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Quarterly Report

29th Oct 2010 09:00

RNS Number : 2362V
Berkeley Resources Limited
29 October 2010
 



29 October 2010

BERKELEY RESOURCES LIMITED

Quarterly Activities Report - September 2010

Intensive activity continued throughout the quarter, with a strong focus on upgrading the Mineral Resources at the Salamanca Uranium Project (SUP) and advancing phase one of the Feasibility Study across a broad front with the aim of completion in the December quarter. In addition, corporate activity resulted in a non-binding MOU being signed with the Korea Electric Power Corporation (KEPCO), to finance and develop the SUP, subject to positive due diligence.

Key Technical Developments

·; RC drilling was completed in September with a total of 98 holes for 7,054 metres drilled during the quarter. The drilling successfully upgraded the confidence levels at Sageras and Alameda South and discovered an extension to the mineralisation at Sageras which remains open to the north-west.

·; Updated Mineral Resources Estimates were announced in September for the Sageras and Alameda South deposits. The combined Mineral Resources at these two deposits increased by 10% to 29.8 Mlbs U3O8 with 93% now in the Measured and Indicated categories.

·; Tank leach metallurgical tests have produced very encouraging results with 93% uranium extraction achieved in acid batch leach tests for bulk samples from Palacios and Alameda and 87% at Sageras.

·; Very low acid consumption at Sageras (7-10kg/t), increasing slightly to 12-13 kg/t at Alameda, with 23-25 kg/t at the smaller Palacios deposit.

·; Initial results from four, 50 day, static column leach tests on Sageras bulk samples have returned similar extraction rates.

·; A significant amount of other work toward the SUP Feasibility Study was completed during the quarter including environmental, radiological, water management, waste management and mining studies.

·; Approximately 11.5 tonnes of "representative" core samples were selected and dispatched to SGS in Perth for a variety of ore preparation tests including communition, scrubbing and gravity flotation test work

·; The combined RC drilling and diamond drilling programme for the Retortillo and Santidad deposits is scheduled to commence in October with updated Mineral Resources expected by the end of the year.

·; A further 3,200 metres of diamond drilling is scheduled to commence in October at the Sageras, Palacios North and Alameda South deposits to generate more material for Phase 2 heap leach metallurgical test work.

 

 

 

 

 

 

Key Corporate Developments

·; A non-binding MOU was signed with the Korea Electric Power Corporation (KEPCO) to finance and develop the SUP which was announced on the 10th August.

·; The Company exercised an option to extend the completion of the SUP Feasibility Study by one year to the 25th November, 2011 as per clause 6.1 of the Collaboration Agreement with ENUSA. This may result in the payment of an additional €1 million option fee. The Company believes that this extension will not have any material effect on the start-up date of the project.

·; The Company completed a reorganisation of the Spanish entities which involved the transfer of the Retortillo deposit between wholly owned subsidiaries. A VAT charge was incurred on the transfer of A$3.6m, which has had the effect of reducing the group's cash position to A$4.5m at the end of the quarter - these funds were returned from the Spanish taxation authorities on the 11th October, 2010 - increasing the group's cash position to A$8.1 million.

·; At the beginning of the quarter, Berkeley announced the appointment of BMO Capital Markets Ltd (BMO) as Financial Advisors.

·; Mr Matthew Syme announced his intention to resign as a Non-executive Director of the Company which will take effect from the next Annual General Meeting on the 29th November, 2010.

 

Berkeley Resources Managing Director, Mr Ian Stalker commented "This has been another extremely busy and significant period for Berkeley. The upgrading of the Mineral Resources, encouraging metallurgical test work results and the positive progress on the Feasibility Study all confirm the potential of the Salamanca Uranium Project."

 

 

 

 

 

 

 

 

 

 

 

 

Enquiries - Managing Director: Ian Stalker Tel: +34 608 221 497

RBC Capital Markets: Martin Eales Tel: +44 20 7029 7881

 

 

KEPCO PARTNERSHIP

Berkeley has entered into a non-binding Memorandum of Understanding (MOU) with the Korea Electric Power Corporation (KEPCO), to finance and develop the SUP.

KEPCO is a Korean government invested diversified energy company with assets over $US 80 billion and revenues of over $US 30 billion, on a consolidated basis as of December 31, 2009. The company is involved in the generation, transmission and distribution of electrical power from nuclear, hydro, coal, oil and LNG sources worldwide. KEPCO provides electricity to almost all households in Korea and operates twenty nuclear power plants in the country with six more under construction. The company has over 30,000 employees and is listed on the Korean Stock Exchange and the New York Stock Exchange.

Under the terms of the agreement announced to the ASX on the 10th August, KEPCO would invest, at the Project level only, US$ 70 million for a 35% interest in the Salamanca Uranium Project, which comprises of Aguila, Alameda, Retortillo and Villar mining areas. KEPCO would also contribute funding of 35% for the development of the Salamanca Uranium Project assets to bring them into production as well as ongoing operating expenditure.

In return, this agreement provides that KEPCO would execute a proposed off-take agreement to purchase 35% of the Salamanca Uranium Project's U308 production at industry standard terms, based on a mix of spot and term prices.

The transaction is subject to the completion of a final 60 days due diligence by KEPCO, execution and delivery of a Definitive Agreement (DA) within 30 days thereafter and Berkeley and KEPCO Board approvals, as well as the receipt of certain regulatory stock exchange approvals, if required.

 

 

MINERAL RESOURCES

Berkeley's Mineral Resources are grouped into five project areas: Águila, Alameda, Retortillo, Villar and Gambuta.

Initial Mineral Resource Estimates for the Águila and Alameda Areas were announced in February and March following completion of a confirmatory diamond drilling programme at the Sageras, Palacios North and Alameda South deposits.

In June 2010, Berkeley commenced RC drilling at all three deposits to infill and upgrade the resources and test for lateral and depth extensions. The resource infill component of this programme was completed in August and following receipt of the final chemical assays, AMC Consultants (UK) re-estimated the Mineral Resources at the Sageras and Alameda South deposits which were announced on the 23rd September. Detailed outcomes include:

·; Mineral Resources within Berkeley's projects now total 84.6 million tonnes at 446 ppm for 83.2 Mlbs (37.7 Kt) U3O8, with 46% in the Measured and Indicated categories (see Table 1).

·; Combined Mineral Resources for the Phase 1 Feasibility Study deposits (Sageras, Palacios North & Alameda South) have increased by 8% to 34.5 Mlbs (15.7 Kt) U3O8, with 93% in the Measured and Indicated categories (see Table 2).

·; Mineral Resources for the Sageras Deposit have increased by 16% and now total 10.0 Mlbs (4.5 Kt) at an average grade of 405 ppm U3O8. These include 39% Measured Resources and 57% Indicated Resources.

·; Mineral Resources for the Alameda South Deposit have increased by 7% and now total 19.8 Mlbs (9.0 Kt) at an average grade of 445 ppm U3O8. These include 92% Indicated Resources.

 

A summary of the five Resource Areas with a breakdown of the resource categories is shown in Table 1.

Table 1 - Berkeley Mineral Resource Areas (200 ppm U3O8 cut-off)

Deposit

Resource

Tonnes

U3O8

U3O8

U3O8

Category

Berkeley

U3O8

Name

Category

(Mt)

(ppm)

(t)

(Mlbs)

(%)

(%)

(Mlbs)

Measured

5.6

400

2,240

4.9

22%

90%

4.4

Indicated

8.7

463

4,031

8.9

40%

90%

8.0

Subtotal M+I

14.3

439

6,271

13.8

62%

90%

12.4

Inferred

9.8

387

3,794

8.4

38%

90%

7.5

Águila Area

Total

24.1

418

10,065

22.2

100%

90%

20.0

Indicated

18.5

446

8,251

18.2

75%

90%

16.4

Inferred

5.8

482

2,798

6.2

25%

90%

5.6

Alameda Area

Total

24.3

455

11,049

24.4

100%

90%

21.9

Villar Area

Inferred

5.0

446

2,239

4.9

100%

90%

4.4

Indicated

5.2

531

2,759

6.1

27%

100%

6.1

Inferred

14.7

505

7,430

16.4

73%

100%

16.4

Retortillo Area

Total

19.9

512

10,190

22.5

100%

100%

22.5

Gambuta Area

Inferred

11.3

371

4,192

9.2

100%

100%

9.2

Measured

5.6

400

2,240

4.9

6%

4.4

Indicated

32.4

464

15,041

33.2

40%

30.4

Subtotal M+I

38.0

455

17,282

38.1

46%

34.9

Inferred

46.6

439

20,453

45.1

54%

43.1

Berkeley

Total

84.6

446

37,735

83.2

100%

78.0

SALAMANCA URANIUM PROJECT

Berkeley's Feasibility Study process for the Salamanca Uranium Project commenced in May 2009, following Cabinet approval of the Co-Operation Agreement between Berkeley and ENUSA. The Study objective is to assess the viability of restarting mining within the Salamanca State Reserves, based on a number of known uranium deposits.

 

Berkeley's Feasibility Study is progressing in 2 separate phases:

 

1. Phase 1 is focusing on a tank leach scenario with a production rate of 2.1 Mlbs (0.95 Kt) of U3O8 per annum with the Sageras, Palacios North and Alameda South deposits providing the initial feed to the Quercus Plant.

2. Phase 2 aims to increase the production rate up to 5 Mlbs (2.3 Kt) of U3O8 per annum by establishing heap leach operations at the various satellite deposits.

 

A breakdown of the updated Mineral Resource Estimates for the three Phase 1 Feasibility Study deposits is shown in Table 2.

Table 2 - Phase 1 Feasibility Study Mineral Resources (200 ppm U3O8 cut-off)

Deposit

Resource

Tonnes

U3O8

U3O8

U3O8

Category

Berkeley

U3O8

Name

Category

(Mt)

(ppm)

(t)

(Mlbs)

(%)

(%)

(Mlbs)

Measured

4.7

378

1,777

3.9

39%

90%

3.5

Indicated

5.8

444

2,575

5.7

57%

90%

5.1

Subtotal M+I

10.5

414

4,352

9.6

96%

90%

8.6

Inferred

0.7

268

188

0.4

4%

90%

0.4

Sageras

Total

11.2

405

4,539

10.0

100%

90%

9.0

Measured

0.9

515

464

1.0

22%

90%

0.9

Indicated

2.9

502

1,456

3.2

68%

90%

2.9

Subtotal M+I

3.8

505

1,919

4.2

90%

90%

3.8

Inferred

0.4

531

212

0.5

10%

90%

0.4

Palacios North

Total

4.2

508

2,132

4.7

100%

90%

4.2

Measured

0.0

0

0

0.0

0%

90%

0.0

Indicated

18.5

446

8,251

18.2

92%

90%

16.4

Subtotal M+I

18.5

446

8,251

18.2

92%

90%

16.4

Inferred

1.7

433

736

1.6

8%

90%

1.5

Alameda South

Total

20.2

445

8,987

19.8

100%

90%

17.8

Measured

5.6

400

2,240

4.9

14%

90%

4.4

Indicated

27.2

452

12,282

27.1

78%

90%

24.4

Phase 1

Subtotal M+I

32.8

443

14,522

32.0

93%

90%

28.8

Feasibility

Inferred

2.8

406

1,136

2.5

7%

90%

2.3

Study

Total

35.6

440

15,658

34.5

100%

90%

31.1

A large amount of work was undertaken during the quarter in progressing the first phase of the Feasibility Study which is on track to be completed in November. A summary of the various works completed follows.

 

1. Drilling

The RC drilling programme was completed in September with a total of 98 holes for 7,054 metres (Table 3) drilled during the quarter.

 

Table 3 - 3rd Quarter Drilling Totals

Deposit

DDH

RC

TOTAL

Holes

Metres

Holes

Metres

Holes

Metres

Alameda South

1

63

12

1,372

13

1,435

Palacios North

1

90

10

1,112

11

1,202

Sageras

0

0

76

4,570

76

4,570

Total

2

153

98

7,054

100

7,207

 

The drilling successfully in-filled the Inferred resource areas at Sageras and Alameda South and identified a new zone of mineralisation at Sageras which was not closed off prior to finalizing the updated resource.

The new mineralized zone was discovered in drill hole ZRC-012 which intersected very high grade mineralisation from 44m depth over a 3 metre interval grading 7,027 ppm U3O8.

Follow up drilling has extended the mineralization over 250 metres to the north-west where it is still open. A number of holes drilled to the north of ZRC-012 also returned positive intersections but these were not included in the September resource update as the assay results were received after the Mineral Resource Estimate had been finalized.

10 RC holes (1,112m) were drilled at Palacios aimed at exploring the previously untested area between the two main mineralised domains. The results were disappointing with only 2 holes intersecting mineralisation extending below the current resource model.

Diamond drilling continued during the quarter with one hole (MDD-017) completed at Palacios North and one hole (ASD-057) completed at Alameda South. Both of these holes were drilled to provide additional metallurgical material for heap leach and comminution metallurgical test work.

A new 3,200m diamond drilling programme has been planned and submitted to the Salamanca Mines Department as an extension of the previous diamond drilling for the Palacios North, Sageras and Alameda South deposits. This programme has been designed to generate an additional 20 tonnes of core for Phase 2 heap leach column metallurgical test work and is due to commence in October.

The planned infill and metallurgical RC and diamond drilling programme at the Retortillo and Santidad deposits is expected to commence in November following positive approval by the Salamanca Mines Department.

A list of notable intersections for the quarter is shown in Table 4. The diamond drill holes are presented as eU3O8 grades calculated from down hole radiometrics whereas the RC holes are presented as U3O8 chemical assays.

 

Table 4 - Notable Intersections

Deposit

RC

From

To

Interval

U3O8

Hole ID

(m)

(m)

(m)

(ppm)

Alameda South

ASR-037

77

81

4

1,204

Alameda South

ASR-039

15

25

10

731

Alameda South

ASR-041

36

39

3

2,647

Alameda South

ASR-045

25

35

10

840

Alameda South

ASR-047

20

28

8

1,187

Alameda South

ASR-047

29

57

28

1,728

Alameda South

ASR-051

113

116

3

1,341

Alameda South

ASR-052

57

62

5

1,585

Alameda South

ASR-052

75

81

6

2,691

Alameda South

ASR-052

84

95

11

506

Alameda South

ASR-052

107

114

7

1,417

Alameda South

ASR-053

17

25

8

658

Alameda South

ASR-056

69

71

2

3,041

Alameda South

ASR-058

45

56

11

814

Sageras

SGR-025

26

31

5

1,325

Sageras West

ZMR-015

45

50

5

7,146

Sageras West

ZMR-016

41

48

7

3,649

Sageras West

ZMR-017

27

49

22

1,188

Palacios North

MDR-025

70

75

5

876

Deposit

DDH

From

To

Interval

eU3O8

Hole ID

(m)

(m)

(m)

(ppm)

Alameda South

ASD-057

34

40

7

1,852

Palacios

MDD-017

7

22

15

406

 

 

A full table of intersections for the quarter is included in the Appendix. They have been calculated using a nominal 200 ppm U3O8 lower cut-off and a minimum thickness of at least 1 metre. All intersections correlate well with the historical drill hole data in both thickness, location down the hole and grade.

2. Metallurgical Test Work

During the year over 14,500 kg of representative diamond drill core was sent to the SGS Metallurgical Laboratories in Perth, Australia for a comprehensive metallurgical test work campaign supervised by Aker Solutions, Orway Mineral Consultants (WA) Pty Ltd and Kappes Cassiday. The material was selected on the basis of lithology, oxidation and grade from the Sageras, Palacios North and Alameda South deposits.

The primary objective of the Phase 1 metallurgical test work is to optimise the process conditions for treating the uranium ore at Sageras, Alameda and Palacios in a tank leach configuration. The results of the current work will be used for the re-commissioning of the Quercus Processing Plant at a capacity of 2.1 Mlb (0.95 Kt) of U3O8 per annum.

The Phase 1 test work campaign commenced in March 2010 and is scheduled to be completed in the 4th quarter 2010 with the following test work finalised or still in progress:

·; Tank leaching;

·; Heap leaching;

·; Comminution & ore upgrade;

·; Leach agitator test work;

·; Thickening and filtration test work;

·; Effluent neutralisation.

 

The key results from the test work completed to date are summarised below:

·; Leach recoveries greater than 93% at Palacios and Alameda and 87% at Sageras using an acid based process at high slurry densities of 1.6 to 1.8;

·; A relatively coarse grind in the leach of P80 (750 microns);

·; Rapid leach times - approximately 10 to 12 hours at Alameda and 14 hours at Sageras;

·; Ambient leach temperatures of 20ºC;

·; Low sulfuric acid consumptions of 7 to 10 kg/t at Sageras, 12 to 13 kg/t at Alameda and 23 to 25 kg/t at Palacios;

·; Minimal recovery of impurities with the acid leach;

·; A simplified extraction flow sheet, similar to that employed in uranium acid leach processing elsewhere in the world;

·; Reduction of environmental issues with the generation of a "dry" leach residue.

·; Encouraging results have also been returned from column leach test work on four Sageras variability samples with leach yields between 83 and 90%.

 

Tank Leach

The current dynamic leach test work has delivered uranium extraction rates in excess of 93% at Alameda and Palacios and 87% at Sageras. All of the tests to date have employed a coarse grind to the leach feed of P80 (750 microns) with the aim of minimizing energy requirements in the comminution circuit without sacrificing yield.

Typical process conditions are presented in Table 5.

 

Table 5 - Leach Process Conditions for Palacios, Alameda and Sageras

Material

Units

Palacios

Alameda

Sageras

Recovery

%

93

93

87

Sulfuric acid

(kg/t)

23 - 25

12 - 13

7 - 10

Pyrolusite

(kg/t)

1.9

2.5

2.5

Temperature

(ºC)

20

20

20

Slurry Specific Gravity

1.7 - 1.8

1.7 - 1.8

1.7 - 1.8

Leach Time

(h)

6 - 8

10 - 12

12 - 14

 

Heap Leach

Column leach test work employing 100mm diameter by 2m length columns on four Sageras lithologies has returned comparable extraction rates to the tank leach process (87% extraction). Acid consumptions are slightly higher than those in the tank leach at 14 and 15 kg/tonne respectively.

Ore Upgrade Test work

The material from Palacios demonstrated outstanding upgrade to a simple crush, scrub and screen process during ore preparation where a total of 57% of the uranium was concentrated into 15% of the feed weight (or 72% of the uranium was concentrated in 37% of the weight).

Engineering Related Test work

A significant component of the test work is focused on developing relevant engineering data to include in the Phase 1 Feasibility Study due for completion in the 4th quarter.

The tank leach test work completed to date has supported the conceptual flow sheets using a relatively simple acid leach process common to many existing uranium operations.

Process Flowsheet

The process flowsheets have been configured from the results of test work conducted to date.

Process engineering data has been obtained for the following test work:

 

1. Comminution - Table 6 summarises the comminution results for the Alameda and Sageras Ore.

 

Table 6 - Comminution Result Summary

Composite Sample

UCS Results (Mpa)

CWI (kWh/t)

SMC Results (-31.5+26.5mm)

Abrasion Index

BRMWI (kWh/t)

BRMWI Product Size (P80 µm)

A

B

A x b

Dwi (kWh/m³)

Alameda

46

8.4

54.5

0.54

29.5

10.12

0.1136

20.8

801

Transition

12

7.1

40.3

0.92

37.1

7.14

0.0725

15.2

789

Primary

55

8.7

57.8

0.45

26.1

10.83

0.1233

22.1

804

Sageras

48

8.4

56.8

1.01

57.2

5.11

0.0405

12.4

811

Transition

31

6.2

38.2

1.75

66.9

3.75

0.0218

10.6

833

Primary

53

9.1

62.4

0.79

48.3

5.51

0.0461

12.9

805

 

2. Leach agitator selection - Table 7 lists the leach agitator test work results for the Palacios and Sageras ore at a 70% slurry concentration.

 

Table 7 - Palacios and Sageras Agitation Test work Results

Description

Units

Palacios

Sageras

Power /unit vol

kW/m3

4.73

4.2

Torque/unit volume

N.m/m3

90.2

78

Tip Speed

m/s

4.18

3.98

Superficial Velocity

m/min

24.4

23

Specific Gravity

1.9

1.9

 

3. Pre-leach and post-leach thickening - Table 8 shows the dynamic pre-leach thickening results for the Palacios and Sageras Ore.

 

Table 8 - Palacios and Sageras Dynamic Pre - Leach Thickening Results

Feed

Flocculant

Underflow

Flux

Calc. Solids

Liquor RR

Dose

Meas. Solids

Yield

(t/(m2h)

(%(w/w))

(m/h)

(g/t)

(%(w/w))

Stress (Pa)

1

25

3.37

25

67

320

 

Table 9 shows the dynamic post-leach thickening results for the Sageras Ore.

Table 9 - Sageras Dynamic Post -Leach Thickening Results

Feed

Flocculant

Underflow

Flux

Calc. Solids

Liquor RR

Dose

Meas. Solids

Yield

(t/(m2h)

(%(w/w))

(m/h)

(g/t)

(%(w/w))

Stress (Pa)

1

25

3.37

25

67

320

4. Residue filtration - Table 10 lists the residue filter parameters for the combined Palacios and Sageras Ore.

 

Table 10 - Residue Filtration Parameters

Description

Units

Filter Parameters

Average Filtration Flux

t/m2h

1.1

Form Moisture

% H2O

26

Discharge Moisture

% H2O

19-21

Discharge Cake Thickness

Mm

28

Wash Efficiency

%

96

 

5. Effluent Neutralisation - A short pilot plant campaign is planned at the Australian Nuclear Science and Technology Organization (ANSTO) for the 4th quarter 2010 that will examine the treatment of acid mine drainage liquors for removal of heavy metals and radionuclides.

 

Engineering

The following Phase 1 feasibility study process and engineering packages have been completed:

·; Design Basis

·; Mass balance

·; Process Control Flow Diagram

·; Process Block Flow Diagram

·; Equipment List

·; Plant Layouts

·; Motor List

·; Operating Cost

 

The capital cost for the Phase 1 feasibility study process and engineering packages is still in progress. The following 3 trade-off studies have also been undertaken and the results will be incorporated into the process design:

1. CCD Versus Belt Filtration Option

2. Ammonium Hydroxide Versus Sodium Carbonate Strip Option

3. Continuous Ion Exchange and Solvent Extraction Versus 2 Solvent Extraction Modules Option

 

Future Work

The current phase of the tank leach testwork programme is expected to be completed in the 4th quarter 2010. Future work is aimed at:

·; Identifying whether improved recoveries of uranium can be achieved for Sageras;

·; Progressing the heap leach Phase 2 testwork on Alameda and Sageras;

·; Completing the pilot plant campaign at ANSTO in order to obtain process and engineering data for the design of mine acid rock drainage and pit waters;

·; Completing the Phase 1 Feasibility Study in the 4th quarter 2010;

·; Securing further drill core of approximately 20 tonnes as part of the Phase 2 Feasibility Study Pilot Plant campaign.

 

3. Environmental Studies

In February 2010 Berkeley initiated, under the supervision of Golder Associates, a series of baseline studies to determine the current status of the areas that will be potentially affected by the planned mining activities in the State Mining Reserves at Águila and Alameda. These studies consisted of field activities as well as literature reviews of the potentially affected areas and their surroundings. In performing these studies, Berkeley has contracted well known experts within each particular field of expertise. The studies will form the basis for the ESIA, designing protective measures where required to minimise the impact of the planned mining activities.

A summary of the key elements completed during the quarter are summarised below:

·; Land-use and landscape. The landscape characterisation study was completed by AIA Consultants during the quarter and the results of all soil sampling conducted have been received.

·; Climate and Meteorology. The weather station was relocated by INGEMISA from Alameda to Sageras to complete the climate data set.

·; Air Quality. The first data from air quality monitoring programme has been collected, this includes deposited dust from 8 separate monitoring locations surrounding both Alameda and Aguila and PM10 medium volume monitoring at the same location plus at the townships of La Alameda de Gardon and Saelices el Chico.

·; Noise. The next monitoring campaign will be performed in October.

·; Surface Water Quality. The bi-monthly surface monitoring programme continued at 7 locations identified up and down stream of the proposed operations at Águila and Alameda. The fourth sampling campaign was performed in August. It was not possible to sample the Carpio de Azaba and Arroyo de la Mimbre creek as there was no flowing water in the creek. This is normal as the creek only is seasonal and dries out during the summer months.

·; Groundwater Quality. During the quarter, the previously indentified and sampled public wells and springs in the area were re-sampled. In addition, on-site groundwater continued to be characterised as part of the hydro geological work being conducted by INGEMISA and Aquaterra.

·; Flora and Fauna Monitoring and assessment of flora and fauna has been completed and reports received from all consultants.

The study of aquatic flora and fauna was conducted by IPROMA SL and included sampling of fish, aquatic plants and sediments in the rivers at both Aguila and Alameda. A second round of sampling is scheduled for October.

The study concerning vegetation and flora studies for the areas of Alameda and Sageras/Palacios was conducted by the Catedratico Botanical University of Salamanca.

The study concerning fauna (mammals, fish, and reptiles) has been assigned to the University of Salamanca.

The study concerning local birds was conducted by Estudios Zoologicos Iberia SL and includes a special focus on the Black Stork

·; Socio-Economic Baseline. The Socio-Economical baseline study was assigned to the University of Salamanca. The study particularly mentions projects that are being developed in the area and possible interventions by the regional authorities, Junta de Castilla y León, considering the planned mine sites are within protected areas.

A summary of all monitoring completed to date will be collated for inclusion in the Feasibility Study. Monitoring will continue to allow for a full 12 months of data to be collected which will capture any seasonal variations. The complete set of baseline monitoring will be available for including in the permitting and approvals process.

4. Radiological Studies

The radiation assessment for the Feasibility Study is being conducted by Paulka Radiation & Environment. All methodology employed in the assessment has been based on international standards recognised by the European Union and international best practice guidance material have been incorporated where applicable.

The first part of the assessment has been the design and implementation of a baseline monitoring programme to characterise the current radiological aspects of the project. The monitoring programme includes parameters for radionuclides in dust, radon, gamma dose, radionuclides in soils, ground and surface waters and biota. The baseline monitoring programme commenced in February 2010 and is approximately 70% complete. During the quarter the following monitoring was conducted:

·; Water sampling continued as part of the environmental baseline with radionuclide's analysed as additional parameters.

·; Soil samples were collected from all areas of proposed infrastructure.

·; Dust deposition, airborne dust, radon and gamma radiation monitoring continues at each of the 8 selected sites described in the environmental baseline section.

·; High Volume air sampling was conducted in the villages of Alameda de Gardon and Saelices el Chico.

·; Radon emanation monitoring and soil sampling was conducted at each of the 8 dust sampling sites.

The remainder of the assessment involves the identification and quantification of any radiation risks the project may have with regard to workers, the public and the environment. The following tasks were completed during the quarter:

·; A radon modelling consultant engaged.

·; Worst case estimates of dust and radon in villages of Alameda de Gardon and Saelices el Chico were completed. This showed that "members of the public" exposures from the project were below applicable limits

·; ERICA assessments of impacts to aquatic biota from discharge of treated water to the river and from dust depositing into ecosystems were completed. Both assessments showed the risk to be low.

·; Radiation design criteria provided to engineers

·; Initial HAZOP level 2 study completed.

 

 

 

5. Water Management

The water management programme continued to progress well during the quarter with the completion of the field investigation component and commencement of the detailed analysis of the collected data.

 

Long term groundwater monitoring continued at Palacios, Sageras and Alameda and short term low rate hydraulic testing was undertaken between the proposed Palacios pits and the Agueda River and in the catchment divide between Sageras East and the restored Mina Fe open pit. Groundwater tracer tests were also completed at Sageras and Alameda.

 

Detailed analysis of the field data facilitated updating of the conceptual hydro geological model and a revised prediction of potential groundwater inflows into the proposed pits at Palacios, Sageras and Alameda. The revised groundwater inflows are not excessive and should be easily managed during mining activities. Elevated hydraulic conductivity in the southern area of Alameda may yield more significant inflows, but the potential exists to install dewatering bores in this area to intercept water prior to entering the open pit. These dewatering bores could also provide a necessary water supply for the mining operation at Alameda.

 

Pit wall pore pressure modelling was undertaken in order to assess whether depressurisation might be required to achieve pit wall stability and to provide input into the geotechnical pit slope design studies being completed by AMC Consultants (UK). The modelling predicts that under natural/free draining conditions, the proposed open pit walls will drain with time, although, the rate of mining in some areas may lead to the local development of saturated pit wall conditions which may require depressurisation. However,the modelling of depressurisation options indicates that the straightforward installation of pit wall drain holes can achieve the depressurisation required to support design pit wall angles.

 

During the quarter, preliminary surface water management plans and a project water balance were prepared, which are key aspects of the water management study and distributed to the other project team members.

 

The on-going work includes finalising the site water management plan and preparation of the Feasibility Study report.

 

6. Waste Characterisation

 

A review of anticipated waste rock characteristics was conducted during the quarter. A total of 45 waste rock samples were selected from the Alameda, Sageras, and Palacios deposits and shipped to SGS-CEMI in Vancouver for geochemical characterization. All static test results have been received and reviewed. Five samples have been identified for kinetic testing, which is currently ongoing.

A total of 8 residue samples (7 leach products and 1 water treatment plant residue) and 7 feed samples were also selected for geochemical characterization. All static test results for the leach product and feed samples have been received and reviewed.

Two residue samples have been identified for kinetic testing, which is to be initiated shortly.

The main findings to date can be summarized as follows:

·; The environmental characteristics of the three deposits are similar.

·; Oxidized material is non acid generating, sulphide material is mostly potentially acid generating, and NORM is both.

·; The sulphur threshold between potentially acid generating and non acid generating material appears to be between 0.2 and 0.4%. This is to be verified by the ongoing kinetic testing for possible use in waste rock management.

·; Ore and residue are potentially acid generating.

·; A number of metals and sulphate have been identified as being potentially leachable, especially under acidic conditions.

 

Waste Rock Dumps

Based on the preferred processing option and final open pit designs, waste rock dumps (WRD) have been designed and costed for the maximum allocated volumes from Sageras, Palacios North and Alameda South.

 The optimisation of these preliminary designs will be largely based on the mine scheduling for backfilling which is currently being developed by Berkeley and AMC Consultants (UK). Following the optimisation, WRD's will be optimised and the final decision for water diversion and water catchment provided as part of the basic design.

Tailings Management Facility

Based on the preferred processing option and final open pit designs, a TMF has been designed for the allocation of the tailings streams at Águila and Alameda. The cost estimates have been finalised for the tailings/waste dumps management with a cost per rehabilitation/rehandling and restoration of 0.63 €/t (O&W) moved.

7. Mining Studies

The geotechnical studies for Feasibility Study were finalized during the quarter. The outcomes include:

·; New overall pit slope angle in a range of 45º to 50º

·; General configuration of berms, batter angles and roads: 2 lifts of 6m benches divided by a 1m inter-berm. Batter angle of 90º and berm widths of 6m

 

Preliminary pit designs and associated mining schedules have been generated during the quarter, reviewing the mining sequences and the potential to increase annual production to over 5 Mlbs per year.

Visits from Spanish mining contractor companies included PEAL, ALGRAN and Francisco Cerezo. The information provided from these contractors was used to further refine the pit optimization

A study was undertaken by a Blasting Consulting firm to work out the best way to control dust during blasting. A summary of the outcomes include:

·; Optimised blasting design developed.

·; Burden: increase to 5.3m.

·; Bench height: 6m is correct, never more than 9 m.

·; Stemming: at least 4m (for a 6m bench) with selected gravel.

·; Use of Key Performance Indicators in blasting.

·; Development of a quality control procedure in blasting.

·; Possible use of pulverized water canyons to create a fog over the blasting area.

 

Contact was made with the Spanish division of Caterpillar to obtain detailed noise emission data for the various mining equipment to be used. This information will be included in the Environmental section of the Feasibility Study.

 

 

A full version of this announcement including images can be downloaded from Berkeley's website at www.berkeleyresources.com.au.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

APPENDIX

Palacios North DDH Intersections (e-grades)

Hole ID

Easting

Northing

Elevation

Depth

Azimuth

Dip

From

To

Interval

eU3O8

(m)

(m)

(m)

(m)

(º)

(º)

(m)

(m)

(m)

(ppm)

MDD-017

701469

4500686

630.5

90.05

118

-70

6.70

21.74

15.04

406

23.82

25.11

1.29

414

26.35

28.62

2.27

598

29.65

32.53

2.88

1,431

34.92

37.56

2.64

999

44.26

45.31

1.05

765

 

Alameda South DDH Intersections (e-grades)

Hole ID

Easting

Northing

Elevation

Depth

Azimuth

Dip

From

To

Interval

eU3O8

(m)

(m)

(m)

(m)

(º)

(º)

(m)

(m)

(m)

(ppm)

ASD-057

689211

4500748

737.8

62.75

0

-90

33.54

40.26

6.72

1,852

42.67

45.64

2.97

525

 

Palacios North RC Intersections (chemical assays)

Hole ID

Easting

Northing

Elevation

Depth

Azimuth

Dip

From

To

Interval

U3O8

(m)

(m)

(m)

(m)

(º)

(º)

(m)

(m)

(m)

(ppm)

MDR-018

701319

4500569

654.8

126

57.27

-60

45

46

1

244

52

53

1

812

57

60

3

601

70

71

1

449

91

92

1

970

MDR-019

701227

4500585

656.2

175

118

-60

41

42

1

512

77

78

1

1,568

161

165

4

352

168

172

4

245

MDR-020

701430

4500358

658.8

85

360

-90

Not mineralized

MDR-021

701277

4500585

659.3

163

118

-60

54

55

1

204

56

57

1

311

142

143

1

625

146

147

1

1,012

MDR-022

701582

4500419

644.0

82

360

-90

Not mineralized

MDR-023

701481

4500394

658.3

80

360

-90

46

47

1

607

MDR-024

701277

4500964

629.1

80

118

-60

Not mineralized

MDR-025

701355

4500997

625.5

100

118

-60

56

57

1

255

59

60

1

212

67

68

1

283

70

75

5

876

87

88

1

522

MDR-026

701309

4500768

654.5

120

118

-60

Not mineralized

MDR-027

701298

4501055

615.5

100

118

-60

Not mineralized

 

Sageras RC Intersections (chemical assays)

Hole ID

Easting

Northing

Elevation

Depth

Azimuth

Dip

From

To

Interval

U3O8

(m)

(m)

(m)

(m)

(º)

(º)

(m)

(m)

(m)

(ppm)

SGR-025

700522

4501842

645.4

50

-90 

13

16

3

234

26

31

5

1,325

SGR-026

700481

4501909

647.4

53

-90

29

30

1

404

SGR-027

700593

4501949

648.6

50

-90

15

16

1

241

23

26

3

219

37

38

1

286

SGR-028

700656

4502018

644.7

40

 -90 

11

20

9

597

23

26

3

772

34

35

1

248

SGR-029

700693

4501983

639.1

46

 -90 

Not mineralized

SGR-030

700726

4501968

635.3

50

 -90 

5

6

1

248

SGR-031

700694

4501848

636.0

56

 -90 

Not mineralized

SGR-032

700591

4501800

643.3

40

 -90 

Not mineralized

SGR-033

700734

4502090

636.3

40

 -90 

Not mineralized

SGR-034

700770

4502208

640.8

50

 -90 

6

17

11

417

20

21

1

231

24

26

2

442

34

35

1

837

SGR-035

700515

4502015

654.2

40

 -90 

17

18

1

209

21

22

1

582

24

30

6

304

SGR-036

700723

4502228

646.7

50

 -90 

31

36

5

261

41

42

1

212

SGR-037

700546

4502114

654.4

43

 -90 

22

31

9

645

SGR-038

700699

4502426

649.9

91

 -90 

49

50

1

338

58

59

1

244

66

70

4

907

SGR-039

700512

4502159

653.3

43

 0

 -90 

Not mineralized

SGR-040

700675

4502553

660.0

91

 -90 

46

47

1

266

SGR-041

700529

4502228

654.2

40

 -90 

19

20

1

555

SGR-042

700644

4502584

664.4

117

224

-75

47

48

1

309

73

77

4

440

SGR-043

700663

4502743

664.6

100

 -90 

Not mineralized

SGR-044

700585

4502813

655.3

70

 -90 

13

18

5

363

SGR-045

700578

4502662

663.7

100

 -90 

Not mineralized

SGR-046

701102

4503306

683.2

45

 -90 

Condemnation hole, not mineralized

SGR-047

700677

4503085

665.6

50

 -90 

Condemnation hole, not mineralized

SGR-048

701196

4503505

684.4

50

 -90 

Condemnation hole, not mineralized

SGR-049

700849

4503451

668.7

50

 0

 -90 

42

43

1

298

SGR-050

701289

4503700

686.4

63

 0

 -90 

39

40

1

208

46

47

1

302

SGR-051

700769

4503904

691.1

55

 -90 

Condemnation hole, not mineralized

SGR-052

701599

4503602

697.3

51

 -90 

Condemnation hole, not mineralized

SGR-053

700296

4503601

674.0

58

 -90 

Condemnation hole, not mineralized

SGR-054

701797

4503302

695.2

50

 -90 

Condemnation hole, not mineralized

SGR-055

700288

4503434

668.1

80

 -90 

Condemnation hole, not mineralized

 

 

Hole ID

Easting

Northing

Elevation

Depth

Azimuth

Dip

From

To

Interval

U3O8

(m)

(m)

(m)

(m)

(º)

(º)

(m)

(m)

(m)

(ppm)

ZMR-011

699633

4502977

675.9

90

-90 

34

35

1

269

43

44

1

348

64

65

1

213

71

72

1

206

ZMR-014

699582

4502884

666.9

74

-90

42

43

1

218

46

47

1

256

56

57

1

264

60

61

1

444

ZMR-015

699493

4502865

658.2

80

-90

17

18

1

672

22

26

4

576

34

36

2

1,889

45

50

5

7,146

52

55

3

762

ZMR-016

699511

4502883

659.6

71

-90

23

24

1

278

26

27

1

309

41

48

7

3,649

51

56

5

707

70

71

1

1,046

ZMR-017

699477

4502846

656.4

67

-90

18

19

1

274

22

25

3

442

27

49

22

1,188

53

54

1

222

59

63

4

549

ZMR-018

699459

4502829

654.5

61

-90

6

8

2

224

18

21

3

200

25

26

1

203

29

31

2

298

34

37

3

745

44

45

1

465

55

56

1

253

ZMR-019

699654

4502816

674.1

70

-90

36

39

3

202

43

44

1

308

47

51

4

274

53

54

1

406

ZMR-020

699406

4502846

651.4

67

-90

0

3

3

233

9

12

3

463

25

27

2

516

34

35

1

331

ZMR-021

699422

4503101

655.2

63

-90

Not mineralized

ZMR-022

699373

4503045

651.5

60

0

 -90 

Not mineralized

ZMR-023

699471

4503159

662.4

60

 -90 

29

31

2

371

34

38

4

343

44

45

1

281

ZMR-024

699474

4502990

662.6

54

 -90 

Not mineralized

ZMR-025

699334

4502918

651.1

40

 -90 

14

15

1

223

ZMR-026

699528

4503217

669.7

61

 -90 

Not mineralized

ZMR-027

699300

4502881

647.2

42

 -90 

12

13

1

258

ZMR-028

699219

4502966

644.1

60

 -90 

Not mineralized

ZMR-029

699481

4503026

664.2

80

-44

-70

Not mineralized

 

 

Hole ID

Easting

Northing

Elevation

Depth

Azimuth

Dip

From

To

Interval

U3O8

(m)

(m)

(m)

(m)

(º)

(º)

(m)

(m)

(m)

(ppm)

ZMR-030

699500

4503044

664.1

81

-44

-70

22

25

3

332

29

30

1

822

45

46

1

328

ZMR-031

699179

4502894

643.4

60

0

-90

Not mineralized

ZMR-032

699146

4502826

635.6

60

0

-90

40

41

1

212

42

43

1

219

ZMR-033

699264

4502847

643.2

40

0

-90

7

8

1

278

ZMR-034

699203

4502739

648.1

40

0

-90

Not mineralized

ZMR-035

699113

4502762

644.8

60

0

-90

Not mineralized

ZMR-036

699044

4502626

640.1

60

0

-90

Not mineralized

ZMR-037

698906

503087

650.0

61

0

-90

21

22

1

251

ZMR-038

698961

4503142

643.5

60

0

-90

Not mineralized

ZMR-039

698854

4503033

649.7

60

0

-90

13

14

1

275

ZMR-040

699010

4503194

648.0

57

0

-90

24

25

1

229

ZMR-041

698696

4502870

671.5

60

0

-90

Not mineralized

ZMR-042

698753

4502922

661.7

60

0

-90

Not mineralized

ZMR-043

699116

4503301

653.6

60

0

-90

Not mineralized

ZMR-044

699067

4503241

646.7

60

0

-90

Not mineralized

ZMR-045

699085

4502686

640.5

61

0

-90

Not mineralized

ZMR-046

699473

4503095

661.3

51

0

-90

5

11

6

238

13

18

5

339

23

25

2

324

30

32

2

376

ZMR-047

699490

4503116

664.2

54

0

-90

9

10

1

217

ZMR-048

699507

4503133

667.4

51

0

-90

13

15

2

438

17

19

2

269

25

27

2

255

ZMR-049

699521

4503084

667.4

51

0

-90

12

13

1

322

15

23

8

460

38

39

1

248

ZMR-050

699444

4503140

658.5

57

0

-90

0

3

3

295

6

8

2

295

10

18

8

363

22

28

6

327

30

33

3

340

40

44

4

226

ZMR-051

699493

4503187

665.3

54

0

-90

Not mineralized

ZMR-052

699454

4503079

658.2

51

0

-90

Not mineralized

ZMR-053

699521

4503148

671.0

51

0

-90

18

22

4

291

24

25

1

215

30

31

1

204

ZMR-054

699451

4503217

658.5

51

0

-90

9

10

1

203

12

13

1

263

ZMR-055

699418

4503181

658.0

51

0

-90

Not mineralized

ZMR-056

699379

4503150

653.2

51

0

-90

0

3

3

204

9

10

1

297

26

28

2

264

ZMR-057

699340

4503103

649.1

51

0

-90

0

4

4

327

8

9

1

328

ZMR-058

699383

4503080

653.8

51

0

-90

Not mineralized

 

 

 

Hole ID

Easting

Northing

Elevation

Depth

Azimuth

Dip

From

To

Interval

U3O8

(m)

(m)

(m)

(m)

(º)

(º)

(m)

(m)

(m)

(ppm)

ZMR-059

699618

4502781

669.7

66

0

-90

21

25

4

592

32

33

1

299

37

38

1

332

ZMR-061

699376

4503006

652.2

60

134

-60

Not mineralized

ZMR-062

699436

4503038

659.4

60

134

-60

Not mineralized

ZMR-063

699685

4503102

690.7

79

0

-90

54

55

1

236

78

79

258

ZMR-064

699685

4503066

691.7

79

0

-90

37

38

1

792

ZMR-065

699607

4503101

681.6

66

0

-90

49

50

1

291

ZMR-066

699545

4503095

672.3

81

0

-90

17

25

8

415

60

61

1

368

71

72

1

351

ZMR-067

699615

4503062

681.6

78

0

-90

25

32

7

324

68

69

1

225

71

74

3

525

ZMR-068

699615

4502994

674.5

80

0

-90

22

23

1

1,153

25

29

4

496

34

35

1

243

39

40

1

252

42

50

8

261

60

70

10

341

ZMR-069

699413

4503326

655.5

60

314

-60

Not mineralized

ZMR-070

699041

4502795

631.2

36

0

-90

Not mineralized

ZMR-071

699153

4503031

638.8

60

134

-60

Not mineralized

ZMR-072

699097

4502927

638.1

60

134

-60

Not mineralized

ZMR-073

699227

4503121

642.6

60

134

-60

Not mineralized

ZMR-074

699314

4503216

649.2

63

314

-60

Not mineralized

 

 

Alameda South RC Intersections (chemical assays)

Hole ID

Easting

Northing

Elevation

Depth

Azimuth

Dip

From

To

Interval

U3O8

(m)

(m)

(m)

(m)

(º)

(º)

(m)

(m)

(m)

(ppm)

ASR-035

689223

4501390

746.9

110

103

-60

54

55

1

226

60

63

3

306

65

66

1

236

70

74

4

376

78

81

3

206

84

85

1

613

ASR-036

689080

4501112

747.9

147

103

-70

40

41

1

212

47

48

1

270

50

51

1

257

80

81

1

805

84

86

2

440

94

95

1

360

97

98

1

237

115

118

3

232

129

130

1

209

139

140

1

269

 

Hole ID

Easting

Northing

Elevation

Depth

Azimuth

Dip

From

To

Interval

U3O8

(m)

(m)

(m)

(m)

(º)

(º)

(m)

(m)

(m)

(ppm)

ASR-037

689192

4501445

745.1

94

103

-60

23

25

2

485

29

33

4

443

50

55

5

501

70

72

2

406

77

81

4

1,204

ASR-038

689344

4501256

756.1

79

103

-60

49

50

1

204

54

60

6

291

64

66

2

268

ASR-039

689084

4501165

748.0

147

103

-60

15

27

12

636

46

48

2

437

63

64

1

2,252

77

79

2

1,138

87

89

2

629

94

95

1

289

98

99

1

310

103

105

2

307

ASR-040

689350

4501297

753.1

70

103

-60

52

55

3

209

ASR-041

689362

4501363

751.9

73

103

-60

22

24

2

888

32

33

1

867

36

39

3

2,647

47

50

3

399

ASR-042

689307

4501377

747.2

79

103

-60

25

26

1

253

28

32

4

1,246

41

42

1

523

46

47

1

334

ASR-043

689296

4501323

750.4

91

103

-60

25

29

4

610

42

43

1

200

47

48

1

255

56

61

5

375

64

66

2

548

ASR-044

689144

4501254

750.2

130

103

-60

25

26

1

670

48

52

4

383

54

57

3

222

59

61

2

361

66

69

3

849

78

81

3

815

95

96

1

248

98

99

1

248

110

111

1

238

ASR-045

689145

4501152

750.9

103

103

-60

25

37

12

787

39

45

6

578

47

48

1

238

50

51

1

209

53

54

1

705

56

58

2

498

62

64

2

459

73

75

2

351

78

79

1

268

85

86

1

228

94

95

1

276

 

 

Hole ID

Easting

Northing

Elevation

Depth

Azimuth

Dip

From

To

Interval

U3O8

(m)

(m)

(m)

(m)

(º)

(º)

(m)

(m)

(m)

(ppm)

ASR-046

689026

4501068

745.0

151

103

-60

54

57

3

672

62

65

3

278

67

69

2

212

114

115

1

2,900

122

123

1

211

135

139

4

256

144

145

1

363

147

149

2

300

ASR-047

689196

4501190

752.8

109

0

-90

20

62

42

1,401

67

68

1

344

ASR-048

689024

4501028

744.8

156

103

-65

62

64

2

285

81

86

5

242

92

93

1

567

98

105

7

528

108

115

7

589

133

138

5

743

149

152

3

360

ASR-049

689285

4501277

753.9

95

0

-90

74

75

1

219

ASR-050

688854

4500655

720.0

135

103

-65

22

26

4

242

46

61

15

431

64

67

3

267

131

132

1

450

ASR-051

688979

4500986

742.3

177

103

-60

36

37

1

325

40

41

1

342

46

47

1

295

104

105

1

3,219

113

125

12

537

161

163

2

315

173

174

1

474

ASR-052

689002

4500873

736.6

134

103

-65

11

13

2

228

15

21

6

356

29

33

4

295

40

41

1

512

47

48

1

309

53

62

9

1,229

69

70

1

223

71

72

1

272

75

81

6

2,691

84

99

15

481

107

114

7

1,417

121

129

8

258

ASR-053

688983

4500750

727.3

96

103

-60

5

7

2

448

13

25

12

494

36

39

3

250

44

46

2

340

48

55

7

443

57

59

2

264

83

85

2

966

 

 

Hole ID

Easting

Northing

Elevation

Depth

Azimuth

Dip

From

To

Interval

U3O8

(m)

(m)

(m)

(m)

(º)

(º)

(m)

(m)

(m)

(ppm)

ASR-054

688896

4500748

723.8

142

103

-60

3

4

1

210

9

14

5

417

23

25

2

375

32

34

2

206

42

43

1

802

50

52

2

469

81

82

1

288

85

88

3

252

90

101

11

341

109

110

1

285

114

115

1

226

ASR-055

688906

4500717

723.1

112

103

-60

18

19

1

430

25

28

3

639

31

32

1

301

37

38

1

243

50

52

2

574

77

82

5

216

88

90

2

245

93

97

4

474

ASR-056

688912

4500642

722.6

100

103

-60

25

29

4

305

38

44

6

380

69

71

2

3,041

77

79

2

434

81

82

1

202

ASR-058

688977

4500664

724.8

80

103

-60

17

24

7

286

29

30

1

353

32

33

1

263

35

39

4

273

45

56

11

814

60

69

9

244

ASR-059

688884

4500591

724.3

94

135

-60

20

21

1

296

25

29

4

374

42

44

2

394

50

51

1

241

56

58

2

295

ASR-060

688885

4500564

727.3

120

103

-60

28

29

1

209

ASR-061

688853

4500598

721.7

87

103

-65

8

9

1

202

21

22

1

377

33

36

3

786

40

44

4

958

66

72

6

227

82

83

1

463

 

SUPPLEMENTARY INFORMATION

The uranium grades reported in this release that are annotated with a sub-prefix "e" have been reported as uranium equivalent grades derived from down-hole gamma ray logging results and so they should be regarded as approximations only.

The Berkeley drill holes were logged with a GeoVista total count gamma tool. The gamma tool was calibrated in Adelaide at the Department of Water, Land and Biodiversity Conservation in calibration pits constructed under the supervision of CSIRO. The various calibration factors were calculated by David Wilson BSc MSc MAusIMM from 3D Exploration Ltd based in Perth, Western Australia.

Drill intersections are calculated using a 200 ppm U3O8 / eU3O8 lower cut-off with a minimum one metre intersection.

The Mineral Resources are presented in accordance with the 2004 Edition of the "Australasian Code for Reporting of Exploration Results, Mineral Resource and Ore Reserves" (JORC Code).

The information in this report that relates to the metallurgical test work results is based on information compiled by Mr Grenvil Dunn, who is a Chemical Engineer and a Member of the South African Institute of Mining and Metallurgy. Mr Dunn is a Technical Consultant with Orway Mineral Consultants who are consultants of Berkeley Resources. Mr Dunn has sufficient experience which is relevant to the style of mineralisation and type of deposit under consideration and to the activity which he is undertaking to qualify as a Competent Person as defined in the 2004 Edition of the Australasian Code for Reporting of Exploration Results, Mineral Resources and Ore Reserves (The JORC Code).

 

 

 

 

 

 

The information in this report that relates to Exploration Results, Mineral Resources or Ore Reserves is based on information compiled by Mr. Ross Corben, who is a Member of The Australian Institute of Mining and Metallurgy and an employee of Berkeley Resources Limited. Mr. Corben has sufficient experience which is relevant to the style of mineralisation and type of deposit under consideration and to the activity which he is undertaking to qualify as a Competent Person as defined in the 2004 Edition of the 'Australasian Code for Reporting of Exploration Results, Mineral Resources and Ore Reserves'. Mr. Corben consents to the inclusion in the report of the matters based on his information in the form and context in which it appears.

This information is provided by RNS
The company news service from the London Stock Exchange
 
END
 
 
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