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WELL COMPLETION REPORT

DAANDINE-59PL 230

AUTHOR: JOEL MORTONEXPLORATION GEOLOGIST

Daandine-59– Well Completion Report Arrow Energy Ltd

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1. WELL DATA CARD

Daandine-59

GENERAL DATA

Location Latitude 27° 07’ 42.56” SLongitude 150° 55’ 12.33” EEasting 293 850.18ENorthing 6 997 626.37NZone 56Datum GDA-94

Elevation GL 359.67mKB NA

TD 574.08mFinal Completion Interval NAWell Type ProductionStatus ProducingSpud Date 15/05/2009TD Date 18/05/2009Rig Release Date 24/05/2009Drilling Contractor Lucas DrillingRig Type and Number Lucas DRS - 084

LITHOSTRATIGRAPHIC UNITS

Formation Tops

Depth From (m)

Thickness (m)

Elevation (m SS) Net Coal

Alluvium 0 23 359.67 -Springbok 23 170 336.67 1.5

Kogan 193 26 166.67 0.5Macalister 219 55.5 140.67 12

Wambo 274.5 50.1 85.17 7.6Iona 324.6 33.2 35.07 0.6

Argyle 357.8 58.3 1.87 5.3Taroom 416.1 114.35 -56.43 14.1

Eurombah 530.45 43.63 -170.8 0.1TD 574.08 - -214.4 -

Daandine-59 Well Completion Report Arrow Energy Ltd

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HOLE SIZE

Interval (from/to) (m) Hole Size Bit Type Casing Type

0 – 6.0 431.8mm Auger Conductor6. – 268.0 311.15mm PDC Surface

268.0 – 574.08 250.83mm PDC Production

CASING

Interval (from/to)

(m)

ID(mm)

OD(mm)

APIGrade CPL Weight

(kg/m)Casing Type

0 – 6.0 355.6 371.5 - N/A 55.11 Conductor0 –

265.5 260.4 273.1 5LB Welded 42.09 Surface

235.99 – 574.08 206.38 219.08 5LB Threaded 33.57 Production

CASING ANNULUS

Interval (from/to)

(m)Type

Quantity of

cement(kg)

Grout Volume

(L)SG

H2O(L/kg bag)

Chase Water Volume

(L)0 – 6.0 Cement 1.65 25L/40kg

0 - 268.0 Cement 4420 8555 1.68 25L/40kg 13058

WIRELINE LOGS

LOG INTERVAL (from/to) mGamma, Density,

Caliper 0 - 571.3

Neutron, Resistivity,Deviation

256.5 - 571.3


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TABLE OF CONTENTS

1. WELL DATA CARD...................................................................................12. SUMMARY.................................................................................................43. WELL HISTORY........................................................................................5

3. a. BASIC WELL INFORMATION............................................................53. b. PARTICIPANTS AND CONTRACTORS............................................83. c. DRILLING DETAILS............................................................................9

4. GEOLOGY...............................................................................................114. a. GEOLOGICAL SETTING..................................................................114. b. STRATIGRAPHY..............................................................................14

5. REFERENCES.........................................................................................15

LIST OF FIGURES

Figure 1: Location map of Daandine-59 in PL230.........................................6Figure 2: Tectonic Setting of the Surat Basin.................................................7Figure 3: Daandine-59 Time Depth Chart...................................................10Figure 4: Clarence-Moreton Basin Stratigraphic Section.............................13

LIST OF APPENDICES

APPENDIX 1: Chip LogAPPENDIX 2: Wellsite Daily ReportsAPPENDIX 3: Well Location SurveyAPPENDIX 4: Wireline Logs (IMAGES)APPENDIX 5: Wireline Logs (LAS FILES)


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2. SUMMARY

Daandine-59 was drilled by Arrow Energy Ltd through May 2009 to a total depth of 574.08m in PL230 as a Production Hole.

It spuded on 15/05/2009 where upon conductor was set to 6m. Then a 311.15mm section was drilled to 268.0m where surface casing was set with cement and chase water. After a successful BOP/casing test was conducted, the Production Zone was drilled from 268.0m to 574.08m (TD) where casing was placed from 235.99m to TD.

A total coal thickness of 41.7m was recorded while a net production coal thickness of 29.5m was recorded. The entirety of the net production coal was obtained within the Walloon Coal Measures.


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3. WELL HISTORY

3. a. BASIC WELL INFORMATION

Well Name and Number Daandine-59Petroleum Tenure PL230Location Latitude 27° 07’ 42.56” S

Longitude 150° 55’ 12.33” EEasting 293 850.18ENorthing 6 997 626.37NZone 56Datum GDA-94

Nearest Town DalbyNearest Wells Daandine-54 & 55Mapsheet 1:100,000 DalbyElevation GL 359.67m

KB NATD 574.08mFinal Completion Interval NAWell Type ProductionStatus ProducingSpud Date 15/05/2009TD Date 18/05/2009Rig Release Date 24/05/2009Drilling Contractor Lucas DrillingRig Type and Number Lucas DRS - 084Operator Arrow (Daandine) Pty LtdTenure Holder Arrow (Daandine) Pty Ltd

Figure 1: Location map of Daandine-59 in PL230.


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7

Figure 2: Tectonic Setting of the Surat Basin (after Nguyen and Dewhirst, 2002)


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3. b. PARTICIPANTS AND CONTRACTORS

Permit Holder:Arrow Energy (Daandine) Pty Ltd Level 19 AM-6042-60 Albert St,Brisbane QLD 4000

Operator:Arrow Energy (Daandine) Pty Ltd Level 19 AM-6042-60 Albert St,Brisbane QLD 4000

Landholder:Wambo Council

Drilling Contractor:Lucas Mitchell 112 Ebbern StreetDarra, QLD, 4076

Wireline Loggers:Coal Seam Wireline Unit 2/7 Pitino CrtOsbourne Park, WA 6017

Surveyors:Cottrell Cameron & Steen Pty Ltd 107 Miles Platting Road,Eight Mile Plains, Qld 4113


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3. c. DRILLING DETAILS

HOLE SIZE

Interval (from/to) (m) Hole Size Bit Type Casing Type

0 – 6.0 431.8mm Auger Conductor6. – 268.0 311.15mm PDC Surface

268.0 – 574.08 250.83mm PDC Production

CASING

Interval(from/to)

(m)

ID(mm)

OD(mm)

APIGrade CPL Weight

(kg/m)Casing Type

0 – 6.0 355.6 371.5 - N/A 55.11 Conductor0 –

265.5 260.4 273.1 5LB Welded 42.09 Surface

235.99 – 574.08 206.38 219.08 5LB Threaded 33.57 Production

CASING ANNULUS

Interval (from/to)

(m)Type

Quantity of

cement(kg)

Grout Volume

(L)SG

H2O(L/kg bag)

Chase Water Volume

(L)0 – 6.0 Cement - - - 25L/40kg -

0 - 268.0 Cement 4420 8555 1.68 25L/40kg 13058

Daandine-59 Time Depth CurveDays from Start of Operation

0

100

200

300

400

500

600

Wet Weather StandbyWell completions

RIH and Cement 10¾” Surface casing

Drill to TD 574.08m with 9 7/8” PDC bit

Drill to 268.00m with 12 ¼” PDC bit.

Figure 3: Daandine-59 Time Depth Chart.


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19876543210

Dep

th (m

)


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4. GEOLOGY

4. a. GEOLOGICAL SETTING

The Surat Basin is a large intracratonic basin of Mesozoic age covering approximately 300,000km2 of southeastern Queensland and northern New South Wales. 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 4). 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 (

Figure 2), 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 more silty Evergreen Formation. A renewal of sedimentation laid down the Hutton Sandstone. Above these the Walloon Coal Measures were conformably deposited. Overlying the Walloon Coal Measures with a slight unconformity is the Springbok Sandstone (or Kumbarilla Beds further east). The springbok sandstone is overlain by the Westbourne Formation and Gubbermunda Sandstone. In the study area, the Surat Basin sequence is overlain by tertiary sediments and alluvial deposits.

The Walloon Coal Measures are usually shales, siltstones, and claystones, with fine to medium calcareous sandstones and greywackes. There is also a


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reasonable amount of coal present (Gould, 1968). Individual lithologies


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usually form lenses that are only of limited lateral extent (Yago et al., 1994), although sand bodies may be quite extensive and thick (up to 30m; Fielding, 1993). Coal bodies are generally sheet-like when viewed locally, but lenticular over wider areas (Yago & Fielding, 1996).

Where unweathered, the Walloon Coal Measures are usually light grey sandstones, siltstones and mudstones. Sandstones are generally fine to medium-grained, poorly-sorted and angular to subrounded. Finer-grained layers usually have a silky to soapy texture, and are poorly laminated. The mudrock units frequently contain nodular masses of siderite (Fielding, 1993).

The base of the Walloon Coal Measures is defined by the first significant coarse quartz sand of the Hutton Sandstone. This is usually indicated on wireline logs by a sharp SP break, and a lesser gamma break.


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Figure 4: Clarence-Moreton Basin Stratigraphic Section


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4. b. STRATIGRAPHY

Formation Tops

Depth From (m)

Thickness (m)

Elevation (m SS) Net Coal

Alluvium 0 23 359.67 -Springbok 23 170 336.67 1.5

Kogan 193 26 166.67 0.5Macalister 219 55.5 140.67 12

Wambo 274.5 50.1 85.17 7.6Iona 324.6 33.2 35.07 0.6

Argyle 357.8 58.3 1.87 5.3Taroom 416.1 114.35 -56.43 14.1

Eurombah 530.45 43.63 -170.8 0.1TD 574.08 - -214.4 -

WIRELINE LOGS

LOG INTERVAL (from/to) mGamma, Density,

Caliper 0 - 571.3

Neutron,Resistivity, Deviation

256.5 - 571.3


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5. REFERENCES

DAY, 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 , WellCompletion 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,


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pp. 574-575.

APPENDIX 1 CHIP LOG

Depth Lithology Description0 - 6m ALLUV Beige/white claystone6 - 10m ALLUV Beige / Ocre claystone et oxidised congolmerate10 - 15m CLAY Light grey claystone15 - 19m CLAY Light grey claystone19 - 23m MDST Dark grey mudstone23 - 27m MDST Dark grey mudstone27 - 46m MDST Dark grey mudstone46 - 56m NIL Missed Samples56 - 60m SST L/G sandstone et L/B sandstone trace coal60 - 65m SST Light grey sandstone et light brown muddy sandstone65 - 70m SST light grey sandstone et brown sandstone70 - 74m SST light grey sandstone et trace coal74 - 79m SST light grey sandstone et brown muddy sandstone79 - 84m SST light grey sandstone et brown sandstone minor coal84 - 89m MDST Mudstone et coal89 - 93m MDST mudstone et minor sandstone trace coal93 - 98m MDST mudstone et sandstone98 - 102m MDST mudstone et sandstone102 - 107m SST light grey sandstone minor light yellow sandstone and mudstone107 - 112m SST light grey sandstone minor light yellow sandstone and mudstone112 - 117m SST light grey sandstone117 - 122m MDST mudstone et carb mudstone and siltstone sandstone and coal fragments122 - 127m SST light grey and dark grey sandstone et mudstone127 - 131m SST Dark grey sandstone et mudstone and carb mudstone131 - 136m MDST mudstone et sandstone136 - 140m SST light grey and dark grey sandstone et mudstone140 - 144m SST light grey and dark grey sandstone et minor carb mudstone144 - 149m SST light grey and dark grey sandstone et minor carb mudstone trace white clay149 - 154m SST light grey sandstone et minor carb mudstone154 - 158m SST light grey sandstone et minor mudstone and carb mudstone158 - 162m SST light grey sandstone et minor mudstone162 - 168m SST light grey and grey sandstone trace coal168 - 173m SST light grey sandstone et mudstone

173 - 177m SST light grey sandstone177 - 182m SST light grey sandstone182 - 186m SST light grey sandstone minor coal186 - 190m SST light grey sandstone190 - 195m SST light grey sandstone et siltstone minor mudstone195 - 200m SST light grey sandstone et minor siltstone trace white/yellow clay200 - 204m SST light grey sandstone et coal and siltstone204 - 208m SST light grey sandstone et siltstone208 - m SST light grey sandstone et coal and siltstone208 - 213m SST light grey and grey sandstone minor carb mudstone213 - 218m SST light grey sandstone et mudstone and siltstone218 - 223m SST light grey sandstone et mudstone and siltstone223 - 228m COAL Coal et minor mudstone and siltstone trace sandstone228 - 233m COAL Coal et minor mudstone and siltstone trace sandstone233 - 238m MDST Mudstone et sandstone238 - 243m MDST Mudstone et sandstone243 - 247m SST Very fine Sandstone et carb. siltstone247 - 252m CRB.SLTST Carb. Siltstone et very fine sandstone and minor coal252 - 257m SST Very fine Sandstone et carb. siltstone257 - 262m CRB.SLTST Carb. Siltstone et very fine sandstone262 - 268m CRB.SLTST Carb. Siltstone et very fine sandstone268 - 281.2m NIL281.2 - 286.1m CRB.SLTST Carb siltstone, light grey fine grained sst286.1 - 291m CRB.SLTST Carb siltstone291 - 295.8m SLTST Light grey siltstone & minor coal295.8 - 300.7m SLTST Light grey siltstone & minor brown tuff band300.7 - 305.3m COAL Light grey siltstone, vitreous coal & light grey fine grained sst305.3 - 309.9m TUFF Major brown tuff band & vitreous coal309.9 - 314.4m SLTST Carb siltstone, vitreous coal, light grey fine grained sst, white clay314.4 - 319m SLTST Light grey siltstone & vitreous coal319 - 323.6m CRB.SLTST Carb siltstone & vitreous coal323.6 - 328.2m SLTST Medium grey siltstone328.2 - 332.8m CRB.SLTST Carb siltstone & vitreous coal332.8 - 337.4m SLTST Light grey siltstone

337.4 - 342m CRB.SLTST Carb siltstone, light grey fine grained sst, minor tuff band342 - 346.6m CRB.SLTST Carb siltstone, light grey fine grained sst, minor tuff band346.6 - 351.5m CRB.SLTST Carb Siltstone351.5 - 356.4m SST Light grey f/m grained sst, Carb siltstone356.4 - 361m SST Light grey f/m grained sst361 - 365.6m COAL Vitreous coal (1m band) Carb siltstone365.6 - 370.2m COAL Vitreous coal & carb siltstone370.2 - 374.8m COAL Vitreous coal, carb siltstone, light grey fine grained sst374.8 - 379.4m SLTST Medium grey siltstone, vitreous coal band, sandy white clay379.4 - 383.9m SLTST Medium grey siltstone & vitreous coal383.9 - 388.9m SLTST Carb siltstone, sandy white clay, brown tuff band, minor coal388.9 - 393.8m SLTST Light grey siltstone, sandy white clay & brown tuff band393.8 - 398.4m SLTST Carb siltstone & vitreous coal398.4 - 403m SLTST Carb siltstone403 - 407.9m SLTST Light grey siltstone & vitreous coal407.9 - 412.8m SST Light grey siltstone & light grey fine grained sst412.8 - 417.4m SST Light grey siltstone, light grey fine grained sst & minor brown tuff band417.4 - 422m SST Light grey siltstone & light grey fine grained sst422 - 426.5m SLTST Light grey siltstone426.5 - 431.1m SLTST Light grey siltstone & minor coal431.1 - 436m SLTST Light grey siltstone & minor coal436 - 440.8m SLTST Light grey siltstone, light grey fine grained sst & minor coal440.8 - 445.7m SLTST Light grey siltstone, light grey fine grained sst & minor coal445.7 - 450.6m COAL Vitreous coal, light grey fine grained sst & light brown tuff band450.6 - 455m SLTST Sandy grey siltstone et minor coal & brown mudstone455 - 460m COAL coal(~0.5m) et grey siltstone & brown mudstone460 - 465m SLTST Grey siltstone et minor sandstone & minor coal465 - 470m SST Lt grey sandstone et minor carb mudstone470 - 480m SLTST Muddy dark grey siltstone leading to grey siltstone and coal bottom of band480 - 485m SLTST sandy grey siltstone et minor coal & brown mudstone485 - 489m SST grey sandstone et minor coal489 - 494m SST Lt grey sandstone et minor carb mudstone494 - 499m SST lt grey sandstone et minor carb mudstone499 - 504m SLTST Sandy grey siltstone et minor coal & carb mudstone

504 - 509m SST lt grey sandstone et minor carb mudstone509 - 514m SST lt grey sandstone et grey siltstone & minor mudstone514 - 518m COAL coal(~2m) et minor lt grey sandstone & grey siltstone518 - 523m SST lt grey sandstone et grey siltstone & minor mudstone523 - 527m SLTST grey siltstone et lt grey sandstone & minor coal chunks527 - 536m SLTST dark grey siltstone et lt grey sandstone & minor mudstone top of band536 - 546m SLTST dark grey siltstone et lt grey v/fine sandstone & minor mudstone and coal fragments bottom of band546 - 551m SST Muddy lt grey v/fine sandstone551 - 570m SLTST Dark grey sandy siltstone et minor brown mudstone570 - 574m SLTST Dark grey siltstone et lt grey sandstone & minor brown mudstone

APPENDIX 2 WELLSITE DAILY REPORTS

Daandine 59Thursday, 14 May 2009

Weather

fine

Well Rig

Latitude Longitude Elevation:

Current Depth Drilled From:

Daily Ops

Daandine 59 Current Formation: Daily Meterage:

Spud: Surf.

Csg:TD:

Logging: Rig Release:

Alluvium Net Coal From Chip SamplesLucas 084 0.00 Daily Coal

27°7’ 42.589” S Cumulative150°55’ 12.33” E Operations HRS CUM

365.83m Drilling 0 00.00 PTD: Underream 0 0

To: Casing 0 0

Rig and site setupCementing 0 0Gravel pack 0 0Jetting 0 0

Last Safety Meeting: 14/05/2009 Days Since LTI: Conditioning 0 0Comments on

SafetyWOC 0 0Setup BOP 0 0

Bit Data Tripping rods 0 0Bit # Size Type From To Hours Fluid Additives Surveys 0 0

1 8.5" Hammer 0hrs Air Standby 0 02 17" Auger 0hrs Air Water Production Tests3 12 1/4" PDC 0hrs Water Date Depth Rate4 9 7/8" PDC 0hrs Water KCL5 7 7/8" PDC 0hrs Water KCL6 13" Eccentric bit 0hrs Water7

U-Reamer 16" Mills 0hrs Water Deviation Surveys While DrillingCasing Depth Deviation Azimuth

From To Make ID OD Weight Grade LengthConductor: 0.00 6.00 Steel 13 1/2" 14 " 55.11kg/m Steel 6.00

Surface: 6.00 Steel 10 1/4" 10 3/4" 42.09 kg/m API 5LB -6.00Intermediate Steel 8 1/8" 8 5/8" 33.57 kg/m API 5LB 0.00

Liner Steel 6 1/8" 6 5/8" 25.55 kg/m API 5LB 0.00Casing Cement / Gravel Pack Details

From To Type Volume SG Bags H2O p/bag Chase waterConductor: 0.00 Cement

Surface Csg. 0.00 CementIntermediate 0.00

Liner:Daily Activity Summary Actual Underreamed Zones

From To Description Interval # From To0:00 11:00 Rig move 1: (0m)

11:00 22:00 Site setup 2: (0m)22:00 22:30 Pre-spud meeting 3: (0m)22:30 00:00 Mechanical standby. Repairs to stabilizer 4: (0m)00:00 5: (0m)0:00 6: (0m)0:00 7: (0m)0:00 8: (0m)0:00 9: (0m)0:00 10: (0m)0:00 11: (0m)0:00 12: (0m)0:00 13: (0m)0:00 14: (0m)0:00 15: (0m)0:00 16: (0m)0:00 17: (0m)0:00 18: (0m)0:00 19: (0m)0:00 20: (0m)0:00 21: (0m)0:00 22: (0m)0:00 23: (0m)0:00 24: (0m)0:00 25: (0m)0:00 26: (0m)0:00 27: (0m)

BHA28: (0m)29: (0m)

General Comments

Incident with drill rig sinking into soft top soil over pipe line in front of casing. Lucas have filled out an incident report. Two loads of fresh water in at 17:00 and again at 18:30

30: (0m)Total Underreamed (m): 0m

Cement Plugs

From To SGOperations for next 24hrs

Spud, drill surface zone

PersonnelDrill Supervisor Ben Ostegaard: 0429053441Geologist/TA Anthony Mountford: 0427490018, D.Banks: 0409310527, R.Mellor: 0450394471

Drill Crew Drillers: L.Mulder,D.Mee; Rig Manager:J. Clarke Offsiders:P.Nuss,G.Cuskelly,S.Jukes,D.Lynham,S.Seekamp,B.Cass,D.Borns,J.Vander Haar,E.Chandler,D.Arena

Daandine 59Friday, 15 May 2009

Weather

fine

Well Rig



Daily Ops


Spud: Surf. Csg:

TD:Logging:

Rig Release:

Macalister Net Coal From Chip SamplesLucas 084 262.00 Daily Coal

27°7’ 42.589” S 15/05/2009 Cumulative150°55’ 12.33” E Operations HRS CUM

365.83m Drilling 14.25 14.25268.00 PTD: 575m Underream 0 0

6.00 To: 268.00 Casing 0 0

Drill surface zone, POOH to surface, wiper tripCementing 0 0Gravel pack 0 0Jetting 0 0


SafetyWOC 0 0Setup BOP 1.5 1.5

Bit Data Tripping rods 2.5 2.5Bit # Size Type From To Hours Fluid Additives Surveys 0 2.5

1 8.5" Hammer 0hrs Air Standby 0 02 17" Auger 0.00 6.00 0hrs Air Water Production Tests3 12 1/4" PDC 6.00 268.00 14.25hrs Water Date Depth Rate4 9 7/8" PDC 0hrs Water KCL5 7 7/8" PDC 0hrs Water KCL6 13" Eccentric bit 0hrs Water7


From To Make ID OD Weight Grade Length 74m 0.0°Conductor: 0.00 6.00 Steel 13 1/2" 14 " 55.11kg/m Steel 6.00 131m 0.0°

Surface: 6.00 265.50 Steel 10 1/4" 10 3/4" 42.09 kg/m API 5LB 259.50 204.00 0.25°Intermediate Steel 8 1/8" 8 5/8" 33.57 kg/m API 5LB 0.00 268.00 0.2°


From To Type Volume SG Bags H2O p/bag Chase waterConductor: 0.00 6.00 Cement

Surface Csg. 0.00 265.50 CementIntermediate 0.00


From To Description Interval # From To0:00 00:45 Mechanical standby, repairs to stabilizer 1: (0m)00:45 01:15 RIH 2: (0m)01:15 01:30 Mechanical standby, Re-level drill rig, adjust hydraulic legs 3: (0m)01:30 03:30 Drill 12 1/4" surface zone 4: (0m)03:30 05:00 Attach riser to conductor casing 5: (0m)05:00 6:00 Drill 12 1/4" surface zone 6: (0m)6:00 6:15 Shift change toolbox - prestarts 7: (0m)6:15 7:15 Drill 12 1/4" surface zone 56m - 74m 8: (0m)7:15 8:00 Deviation survey @ 74m 0.0° 9: (0m)8:00 11:00 Drill 12 1/4" surface zone 74m - 131m 10: (0m)11:00 11:30 Deviation survey @ 131m - 0.0° 11: (0m)11:30 15:00 Drill 12 1/4" surface zone 131m - 204m 12: (0m)15:00 15:30 Deviation survey @ 204m - .25° 13: (0m)15:30 19:15 Drill 12 1/4" surface zone 204m - 268m 14: (0m)19:15 20:00 Circ & Cond 15: (0m)20:00 20:15 POOH 16: (0m)20:15 20:30 RIH 17: (0m)20:30 21:15 Deviation survey @ 268m - .2° 18: (0m)21:15 21:45 Circ & Cond 19: (0m)21:45 23:00 POOH 20: (0m)23:00 0:00 Wiper trip 21: (0m)0:00 22: (0m)0:00 23: (0m)0:00 24: (0m)0:00 25: (0m)0:00 26: (0m)0:00 27: (0m)

BHA28: (0m)29: (0m)

General Comments

Missed two samples around 50m and got two extra samples at 204m. Change surface zone TD from 267 to 268 to allow a 2.5m sump. One water truck in. Site has been cleaned up today scraped top bull-dust away

and rolled. Welder (Jim) arrived at 23:15


Cement PlugsFrom To SG

Operations for next 24hrs

Wiper trip, POOH, Run surface casing, Cement casing, WOC.Personnel

Drill Supervisor Ben Ostergaard: 0429053441Geologist/TA Geologists:Anthony Mountford: 0427490018, A. May.T.A.'s:D.Banks, R.Mellor, A.Greene


Daandine 59Saturday, 16 May 2009

Weather

fine

Well Rig



Daily Ops


Spud: Surf. Csg:

TD:Logging:

Rig Release:


27°7’ 42.589” S 15/05/2009 Cumulative150°55’ 12.33” E 16/05/2009 Operations HRS CUM

365.83m Drilling 0 14.25268.00 PTD: 575m Underream 0 0268.00 To: 268.00 Casing 6.75 6.75

wiper trip, POOH, Run surface casing, cement casing WOC, Fit BOP to well head.Cementing 0 1.25Gravel pack 0 0Jetting 0 0


SafetyWOC 0 10.5Setup BOP 0.75 2.25

Bit Data Tripping rods 3.5 6Bit # Size Type From To Hours Fluid Additives Surveys 0 2.5

1 8.5" Hammer 0hrs Air Standby 0 02 17" Auger 0.00 6.00 0hrs Air Water Production Tests3 12 1/4" PDC 6.00 268.00 14.25hrs Water Date Depth Rate4 9 7/8" PDC 0hrs Water KCL5 7 7/8" PDC 0hrs Water KCL6 13" Eccentric bit 0hrs Water7


From To Make ID OD Weight Grade Length 74.00 0.0°Conductor: 0.00 6.00 Steel 13 1/2" 14 " 55.11kg/m Steel 6.00 131.00 0.0°

Surface: 6.00 265.50 Steel 10 1/4" 10 3/4" 42.09 kg/m API 5LB 259.50 204.00 0.25°Intermediate 0.00 268.00 0.2°


From To Type Volume SG Bags H2O p/bag

Chase water

Conductor: 0.00 6.00 CementSurface Csg. 0.00 265.50 Cement 8555 1.68 221 25 13058

Intermediate 0.00Liner:

Daily Activity Summary Actual Underreamed ZonesFrom To Description Interval # From To0:00 01:00 Wiper trip 1: (0m)01:00 02:45 POOH to surface 2: (0m)02:45 03:45 Remove diverter from conductor casing 3: (0m)03:45 04:30 POOH to surface 4: (0m)04:30 05:30 Prepare area around conductor to run casing, Top up hole with water,Cut off flange for diverter, 5: (0m)05:30 06:00 Run 10 3/4"surface casing 6: (0m)06:00 06:15 Shift Change - Toolbox and prestarts 7: (0m)06:15 11:30 Run 10 3/4" surface casing 8: (0m)11:30 12:00 Confirm Circulation. Ordered cement @ 11:55 9: (0m)12:00 14:30 WOC to arrive. Arrived @ 14:35 10: (0m)14:30 15:45 Cement surface casing 11: (0m)15:45 23:15 WOC to harden 12: (0m)23:15 00:00 Set up BOP 13: (0m)00:00 14: (0m)0:00 15: (0m)0:00 16: (0m)0:00 17: (0m)0:00 18: (0m)0:00 19: (0m)0:00 20: (0m)0:00 21: (0m)0:00 22: (0m)0:00 23: (0m)0:00 24: (0m)0:00 25: (0m)0:00 26: (0m)0:00 27: (0m)

BHA28: (0m)29: (0m)

General Comments one water truck in @ 7:00. Wagners without power until 13:30.



Operations for next 24hrs

CCI Test, RIH, Tag cement plug, Drill out plug, Drill production zonePersonnel

Drill Supervisor Ben Ostegaard: 0429053441Geologist/TA Geologists:Anthony Mountford, A. May.T.A.'s:D.Banks, R.Mellor, Aoife Greene


Daandine 59Sunday, 17 May 2009

Weather

fine

Well Rig


Current Depth Drilled

From:

Daily Ops

Daandine 59 Current Formation:

Daily Meterage:

Spud: Surf. Csg:

TD:Logging:

Rig Release:



365.83m Drilling 8.75 23383.90 PTD: 575m Underream 0 0268.00 To: 383.90 Casing 0 6.75

Fit BOP to well head,CCI Test, RIH, Tag cement plug, Drill out plug, Drill production zoneCementing 0 1.25Gravel pack 0 0Jetting 0 0


SafetyWOC 0 10.5Setup BOP 4.5 6.75

Bit Data Tripping rods

3.5 9.5

Bit # Size Type From To Hours Fluid Additives Surveys 0 3.51 8.5" Hammer 0hrs Air Standby 0 02 17" Auger 0.00 6.00 0hrs Air Water Production Tests3 12 1/4" PDC 6.00 268.00 14.25hrs Water Date Depth Rate4 9 7/8" PDC 268.00 383.90 8.75hrs Water KCL5 7 7/8" PDC 0hrs Water KCL6 13" Eccentric bit 0hrs Water7




Liner Steel 6 1/8" 6 5/8" 25.55 kg/m API 5LB 0.00 328m 1°Casing Cement / Gravel Pack Details °

From To Type Volume SG Bags H2O p/bag Chase water °Conductor: 0.00 6.00 Cement °

Surface Csg. 244.5 265.50 Cement 8555 1.68 221 25 13058Intermediate 0.00


From To Description Interval # From To0:00 4:30 Set up BOP 1: (0m)4:30 5:15 Set up catwalk to run in drill collars 2: (0m)5:15 6:00 Strapping drill collars 3: (0m)6:00 6:15 Shift change 4: (0m)6:15 7:00 Pre Start checks 5: (0m)7:00 8:00 RIH to tag cement 6: (0m)8:00 12:15 Mechanical Breakdown(Hydraulic hose on rough neck) 7: (0m)12:15 13:15 RIH to tag cement @ 244.5m 8: (0m)13:15 14:15 Cement casing integrity test 9: (0m)14:15 15:30 Drill out cement plug 10: (0m)15:30 19:00 Drill production zone 268m - 328m 11: (0m)19:00 20:00 Deviation survey @ 328m (1°) 12: (0m)20:00 00:00 Drill production zone 328m - 383.9m 13: (0m)00:00 14: (0m)0:00 15: (0m)0:00 16: (0m)0:00 17: (0m)0:00 18: (0m)0:00 19: (0m)0:00 20: (0m)0:00 21: (0m)0:00 22: (0m)0:00 23: (0m)0:00 24: (0m)0:00 25: (0m)0:00 26: (0m)0:00 27: (0m)

BHA 9 7/8" Bit, Near Bit Stabilizer, 8" Collar, Stabilizer, 8" Collar, X/O, HW Drill Pipe 1, HW Drill pipe 2.28: (0m)29: (0m)

General Comments

30: (0m)Total Underreamed (m):

0m


Operations for next 24hrs 244.5m 265.5m 1.68

Drill production zone,POOH, Log hole,underreamPersonnel

Drill Supervisor Ben Ostegaard: 0429053441Geologist/TA Geologists:A. Mountford, A. May.T.A.'s: R.Mellor, A. Greene,T.Bourquin


Daandine 59Monday, 18 May 2009

Weather

fine

Well Rig


Current Depth

Drilled From:

Daily Ops


Daily Meterage:

Spud: Surf.

Csg:TD:


Eurombah Net Coal From Chip SamplesLucas 084 190.18 Daily Coal

27° 7’ 42.589” S 15/05/2009 Cumulative150° 55’ 12.33” E 16/05/2009 Operations HRS CUM

365.83m 18/05/2009 Drilling 9.5 32.5574.08 PTD: 575m 18/05/2009 Underream 0 0383.90 To: 574.08 Casing 0 6.75

Drill production zone, Wiper Trip,POOH, Log holeCementing 0 1.25Gravel pack 0 0Jetting 0 0

Last Safety Meeting: 18/05/2009 Days Since LTI: Conditioning 2.25 5.25Comments on

SafetyWOC 0 10.5Setup BOP 0 6.75


7.5 17

Bit # Size Type From To Hours Fluid Additives Surveys 0 6.51 8.5" Hammer 0hrs Air Standby 0 02 17" Auger 0.00 6.00 0hrs Air Water Production Tests3 12 1/4" PDC 6.00 268.00 14.25hrs Water Date Depth Rate4 9 7/8" PDC 268.00 574.08 18.25hrs Water KCL5 7 7/8" PDC 0hrs Water KCL6 13" Eccentric bit 0hrs Water7




Liner Steel 6 1/8" 6 5/8" 25.55 kg/m API 5LB 0.00 328m 1°Casing Cement / Gravel Pack Details 394m 0.5°

From To Type Volume SG Bags H2O p/bag Chase water 460.4m 0.8°Conductor: 0.00 6.00 Cement 536m 0.8°

Surface Csg. 244.5 265.50 Cement 8555 1.68 221 25 13058Intermediate 0.00


From To Description Interval # From To0:00 00:15 Drill production zone from 383.9m - 393.8m 1: (0m)

00:15 01:15 Survey @ 394m (0.5°) 2: (0m)01:15 04:45 Drill production zone from 393.8m - 460.4m 3: (0m)04:45 05:30 Survey @ 460.4m (.8°) 4: (0m)05:30 9:30 Drill production zone from 460.4m- 536.38m 5: (0m)9:30 9:45 Circulate & clean 6: (0m)9:45 10:15 Deviation survey @ 536m-0.8° 7: (0m)

10:15 12:00 Drill production zone from 536.38m- 574.08mTD 8: (0m)12:00 13:00 Circulate & clean 9: (0m)13:00 13:45 Deviation survey @ 574m-1° 10: (0m)13:45 15:45 POOH to surface casing for wiper trip 11: (0m)15:45 17:00 RIH for wiper trip 12: (0m)17:00 18:00 Circulate & clean 13: (0m)18:00 18:15 Shift change 14: (0m)18:15 22:30 POOH to surface for logging 15: (0m)22:30 00:00 Logging production zone. GR-SSD-LSD-Caliper, GR-Resitinity-Neutron- Deviation.Sonic 16: (0m)00:00 17: (0m)0:00 18: (0m)0:00 19: (0m)0:00 20: (0m)0:00 21: (0m)0:00 22: (0m)0:00 23: (0m)0:00 24: (0m)0:00 25: (0m)0:00 26: (0m)0:00 27: (0m)

BHA 9 7/8" Bit, Near Bit Stabilizer, 8" Collar, Stabilizer, 8" Collar, X/O, HW Drill Pipe 1, HW Drill pipe 2.28: (0m)

29: (0m)

General Comments Wire line services (loggers) arrived on site @ 21:15


0m



Log Hole,U-Ream, POOH, 3 arm caliper log, Run production liner

PersonnelDrill Supervisor Ben Ostegaard: 0429053441Geologist/TA Geologists:G. Hokin, A. Mountford, A. May.T.A.'s: R.Mellor, A. Greene,T.Bourquin

Drill Crew Drillers: L.Mulder,D.Mee; Rig Manager:J. Clarke Offsiders: P.Nuss, G.Cuskelly, S.Jukes, D.Lynham,S.Seekamp,B.Cass,D.Borns,J.Vander Haar,E.Chandler,D.Arena

Daandine 59Tuesday, 19 May 2009

Weather

Overcast & raining

Well Rig



Daily Ops

Daandine 59 Current Formation: Daily

Meterage:Spud: Surf. Csg:

TD:Logging:

Rig Release:



365.83m 18/05/2009 Drilling 0 32.5574.08 PTD: 575m 18/05/2009 Underream 9.75 9.75574.08 To: 574.08 Casing 0 6.75

Log Hole,U-ReamCementing 0 1.25Gravel pack 0 0Jetting 0 0

Last Safety Meeting: 19/05/2009 Days Since LTI: Conditioning 0 5.25Comments on


Bit Data Tripping rods 4 21Bit # Size Type From To Hours Fluid Additives Surveys 0 6.5

1 8.5" Hammer 0hrs Air Standby 0.75 0.752 17" Auger 0.00 6.00 0hrs Air Water Production Tests3 12 1/4" PDC 6.00 268.00 14.25hrs Water Date Depth Rate4 9 7/8" PDC 268.00 574.08 18.25hrs Water KCL5 7 7/8" PDC 0hrs Water KCL6 13" Eccentric bit 0hrs Water7

U-Reamer 16" Mills 9.75hrs Water Deviation Surveys While DrillingCasing Depth Deviation Azimuth





Surface Csg. 0.0 265.50 Cement 8555 1.68 221 25 13058 574m 1°Intermediate 0.00


From To Description Interval # From To0:00 9:30 Logging production zone. GR-SSD-LSD-Caliper, GR-Resistivity-Neutron- Deviation.Sonic 1: (0m)9:30 13:30 Set up for underreaming 2: (0m)13:30 17:30 RIH for underreaming 3: (0m)17:30 20:00 Underreaming 4: (0m)20:00 20:45 Wet Weather Standby 5: (0m)20:45 00:00 Underreaming 6: (0m)00:00 7: (0m)0:00 8: (0m)0:00 9: (0m)0:00 10: (0m)0:00 11: (0m)0:00 12: (0m)0:00 13: (0m)0:00 14: (0m)0:00 15: (0m)0:00 16: (0m)0:00 17: (0m)0:00 18: (0m)0:00 19: (0m)0:00 20: (0m)0:00 21: (0m)0:00 22: (0m)0:00 23: (0m)0:00 24: (0m)0:00 25: (0m)0:00 26: (0m)0:00 27: (0m)

BHA28: (0m)29: (0m)

General Comments

At 20:00 Rig placed on standby due to inclement weather and flooding on site. Drains dug to relieve water build up accross site.Recommenced underreaming at 20:45




Underream, POOH, Flush hole, 3 arm caliper log,run production casingPersonnel

Drill Supervisor Ben Ostegaard: 0429053441Geologist/TA Geologists:G. Hokin, A. May. T.A.'s: R.Mellor, A. Greene,T.Bourquin


Daandine 59Wednesday, 20 May 2009

Weather

Raining

Well Rig



Daily Ops



TD:Logging:

Rig Release:



365.83m 18/05/2009 Drilling 0 32.5574.08 PTD: 575m 18/05/2009 Underream 0 9.75574.08 To: 574.08 Casing 0 6.75

wet weather standbyCementing 0 1.25Gravel pack 0 0Jetting 0 0



Bit Data Tripping rods 0 21Bit # Size Type From To Hours Fluid Additives Surveys 0 6.5

1 8.5" Hammer 0hrs Air Standby 24 24.752 17" Auger 0.00 6.00 0hrs Air Water Production Tests3 12 1/4" PDC 6.00 268.00 14.25hrs Water Date Depth Rate4 9 7/8" PDC 268.00 574.08 18.25hrs Water KCL5 7 7/8" PDC 0hrs Water KCL6 13" Eccentric bit 0hrs Water7








From To Description Interval # From To0:00 24:00 wet weather standby 1: (0m)24:00 2: (0m)0:00 3: (0m)0:00 4: (0m)0:00 5: (0m)0:00 6: (0m)0:00 7: (0m)0:00 8: (0m)0:00 9: (0m)0:00 10: (0m)0:00 11: (0m)0:00 12: (0m)0:00 13: (0m)0:00 14: (0m)0:00 15: (0m)0:00 16: (0m)0:00 17: (0m)0:00 18: (0m)0:00 19: (0m)0:00 20: (0m)0:00 21: (0m)0:00 22: (0m)0:00 23: (0m)0:00 24: (0m)0:00 25: (0m)0:00 26: (0m)0:00 27: (0m)

BHA28: (0m)29: (0m)

General Comments




Underream, POOH, Flush hole, 3 arm caliper log,run production casingPersonnel

Drill Supervisor Ben Ostegaard: 0429053441Geologist/TA Geologists:G. Hokin, A. May. T.A.'s: R.Mellor, A. Greene,T.Bourquin


Daandine 59Thursday, 21 May 2009

Weather

Rainy

Well Rig


Current Depth

Drilled From:

Daily Ops


Daily Meterage:

Spud: Surf.

Csg:TD:





wet weather standbyCementing 0 1.25Gravel pack 0 0Jetting 0 0




0 21

Bit # Size Type From To Hours Fluid Additives Surveys 0 6.51 8.5" Hammer 0hrs Air Standby 24 48.752 17" Auger 0.00 6.00 0hrs Air Water Production Tests3 12 1/4" PDC 6.00 268.00 14.25hrs Water Date Depth Rate4 9 7/8" PDC 268.00 574.08 18.25hrs Water KCL5 7 7/8" PDC 0hrs Water KCL6 13" Eccentric bit 0hrs Water7








From To Description Interval # From To0:00 24:00 wet weather standby 1: (0m)

24:00 2: (0m)0:00 3: (0m)0:00 4: (0m)0:00 5: (0m)0:00 6: (0m)0:00 7: (0m)0:00 8: (0m)0:00 9: (0m)0:00 10: (0m)0:00 11: (0m)0:00 12: (0m)0:00 13: (0m)0:00 14: (0m)0:00 15: (0m)0:00 16: (0m)0:00 17: (0m)0:00 18: (0m)0:00 19: (0m)0:00 20: (0m)0:00 21: (0m)0:00 22: (0m)0:00 23: (0m)0:00 24: (0m)0:00 25: (0m)0:00 26: (0m)0:00 27: (0m)

BHA28: (0m)

29: (0m)

General Comments


0m



Underream, POOH, Flush hole, 3 arm caliper log,run production casing

PersonnelDrill Supervisor Ben Ostegaard: 0429053441Geologist/TA Geologists:G. Hokin, A. May. T.A.'s: R.Mellor, A.Rowbotham, L.Selkirk


Daandine 59Friday, 22 May 2009

WeatherOvercast, Starting to fine up

around 1300.Well Rig



Daily Ops


Meterage:Spud: Surf. Csg:TD:





Rig on wet whether standby, Continue U-Ream, POOHCementing 0 1.25Gravel pack 0 0Jetting 0 0



Bit Data Tripping rods 1.75 23.25Bit # Size Type From To Hours Fluid Additives Surveys 0 6.5

1 8.5" Hammer 0hrs Air Standby 6 45.752 17" Auger 0.00 6.00 0hrs Air Water Production Tests3 12 1/4" PDC 6.00 268.00 14.25hrs Water Date Depth Rate4 9 7/8" PDC 268.00 574.08 18.25hrs Water KCL5 7 7/8" PDC 0hrs Water KCL6 13" Eccentric bit 0hrs Water7




Liner Steel 6 1/8" 6 5/8" 25.55 kg/m API 5LB 0.00 328.00 1°Casing Cement / Gravel Pack Details 394.00 0.5°

From To Type Volume SG Bags H2O p/bag Chase water 460.40 0.8°Conductor: 0.00 6.00 Cement 536.00 0.8°

Surface Csg. 0.0 265.50 Cement 8555 1.68 221 25 13058 574.00 1°Intermediate 0.00


From To Description Interval # From To0:00 06:00 Rig Shut down- wet whether standby until futher notice from drilling supervisors 1: (0m)06:00 14:15 Mechanical standby - Lucas meeting. Crew arrived onsite @ 12:45. Rig maintenance. 2: (0m)14:15 15:00 RIH to complete U-Reaming 3: (0m)15:00 23:00 Cont. U-Ream 4: (0m)23:00 24:00 POOH to surface 5: (0m)24:00 6: (0m)0:00 7: (0m)0:00 8: (0m)0:00 9: (0m)0:00 10: (0m)0:00 11: (0m)0:00 12: (0m)0:00 13: (0m)0:00 14: (0m)0:00 15: (0m)0:00 16: (0m)0:00 17: (0m)0:00 18: (0m)0:00 19: (0m)0:00 20: (0m)0:00 21: (0m)0:00 22: (0m)0:00 23: (0m)0:00 24: (0m)0:00 25: (0m)0:00 26: (0m)0:00 27: (0m)

BHA28: (0m)29: (0m)

General Comments

Drilling crew turned up onsite @ 12:45. Doing general mechanical checks on rig before they RIH and continue to U-Ream. Asked toolpusher to confirm depth that crew pulled back to when left the site on the 20/05/09.

According to his reports it is 244m but is going to double check that.



Operations for next 24hrs 244.5 265.5

1.68

Wiper run, 3 Arm Calliper log, Run Production Casing, Land CasingPersonnel

Drill Supervisor Ben Ostergaard: 0429053441Geologist/TA Geologists:G. Hokin, A. May.T.A.'s: A. Rowbotham, L.Selkirk

Drill Crew TP: C Naja, Drillers: S.Guest, F Stuart, Offsiders: J Jordan, P Smith, K O'Neil, J Gasparin, P Atkin, G Emblem

Daandine 59Saturday, 23 May 2009

Weather

fine

Well Rig


Current Depth

Drilled From:

Daily Ops


Daily Meterage:

Spud: Surf. Csg:

TD:Logging:

Rig Release:




Con't POOH / wiper trip / 3 arm caliper / run 8 5/8"production csgCementing 0 1.25Gravel pack 6.75 0Jetting 0 0


SafetyVery wet boggy conditions. Slippery to work. Use caution with handling pipe and casing WOC 0.5 10.5

Setup BOP 0 6.75Bit Data Tripping rods 10 33.25





Liner Steel 6 1/8" 6 5/8" 25.55 kg/m API 5LB 0.00 328.00 1°Casing Cement / Gravel Pack Details 394.00 0.5°




From To Description Interval # From To0:00 2:00 POOH to surface 1: (1.5m) 269.0 270.52:00 5:30 Pick up 9 7/8" bit / Make up BHA / RIH for wiper trip ( no tight spots / 21m of fill ) 2: (2.8m) 276.4 279.25:30 8:30 Flush last 3 joints down / Clean & Circulate/ 21m of fill 3: (2.1m) 284.2 286.38:30 13:00 POOH to surface (Cams welding on site for about 30min from 10:00 to 10:30 to weld lugs on casing) 4: (3.5m) 306.2 309.713:00 16:45 Head up & run 3 arm caliper 5: (3.2m) 314.1 317.316:45 18:30 Rack csg / head up to run 8 5/8" liner csg 6: (1.9m) 317.4 319.318:30 19:00 Prestart check on rig & plant 7: (4.3m) 357.20 361.5019:00 24:00 Run 8 5/8" liner csg ( 35 lenghts = 132.31m ) 8: (2.8m) 364.70 367.5024:00 9: (1.5m) 394.70 396.200:00 10: (2.8m) 417.50 420.300:00 11: (1.6m) 442.20 443.800:00 12: (3.7m) 446.30 450.000:00 13: (1.8m) 450.60 452.400:00 14: (1.7m) 453.40 455.100:00 15: (2.7m) 475.20 477.900:00 16: (2.3m) 479.10 481.400:00 17: (1.6m) 489.60 491.200:00 18: (3.5m) 511.00 514.500:00 19: (1.7m) 523.40 525.100:00 20: (0m)0:00 21: (0m)0:00 Water - 1 load in for day tank, one out of pit. 22: (0m)0:00 23: (0m)0:00 24: (0m)0:00 25: (0m)0:00 26: (0m)0:00 27: (0m)

BHA28: (0m)

29: (0m)

General Comments

Review of PDF log files clearly shows a loss of log data in the interval between 264 - 266m where the log tool became hung up. A three arm caliper was run to verify casing depth and surface hole TD. This situation has

been discussed with Stuart Powers of CSWS.


47m



1.68

Cont' to run 8 5/8" csg / rig down & mobilize to DD62

PersonnelDrill Supervisor Ben Ostergaard: 0429053441Geologist/TA Geologist:G. Hokin. T.A. L.Selkirk


Daandine 59Sunday, 24 May 2009

Weather

fine

Well Rig



Daily Ops



TD:Logging:

Rig Release:



365.83m 18/05/2009 Drilling 0 32.5574.08 PTD: 575m 18/05/2009 Underream 0 26.25574.08 To: 574.08 24/05/2009 Casing 0 28.75

Cont' to run 8 5/8" liner csg / rig down, rig releaseCementing 0 1.25Gravel pack 15.25 0Jetting 0 0


SafetyVery wet boggy conditions. Slippery to work. Use caution with handling pipe and casing WOC 0 10.5

Setup BOP 0 6.75Bit Data Tripping rods 1.5 34.75




Surface: 0.00 265.50 Steel 10 1/4" 10 3/4" 42.09 kg/m API 5LB 265.50 204.00 0.25°Intermediate Steel API 5LB 0.00 268.00 0.2°

Liner 235.99 574.08 Steel 8 1/8" 8 5/8" 33.57 kg/m API 5LB 338.09 328.00 1°Casing Cement / Gravel Pack Details 394.00 0.5°




From To Description Interval # From To0:00 06:15 Run 8 5/8" liner csg 1: (1.5m) 269.0 270.506:15 07:45 Prestart checks and coordinate casing 2: (2.8m) 276.4 279.207:45 13:45 Continue to run 8 5/8" liner csg / run 26 joints to land csg @ 574.08m / back off 3: (2.1m) 284.2 286.313:45 15:15 POOH 4: (3.5m) 306.2 309.715:15 16:00 Pack up site 5: (3.2m) 314.1 317.316:00 17:45 Nipple down BOP / fit well head equipment 6: (1.9m) 317.4 319.317:45 18:45 Shift change, saftety meeting 7: (4.3m) 357.20 361.5018:45 20:00 Continue to fit well head equipment 8: (2.8m) 364.70 367.5020:00 Rig Release @ 20:00 9: (1.5m) 394.70 396.200:00 10: (2.8m) 417.50 420.300:00 11: (1.6m) 442.20 443.800:00 12: (3.7m) 446.30 450.000:00 13: (1.8m) 450.60 452.400:00 14: (1.7m) 453.40 455.100:00 15: (2.7m) 475.20 477.900:00 16: (2.3m) 479.10 481.400:00 17: (1.6m) 489.60 491.200:00 18: (3.5m) 511.00 514.500:00 19: (1.7m) 523.40 525.100:00 20: (0m)0:00 21: (0m)0:00 22: (0m)0:00 23: (0m)0:00 24: (0m)0:00 25: (0m)0:00 26: (0m)0:00 27: (0m)

BHA28: (0m)29: (0m)

General Comments

Having a small lease & the csg 100m down the road has made it difficult to sort it into order & transport it back to the csg racks. This has played a part in the time taken to run the liner csg. 1 load of water taken out of pit.




1.68

Tower up & set up at Daandine 62 / Spud well & drill surface sectionPersonnel

Drill Supervisor Ben Ostergaard: 0429053441Geologist/TA Geologist:G. Hokin, A.May T.A. L.Selkirk


APPENDIX 3 WELL LOCATION SURVEY

APPENDIX 4 WIRELINE LOGS (IMAGES)

ALL

SERVICES

PROVIDED

SUBJECT

DA

AN

DIN

E5

CO

MP

A

NY

WE

LL

FIELD

CO

UN

TY

STA

TE

LOC

ATI

ON

SE

CTIO

N

TOW

NS

HIP

::::::::::::

AR

RO

W E

NE

RG

Y

DA

AN

DIN

E59

DA

AN

DIN

E

NO

NE

QLD

NO

NE

NO

NE

NO

NE

NO

NE

NO

NE

NO

NE

NO

NE

NO

NE

NO

NE

05/19/

09574.08

25.083

254.90

573.20

0265.5

STE

EL 0

000NO

NE

C.D

IXO

N

OTH

ER

ELE

VA

TION

KB

:

NO

NE

ELE

VA

TION

DF

: NO

NE

LOG

ME

AS

UR

ED

FR

OM

:

DA

TE

DE

PTH

DR

ILLER

BIT S

IZE

LOG

TOP

LOG

BO

TTOM

CA

SIN

G

OD

CA

SIN

G B

OT

TOM

CA

SIN

G TY

PE

BO

RE

HO

LE

FLUID

RM

TEM

PE

RA

TUR

E

MU

D R

ES

MU

D

WE

IGH

T

::::::::::::::::LU

0501 9057 S/N

2320 SO

UR

CE

SN

ALL S

ER

VIC

ES

PR

OV

IDE

D S

UB

JEC

T TO

STA

ND

AR

D TE

RM

S A

ND

POR(NEU)

50 PERCENT

NEUTRON

0 API-N

GAMMA

0

2000

METERS

0

0

0

RES

OHM

LATERAL

OHM-M

RES(16N)

OHM-M

RES(64N)

20-500

200

200

SP

MV

TEMP

DEG C

SANG

DEG

SANGB

500

60

2

0 API-GR

260

270

280

290

300

310

OHM-M 200 DEG 3602

0

320

330

340

350

360

370

380

390

400

410

420

430

440

450

460

470

480

490

500

510

520

530

540

550

560

570

0 API-GR

GAMMA

0 API-N

NEUTRON

50 PERCENT

POR(NEU)

200

2000

0

0

0

0

0

METERS

OHM-M

RES(64N)

OHM-M

RES(16N)

OHM-M

LATERAL

OHM

RES

200

200

200

20-500

DEG

SANGB

DEG

SANG

DEG C

TEMP

MV

SP

360

2

60

500

CLIENT: ARROW ENERGY LOCATION: DAANDINE HOLE ID: DAANDINE59 DATE OF LOG: 05/19/09 PROBE: 9057A2320SCALE: 1 M/CMTRUE DEPTH: 573.18 M AZIMUTH: 125.9DISTANCE: 2.7 M+ = 50 M INCR= BOTTOM OF HOLE

PLAN VIEW COMPU-LOG DEVIATION

N4.0M

3.0M

2.0M

1.0M

MAG DECL: 0.0

W E

S

* * * * * * * COMPU-LOG - VERTICAL DEVIATION * * * * * * *

CLIENT : ARROW ENERGY HOLE ID. : DAANDINE59 FIELD OFFICE : DATE OF LOG : 05/19/09DATA FROM : NONE PROBE : 9057A , 2320MAG. DECL. : 0.000 DEPTH UNITS : METERS LOG: DAANDINE59_DEVI.log

CABLE DEPTH TRUE DEPTH NORTH DEV. EAST DEV. DISTANCE AZIMUTH SANG SANGB256.50 256.50 0.00 0.00 0.0 44.1 0.1 44.1264.90 264.90 -0.05 0.05 0.1 136.7 0.2 112.6274.90 274.90 -0.15 0.04 0.2 166.4 0.6 174.3284.90 284.90 -0.26 0.04 0.3 171.0 0.6 173.5294.90 294.90 -0.36 0.05 0.4 172.1 0.5 173.9304.90 304.90 -0.46 0.06 0.5 172.7 0.5 171.0314.90 314.90 -0.57 0.07 0.6 173.1 0.6 162.7324.90 324.90 -0.66 0.09 0.7 171.9 0.5 157.8334.90 334.90 -0.75 0.12 0.8 171.0 0.5 152.6344.90 344.90 -0.84 0.15 0.9 169.5 0.5 150.0354.90 354.89 -0.91 0.19 0.9 167.9 0.5 142.4364.90 364.89 -0.98 0.24 1.0 166.4 0.6 139.9374.90 374.89 -1.05 0.28 1.1 165.0 0.6 151.1384.90 384.89 -1.11 0.33 1.2 163.3 0.5 145.2394.90 394.89 -1.16 0.38 1.2 161.8 0.5 147.3404.90 404.89 -1.21 0.43 1.3 160.6 0.4 144.2414.90 414.89 -1.26 0.47 1.3 159.3 0.4 140.0424.90 424.89 -1.30 0.53 1.4 158.0 0.4 138.3434.90 434.89 -1.33 0.57 1.5 156.7 0.4 128.2444.90 444.89 -1.36 0.63 1.5 155.0 0.4 112.7454.90 454.89 -1.38 0.70 1.5 153.1 0.5 115.8464.90 464.89 -1.40 0.77 1.6 151.2 0.6 106.9474.90 474.89 -1.43 0.86 1.7 148.9 0.7 105.6484.90 484.89 -1.45 0.96 1.7 146.4 0.7 104.1494.90 494.89 -1.47 1.08 1.8 143.7 0.6 90.8504.90 504.89 -1.49 1.20 1.9 141.2 0.6 93.7514.90 514.89 -1.51 1.33 2.0 138.7 0.8 104.9524.90 524.89 -1.53 1.47 2.1 136.2 0.9 100.9534.90 534.89 -1.54 1.61 2.2 133.7 0.9 93.3544.90 544.89 -1.55 1.75 2.3 131.7 0.9 100.2554.90 554.88 -1.56 1.88 2.4 129.7 0.7 94.4564.90 564.88 -1.58 2.04 2.6 127.7 1.0 95.2573.20 572.98 -1.57 2.17 2.7 126.0 0.9 92.3

ALL

SERVICES

PROVIDED

SUBJECT

DA

AN

DIN

E5

CO

MP

A

NY

WE

LL

FIELD

CO

UN

TY

STA

TE

LOC

ATI

ON

SE

CTIO

N

TOW

NS

HIP

::::::::::::

AR

RO

W E

NE

RG

Y

DA

AN

DIN

E59

DA

AN

DIN

E

NO

NE

QLD

NO

NE

NO

NE

NO

NE

NO

NE

NO

NE

NO

NE

NO

NE

NO

NE

NO

NE

05/19/

09574.08

25.083

-2.60

573.70

0265.5

STE

EL 0

000NO

NE

C.D

IXO

N

OTH

ER

ELE

VA

TION

KB

:

NO

NE

ELE

VA

TION

DF

: NO

NE

LOG

ME

AS

UR

ED

FR

OM

:

DA

TE

DE

PTH

DR

ILLER

BIT S

IZE

LOG

TOP

LOG

BO

TTOM

CA

SIN

G

OD

CA

SIN

G B

OT

TOM

CA

SIN

G TY

PE

BO

RE

HO

LE

FLUID

RM

TEM

PE

RA

TUR

E

MU

D R

ES

MU

D

WE

IGH

T

::::::::::::::::LU

0501 9239 S/N

4352 CS

137SO

UR

CE

W S

/N

ALL S

ER

VIC

ES

PR

OV

IDE

D S

UB

JEC

T TO

STA

ND

AR

D TE

RM

S A

ND

0

10

20

30

40

50

METERS RES(SG)

0.01 OHM-M 50

CALIPERL DEN(SS)

10 CM 30 1 G/CC 3

GAMMA DEN(LS)

0 API-GR 200 1 G/CC 3

660

70

80

90

100

110

120

13130

140

150

160

170

180

190

20200

210

220

230

240

250

260

270

280

290

300

310

320

330

340

350

360

370

380

390

400

410

420

430

440

450

460

470

480

490

500

510

520

530

540

550

560

570

0 API-GR 200 1 G/CC 3

GAMMA DEN(LS)

10 CM 30 1 G/CC 3

CALIPERL DEN(SS)

0.01 OHM-M 50

METERS RES(SG)

ALL

SERVICES

PROVIDED

SUBJECT

DA

AN

DIN

E5

CO

MP

A

NY

WE

LL

FIELD

CO

UN

TY

STA

TE

LOC

ATI

ON

SE

CTIO

N

TOW

NS

HIP

::::::::::::

AR

RO

W E

NE

RG

Y

DA

AN

DIN

E59

DA

AN

DIN

E

NO

NE

QLD

NO

NE

NO

NE

NO

NE

NO

NE

NO

NE

NO

NE

NO

NE

NO

NE

NO

NE

05/19/

09574.08

25.083

-2.60

573.70

0265.5

STE

EL 0

000NO

NE

C.D

IXO

N

OTH

ER

ELE

VA

TION

KB

:

NO

NE

ELE

VA

TION

DF

: NO

NE

LOG

ME

AS

UR

ED

FR

OM

:

DA

TE

DE

PTH

DR

ILLER

BIT S

IZE

LOG

TOP

LOG

BO

TTOM

CA

SIN

G

OD

CA

SIN

G B

OT

TOM

CA

SIN

G TY

PE

BO

RE

HO

LE

FLUID

RM

TEM

PE

RA

TUR

E

MU

D R

ES

MU

D

WE

IGH

T

::::::::::::::::LU

0501 9239 S/N

4352 CS

137SO

UR

CE

W S

/N

ALL S

ER

VIC

ES

PR

OV

IDE

D S

UB

JEC

T TO

STA

ND

AR

D TE

RM

S A

ND

260

262

264

266

268

270

272

274

276

278

280

282

284

CALIPERL METERS DEN(SS)

10 CM 30 1 G/CC 3

GAMMA DEN(LS)

0 API-GR 200 1 G/CC 3

286

288

290

292

294

296

298

300

302

304

306

308

310

312

314

316

318

320

322

324

326

328

330

332

334

336

338

340

342

344

346

348

350

352

354

356

358

360

362

364

366

368

370

372

374

376

378

380

382

384

386

388

390

392

394

396

398

400

402

404

406

408

410

412

414

416

418

420

422

424

426

428

430

432

434

436

438

440

442

444

446

448

450

452

454

456

458

460

462

464

466

468

470

472

474

476

478

480

482

484

486

488

490

492

494

496

498

500

502

504

506

508

510

512

514

516

518

520

522

524

526

528

530

532

534

536

538

540

542

544

546

548

550

552

554

556

558

560

562

564

566

568

570

572

574

METERS DEN(SCALIPE

3G/12API-0

GAM DEN(L

1 C 3 1 G/3

APPENDIX 5 WIRELINE LOGS (LAS FILES)

microsoft word - daandine-59 wcr.doc€¦ · web viewthe surat basin is a large intracratonic...

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