BAR MIB

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TECHNICAL DUE DILIGENCE xxxx PROJECT SEPTEMBER 2014

Transcript of BAR MIB

TECHNICAL DUE DILIGENCE

xxxx PROJECT

SEPTEMBER 2014

IMPORTANT INFORMATION ABOUT THIS PROJECT

i. Geological mapping at Ritan and Buluk San area of 1,223 hectares has been conducted by

PT. MIB NUSANTARA, on behalf of PT. xxxx.

ii. The concession area consists of 2(two) formations, which are Batu Ayau and Balikpapan

formation. The coal outcrops that have been identfied during in the field observation

indicated the Batu Ayau formation

iii. 12 (Twelve) coal outcrops representing the 5 coals seam have been observed and taken for

sample analysis.

iv. Drilling activities conducted by PT. XXXX in PT xxxx consist of 23 borehole. Distance before

hole is 100 m until 450 meter.

v. From the all data we got, we try to make some assumtion about caol subsurface modeling

and resources.

vi. All modeling and resources we got, was made by any additional interpretation, that

because we just have limited data.

vii. Really need additional data to proving and covered blank area.

1. PT xxxx covers an area of 1.223 Ha, located at Sub-District, East Kalimantan

Province. This area is a GREEN FIELD and really recomended to do future

exploration.

2. Coal seams is indicated part of Batu Ayau Formation with Late Miocene age.

3. Geological condition STRUCTURALLY MODERATE with gentle dipping 5 – 16 degree

to the North East.

4. Exploration drilling in the North Block has condacted by PT. XXXX . Most recent

holes with total of 23 drillholes Touch Core, NOT SUPPORTED by geophysics log

and only use Jackrow drill with AW pipe size.

5. The deposit is sub-bituminus rank with low ash and medium sulphur.

6. Quality Average

7. The project permitting is summeized below:

Samarinda to Kota Bangun is appoximatly3 hours by land road with car

And continued by boat up to Kahala which take about 4 hours.From Kahala to the site are it take about 3 hour by car

KAHALA PORT

GENERAL CONDITION, LOCATION, AND ACCESSIBILITY

GEOLOGY REGIONAL

COAL SEAM DIRECTIONAL

COAL SEAM MODELING AND RESOURCES LIMIT

1. Topography uses SRTM data

2. Coal seam modeling base is limited by 23 drill hole with:

• Maximum depth is 80 m, average depth is 58 m

• Without geophyscs logging

• Power rig drill type with AW pipe size

3. Coal seam modeling base is limited by IUP and model boundary

4. Coal seam modeling base is limited by ‘seam B’. Couple seams just have 2 point

of corellation

5. Resources parameters:

• Maximum and average of drilling depth

• Geophysics logging

• Point of coal seam corelation

• Thick of coal

• Topography condition

• Coal seam modeling

TOPOGRAPHY MAP

DRILLING POINT MAP

DATABASE GEOLOGICAL MODEL

FROM TO

DPR-06 8,55 9,75 1,20 1

DPR-06A 60,00 61,20 1,20

DPR-04 28,95 32,97 4,02

DPR-05 22,35 27,95 5,60 1

DPR-05A 30,8 34,9 4,10 2

DPR-06 36,8 41,9 5,10 3

DPR-08 17,95 21,97 4,02

DPR-09 32,00 36,02 4,02

DPR-09A 46,95 50,9 3,95 4

DPR-10A 14,7 15,2 0,50 5

DPR-11A 10,3 10,55 0,25 6

DPR-12 8,4 11,8 3,40 7

DPR-12A 34,25 35,44 1,19 8

DPR-14A 29,2 32,2 3,00 9

DPR-03 17,8 22,5 4,7 1

DPR-04 53,0 57,3 4,3 2

DPR-05A 52,8 56,8 4,0

DPR-07 31,4 35,4 4,0 3

DPR-08 42,0 47,3 5,3 4

DPR-09 56,0 61,7 5,7 5

DPR-09A 69,0 73,0 4,0

DPR-10A 15,9 19,4 3,5 6

DPR-11 17,6 22,5 4,9 7

DPR-11A 33,7 36,2 2,5 8

DPR-12 32,8 33,5 0,7 9

DPR-12 33,7 37,5 3,8 10

DPR-14A 53,5 54,8 1,3 11

POINT OF

CORELATION

3 C 3,75

1 A 1,20

2 B 3,26

No SEAM DRILL HOLECOAL

THICKAVERANGE

THICK

2D VIEW SEAM B AS BASE COAL SEAM MODELING

3D VIEW SEAM B AS BASE COAL SEAM MODELING

3D VIEW BODY SEAM B AS BASE COAL SEAM MODELING

GEOLOGICAL CROSS SECTION

GEOLOGICAL MODELING

Coal seam modeling regenerated by only 1 point drill and 1 point addetional corelation

Coal seam modeling regenerated by assumtion seam A is spreading at all concession area

Overburden and striping ratio had been calculated by computerize calculation

1. Seam A vs Topography

GEOLOGICAL MODELING

Coal seam B modeling regenerated by only 9 point drill and 3 point addetional corelation

Coal seam modeling regenerated by assumtion seam B is spreading at all concession area

Overburden and striping ratio had been calculated by computerize calculation

2. Seam B vs Topography

Coal seam C modeling regenerated by only 11 point drill and 2 point addetional corelation

Coal seam modeling regenerated by assumtion seam C is spreading at all concession area

Overburden and striping ratio had been calculated by computerize calculation

3. Seam C vs Topography

GEOLOGICAL MODELING

Coal seam D modeling regenerated by only 2 point drill and 10 point addetional corelation

Coal seam modeling regenerated by assumtion seam D is spreading at all concession area

Overburden and striping ratio had been calculated by computerize calculation

4. Seam D vs Topography

GEOLOGICAL MODELING

Coal seam E modeling regenerated by only 2 point drill and much point addetional corelation

Coal seam modeling regenerated by assumtion seam E is spreading at all concession area

Overburden and striping ratio had been calculated by computerize calculation

5. Seam E vs Topography

GEOLOGICAL MODELING

COAL SEAM CALCULATION BY SR MAP

1. Topography uses SRTM data

2. Coal seam modeling base is limited by 23 drill hole with:

• Maximum depth is 80 m, average depth is 58 m

• Without geophyscs logging

• Jackrow drill type with AW pipe size

3. Coal seam modeling base is limited by IUP and model boundary

4. Coal seam modeling base is limited by ‘seam B’. Couple seams just have 2 point

of corellation

5. Calculation parameters:

• Interburden between coal seam

• Coal thickness

• Flat SR area

COAL SR MAP SEAM A

COAL SR MAP SEAM B

COAL SR MAP SEAM C

COAL SR MAP SEAM D

COAL SR MAP SEAM E

COAL CALCULATED BY SR AREA

SR AREA THICKINCRAMENTAL

TONAGETOTAL TONAGE

1 182 1,2 219 219

2 71 1,2 85 304

3 56 1,2 68 372

4 104 1,2 125 497

5 125 1,2 150 646

6 148 1,2 178 824

7 160 1,2 192 1.016

8 192 1,2 230 1.246

9 221 1,2 265 1.511

10 250 1,2 300 1.811

SR AREA THICKINCRAMENTAL

TONAGETOTAL TONAGE

1 513.250 3,26 1.673.195 1.673.195

2 473.640 3,26 1.544.066 3.217.261

3 737.967 3,26 2.405.772 5.623.034

4 619.345 3,26 2.019.065 7.642.099

5 399.045 3,26 1.300.887 8.942.985

6 171.398 3,26 558.757 9.501.743

7 103.681 3,26 338.000 9.839.743

8 91.176 3,26 297.234 10.136.977

9 90.634 3,26 295.467 10.432.443

10 87.136 3,26 284.063 10.716.507

11 83.470 3,26 272.112 10.988.619

12 79.520 3,26 259.235 11.247.854

13 75.245 3,26 245.299 11.493.153

14 70.623 3,26 230.231 11.723.384

15 65.520 3,26 213.595 11.936.979

16 59.692 3,26 194.596 12.131.575

SEAM B

SEAM A

SR AREA THICKINCRAMENTAL

TONAGETOTAL TONAGE

1 215.555 3,75 808.331 808.331

2 203.153 3,75 761.824 1.570.155

3 230.334 3,75 863.753 2.433.908

4 738.745 3,75 2.770.294 5.204.201

5 1.491.952 3,75 5.594.820 10.799.021

6 770.127 3,75 2.887.976 13.686.998

SR AREA THICKINCRAMENTAL

TONAGETOTAL TONAGE

1 463.917 1,48 686.597 686.597

2 1.782.412 1,48 2.637.970 3.324.567

3 1.778.443 1,48 2.632.096 5.956.663

4 621.516 1,48 919.844 6.876.506

SR AREA THICKINCRAMENTAL

TONAGETOTAL TONAGE

1 117.134 6,00 702.804 702.804

2 169.861 6,00 1.019.166 1.721.970

3 175.234 6,00 1.051.404 2.773.374

4 157.422 6,00 944.532 3.717.906

5 168.023 6,00 1.008.138 4.726.044

6 172.028 6,00 1.032.168 5.758.212

7 176.033 6,00 1.056.198 6.814.410

8 180.038 6,00 1.080.228 7.894.638

9 184.043 6,00 1.104.258 8.998.896

10 188.048 6,00 1.128.288 10.127.184

SEAM C

SEAM D

SEAM E

COAL CALCULATED BY SR AREA

SEAM THICK SR LIMIT COAL TONAGE

A 1,20 4 497

B 3,26 4 7.642.099

C 3,75 4 5.204.201

D 1,48 4 6.876.506

E 6,00 4 3.717.906

23.441.209

CALCULATION SUMMARY

TOTAL

SEAM THICK SR LIMIT COAL TONAGE

A 1,20 5 646

B 3,26 5 8.942.985

C 3,75 5 10.799.021

D 1,48 5 6.876.506

E 6,00 5 4.726.044

31.345.203 TOTAL

CALCULATION SUMMARY

Low confidence on Geology data - Geological database and

geological model are below suitable standard because the drill hole were

not geophysical logging

Multiple thick seam deposit with thin interburden, gentle dipping,

potentially to make big single pits along strike

Additional drilling prior to verification all old data and recovered blank

area, particularly in the sub crop/low wall area

KEY ISSUE AND RECOMMENDATION

OPTIMAL AREA SEAM A, B, C LIMITED BY SR 4

AVERAGE MIN MAX

A-B 1 32,15 32,15 32,15

B-C 9 20,60 1,20 25,65

C-D 12 8,50 4,20 13,55

D-E 0 61,63 54,00 66,00

INTERBURDENSEAM TO

SEAM

POINT OF

CORRELATION

SEAM THICK AREA SR LIMIT COAL TONAGE

B 3,26 1.664.852 4 5.427.418

C 3,75 1.664.852 4 6.243.195

D 1,48 1.664.852 4 2.463.981

14.134.593

CALCULATION SUMMARY AREA I

TOTAL

SEAM THICK AREA SR LIMIT COAL TONAGE

B 3,26 261.906 4 853.814

C 3,75 261.906 4 982.148

D 1,48 261.906 4 387.621

2.223.582

CALCULATION SUMMARY AREA II

TOTAL