s3-ap-southeast-2.amazonaws.com · Web view2021. 3. 15. · The Surat Basin is a large intracratonic basin of Mesozoic age covering approximately 300,000km2 of southeastern Queensland

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


3

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


4

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


5

2 LOCATION MAPSFigure 1: Map showing location of Hopeland-17.


6

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.


7

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


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



8

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




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.


9

HOPELAND-17 WELL COMPLETION

Conduct

1

-2500

20406080

100120140160180200220240260280300320340360380400420440460480500520540560580600620640660680700720740760780800820840860880900920940960980

1000102010401060108011001120114011601180120012201240126012801300

-150 R-a5d0ius (m5m0)150 250

3.7 WELL DESIGN DIAGRAM


1

Figure 2: Hopeland-17 Well Design Diagram


1

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


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.


1

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



1

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



1

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.


1

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.


1

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.


1

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.


1

Figure 4: Stratigraphy of the Surat Basin and Walloon Coal Measures


2

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.


2

APPENDIX 1. ROP LOG


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


2

APPENDIX 2. WELLSITE DAILY REPORTS


2

APPENDIX 3. DRILLERS DAILY REPORTS


2

APPENDIX 4. LOG OF LITHOLOGY


2

APPENDIX 5. WIRELINE LOGS (IMAGE)


2

APPENDIX 6. WIRELINE LOGS (LAS)


2

APPENDIX 7. UNREQUIRED DATA


2

WELL TESTS

Well Test ID From (m) To (m)Reservoir Pressure

(psi)Permeability

(mD)Skin

FactorAnalysis

Type

Well tests not conducted


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


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


VITRINITE REFLECTANCE

Sample IDDepthFrom (m)

Depth To (m)

Telovitrinite (Ro Max)

Detrovitrinite (Ro Max)

Total Vitrinite (Ro Max)

Vitrinite Relectance not conducted


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



2

PERFORATIONS

Interval (from/to) (m) Formation Size

(inches) Type shots spf Type Φ Gm

Perforations not conducted



3

APPENDIX 8. FLOW TEST (FRT)REPORTING


3

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


(L) SG

H2O p/bag

Notes


3

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


3

Date

Saturday, 9 February 2013


FineWell

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary

Hopeland-17

Daily Meterage



TD Date

LoggingDate

Rig Release Date

191.92m Drilling Additives


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



Comments Drilling , Logging

Bit Data


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



KCL Niff 20 Superfoam Xanbore 45 Kg Citric Acid Soda Ash

Clay Master Aus-Dex Residrill Bentonite Biocide T 50 L


Casing



Surface 0m 0m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m


Liner




(L) SGH2O p/bag



Surface 0m 0m Cement


Plug Details

From To TypeWater


(L) SG

H2O p/bag

Notes


3


From To Description


6:00 7:00 Travel From Dalby to Site 197 0.03


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


Running Casing & Welldog Gauges , Cement Casing

Personnel


ContractorDriller: Rick & Dan Johnson Trainee Driller: Offsiders: Luke Johnson , Christian Edmunds Safety; Don Harris

Foztrax; Dan Guinea

Comments


3

Date

Sunday, 10 February 2013


FineWell

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary

Hopeland-17

Daily Meterage



TD Date

LoggingDate

Rig Release Date



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



Comments Running Casing , Welldog Gauges , Cementing

Bit Data


17" Auger 0.00 6.00 0.25 Air2


8 1/2" PDC4

5

6

7

8

9

10






Casing



Surface 0m 194.341m Steel API 5CT BTC 226.62mm 244.5mm 8.94mm 53.50 kg/m 18 194.34


Liner




(L) SGH2O p/bag



Surface 0m 197.92m Cement 6618 529 9970 1.6 12.5 7090 2 x Boral Trucks


Plug Details

From To TypeWater


(L) SG

H2O p/bag

Notes


3


From To Description


6:00 7:00 Travel From Dalby to Site 197 0.03


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 )


19:00

Well site Visitors

From To Description


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


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


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


3

Date

Monday, 11 February 2013


FineWell

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary

Hopeland-17

Daily Meterage



TD Date

LoggingDate

Rig Release Date



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



Comments BOP , Pressure Testing , Mix Mud , Drilling

Bit Data


17" Auger 0.00 6.00 0.25 Air2


8 1/2" PDC4

5

6

7

8

9

10






Casing





Liner




(L) SGH2O p/bag





Plug Details

From To TypeWater


(L) SG

H2O p/bag

Notes


3


From To Description


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


19:00

Well site Visitors

From To Description


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


Pressure Test Manifold , Drill out Cement Plug + 3m fresh formation, FIT , Dump & Clean Mud System , Drill Production Zone

Personnel


ContractorDriller: Rick & Dan Johnson Trainee Driller: Steven Sbeghen Offsiders: Mick Doran , Christian Edmunds Safety; Don Harris

Foztrax; Dan Guinea

Comments


3

Date

Tuesday, 12 February 2013


FineWell

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary

Hopeland-17

Daily Meterage



TD Date

LoggingDate

Rig Release Date



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



Comments Pressure Testing , Drilling

Bit Data


17" Auger 0.00 6.00 0.25 Air2


8 1/2" PDC4

5

6

7

8

9

10






Casing





Liner




(L) SGH2O p/bag





Plug Details

From To TypeWater


(L) SG

H2O p/bag

Notes


4


From To Description


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


Drill Production Zone

Personnel

Arrow Drill Supervisor: Mark Austin Geologist: Andrea Mulhare/Brendan Balmain T/A: Rick Lucas / Trevor Bourquin


Foztrax; Dan Guinea

Comments


4

Date

Wednesday, 13 February 2013


FineWell

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary

Hopeland-17

Daily Meterage



TD Date

LoggingDate

Rig Release Date



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



Comments Continue drilling production zone. Emergency drill conducted at midday- broken leg scenario

Bit Data


17" Auger 0.00 6.00 0.25 Air2


8 1/2" PDC 197.92 0.08 oda Ash, Biocid4

5

6

7

8

9

10






Casing





Liner




(L) SGH2O p/bag





Plug Details

From To TypeWater


(L) SG

H2O p/bag

Notes


4


From To Description


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


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


Continue drilling Production Zone

Personnel

Arrow Drill Supervisor: Mark Austin Geologist: Andrea Mulhare/Brendan Balmain T/A:


Foztrax; Dan Guinea

Comments


4

Date

Thursday, 14 February 2013


FineWell

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary

Hopeland-17

Daily Meterage



TD Date

LoggingDate

Rig Release Date



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



Comments

Bit Data


17" Auger 0.00 6.00 0.25 Air2


8 1/2" PDC 197.92 0.08 As h, Biocide, X4

5

6

7

8

9

10






Casing





Liner




(L) SGH2O p/bag





Plug Details

From To TypeWater


(L) SG

H2O p/bag

Notes


4


From To Description


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


19:00

Well site Visitors

From To Description


BHA 8 1/2" PDC bit = 113.73m


Continue drilling Production Zone

Personnel

Arrow Drill Supervisor: Ben Ostergaard, Bob Arshid Geologist: Andrea Mulhare/Brendan Balmain T/A:


Foztrax; Dan Guinea

Comments


4

Date



FineWell

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary

Hopeland-17

Daily Meterage



TD Date

LoggingDate

Rig Release Date



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.



Comments

Bit Data


17" Auger 0.00 6.00 0.25 Air2


8 1/2" PDC 197.92 1073.56 0.08 Mud As h, Biocide, X4

5

6

7

8

9

10






Casing





Liner




(L) SGH2O p/bag





Plug Details

From To TypeWater


(L) SG

H2O p/bag

Notes


4


From To Description


6:00 7:00 Travel to Site 197 0.03


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


18:45

Well site Visitors

From To Description


BHA 8 1/2" PDC bit = 96.167m


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


CorPro: Scott Wilkie Foztrax; Dan Guinea

Comments


4

Date



FineWell

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary

Hopeland-17

Daily Meterage



TD Date

LoggingDate

Rig Release Date



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


17" Auger 0.00 6.00 0.25 Air2


8 1/2" PDC 197.92 1073.57 27.33 Mud 1.10 As h, Biocide, X4

5

6

7

8

9

10






Casing





Liner




(L) SGH2O p/bag





Plug Details

From To TypeWater


(L) SG

H2O p/bag

Notes


4


From To Description


6:00 7:00 Travel to Site 197 0.3


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


18:45

Well site Visitors

From To Description


9:45 10:45 Micheal Rolfe , Sal Franzi

10:00 16:30 Steve Mathew (Vause)

BHA 8 1/2" PDC bit = 96.167m


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


4

Date



Overcast, MuggyWell

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary

Hopeland-17

Daily Meterage



TD Date

LoggingDate

Rig Release Date



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



Comments Safety Sunday- Discussed Safety Alerts, PJSM- Corpro,

Bit Data


17" Auger 0.00 6.00 0.25 Air2



8.5"-3.5" core PDC 1073.57 1.50 Mud5

6

7

8

9

10






Casing





Liner




(L) SGH2O p/bag





Plug Details

From To TypeWater


(L) SG

H2O p/bag

Notes


5


From To Description


6:00 7:00 Travel to Site 197 0.3


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 )


17:30 18:00 Circulate & Flush well

18:00 19:00 Travel to Dalby

Well site Visitors

From To Description


BHA 8.5"-3.5" core PDC bit = 66.87m


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


5

Date

Monday, 18 February 2013


Overcast, MuggyWell

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary

Hopeland-17

Daily Meterage



TD Date

LoggingDate

Rig Release Date



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



Comments Slippery site,

Bit Data


17" Auger 0.00 6.00 0.25 Air2



8.5"-3.5" core PDC 1073.57 3.92 Mud5

6

7

8

9

10






Casing





Liner




(L) SGH2O p/bag





Plug Details

From To TypeWater


(L) SG

H2O p/bag

Notes


5


From To Description


6:00 7:00 Travel to Site 197 0.3


7:30 7:45 Circulate & Flush Hole 741.03 0.7


8:00 8:30 Core ( 1092m-1101m ) recovered 9.0m



10:20 10:45 Core (1101m-1110m ) recovered 9.1m










19:15

Well site Visitors

From To Description


9:00 13:40 Micheal McNellie (McNellies)

13:00 16:15 Kelvin O'Donnel (Arrow)

13:00 16:15 David Williams (Moduspec)



Continue Coring of Precipice Sandstone, Drill to TD, Flush Hole, POOH

Personnel


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


5

Date



Overcast, Muggy,Light RainWell

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary

Hopeland-17

Daily Meterage



TD Date

LoggingDate

Rig Release Date



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



Comments Take care carrying Core ,Slippery site, Stop work if weather deteriates

Bit Data


17" Auger 0.00 6.00 0.25 Air2



8.5"-3.5" core PDC 1073.57 4.92 Mud5

6

7

8

9

10






Casing





Liner




(L) SGH2O p/bag





Plug Details

From To TypeWater


(L) SG

H2O p/bag

Notes


5


From To Description


6:00 7:00 Travel to Site 197 0.3


7:30 8:00 Circulate & Flush Hole -Mix Muds 741.03 0.7


8:15 8:30 Core ( 1128m-1128.5m ) recovered 0.6m



10:15 11:00 Core ( 1128.5m- 1137.5m) recovered 7.88m



13:00 17:45 POOH to change drill string from Corpro to Johnsons


18:45

Well site Visitors

From To Description

8:00 14:30 Kelvin O'Donnel (Arrow)

8:00 14:30 David Williams (Moduspec)



Finish POOH, RIH , Drill to TD

Personnel


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


5

Date



Muggy,Well

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary

Hopeland-17

Daily Meterage



TD Date

LoggingDate

Rig Release Date



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



Comments Reviewed SOP:-Electrical Safety

Bit Data


17" Auger 0.00 6.00 0.25 Air2



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






Casing





Liner




(L) SGH2O p/bag





Plug Details

From To TypeWater


(L) SG

H2O p/bag

Notes


5


From To Description


7:00 8:00 Travel to Site 197 0.3


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


19:15

Well site Visitors

From To Description

BHA 8 1/2" Tri-Cone bit = 96.13m


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


5

Date



Hot & Muggy,Well

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary

Hopeland-17

Daily Meterage



TD Date

LoggingDate

Rig Release Date



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



Comments Reviewed SOP:-Changing Mud Pump Liner

Bit Data


17" Auger 0.00 6.00 0.25 Air2



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






Casing





Liner




(L) SGH2O p/bag





Plug Details

From To TypeWater


(L) SG

H2O p/bag

Notes


5


From To Description


6:00 7:00 Travel to Site 197 0.3


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)


19:00

Well site Visitors

From To Description

8:30 10:30 Matt Ross (Arrow)

BHA 8 1/2" Tri-Cone bit = 96.13m


RIH, Drill basement,

Personnel


ContractorDriller: Dan Johnson Trainee Driller: Offsiders: James Thiess ,Aaron Newman, Luke Johnson Safety: Don Harris

Foztrax; Dan Guinea

Comments


5

Date



Fine, cloudy a/noonWell

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary

Hopeland-17

Daily Meterage



TD Date

LoggingDate

Rig Release Date



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



Comments

Bit Data


17" Auger 0.00 6.00 0.25 Air2



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






Casing





Liner




(L) SGH2O p/bag





Plug Details

From To TypeWater


(L) SG

H2O p/bag

Notes


6


From To Description


6:00 7:00 Travel to Site 197 0.3


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


17:45 18:00 Trip out to 1203m


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


POOH, Log Hole

Personnel


ContractorDriller: Rick/Dan Johnson Trainee Driller: Offsiders: James Thiess ,Aaron Newman, Luke Johnson Safety:

Foztrax; Dan Guinea

Comments


6

Date



Fine,Well

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary

Hopeland-17

Daily Meterage



TD Date

LoggingDate

Rig Release Date



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



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




Clay Master Aus-Dex 50 Kg Residrill Bentonite Biocide T 300 L


Casing





Liner




(L) SGH2O p/bag





Plug Details

From To TypeWater


(L) SG

H2O p/bag

Notes


6


From To Description


6:00 7:00 Travel to Site 197 0.3


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


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


6

Date



Fine,Well

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary

Hopeland-17

Daily Meterage



TD Date

LoggingDate

Rig Release Date



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



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


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


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


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






Casing





Liner




(L) SGH2O p/bag





Plug Details

From To TypeWater


(L) SG

H2O p/bag

Notes


6


From To Description


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


10:45 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


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


Finish Wiper Trip, POOH,FRT's

Personnel


ContractorDriller: Rick Johnson Trainee Driller: Offsiders: Mick Doran, Luke Johnson, Christian Edmunds Safety:

Foztrax; Dan Guinea Night Shift:- Dan Johnson

Comments


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


Spud Date

Surface Casing Date

TD Date

Logging Date

Rig Release Date


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


15/02/2013

Xanbore

50 Kg


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


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


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


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





XCD Aus-Ben Defoamer Barite Biocide GCasing





LinerCasing Annulus Details

Zone From To TypeWater Volume

(L) # BagsGrout Volume

(L) SG

H2O p/bagChase Water

Volume (L) Notes




Plug Details

From To TypeWater Volume


(L) SG

H2O p/bag

Notes



From To Description


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


16:15 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


Personnel


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


Date



OvercastWell

Rig

Latitude

Longitude

Easting

Northing

Zone

Datum

Elevation

Current Depth

Drilled From

Daily Ops Summary

Hopeland-17

Daily Meterage


Spud Date

Surface Casing Date

TD Date

Logging Date

Rig Release Date


Johnson 8

8/02/2013


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


Biocide T

25 L


15/02/2013 Xanbore 50 Kg


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


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


20/02/2013 Aus-Dex 50 Kg

3


20/02/2013 Xanbore 25 Kg

4


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













(L) SG


Volume (L) Notes




Plug Details



(L) SG

H2O p/bag

Notes



From To Description


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


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


Date



Overcast / Fine afternoonWell

Rig

Latitude

Longitude

Easting

Northing

Zone

Datum

Elevation

Current Depth

Drilled From

Daily Ops Summary

Hopeland-17

Daily Meterage


Spud Date

Surface Casing Date

TD Date

Logging Date

Rig Release Date


Johnson 8

8/02/2013


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


Biocide T

25 L


15/02/2013 Xanbore 50 Kg


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


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


20/02/2013 Aus-Dex 50 Kg

3


20/02/2013 Xanbore 25 Kg

4


20/02/2013 0 #VALUE!

5


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













(L) SG


Volume (L) Notes




Plug Details



(L) SG

H2O p/bag

Notes



From To Description


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




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


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




BHA 8 1/2" PDC bit = 96.13m


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


Date



FineWell

Rig

Latitude

Longitude

Easting

Northing

Zone

Datum

Elevation

Current Depth

Drilled From

Daily Ops Summary

Hopeland-17

Daily Meterage


Spud Date

Surface Casing Date

TD Date

Logging Date

Rig Release Date


Johnson 8

8/02/2013


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


Biocide T

25 L


15/02/2013 Xanbore 50 Kg


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


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


20/02/2013 Aus-Dex 50 Kg

3


20/02/2013 Xanbore 25 Kg

4


20/02/2013 0 #VALUE!

5


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













(L) SG


Volume (L) Notes




Plug Details



(L) SG

H2O p/bag

Notes



From To Description


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





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


23:00

Well site Visitors

From To Description



Les Friske ( Arrow Energy )

Laurie Robertson , Chris Dixson ( Drop Audit )


BHA 8 1/2" PDC bit = 96.13m


Plug back to base of Huttons

Personnel


Contractor Driller: Rick Johnson Trainee Driller: Steven Sbeghen Offsiders: Mick Doran , Christian Edmunds Safety: Don Harris Foztrax; Dan GuineaNight Shift:- Dan Johnson

Comments


Date

Friday, 1 March 2013


RainingWell

Rig

Latitude

Longitude

Easting

Northing

Zone

Datum

Elevation

Current Depth

Drilled From

Daily Ops Summary

Hopeland-17

Daily Meterage


Spud Date

Surface Casing Date

TD Date

Logging Date

Rig Release Date


Johnson 8

8/02/2013


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


Biocide T

25 L


15/02/2013 Xanbore 50 Kg


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


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


20/02/2013 Aus-Dex 50 Kg

3


20/02/2013 Xanbore 25 Kg

4


20/02/2013 0 #VALUE!

5


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













(L) SG


Volume (L) Notes




Plug Details



(L) SG

H2O p/bag

Notes



From To Description


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


Depending on Weather & access conditions - ; Wet Weather Stand-by , RIH for Plug back.

Personnel



Comments


Date

Saturday, 2 March 2013


RainingWell

Rig

Latitude

Longitude

Easting

Northing

Zone

Datum

Elevation

Current Depth

Drilled From

Daily Ops Summary

Hopeland-17

Daily Meterage


Spud Date

Surface Casing Date

TD Date

Logging Date

Rig Release Date


Johnson 8

8/02/2013


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



Biocide T

25 L


15/02/2013 Xanbore 50 Kg


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


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


20/02/2013 Aus-Dex 50 Kg

3


20/02/2013 Xanbore 25 Kg

4


20/02/2013 0 #VALUE!

5


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













(L) SG


Volume (L) Notes




Plug Details



(L) SG

H2O p/bag

Notes



From To Description



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



Personnel



Comments


Date

Sunday, 3 March 2013


Overcast / showeringWell

Rig

Latitude

Longitude

Easting

Northing

Zone

Datum

Elevation

Current Depth

Drilled From

Daily Ops Summary

Hopeland-17

Daily Meterage


Spud Date

Surface Casing Date

TD Date

Logging Date

Rig Release Date


Johnson 8

8/02/2013


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



Biocide T

25 L


15/02/2013 Xanbore 50 Kg


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


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


20/02/2013 Aus-Dex 50 Kg

3


20/02/2013 Xanbore 25 Kg

4


20/02/2013 0 #VALUE!

5


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













(L) SG


Volume (L) Notes




Plug Details



(L) SG

H2O p/bag

Notes



From To Description



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



Personnel



Comments


7

Date

Monday, 4 March 2013


Overcast

Well

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary

Hopeland-17 Daily Meterage



TD Date

LoggingDate

Rig Release Date



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


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


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


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


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


20/02/2013

0

#VALUE!

5


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






Casing





Liner


Zone From To Type Water Volume(L)

# Bags Grout Volume(L)

SGH2O p/bag

Chase WaterVolume (L)

Notes





8

Plug Details



(L) SG

H2O p/bag

Notes


From To Description



18:00 544.97 0.4

741.03 0.7


Well site Visitors

From To Description

BHA 8 1/2" PDC bit = 96.13m



Personnel


ContractorDriller: Rick Johnson Trainee Driller: Steven Sbeghen Offsiders: Mick Doran , Christian Edmunds Safety: Don Harris Foztrax; Dan Guinea

Night Shift:- Dan Johnson

Comments


8

Date

Tuesday, 5 March 2013


Overcast

Well

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary




TD Date

LoggingDate

Rig Release Date



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


14/02/2013

Xanbore

45 Kg

14/02/2013

Biocide T

25 L

15/02/2013 Biocide T 25 L


Xanbore

50 Kg


15/02/2013

Biocide T

25 L


Xanbore

50 Kg

16/02/2013 Biocide T 25 L



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


20/02/2013

Aus-Dex

50 Kg

3


20/02/2013

Xanbore

25 Kg

4


20/02/2013

0

#VALUE!

5


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






Casing





Liner




SGH2O p/bag


Notes





8

Plug Details



(L) SG

H2O p/bag

Notes


From To Description



18:00 544.97 0.4

741.03 0.7


Well site Visitors

From To Description

BHA 8 1/2" PDC bit = 96.13m



Personnel




Comments


8

Date

Wednesday, 6 March 2013


Overcast

Well

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary




TD Date

LoggingDate

Rig Release Date



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


14/02/2013

Xanbore

45 Kg

14/02/2013

Biocide T

25 L

15/02/2013 Biocide T 25 L


Xanbore

50 Kg


15/02/2013

Biocide T

25 L


Xanbore

50 Kg

16/02/2013 Biocide T 25 L



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


20/02/2013

Aus-Dex

50 Kg

3


20/02/2013

Xanbore

25 Kg

4


20/02/2013

0

#VALUE!

5


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






Casing





Liner




SGH2O p/bag


Notes





8

Plug Details



(L) SG

H2O p/bag

Notes


From To Description



18:00 544.97 0.4

741.03 0.7


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



Personnel




Comments


8

Date

Thursday, 7 March 2013


Overcast / Fine

Well

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary




TD Date

LoggingDate

Rig Release Date



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


14/02/2013

Xanbore

45 Kg

14/02/2013

Biocide T

25 L

15/02/2013 Biocide T 25 L


Xanbore

50 Kg


15/02/2013

Biocide T

25 L


Xanbore

50 Kg

16/02/2013 Biocide T 25 L



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


20/02/2013

Aus-Dex

50 Kg

3


20/02/2013

Xanbore

25 Kg

4


20/02/2013

0

#VALUE!

5


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






Casing





Liner




SGH2O p/bag


Notes





8

Plug Details



(L) SG

H2O p/bag

Notes


From To Description



18:00 544.97 0.4

741.03 0.7


Well site Visitors

From To Description

BHA 8 1/2" PDC bit = 96.13m


Wet Weather Stand-by ( Pump water access road & Site )

Personnel




Comments


8

Date

Friday, 8 March 2013


Overcast / Fine

Well

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary




TD Date

LoggingDate

Rig Release Date



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


14/02/2013

Xanbore

45 Kg

14/02/2013

Biocide T

25 L

15/02/2013 Biocide T 25 L


Xanbore

50 Kg


15/02/2013

Biocide T

25 L

Comments16/02/2013

Xanbore

50 Kg

16/02/2013 Biocide T 25 L



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


20/02/2013

Aus-Dex

50 Kg

3


20/02/2013

Xanbore

25 Kg

4


20/02/2013

0

#VALUE!

5


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






Casing





Liner




SGH2O p/bag


Notes





8

Plug Details



(L) SG

H2O p/bag

Notes


From To Description



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


Wet Weather Stand-by ( Pump water access road )

Personnel




Comments


8

Date

Saturday, 9 March 2013


Overcast / Lite Showers

Well

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary




TD Date

LoggingDate

Rig Release Date



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


Xanbore

50 Kg


15/02/2013

Biocide T

25 L

Comments16/02/2013

Xanbore

50 Kg

16/02/2013 Biocide T 25 L



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


20/02/2013

Aus-Dex

50 Kg

3


20/02/2013

Xanbore

25 Kg

4


20/02/2013

0

#VALUE!

5


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






Casing





Liner




SGH2O p/bag


Notes





9

Plug Details



(L) SG

H2O p/bag

Notes


From To Description


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 )


19:00



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


Circulate Hole Clean , POOH -: Wiper Trip , Pump Water off Road

Personnel


Contractor Driller: Rick Johnson Trainee Driller: Offsiders: Aaron Newman , Luke Johnson Safety: Don Harris Foztrax; Dan Guinea

Comments


9

Date

Sunday, 10 March 2013


Fine

Well

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary




TD Date

LoggingDate

Rig Release Date



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


Xanbore

50 Kg


15/02/2013

Biocide T

25 L

Comments Road Travel, Tripping16/02/2013

Xanbore

50 Kg

16/02/2013 Biocide T 25 L



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


20/02/2013

Aus-Dex

50 Kg

3


20/02/2013

Xanbore

25 Kg

4


20/02/2013

0

#VALUE!

5


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






Casing





Liner




SGH2O p/bag


Notes





9

Plug Details



(L) SG

H2O p/bag

Notes


From To Description


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


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


19:15


Halliburton on site tomorrow ~ 10:00am

Well site Visitors

From To Description

BHA 8 1/2" PDC bit = 96.13m


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


Contractor Driller: Rick Johnson Trainee Driller: Offsiders: Christian Edmunds , Luke Johnson Safety: Don Harris Foztrax; Dan Guinea

Comments


9

Date

Monday, 11 March 2013


Fine

Well

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary




TD Date

LoggingDate

Rig Release Date



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


Xanbore

50 Kg


15/02/2013

Biocide T

25 L

Comments Road Travel , Tripping , Cementing16/02/2013

Xanbore

50 Kg

16/02/2013 Biocide T 25 L



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


20/02/2013

Aus-Dex

50 Kg

3


20/02/2013

Xanbore

25 Kg

4


20/02/2013

0

#VALUE!

5


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






Casing





Liner




SGH2O p/bag


Notes





9

Plug Details



(L) SG

H2O p/bag

Notes


From To Description


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


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. )


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. )


15:45 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. )


17:30 17:45 Pull Back to ~800mt.

17:45 18:00 Secure Well


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


Tag Cement, run liner

Personnel


Contractor Driller: Rick & Dan Johnson Trainee Driller: Offsiders: Mick Doran , Christian Edmunds , Luke Johnson Safety: Foztrax; Dan Guinea

Comments


9

Date

Tuesday, 12 March 2013


Fine

Well

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary




TD Date

LoggingDate

Rig Release Date



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


Xanbore

50 Kg


15/02/2013

Biocide T

25 L

Comments Tripping , Running Casing16/02/2013

Xanbore

50 Kg

16/02/2013 Biocide T 25 L



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


20/02/2013

Aus-Dex

50 Kg

3


20/02/2013

Xanbore

25 Kg

4


20/02/2013

0

#VALUE!

5


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






Casing





Liner




SGH2O p/bag


Notes





9

Plug Details



(L) SG

H2O p/bag

Notes

835.00 1223.00 Cement 13107 819 18543 1.62 12.5 Cemented by Halliburton


From To Description


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


18:00

Well site Visitors

From To Description


9:00 10:45 Mick Rolfe , Jodie Gurski ( Arrow Energy )

BHA 8 1/2" PDC bit = 96.13m


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


9

Date

Wednesday, 13 March 2013


Fine

Well

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary




TD Date

LoggingDate

Rig Release Date



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


Xanbore

50 Kg


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



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


20/02/2013

Aus-Dex

50 Kg

3


20/02/2013

Xanbore

25 Kg

4


20/02/2013

0

#VALUE!

5


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






Casing




Production 0m 827.888m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m 74 828.85

Liner




SGH2O p/bag


Notes



Production 0m 833.2m Cement Cemented By Halliburton


9

Plug Details



(L) SG

H2O p/bag

Notes



From To Description


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


19:00

Well site Visitors

From To Description


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


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.


1

Date

Thursday, 14 March 2013


Fine

Well

Rig

Latitude


Zone Datum

Elevation


Daily Ops Summary




TD Date

LoggingDate

Rig Release Date



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


Xanbore

50 Kg


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



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


20/02/2013

Aus-Dex

50 Kg

3


20/02/2013

Xanbore

25 Kg

4


20/02/2013

0

#VALUE!

5


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






Casing




Production 0m 827.888m Steel API 5CT BTC 161.7mm 177.8mm 8.05mm 34.23 kg/m 74 828.85

Liner



2



SGH2O p/bag


Notes



Production 0m 833.2m Cement 12434 658 16708 5 Lead 1.62 T 18.9 ? Cemented By Halliburton

Plug Details



(L) SG

H2O p/bag

Notes



From To Description


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


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


3


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


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


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


6


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


; 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


with 20% SILTSTONE: Dark Grey ; with 10% COAL


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



7

; with 10% SANDSTONE: Grey , Fine-Medium Sand Grainsize179.00 188.00 Fresh 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


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


252.00 253.00 Fresh 90% MUDSTONE: Dark Grey ; with 10% SILTSTONE: Grey


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


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:


1

Black , no visible gas noted268.00 275.00 Fresh SILTSTONE: Light Grey

275.00 278.00 Fresh COAL UNDIFFERENTIATED: Black , No Visible Hydrocarbons


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


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


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


1


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


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


Hydrocarbons; interbedded with 60% CARBONACEOUS SHALE /


1

CARBONACEOUS MUD: Brownish , No Visible Hydrocarbons444.00 447.00 Fresh MUDSTONE: Dark Grey


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


460.00 461.00 Fresh SANDSTONE: Grey , Very Fine Sand Grainsize , Medium Hardness


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


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


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


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


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


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%


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




Hydrocarbons; interbedded with 20% MUDSTONE: Brownish567.00 575.00 Fresh SILTSTONE: Dark Grey

575.00 581.00 Fresh SILTSTONE: Grey


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


1

Hardness ; interbedded with 20% SILTSTONE: Dark Grey594.00 604.00 Fresh 80% SILTSTONE: Dark Grey ; interbedded with 20%

MUDSTONE: Brownish


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


1


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


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


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


SILTSTONE: Dark Grey780.00 783.00 Fresh 10% SANDSTONE: Light Grey Quartz sub Lithic , Very Fine Sand


SILTSTONE: Grey783.00 790.00 Fresh 90% SANDSTONE: Light Grey Quartz sub Lithic , Very Fine Sand



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%


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


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


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


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



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%


gas noted917.00 926.00 Fresh SILTSTONE: Dark Grey

926.00 933.00 Fresh 80% SILTSTONE: Dark Grey ; interbedded with 20% MUDSTONE: Brownish


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 ,


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 ,


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


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


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:





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


Medium Grey1009.00 1012.00 Fresh 70% SANDSTONE: Light Grey Quartz sub Lithic , Fine Sand


Dark Grey1012.00 1015.00 Fresh 70% SANDSTONE: Light Grey Quartz sub Lithic , Fine Sand


1


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%


1


visible gas noted; with 5% COAL DULL: Black , no visible gas noted1024.00 1027.00 Fresh 70% SILTSTONE: Dark Grey ; interbedded with 20%


Hardness ; with 10% CARBONACEOUS SHALE / CARBONACEOUS

MUD: Dark Brown , no visible gas noted1027.00 1030.00 Fresh 75% SILTSTONE: Dark Grey ; interbedded with 25%


Hardness1030.00 1034.00 Fresh 80% SILTSTONE: Dark Grey ; interbedded with 20%







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;


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


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


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


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


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


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


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


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


1

Brown , Fissile , no visible gas noted; Slickensided Base; Competent

Core1123.69 1125.26 Fresh 70% SANDSTONE: Light Grey Quartzose , Medium-Coarse Sand


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


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 ,


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 ,


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 ,


VOLCANICS): Green ; with 35% SILTSTONE: Dark Grey1180.00 1184.00 Fresh 50% ANDESITE FLOW (INTERMEDIATE VOLCANICS): Dark ,


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


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

o

coo>

CH00

-C-NOCHCH

O>

C/5

coOZJmzOi-m

> > o I I >- c c o o 7" 0 m " " 7O - m m m oO) > z

0i-

i-

§i i z z m> > u u z

z 1 mu - 7

0X

95

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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.


4every 60.0 sec


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


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


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


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


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)


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


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) [email protected]

Mike Yakimov (BU Mngr Petroleum Consulting) [email protected]

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


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


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.


4

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.


5

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




Viscosity µ: 0.4650 cp

Total compressibility Ct: 7.8863E-6 psi-1

Average porosity φ: 0.10

Temperature T: 58.0°C




Viscosity µ: 0.5873 cpTotal compressibility Ct: 7.9409E-6 psi-1

Average porosity φ: 0.10

Temperature T: 45.2°C


6

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


7

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


8

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


9

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)


1

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).



1

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.



1

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


1

Figure 9: Horner’s Plot of first BU in FRT #2


1

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)


1

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.



1


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).


1



1

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


1

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)


2

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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