrate DensityDry Hole Mud Filtrate Density DNCTCRCT Density Z/A Correction
Matrix Density (gm/cc) 2.710.000.000.000.000.000.000.00
NSD-20722DNC-E-697
DAC-D-711 8 inch
Density Caliper Not
Applied 1.08 gm/cc1.111.00 gm/cc1.00 gm/cc0.00 gm/cc0.00 gm/cc
Advanced
Depth (m) 0.00 0.00 0.00 0.00 0.00 0.00 0.00
PE Calibration
Compact Comms Gamma MCG-D.A278 LG: 2.65 m WT: 63.9 lb OD: 57 mm
Compact Navigation MBN-C.A59 LG: 3.60 m WT: 70.5 lb OD: 57 mm
Compact NeutronMDN-A.B169 LG: 1.53 m WT: 50.7 lb OD: 57 mm
Compact Density/CaliperMPD-B 138 LG: 2.92 m WT: 90.4 lb OD: 62 mm
Compact Focussed ElectricMFE-A.A58 LG: 1.85 m WT: 48.5 lb OD: 57 mm
Compact InductionMAI-A.A68 LG: 3.53 m WT: 48.5 lb OD: 57 mm
Compact Hole FinderHFS1 LG: 0.24 m WT: 2.2 lb OD: 57 mm
Total Lenath: 16.99 m Weiaht: 394.6 lb
8.67 m
6.46 m
5.86 m
4.18 m
NPRL - Limestone Neutron Por.NPOR - Base Neutron Porosity
AVOL - Annular VolumeHVOL - Hole VolumeCLDC - Density Caliper HDEN - Vectar Processed Density DEN - Compensated Density DCOR - Density Correction DENF - Far Spaced Density DENN - Near Spaced Density PDPE - PE
FEFE-Shallow FE
HOPELAND-17 WELL COMPLETION
1
306.59
DOWNHOLE EQUIPMENTC:\DOCUME~1\LUCY\LOCALS~1\Temp\Weatherford PreView\0\Hopeland-17_10cm_CMP_OH_20130209_REPEAT_SECTION.dta
MCB-A 11B Tension CableheadMCB-A104 LG: 0.66 m WT: 19.81b OD: 57 mm
304.95
GRGC - Gamma RayCGXT - MCG External Temperature
8.67 m
6.46 m6.46 m5.88 m5.88 m5.88 m5.88 m5.77 m
-0.52 m SMTU - DST Uphole TensionAll measurements relative to tool zero.
0.79 m RILM - Medium Induction0.79 m RILD - Deep Induction0.07 m SPCG - Spontaneous Potential Tool Zero (0.52m from bottom)
HOPELAND-17 WELL COMPLETION
1
COMPANY ARROW ENERGYWELL HOPELAND-17FIELD HOPELANDPROVINCE/COUNTY QUEENSLANDCOUNTRY/STATE AUSTRALIAElevation Kelly Bushing metresElevation Drill Floor 315.76 metresElevation Ground Level 313.00 metres
First Reading metresDepth Driller 197.90 metresDepth Logger 198.00 metres
ARRAY INDUCTIONDENSITY-NEUTRON
Weatherford
HOPELAND-17 WELL COMPLETION
1
FRTFormation Sampling Well: Hopeland 17
Interval: 659.5 m – 1117.0 mField: Hopeland Location:
Queensland, AustraliaARROW ENERGY
Prepared by
Weatherford Australia Pty LtdLevel 12, Mary Street Brisbane
QLD 4000 Australia Tel: +61(0) 7
3214 3000
Fax: +61(0) 7 3214 3001
February 2013
For further information, please contact:
Hurul Aini Yahya (Log Analyst) HurulAini.Yahya@ap.weatherford.com
Mike Yakimov (BU Mngr Petroleum Consulting) Mikhail.Yakimov@ap.weatherford.com
Since well log interpretation are opinions base upon from well logs, we cannot and do not guarantee the correctness or accuracy of any interpretation. Therefore we shall not be able or responsible for any loss, damage, cost or expense incurred or sustained by anyone resulting from any interpretation.
* Mark of Weatherford
HOPELAND-17 WELL COMPLETION
2
Table of Contents1 Introduction...............................................................................................................................3
1.1 Background........................................................................................................................................3
1.2 Objective.............................................................................................................................................3
1.3 Scope of work.....................................................................................................................................3
2 Hopeland 17: Summary and Conclusions..............................................................................43 Data provided............................................................................................................................5
3.1 Sample 1............................................................................................................................................6
3.2 Pressure Transient Analysis for Test 1..............................................................................................7
3.3 Sample 2..........................................................................................................................................10
3.4 Pressure Transient Analysis for Test 2............................................................................................11
3.5 Sample 3..........................................................................................................................................15
3.6 Pressure Transient Analysis for Test 3............................................................................................16
3.7 Estimated Formation Pressure Gradient..........................................................................................20
Attachments
1. Weatherford Labs. Formation water analysis report.2. Shell Tellus 68 hydraulic oil MSDS
HOPELAND-17 WELL COMPLETION
3
1 Introduction
1.1 Background
Repeat Formation Tester (FRT) tests were carried out on well Hopeland 17 on 25th February 2013. The objective of run was to obtain a representative formation water sample. The intervals which were tested are:
DST #
Formation Intervals (m)
1 Precipice 1117.00-1123.00
2 Precipice 1117.00-1123.00
3 Hutton Sandstone
659.5-665.5
1.2 ObjectiveThe main objective of the report is to present the evaluated values for the FRT performance and asses the validity of the fluid samples. A secondary objective of the report is to present the evaluated values for the reservoir pressure (Pi), permeability-thickness product (kh) and the skin factor (S) from the analyses for each of the FRT tests. The pressure build-ups during/after the fluid sampling tests were generally not long enough for a complete full Pressure Transient Analysis, although some indication of the formation permeability can be extracted from data.
1.3 Scope of workThe work scope for the well test analyses is as follows:
The tool data was loaded. Full quality check has been performed. Attempts to identify valid build-ups were made. Prior to the analysis work, the flow rates and the parameters of the well, rock, fluids were entered. A transient well test was performed on the FRTs then Pi, kh and S were evaluated during the analyses. A report was prepared and the outcome/conclusion of the analyses was reported. Statements of sample validity have been made.
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2 Hopeland 17: Summary and ConclusionsThe analysis is done in Pansystem.
The following Table 1 shows the summary of the FRT sample attempts;
Test Formation
Test Interval Depth
(m)
Test Interval
Thickness (m)
Build Up Number
PTA Analysis Results(1)
Pfinal
(psia)
Tfinal
(deg C)Liters
pumped
1 Precipice 1117.00-1123.00 6.0 N/A 1631.6 57.3 687.3
2 Precipice 1117.00-1123.00 6.0 N/A 1639.8 58.1 690.1
3 Hutton Sandstone
659.5-665.5 6.0 N/A 983.6 46.6 645.0
Table 1: Summary of FRT Sampling results
The following Table 2 shows the summary of the FRT analysis;
Test Formation
Test Interval Depth
(m)
Test Interval
Thickness (m)
Build Up Number
PTA Analysis Results(1) Derived propertie
s(2)
Pi
(psia)
Kh (md.m
)
Skin Kint
(md)
1 Precipice
1117.00-1123.00 6.0 1 1444.2 2988.
8-0.8 498.1
2 Precipice
1117.00-1123.00 6.0 1 1443.4 1786.
212.8 297.7
3 Hutton Sandston
e
659.5-665.5 6.0 3 931.1 1205.
41.7 200.9
Table 2: Summary of FRT PTA analysis
None of the sampling points contain valid build-up for a complete full PTA. Final build up incomplete, so the formation pressure is of advisory nature. (1) In PTA radial flow analysis provides the model data are fitted against the initial formation pressure (P i),
integrated interval permeability (Kh) and skin-factor. (2) Derived permeabilities: Kint = Kh / Lpacker interval. Table 1 lists the summary of results of the FRT analysis which are based on radial homogeneous model
interpretation All gauges had been set to a 1-sec sampling rate. The pressure data had been smoothed due to scattered noisy raw data. There is 0.3 of smoothing constant was used for Test 1 and 2 while 0.1 smoothing constant for Test 3. The PVT data has been calculated using the formation pressure, temperature and fluid saturation.
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3 Data providedDocumentation and files provided by Arrow Energy consisted of:
Arrow_Hopeland-17_Test_1 to Arrow_Hopeland-17_Test_3.csv Arrow_Hopeland-17_Test_1 to Arrow_Hopeland-17_Test_3.xml Arrow_Hopeland-17_FRT_Work_Sheet.xlsx
The following relevant well, reservoir and fluid data for FRT 1:
Wellbore radius rw: 4.25 in
Water formation volume factor Bw: 1.0130 RB/STB
Viscosity µ: 0.4726 cp
Total compressibility Ct: 7.8855E-6 psi-1
Average porosity φ: 0.10Temperature T: 57.1°C
The following relevant well, reservoir and fluid data for FRT 2:
Wellbore radius rw: 4.25 in
Water formation volume factor Bw: 1.0135 RB/STB
Viscosity µ: 0.4650 cp
Total compressibility Ct: 7.8863E-6 psi-1
Average porosity φ: 0.10
Temperature T: 58.0°C
The following relevant well, reservoir and fluid data for FRT 3:
Wellbore radius rw: 4.25 in
Water formation volume factor Bw: 1.0079 RB/STB
Viscosity µ: 0.5873 cpTotal compressibility Ct: 7.9409E-6 psi-1
Average porosity φ: 0.10
Temperature T: 45.2°C
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3.1 Sample 1Figure 1 shows the pressure, temperature and rate record for Sample attempt #1. Formation pressure 1443.9 psi has been recorded through the pump-out period; 1631.6 psi formation pressure has been recorded prior to the packer deflate. Last recorded flowline resistivity is at 1.03 Ωm at 57.2°C, corresponding to NaCl-eqivalent salinity of 2.99 kppm. The sample resistivity obtained in the lab (Attachment 1) is 4.73 mS/cm, or 2.11 Ωm at 25°C, and correlates well with the value obtained from the tool. The formation water sample should be considered valid.
Figure 1: Formation sample #1
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3.2 Pressure Transient Analysis for Test 1Figure 2 shows the pressure record with fill-up and shut-in periods in FRT #1. The input of formation thickness in the analysis is 6.0 m. The analysis was focused on the PBU at the end of the sampling time..
Figure 2: Test overview of for FRT #1
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Figure 3 is the log-log plot of the first buildup, with radial flow line fitted. The Horner plot shown in Figure 4, which is based on multi rate superposition time function, yields;
kh=2778.0 md*m S=-1.2 P*=1444.2 psia
Figure 3: Log-log plot of first BU in FRT #1
Figure 4: Horner’s Plot of first BU in FRT #1
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Figure 5 is the log-log plot of the first buildup with optimized parameter match obtained by simulation (solid traces) which yields following values;
kh=2988.8 md*m S=-0.8 Pi=1444.2 psia
Figure 5: Log-log plot of the PBU in FRT #1 with optimized parameter match (Radial Homogeneous Model)
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3.3 Sample 2Figure 6 shows the pressure, temperature and rate record for Sample attempt #2 (at the same depth as sample 1). Formation pressure 1443.7 psi has been recorded through the pump-out period; 1639.8 psi formation pressure has been recorded prior to the packer deflate. Last recorded flowline resistivity is at 0.87 Ωm at 58.1°C, corresponding to NaCl- eqivalent salinity of 3.53 kppm, which is slightly higher than the value obtained in the lab (3.070 kppm TDS).
Figure 6: Formation sample #2
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3.4 Pressure Transient Analysis for Test 2Figure 7 shows the pressure record with fill-up and shut-in periods in FRT #2. The input of formation thickness in the analysis is 6.0 m. The analysis was focused on the first PBU period during the sampling time.
Figure 7: Test overview of for FRT #2
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Figure 8 is the log-log plot of the first buildup, with radial flow line fitted. The Horner plot shown in Figure 9, which is based on multi rate superposition time function, yields;
kh=1620.8 md*m S=11.3 P*=1443.4 psia
Figure 8: Log-log plot of first BU in FRT #2
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Figure 9: Horner’s Plot of first BU in FRT #2
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Figure 10 is the log-log plot of the first buildup with optimized parameter match obtained by simulation (solid traces) which yields following values:
kh=1786.2 md*m S=12.8 Pi=1443.4 psia
Figure 10: Log-log plot of the PBU in FRT #2 with optimized parameter match (Radial Homogenous Model)
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3.5 Sample 3Figure 11shows the pressure, temperature and rate record for Sample attempt #3. Formation pressure 930.1 psi has been recorded through the pump-out period; 983.6 psi formation pressure has been recorded prior to the packer deflate. Starting from 57400 sec (39.85 hours) of pumping, “glitches” have been observed on both resistivity and pressure data. It has been decided to complete the sampling at this point to avoid the failure escalation. The spikes on the resistivity can be attributed to the flowline fluid penetration into the mechanical section of the pump module through failing O-ring at the displacement unit shaft, contaminating the sensor electrical wiring. Last valid recorded flowline resistivity was at 1.54 Ωm at 46.7°C, corresponding to NaCl-eqivalent salinity of 2.27 kppm, which is slightly lower than the value obtained in the lab (3.080 kppm TDS). Despite the partial tool failure, there is no reason to believe the sample is compromised.
Figure 11: Formation sample #3
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Figure 12: Formation sample #3
3.6 Pressure Transient Analysis for Test 33 shows the pressure record with fill-up and shut-in periods in FRT #3. The input of formation thickness in the
analysis is6.0 m. The analysis was focused on the PBU at the end of the sampling time (PBU 3).
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Figure 13: Test overview of for FRT #3
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4 is the log-log plot of the third buildup, with radial flow line fitted. The Horner plot shown in Figure 15, which is based on multi rate superposition time function, yields;
kh=1859.2 md*m S=5.5 P*=931.0 psia
Figure 14: Log-log plot of third BU in FRT #3
Figure 15: Horner’s Plot of third BU in FRT #3
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Figure 16 is the log-log plot of the second buildup with optimized parameter match obtained by simulation (solid traces) which yields the following values;
kh=1205.4 md*m S=1.7 Pi=931.1 psia
Figure 16: Log-log plot of the PBU in FRT #3 with optimized parameter match (Radial Homogeneous Model)
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3.7 Estimated Formation Pressure Gradient.Figure 17 shows the estimated formation pressure gradient.
Figure 17: Formation Pressure Gradient (from pre-deflate pressures).
4 Sample Chamber PreparationThe sample chambers have been prepared in accordance to the Weatherford SOP.
Flowlines, valves, pistons have been cleaned with WD-40, rinsed in isopropyl alcohol, then rinsed with de- ionized water.
De-ionized water was used for the line and system final pressure tests. Tool has been transported with no bottles installed, and installation was performed at the wellsite. Only DC 111 silicone grease has been used over O-rings for the sample chamber installation.
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