grm report - road alignment

ENGINEERING REPORT

KATINGAN COAL MINE PROJECT

HAUL ROAD ALIGNMENT STUDY

Document Control Level C – Subject to GRM and Client confidentiality

Submitted to: PT Segah Energy Resources

Ariobimo Central 4th Floor Jl HR Rasuna Said Block X-2, No 5

Jakarta Indonesia

8 March 2010

Prepared by: GRM PT Ground Risk Management Wisma GKBI, Level 39 Jl Jendral Sudirman Jakarta 10210, INDONESIA Ph: +62 (0)21 5799 8015 Fx: +62 (0)21 5799 8080 Email: [email protected] Web: groundrisk.com

8 March 2010 PT Segah Energy Resources 09 ICM 001 ER 001 Kaningan Coal Mine

PT Ground Risk Management

- i -

TABLE OF CONTENTS SECTION PAGE 1. INTRODUCTION............................................................................................................1

1.1 General .............................................................................................................................1

1.2 Terms and Abbreviations .................................................................................................1

2. STUDY INFORMATION ...............................................................................................2

2.1 Study Criteria ...................................................................................................................2

2.2 Study Basis Information...................................................................................................3

2.2.1 Data........................................................................................................................3

2.2.2 Discussion of Basis Information............................................................................3

3. SELECTION....................................................................................................................8

3.1 Port Site Options ..............................................................................................................8

3.2 Haul Road Alignment Options.........................................................................................8

3.3 Evaluation of Alignment Options ....................................................................................9

3.3.1 Land Procurement and Compensation ...................................................................9

3.3.2 Road Design Profiles ...........................................................................................10

3.3.3 Earthworks Estimate ............................................................................................11

3.3.4 Drainage and Road Crossings..............................................................................14

3.3.5 Quantities .............................................................................................................15

3.4 Comparison of Alignment Options ................................................................................17

3.5 Option Short-Listing ......................................................................................................20

4. OPTION CONCLUSION ..............................................................................................24

5. DEFINITION STAGE ...................................................................................................24

6. CLOSURE .....................................................................................................................25

LIST OF FIGURES Figure 1 Location Plan Figure 2 Proposed Project Layout Figure 3 Alignment Options and Drainage Figure 4 Alignment Options with Satellite Image LIST OF APPENDICES Appendix A Existing Study Basis Information Appendix B Acquired Study Basis Information

8 March 2010 PT Segah Energy Resources 09 ICM 001 ER 001 Kaningan Coal Mine


- ii -

Appendix C Budget Cost Estimate Calculation Sheet Appendix D Alignment Sheets for Option M1-a

8 March 2010 PT Segah Energy Resources 09 ICM 001 ER 01 - 1 - Katingan Coal Mine


1. INTRODUCTION

1.1 General

This report provides findings from a haul road alignment study carried out by PT Ground Risk Management for SER for the Katingan Coal Mine Project in South Kalimantan located on Figure 1.

A preliminary version of this report was provided on 10 October 2009. PT Segah Energy Resources suggested minor changes in a meeting on 13 October 2009 and a revision was provided on 3 November 2009. Further meetings were held with SER on 11 and 16 November 2009 in order to clarify the longer haulage option that was proposed down to the Mentaya River. During these meetings sub-options of the Mentaya River option were also proposed; and we had suggested that inspections be carried out.

An additional criteria was suggested by SER that the haul road alignment start point is from the SE corner of the KP areas.

A revision of the report that incorporated findings from additional inspections and the new start point was produced dated 11 December 2010.

During discussions of that report, a new option to the Mentaya River was proposed (M4) and a request was made by SER to carry out further inspections. A revision of the report that included those inspections was made dated 17 January 2010, although illustrated that the M4 option was unfavourable due to high Capex associated with bridges. Option M1 was preferred due to low Capex and Opex combination delivering coal to the Mentaya River.

A meeting was held on 26 January 2010 to review the findings of that report and new options were proposed by SER for consideration; termed the CM options. A Technical Note was produced dated 27 January 2010 that provided evaluation of all options and that concluded with M1 remaining the preferred option.

A meeting was held with SER on 19 February 2010 to request inspection of the CM options as well as further inspections on Option M4 in order to confirm earlier findings.

The current version of this report provides findings of the recent inspections and re-assesses all options.

The objective of this report is to document the port location and haul road alignment selection process and provide a basis for ongoing Feasibility level definition and costing of the haul road.

1.2 Terms and Abbreviations

Capex Capital expenditure Ccm Compacted cubic meters CPO Crude Palm Oil ESA Equivalent Standard Axel GPS Global Positioning System GRM PT Ground Risk Management Lcm Loose cubic meters MTPA Million Tonnes per Annum SER PT Segah Energy Resources TPD Tonnes per day TPH Tonnes per Hour 1 kilometre = 0.54 International Nautical Miles. 1 kPa = 1 kN/m2 = 0.01 kg/cm2.



2. STUDY INFORMATION

2.1 Study Criteria

Criteria for the study are based on information from SER and are listed below:

i. Determine the shortest possible/economical route from the coal concessions to the proposed jetty point; as shown in Figure 2.

ii. Alternative proposed jetty areas should target high strength ground (not low lying flood plain ground, which is typically underlain by soft compressible soils as outlined below).

iii. The route should be easily strengthened / renovated for transporting coal on 30-50 tonne coal trucks with a total of 14,000 TPD capacity (around 5 MTPA).

iv. The routes need to be able to be shared with existing users / owners under reasonable long agreements.

v. A cost and schedule estimate for construction is required.

vi. The mine will ramp up production; starting at around 1 MTPA and culminating at around 7 MTPA.

vii. Nominated port site on the Cempaga River, around 40 linear kilometres north from the confluence with the Mentaya River (around 95 km by river, or 51 nm).



2.2 Study Basis Information

2.2.1 Data

This work has been carried out based on the following information:

1. Desk top compilation and interpretation of the existing information listed below and provided in Appendix A:

i. Regional SRTM topography; Figure A1.

ii. Published geological plan at 1:150,000 scale; Figure A2.

iii. Forestry zonation plan; Figure A3.

iv. Terrametric Satellite image dated 16 June 2004; Figure A4.

v. Published land use plan (Rupa Bumi) at 1:50,000 scale; Figure A5.

vi. Marine bathymetric chart; Figure A6.

2. Engineering field inspection by engineers from GRM during the following periods:

i. 20 until 24 August 2009.

ii. 15 until 20 September 2009.

iii. 14 until 16 January 2010.

iv. 25 and 26 February 2010. This inspection was carried out by Simon Ballantyne together with Peter Santarossa and KM Seam from SER. The proposed M4 port location and CM3 port location were inspected and efforts were made to find hilly (terrain) close to these locations.

The port authority at Sampit was also visited, although it was a public holiday and technical staff were not available. An informal discussion was held with one of the administrators.

The GPS routes, photo indexes and photos are provided in Appendix B.

3. Meetings with representatives of SER.

2.2.2 Discussion of Basis Information

Topography and Drainage

The KP areas to be mined lie approximately 40 linear kilometres to the NW from Kosongan town within moderately undulating terrain with relief that extends from around RL 40 m up to RL 100 m; as indicated by the SRTM topography; provided as Figure A1.

Ground elevations generally decrease away from the site towards the south, and local drainage becomes concentrated into three main river systems; as shown on Figure 2 and described below:

1. The Katingan River, which runs through the NE corner of the KP areas at a point around 458 m from the river mouth. This river is relatively fast flowing although meanders significantly and has a high sand load, which results in frequent bars forming and migrating in the river.



2. The Cempaga River to the south of the KP areas that is sourced from a catchment around 10 km to the west of the mine area and reportedly becomes tidal at a point below the public road crossing bridge around 35 km to the south of the site. The Cempaga River flows into the larger Mentaya River around 100 km downstream from the road crossing and the Mentaya River mouth is around 90 km further downstream from this point.

3. The Mentaya River, which also runs to the south but is around 30 km to the west of the site.

Interviews with the administration staff member at the port authority in Sampit indicated that the Mentaya River draft at 2 locations downstream from Sampit was limited to a minimum depth of around 4 m (at low tide) although the Central Government had been approached with a request for dredging to increase traffic capacity.

The restricted areas are shown to the right:

Extensive flood plains are developed around the lower reaches of the Cempaga and on either side of the Mentaya Rivers.

The area is not within tropical typhoon zones although receives around 2.8 m of annual rainfall, which is largely concentrated in a wet season that typically extends from November through to around April.

Geotechnical Conditions

The deeper level geotechnical conditions through the mine area and regions to the south are relatively complex compared with other parts of Kalimantan, although this works in the overall favour of the proposed development.

The geological plan provided as Figure A2 indicates that the mine area and most of the area to the south comprises layered mudstones, sandstones and conglomerates. These materials are of very low rock strength and the dominant geo-mechanical character is extreme shear strength reduction in the plane of layering. Based on field observations, the layering is usually only gently inclined; which means it should not be excessively undercut in road-cuts and should therefore remain relatively stable.



There are occurrences of volcanic rock in the area south of the mine; usually coinciding with higher relief topography, although these are typically weathered at the surface to comprise up to several meters of high to medium plasticity clay soil. The rock below the weathered material is typically of very high strength and either comprises a pale coloured, coarse grained granite, or a dark green coloured fine grained basalt.

A layer of fine grained sand overlies much of the lower level terrain (both sedimentary and volcanic). The layer appears to be up to around 5 m in thickness.

The flood plain areas around the Cempaga and Mentaya Rivers are invariably underlain by some thickness of recent alluvial soils, which typically comprise low strength and compressible clays with some areas of peat and zones of loose sand. The extent of these soils is shown approximately by green on the geological plan provided as Figure A2.

Existing Land Use

The forestry zonation (shown in Figure A3) indicates that the mine KP areas and the ground to the south are entirely within Production Forest.

The satellite plan (shown as Figure A6) is from 2004, although shows much of the land between the mine area and the Cempaga River to the south has been developed for CPO; or under development for CPO. The CPO plantations are typically developed with regular roadways aligned N-S and E-W spaced at around 1,000 m and 300 m respectively.

The CPO plantations in the area are typically operated as collectives; whereby land ownership is retained by the individuals, who have agreed to cultivate and sell palm fruit to the mill owner.

Recent site inspections indicate that nearly the complete strip of land bordering the south side of the KP areas to the main Sampit – Palangkaraya road is currently comprises CPO.

Areas without CPO development are patchy in distribution, although include a strip of land adjacent to the south side of the KP area. This land has been selectively logged and has a network of logging tracks although most of these have completely overgrown and are impassable.

There is significant small scale zircon mining activity within the fine grained sand that overlies much of the area. Most of this activity is around 20 linear kilometers to the west of Kosangan town and reaches to around 10 km south of the KP areas.



Hard rock quarries have been developed in volcanic rock areas where the weathered soils are relatively thin. These quarries include:

Bukit Tengkiling Hard Rock Quarry

Bukit Tengkiling is located around 40 linear kilometers from Kosongan town towards Palangkaraya (as shown in Figure 1) and appears to be established over a large area on the side of a hill. The hill is comprised of granite rock which is broken using hydraulic rock breaker and then crushed onsite.

The potential available rock at this location is considered to be extremely large, although the production rate is limited by the method of excavation. The crushing facility is also likely to offer only very low production due to judged probable poor reliability of the equipment.

Batu Banama Hard Rock Quarry

This quarry is only around 10 km from Kosongan village towards Palangkaraya (as shown on Figure 1) although involves excavation of granite rock at a relatively low elevation and groundwater is evident in some of the workings. The quarry has been primarily developed within the upper weathered clay soils to provide a clayey sand material for general embankment construction fill although high strength rock is being won by breaking manually. There is no crusher onsite.

Availability of significant quantities of rock at this location is considered practical although would likely require excavation below groundwater level.



Pelantaran Hard Rock Quarry

This quarry area is around 10 km to the SW from the proposed port site on the Cempaga River (as shown on Figure 1) and involves excavation of basalt rock using manual methods. The rock is used as crusher feed for an asphalt plant located around 1.4 km further to the north.

The potential for this source to provide large amounts of rock is considered to be high. The crushing facility is likely to offer only very low production due to judged probable poor reliability of the equipment.

A bridge has been developed across the Mentaya River around a short distance upstream from the confluence with the Cempaga River. The bridge dimensions were measured using tape measure (so accurate to within 0.5 m or so) during the 26 February 2010 inspection and are provided below:

Note; 1; Measurements taken at 11:00 on 26 February 2010 when the water level was 2.6 m below the level of local house floor levels, which are usually raised to provide minor freeboard against probably the 5 year ARI flood event.

15. 8 m Air Gap1

10.0 m Water Depth1 91.0 m horizontal separation between fender pile groups



3. SELECTION

3.1 Port Site Options

Notwithstanding the nominated port site (on the Cempaga River) alternative options were proposed by GRM for assessment on the Katingan River to the east of the site (and partially running through the site) as well as the Mentaya River, just upstream from the confluence with the Cempaga River (M1 to M3) and one downstream from the bridge (M4).

As noted in the Introduction to this report, more recent options have been proposed on the Cempaga River; and of these, CM3 is also nominated for evaluation.

The port site options are shown on Figure 3.

3.2 Haul Road Alignment Options

The following alignment options have been chosen between the mine area and the port site options:

• C1-a; outside of existing CPO (as shown on 2004 satellite photos (needs to be ground checked)). Leaves west side of the mine area. Picks up relatively high drainage (bridge / culvert requirements).

• C1-b; inside of existing CPO. Leaves the middle of the mine area. Moderate drainage.

• C1-c; inside of the existing CPO. Leaves the east end of the mine area. Low drainage.

• C2-a; inside of existing CPO. Leaves the middle of the mine area. Moderate drainage.

• C2-b; inside of the existing CPO. Leaves the east end of the mine area. Low drainage.

• M1 to M3; largely outside of existing CPO (as shown on 2004 satellite photos and indicated from ground checks). Leaves west side of the mine area and runs down to the Mentaya River on the west side of the Cempaga River. Although picks up relatively high drainage (bridge / culvert requirements).

These alignments have been straightened (the N-S sections lengthened to the north) since previous revisions of this report in order to avoid cutting across CPO at an angle.

• M4; which runs within CPO for most of the initial length although enters grassland and scrub through low lowing land to the south of around km 67. This option runs down the east side of the Cempaga River to the Mentaya River downstream of the confluence with the Cempaga River.

• K1 – K3; Outside of CPO (as shown on 2004 satellite photos (needs to be ground checked)). Leaves the east side of the site. Minor road drainage only.

• CM3; this alignment is largely outside of existing CPO (as shown on 2004 satellite photos and indicated from ground checks). Leaves the west side of the mine area although splits from the M1 to M3 alignments at around km 70 and runs SE to a point on the Cempaga River.

The alignments are shown on Figure 3 in relation to SRTM topography and on Figure 4 in relation to the existing satellite image.



3.3 Evaluation of Alignment Options

3.3.1 Land Procurement and Compensation

All of the proposed haul roads will have to pass through some amount of CPO. Most of the plantations in the area are operated as collectives and the following points should be considered for these developments:

1. Check that the terms of the agreement between the mill owner and the individual land-owners allows for co-use.

2. Provide compensation to the land owner if palm trees are destroyed.

3. Operate using a traffic management plan in order to minimise disturbance to the existing CPO traffic along these roads. The management plan would probably need to comprise:

i. Speed limitations through the CPO areas.

ii. Use of roads in one direction only in order to improve safety conditions and to minimise required road widening, which would create problems with the local farmers due to the loss of trees.

iii. Agree to improve the condition of the road and drainage structures.

iv. Establish traffic control at intersections.

It is very unlikely that a haul road could be developed within the CPO areas to run trucks significantly larger than 30 tonne.

A Borrow-Use permit will need to be gained from the Forestry Department before the land (associated with any option) can be used for other purposes given that the mine area and haul road are located within Production Forest.

Award of the Borrow-Use permit requires approval from government departments that depend on:

i. Demonstration that the land will be ultimately returned to ‘original condition’.

ii. Evidence that the proposed alternative land use area (together with other existing uses) will not exceed a specific percentage (we understand 10%) of land already awarded as part of a single concession to a logging contractor.

iii. The typical period of such an application has recently been taking anywhere from 6 months upwards.

iv. The Pinjam Pakai requires an approved AMDAL (Environmental Impact Assessment).



3.3.2 Road Design Profiles

The following design profiles are considered appropriate for 20 to 50 tonne trucks:

In CPO

Pioneered Road

Pavements are not always incorporated on coal haul roads, although there is a large sacrifice in haulage costs and safety when they are left out. Nevertheless, leaving out the pavement would meet a low Capex approach to the road and may remain cost-effective for low tonnages (less than say 1.5 MTPA).

A compromise approach may also be considered where road operational windows are increased by paving only the high gradient sections of road.

~ 10 m wide

Pavement lifted from subgrade and allowed to drain out of notches.

• 250 mm nominal thickness

Around 1H:1V

Safety bund – to be formed from compacted soil at least 1 m high with a steep inside face and with drainage notches nominally every 25 m

Min 2%

~ 6 m wide (one way mine traffic)

Pavement lifted from subgrade and allowed to drain out of notches.

• 150 mm on unloaded road. • 250 mm on loaded road

Around 1H:1V

Safety bund – to be formed from compacted soil at least 1 m high with a steep inside face and with drainage notches nominally every 25 m

Min 2%



The nominal pavement thicknesses above should be varied in relation to tonnage as outlined below:

Coal Loading Nominal Pavement Thickness1

0 to 0.5 MTPA No pavement

0.5 to 2 MTPA 250 mm

2 to 4 MTPA 350 mm

4 to 6 MTPA 450 mm

Notes; 1; based on documented observation from other sites with similar subgrade and environmental conditions.

Thickness is related to Mine tonnage given that ESA conversions are similar and depend on gross tonnage.

3.3.3 Earthworks Estimate

Most 30 tonne purpose built haul trucks typically used in Indonesia (Renaults, Nissans or Scania) run most efficiently when gradients are limited to 4% and 6%. More general purpose trucks, such as the 20 tonne Mitsubishi Colt PS120 or the 30 tonne Tronton can handle 6% and 8% gradients, although at reduced efficiency.

For initial start-up, we have assumed 6% and 8% gradient allowances, which can be upgraded to improve haulage efficiency at later dates.

In order to provide an estimate of earthworks required to achieve the design grades, existing gradients along each alignment have been derived using the SRTM topography and are compared with the 6% and 8% grades in the following charts. The SRTM is not detailed and can be smoothed compared with actual ground topography. However, it does provide a qualitative basis for earthworks required for each concept.

100 m Section Gradients C1-a

-10%

-8%

-6%

-4%

-2%

0%

2%

4%

6%

8%

10%

0

2,00

1

4,00

2

6,00

3

7,99

8

9,99

9

12,0

00

14,0

01

16,0

02

17,9

99

19,9

97

21,9

98

23,9

99

26,0

00

28,0

01

30,0

02

32,0

02

34,0

02

36,0

03

38,0

04

40,0

05

42,0

06

44,0

05

46,0

06

48,0

07

50,0

08

52,0

08

Distance from Mine Site (m)

SR

TM G

radi

ent i

n 10

0 m

sec

tions



100 m Section Gradients C1-b

-10%

-8%

-6%

-4%

-2%

0%

2%

4%

6%

8%

10%

0

2,00

0

4,00

0

6,00

0

8,00

1

10,0

01

12,0

01

14,0

01

16,0

01

18,0

01

20,0

01

22,0

02

24,0

02

26,0

02

28,0

02

30,0

02

32,0

02

34,0

02

36,0

02

38,0

02

40,0

03

42,0

03

44,0

01

46,0

01

48,0

01

50,0

01


SR

TM G

radi

ent i

n 10

0 m

sec

tions

100 m Section Gradients C1-c

-10%

-8%

-6%

-4%

-2%

0%

2%

4%

6%

8%

10%

0

1,99

8

3,99

7

5,99

5

7,99

4

9,99

2

11,9

90

13,9

89

15,9

87

17,9

85

19,9

84

21,9

82

23,9

79

25,9

78

27,9

76

29,9

74

31,9

73

33,9

71

35,9

69

37,9

68

39,9

66

41,9

65

43,9

60

45,9

58

47,9

57

49,9

31


SR

TM G

radi

ent i

n 10

0 m

sec

tions



100 m Section Gradients M Options

-10%

-8%

-6%

-4%

-2%

0%

2%

4%

6%

8%

10%

01,

999

3,99

85,

997

7,99

19,

990

11,9

8913

,988

15,9

8717

,985

19,9

8121

,980

23,9

7925

,978

27,9

7329

,973

31,9

7233

,971

35,9

7037

,969

39,9

6841

,968

43,9

6745

,964

47,9

6349

,962

51,9

6153

,960

55,9

5957

,959

59,9

5861

,957

63,9

5665

,955

67,9

5469

,954

71,9

5373

,952

75,9

4877

,947

79,9

4681

,945

83,9

4485

,944


SR

TM G

radi

ent i

n 10

0 m

sec

tions

100 m Section Gradients K1

-10%

-8%

-6%

-4%

-2%

0%

2%

4%

6%

8%

10%

0

2,00

2

4,00

3

6,00

3

8,00

5

10,0

08

12,0

10

14,0

13

16,0

15

18,0

17

20,0

08


SR

TM G

radi

ent i

n 10

0 m

sec

tions


-10%

-8%

-6%

-4%

-2%

0%

2%

4%

6%

8%

10%

0

1,99

8

3,99

6

5,99

4

7,99

0

9,98

8

11,9

87

13,9

85

15,9

83

17,9

82

19,9

80

21,9

77

23,9

74

25,9

73


SR

TM G

radi

ent i

n 10

0 m

sec

tions




-10%

-8%

-6%

-4%

-2%

0%

2%

4%

6%

8%

10%

0

1,99

8

3,99

3

5,98

9

7,98

7

9,98

4

11,9

82

13,9

79

15,9

77

17,9

74

19,9

68

21,9

65

23,9

62

25,9

56

27,9

50

29,9

47


SR

TM G

radi

ent i

n 10

0 m

sec

tions

100 m Section Gradients M4

-10%

-8%

-6%

-4%

-2%

0%

2%

4%

6%

8%

10%

01,

998

3,99

75,

995

7,99

49,

992

11,9

9013

,989

15,9

8717

,985

19,9

8421

,982

23,9

7925

,978

27,9

7629

,974

31,9

7333

,971

35,9

6937

,968

39,9

6641

,965

43,9

6045

,958

47,9

5749

,931

51,9

2753

,927

55,9

2757

,927

59,9

2761

,927

63,9

2765

,927

67,9

2769

,927

71,9

2773

,927

75,9

2777

,927

79,9

2781

,927

83,9

27


SR

TM G

radi

ent i

n 10

0 m

sec

tions

Earthworks quantities have then been estimated as:

Roads in CPO (upgrade) • 3 m3 per linear meter of road; which is a general allowance for embankment formation

/ improvement. • 900 m3 per 100 m section where existing grades exceed design grades (4% and 6%) per

degree of variation (taken from the charts above). Pioneered Road

• 10 m3 per linear meter of road; which is a general allowance for embankment formation / improvement.

• 1,500 m3 per 100 m section where existing grades exceed design grades (4% and 6%) per degree of variation (taken from the charts above).

3.3.4 Drainage and Road Crossings

Drainage requirements for each alignment option are provided on Figure 3.



3.3.5 Quantities

Quantities taken from the parameters provided above and from Figure 3 and are tabulated for each option below:

Barge Distance Drainage Road Crossings Option Horizontal Truck Haul

Distance (km)

Proportion in CPO

(split road) (km) (nm)

Earthworks Estimate

(bcm)

Pavement Estimate

(lcm) Bridge number /

length (m)

Major Culverts

Minor Culverts

Standard Culverts

Level Fly-over

C1-a 48 40% 185 100 452,400 159,900 3 / 155 1 3 3 2 1 C1-b 45 50% 185 100 371,550 143,325 3 / 155 0 2 2 2 1 C1-c 42 50% 185 100 355,550 136,955 2 / 135 1 1 1 2 1 C2-a 41 40% 185 100 397,740 147,108 3 / 120 0 3 3 2 1 C2-b 43 40% 185 100 380,940 140,712 2 / 100 1 2 2 2 1 M1 86 50% 114 61 712,750 273,910 4 / 200 4 3 3 2 1 M2 90 50% 103 56 740,750 285,058 4 / 200 4 3 3 2 1 M3 96 50% 92 50 754,350 290,472 4 / 200 4 3 3 2 1 M4 83 50% 82 44 717,860 268,718 6 / 300 3 5 5 2 1 CM3 91 50% 95 51 752,750 289,835 4 / 200 4 3 3 2 1 K1 21 10% 418 226 204,660 67,977 0 / 0 0 0 0 1 1 K2 26 10% 413 223 258,780 84,162 0 / 0 0 0 0 1 1 K3 30.3 10% 408 220 304,650 98,081 0 / 0 0 0 0 1 1



Budget haul road construction costs and coal transport costs have been estimated for each alignment option based on the following rates, which are typical within Indonesia at the current time:

Item Unit Assumed Rate (USD)

Capex Items

Cut to fill earthworks (haulage maximum 1,000 m) m3 $3.50

Land procurement and compensation 30 m either side of centreline

Per km of road $7,200.00

Sheeting materials (imported) Loose cubic meter $45.00

Sheeting materials (quarried locally) Loose cubic meter $20.00

Bridge Linear meter $30,000.00 Large Culvert Each $100,000.00 Medium Culvert Each $50,000.00 Standard Culvert Each $20,000.00 Culverting for minor drainage Per km $7,000.00

Level Crossings Each $5,000.00 Flyovers Each $500,000.00

Opex Items

Truck Haul 100 tonne + tonne/km with maintenance $0.12 Truck Haul 50 - 100 tonne (all options) tonne/km with maintenance $0.14

Truck Haul 30 - 50 tonne tonne/km with maintenance $0.15 Barge 1,500 tonne tonne/km $0.05 Barge 2,500 -4,500 tonne (C1 and C2 options only) tonne/km $0.04

Barge 6,000 tonne / long distance (K options only) tonne/km $0.03

Barge 8,000 tonne / long distance (M options only) tonne/km $0.02

Dredging bcm $5.00



3.4 Comparison of Alignment Options

Resultant Capex and Opex estimates for road and barge transportation are provided in Appendix C and shown in the chart below. Please note that these estimates are budget level only – and do not include costs for mining, crushing, stockpiling, barge loading or transhipment. The cost estimates are for option selection purposes. Wide bars are for Capex and narrow bars are for Opex.

Approximate Budget Capex / Transportation Opex Comparison

$-

$5,000,000

$10,000,000

$15,000,000

$20,000,000

$25,000,000

$30,000,000

C1-a C1-b C1-c C2-a C2-b M1 M2 M3 M4 CM3 K1 K2 K3Alignment Option

App

roxi

mat

e C

apex

(USD

)

$-

$2.00

$4.00

$6.00

$8.00

$10.00

$12.00

$14.00

$16.00

$18.00

$20.00

Loca

l Tra

nspo

rtat

ion

Ope

x ($

/tonn

e)

Pipeline RoW Crossing

Flyover

Level Xing

Minor Drainage

Culvert (std)

Culvert (med)

Culvert (lge)

Land Procurement

Bridge

Pavement Material

Earthworks

Totals

Truck Haul

Shipping

As noted above, these cost estimates have been prepared for the purpose of alignment and site selection and would not be suitable for a typical Feasibility level evaluation. If the costs were to be taken to assess feasibility, then we would suggest that sensitivity is carried out over a range of +/- 35%.

Opex

Capex



The cost estimates outlined above are for the purpose of option comparison. Actual costs for both upgrade and new road will depend on:

• How well the design parameters outlined above can be applied to the project. If future designs lose track of these (without very good reason) then costs will increase.

• The quality of the design. A better design should result in a lower cost road to build and operate.

• Whether or not the high quality local rock can be used for pavement material production. Capex is very sensitive to this aspect.

• The contractor engaged for the work.

A small contractor will tend to provide very low materials and labour rates although is likely to struggle to meet specifications compliance and will struggle with schedule and cash flow (potentially to the point of simply not being able to deliver).

A large contractor will tend to provide higher rates but will provide a high level of compliance with specifications and will come close to schedule.

• The nature of the contract – whether the owner wishes to provide engineering supervision and adopt responsibility for risk on design issues.

• Scheduling of the work and land procurement and compensation. Some projects have had large schedule delays (and hence cost increase) due to problems with land procurement and compensation.

A recurrent theme from previous projects is “procure and compensate all land along the alignment before starting construction on any part of it”.

Typical truck unloading, stockpiling and barge or ship-loading rates in Indonesia are around US$1 per tonne.



Options are further compared below based on investment payback, assuming:

a. 100% equity financed construction and loan interest of 10%.

b. A build and operate contract with a gross profit of 15%; 85% of which is used for loan repayment.

c. A haul rate of 14 cents / tonne / km (on all options).

Production rates of less than around 1.5 MTPA do not appear to be profitable under the conditions outlined above.

Budget Estimate of Truck Haulage Payback Period

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

C1-a C1-b C1-c C2-a C2-b M1 M2 M3 M4 CM3 K1 K2 K3

Option

Yea

rs

2 MTPA 3 MTPA 4 MTPA 5 MTPA



3.5 Option Short-Listing

The following rationale has been used for options short-listing:

K Options

a. Observations made during the September 2009 inspection upstream from the Katingan River bridge indicate that the river is essentially dry; motorbikes can be ridden across the river bed as shown below:

b. Available bathymetry near the mouth of the Katingan River does not show charted water depths in excess of 1 m. It should be noted that water depths over 1 m in the mouth of the Mentaya River are also not shown – although it is known that significant sized vessels move up this river at least to Sampit city. A sketch from the available bathymetry is shown below:

Katingan River Mouth

Sampit River Mouth



The shallow water combined with the potentially high transportation costs (of around $16 tonne / km) associated with the long barge distance have been used as rationale for dropping all Katingan River options from this study.

C Options and CM Options

c. We believe that barge navigation along the Cempaga River is likely to be limited by both draft and width (given required barge fleet and co-use with CPO barges) which could provide significant and recurring interruption to barge transportation.

Therefore, we would suggest that Cempaga options be dropped from further consideration until survey and evaluation by barging specialists (which we understand has been carried out although have not seen that information) is made available.

d. Furthermore, the CM3 option is around 13 km from hilly terrain, so would require a 13 km OLC in order to avoid high portsite Capex and Opex (required with repair and maintenance during operation).

M Options

e. Only the M options offer very high barge reliability.

f. The bridge on the Mentaya River would not provide an obstacle to an 8,000 tonne barge.

g. In terms of river draft; the two areas downstream from Sampit woud pose a tidal obstacle for most barges over 6,000 tonne.

The river draft upstream from these areas is assumed to be sufficient for any typical barge size, although this needs to be checked by detailed river survey and input from barging specialists as part of future work.



h. Option M4 is almost the lowest Opex of all options.

However, the alignment crosses numerous water courses that require bridging and this significantly increases Capex. The bridges are shown below:

M4 (and C2 options) river at around km 38 (from the mine) crossing from the 136 km2 catchment area. This river was in flood at the time of inspection on 16 January 2010.

M4 river crossing at around km 42 (from the mine) from the 300 km2 catchment area.

M4 river crossing at around km 54 (from the mine) from the 100 km2 catchment area.



Another unknown with Option M4 is the presence of hilly terrain in order to meet Criteria ii outlined in Section 2.1 of this report; to locate the stockyard.

There is an occurrence of high strength materials shown on the Geological plan (Figure A2) in the generally area of the potential M4 port site, although efforts to identify this terrain (as hilly ground) failed to find it (see GPS tracks on Figure 3). Reports from local people did indicate “hilly ground” further upstream, and vegetation changes to the north of the small creek leading into the M4 area may have been indicative of higher ground.

We recommend that a further field inspection into the area to the north of the small river near M4 is undertaken in order to identify hilly terrain.

i. Of the remaining M Options, M1 is likely to represent lowest Capex and Opex and does have confirmed hilly terrain within around 5 km of the river bank, which would meet Criteria 2 of this study, although would require an OLC of around 4 or 5 km.

Similar port developments are being built around Indonesia. Examples in Sanga Sanga could be visited in order to assess feasibility from the Owner’s perspective.

Further inspections at M1 (in January 2010) indicate that:

• The area around the high ground is only lightly occupied by villagers.

• The boundary between swamp and high ground runs for some distance out from the edge of the hill as shown on Figure 3 and in Appendix D.

• The terrain between the hilly ground and the Mentaya River is not particularly swampy (low lying), as shown in the photo to the right.

M4 river crossing at around km 67 (from the mine) from the 350 km2 catchment area. This location was reached on the 25 February 2010 inspection and the actual channel width was judged to be in the order of 40 m, and was consistent down to the confluence with the Cempaga, although vegetation masked the width in lower reaches.



4. OPTION CONCLUSION

With the basis information available at the time of reporting (which does not include consideration of the information understood to be available from barging specialists engaged by SER) we recommend that Option M1 be selected for further definition evaluation.

At the same time as the further definition is being carried out for M1, we recommend that a field inspection is carried out to identify hilly ground that may allow the M4 stockyard to be founded off low lying swamp. Bridge costs should also be refined with a bridge builder.

5. DEFINITION STAGE

The vertical and horizontal alignment sheets based on the broad level SRTM topography for Option M1 are provided in Appendix D and this should provide the basis for more detailed study and negotiations.

We recommend the following steps in order to advance the haul road design to a FS level:

1. Liaise with the local quarry owners to determine a schedule on production of crushed rock quantities required for the project. Costs from the supplier would need to include royalties and taxes.

2. Refine the M1 alignment given possibilities to move the road slightly east or west through the middle section (to coincide with existing CPO road ways in both directions) and in relation to the proposed river crossing locations determined above.

A final alignment (and any remaining or new options) should then be nominated.

3. Clarify with the Forestry Department the conditions of the Pinjam Pakai required to develop this land. Note that much of the land is occupied by CPO, so remaining availability (from the 10% allowance) may be low.

4. Obtain detailed topographic survey through the refined alignment developed from Points 1 and 2 above. This survey should extend to say 250 m either side of the refined centreline.

5. Stage 1 (light) geotechnical information to upgrade some parameters provided in this report. This investigation should be limited to engineering mapping (supported by test pitting) along the alignment (say to 200 m either side). Main things to pick up are depth to rock head, and orientation of strata layering.

6. Site inspection and characterization of drainage points along the alignment. Upgrade the locations and refine the sizes of culverts nominated in this report.

7. Development of a geometric design based on the upgraded geotechnical and hydrology design parameters.

8. Stage 2 geotechnical investigation at specific geometric locations. This investigation may involve drilling at the location of high cuts (in excess of say 10 m) and at bridge embankment locations and test pitting at all cuts and fill footprints.

9. Collation of design input from other disciplines (social, environmental, co-usage etc).

10. Specific bride design.

11. Finalisation of the geometric design using all parameters (geotechnical, hydrology, other disciplines and bridge design).

12. Documentation and quantities take off for cost estimation purposes.



6. CLOSURE

Please contact the undersigned for further information.

Yours Faithfully, GROUND RISK MANAGEMENT

Simon Ballantyne MIEAust CPEng Senior Geotechnical Engineer C:\DOCUMENTS AND SETTINGS\SBALLANTYNE\AA-GRM\CURRENT PROJECTS\09 ICM 001\TECHNICAL\REPORTS\09 ICM 001 ER 001 8 MARCH 2010.DOC

!(

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")")

")

")

")

")

")

") ")

")

")

")

")

")

")

")

")

")

X

X

X

Pundu

Lahang

Ampalam

Pendara

Menduin

Belingan

Kulubali

Selucing

Nahanbiru

Talangkon

Singalang

Kalanaman

Natabidun

Batutinggi

Danan Kapa

Lubuklayang

Tewanggaruga

Tumbangsamak

Tumbangbawang

Tewangpanjang

Tumbangkuling

Bunutkalamanan

Tewangberingin

Tumbangterusan

Tawangrangkang

Dahuyantunggal

Tewangkerangan

Tumbangtanjung

Tumbang Panjang

Tumbangkobongan

Buntabali

Tirusandanum

Tewangderayu

680,000

680,000

700,000

700,000

720,000

720,000

740,000

740,000

760,000

760,000

780,000

780,000

800,000

800,000

820,000

820,000

840,000

840,000

860,000

860,000

9,72

0,00

0

9,72

0,00

0

9,74

0,00

0

9,74

0,00

0

9,76

0,00

0

9,76

0,00

0

9,78

0,00

0

9,78

0,00

0

9,80

0,00

0

9,80

0,00

0

9,82

0,00

0

9,82

0,00

0±

Katingan R

iver

Revision Description Date

G R M PT. SEGAH ENERGY RESOURCESArio Bimo Central 4th FloorJl HR Rasuna SaidBlock X-2 No. 5Jakarta 12950INDONESIA

GRM PT Ground Risk ManagementWisma GKBI, Level 39Jl Jendral SudirmanJakarta 10210INDONESIAPh: +62 (0)21 5799 8015Fx: +62 (0)21 5799 8000Email : [email protected]

Project

Tittle

Drawn Drawing date

Checked Checked date

Designed Designed date

Scale

Size

EPU

SHB 22/10/2009

22/10/2009

A3

PT SEGAH ENERGY RESOURCES

Project No. Figure No.

LOCATION PLAN

09 ICM 001 1

KATINGAN COAL MINEClient

1:500,000

0 6 123

Kilometers

PalangkarayaK

atingan River

Sampit

Sampit River

Cam

pag

a hu l

u R

iver

PT. Karunia Ilahi Insan Sejahtera

PT. Gueng Alam Sejahtera

Rungan R

iver

Proposed Jetty

River

!( Proposed Jetty

LEGEND

Existing Public Road

Notes :

1. Mine area and proposed jetty based on data from client coordinat of the coal concession.doc dated 08 June 2009 2. Road based on GPS Track survey by GRM Engineer taken 20-23 August 2009 & 16 - 18 Sept 20093. River based on forest status map from department of forestry year 20004. Coordinate system is UTM Zone 49 South, Datum WGS 84

Pelantaran Village

Banama Hill

Tengkiling Hill

")

710,000

710,000

720,000

720,000

730,000

730,000

740,000

740,000

750,000

750,000

760,000

760,000

9,77

0,00

0

9,77

0,00

0

9,78

0,00

0

9,78

0,00

0

9,79

0,00

0

9,79

0,00

0

9,80

0,00

0

9,80

0,00

0

9,81

0,00

0

9,81

0,00

0

9,82

0,00

0

9,82

0,00

0

9,83

0,00

0

9,83

0,00

0

±

PT. Gueng Alam Semesta


proposed jettySite location

Road

River

") Proposed Jetty

LEGEND

Kat in

gan R

iver

Kalanam

an River

Ca

mpa

gah u

lu R

iver

Notes :

1. Mine area and proposed jetty based on data from client coordinat of the coal concession.doc dated 08 June 2009

2. Image background based on Terrametric Satellite image dated 16 June 2004

3. River and road based on forest status map from department of forestry year 2000

4. Coordinate system is UTM Zone 49 South, Datum WGS 84


G R M GRM PT Ground Risk ManagementWisma GKBI, Level 39Jl Jendral SudirmanJakarta 10210INDONESIAPh: +62 (0)21 5799 8015Fx: +62 (0)21 5799 8000Email : [email protected]

Project

Tittle

Drawn Drawing date



Client

Scale

Size

EPU

SHB 12/10/2009

12/10/20090 2,900 5,8001,450

Meters

1:200,000

A3

Project No.

KATINGAN COAL PROJECT

Figure No.

Proposed Project Layout

09 ICM 001 2

PT. SEGAH ENERGY RESOURCES

PT. SEGAH ENERGY RESOURCESArio Bimo Central 4th FloorJl HR Rasuna SaidBlock X-2 No. 5Jakarta 12950INDONESIA

Approximate Mine Area

!(

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")")

")

")

")

")

")

") ")

")

")

")

")

")

")

")

")")

")

")")

")

495.7 km 2

370.6 km 2

97 km 2

136.1 km 2

125.7 km 2

68.6 km 2

62.1 km 2

37.9 km 2

27.3 km 2

15.4 km 2

15.2 km 2

14.1 km 2

12.2 km 2

12.2 km 2

12.1 km 2

9.9 km 2

8.7 km 2

7.2 km 2

3 km 2

3.8 km 2

2.9 km 2

1.8 km 2

1.6 km 2

1.3 km 2

0.9 km 2

0.6 km 2

300.8 km 2

297.6 km 2

93.5 km 2

75.8 km 2

26 km 2

8.5 km 2

Pundu

Lahang

Ampalam

Pendara

Menduin

Belingan

Kulubali

Selucing

Nahanbiru

Talangkon

Singalang

Buntabali

Kalanaman

Natabidun

Batutinggi

Danan Kapa

Lubuklayang

Tirusandanum

Tewangderayu

Tewanggaruga

Tumbangsamak

Tumbangbawang

Tewangpanjang

Tumbangkuling

Bunutkalamanan

Tewangberingin

Tumbangterusan

Tawangrangkang

Dahuyantunggal

Tewangkerangan

Tumbangtanjung

Tumbang Panjang

Tumbangkobongan

680,000

680,000

690,000

690,000

700,000

700,000

710,000

710,000

720,000

720,000

730,000

730,000

740,000

740,000

750,000

750,000

760,000

760,000

9,72

0,00

0

9,72

0,00

0

9,73

0,00

0

9,73

0,00

0

9,74

0,00

0

9,74

0,00

0

9,75

0,00

0

9,75

0,00

0

9,76

0,00

0

9,76

0,00

0

9,77

0,00

0

9,77

0,00

0

9,78

0,00

0

9,78

0,00

0

9,79

0,00

0

9,79

0,00

0

9,80

0,00

0

9,80

0,00

0

9,81

0,00

0

9,81

0,00

0

9,82

0,00

0

9,82

0,00

0

9,83

0,00

0

9,83

0,00

0



Tittle

Drawn Drawing date



Scale

Size

EPU

SHB 12/10/2009

12/10/20090 4,700 9,4002,350

Meters

1:350,000

A3

Project No.

±PT. Gueng Alam Semesta


proposed jetty

KATINGAN COAL MINE

Figure No.

Alignment Options and Drainage

09 ICM 001 3

K1

K2

K3

C1

C2

Approxima te Mine Area

C1-a

M1

C2-a

C2-b

C1-b

C1-c

Ka

tinga

n Rive

r

Kalanam

an River

íî

íî

íî

íî

íî íî

íîíî

íî

íî

íî

íî

íî

íî

íî

íî

PT Segah Energy ResourcesArio Bimo Central 4th FloorJl HR Rasuna SaidBlock X-2 No. 5Jakarta 12950INDONESIA


íî

íî

M2

M3

M1-a

ProjectClient

Site location

M4

M4PS

Notes :

1. Mine area and proposed jetty based on data from client coordinat of the coal concession.doc dated 08 June 2009 2. Topography based on SRTM Elevation data dated 22 February 20023. River and road based on forest status map from department of forestry year 20004. GPS Track based on survey by GRM Engineer taken dated 20-23 August 2009 & 16 - 18 Sept 2009 and based on data "Road Alignments PS.gdb" dated 10 Dec 2009 and "05012010.gdb" dated 5 Jan 20105. Coordinate system is UTM Zone 49 South, Datum WGS 84

íî

íî

íî

íî

íî

íî

CM1ACM2

CM3CM4 CM Option

OPTIONS LENGTH ( M )

C1a 47,789.76C1b 44,950.45C1c 42,254.69C2a 41,047.50C2b 43,385.25CM 3 91,338.23M 1 86,320.48M 2 89,767.00M 3 96,305.03M 4 82,714.50

GPS Tracks by GRM Engineer

River

!( Proposed Jetty

LEGEND

Elevation

200

150

100

50

10

GPS Tracks based on"Road Alignments PS.gdb"

GPS Tracks based on"Road Alignments PS2.gdb"

GPS Tracks based on"05012010.gdb"


River

!( Proposed Jetty

LEGEND

Elevation

200

150

100

50

10




GPS Tracks byGRM Engineer 15-17 Jan 2010

GPS Tracks byGRM Engineer 25-26 Feb 2010

!(

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")")

")

")

")

")

")

") ")

")

")

")

")

")

")

")

")")

")

")")

")

495.7 km 2

370.6 km 2

97 km 2

136.1 km 2

125.7 km 2

68.6 km 2

62.1 km 2

37.9 km 2

27.3 km 2

15.4 km 2

15.2 km 2

14.1 km 2

12.2 km 2

12.2 km 2

12.1 km 2

9.9 km 2

8.7 km 2

7.2 km 2

3 km 2

3.8 km 2

2.9 km 2

1.8 km 2

1.6 km 2

1.3 km 2

0.9 km 2

0.6 km 2

300.8 km 2

297.6 km 2

93.5 km 2

75.8 km 2

26 km 2

8.5 km 2

Pundu

Lahang

Ampalam

Pendara

Menduin

Belingan

Kulubali

Selucing

Nahanbiru

Talangkon

Singalang

Buntabali

Kalanaman

Natabidun

Batutinggi

Danan Kapa

Lubuklayang

Tirusandanum

Tewangderayu

Tewanggaruga

Tumbangsamak

Tumbangbawang

Tewangpanjang

Tumbangkuling

Bunutkalamanan

Tewangberingin

Tumbangterusan

Tawangrangkang

Dahuyantunggal

Tewangkerangan

Tumbangtanjung

Tumbang Panjang

Tumbangkobongan

680,000

680,000

690,000

690,000

700,000

700,000

710,000

710,000

720,000

720,000

730,000

730,000

740,000

740,000

750,000

750,000

760,000

760,000

9,72

0,00

0

9,72

0,00

0

9,73

0,00

0

9,73

0,00

0

9,74

0,00

0

9,74

0,00

0

9,75

0,00

0

9,75

0,00

0

9,76

0,00

0

9,76

0,00

0

9,77

0,00

0

9,77

0,00

0

9,78

0,00

0

9,78

0,00

0

9,79

0,00

0

9,79

0,00

0

9,80

0,00

0

9,80

0,00

0

9,81

0,00

0

9,81

0,00

0

9,82

0,00

0

9,82

0,00

0

9,83

0,00

0

9,83

0,00

0



Tittle

Drawn Drawing date



Scale

Size

EPU

SHB 11/03/2010

11/03/20100 4,700 9,4002,350

Meters

1:350,000

A3

Project No.



proposed jetty

KATINGAN COAL MINE

Figure No.

Alignment Options with Satellite Image

09 ICM 001 4

K1

K2

K3

C1

C2


C1-a

M1

C2-a

C2-b

C1-b

C1-c

Ka

tinga

n Rive

r

Kalanam

an River

íî

íî

íî

íî

íî íî

íîíî

íî

íî

íî

íî

íî

íî

íî

íî



íî

íî

M2

M3

M1-a

ProjectClient

Site location

M4

M4PS

íî

íî

íî

íî

íî

íî

CM1ACM2

CM3CM4 CM Option

OPTIONS LENGTH ( M )

C1a 47,789.76C1b 44,950.45C1c 42,254.69C2a 41,047.50C2b 43,385.25CM 3 91,338.23M 1 86,320.48M 2 89,767.00M 3 96,305.03M 4 82,714.50


River

!( Proposed Jetty

LEGEND





River

!( Proposed Jetty

LEGEND





GPS Tracks byGRM Engineer 25-26 Feb 2010

Notes :

1. Mine area and proposed jetty based on data from client coordinat of the coal concession.doc dated 08 June 2009 2. Image background based on Terrametric Satellite image dated 16 June 20043. River and road based on forest status map from department of forestry year 20004. GPS Track based on survey by GRM Engineer taken dated 20-23 August 2009 & 16 - 18 Sept 2009 and based on data "Road Alignments PS.gdb" dated 10 Dec 2009 and "05012010.gdb" dated 5 Jan 20105. Coordinate system is UTM Zone 49 South, Datum WGS 84


APPENDIX A

EXISTING STUDY BASIS INFORMATION

!(

")

")

")

")

")

")

")

")

")

")

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")

")

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")

")

")

")")

")

")

")

")

")

") ")

")

")

")

")

")

")

")

")")

")

")")

")

Pundu

Lahang

Ampalam

Pendara

Menduin

Belingan

Kulubali

Selucing

Nahanbiru

Talangkon

Singalang

Buntabali

Kalanaman

Natabidun

Batutinggi

Danan Kapa

Petakputih

Lubuklayang

Tirusandanum

Tewangderayu

Tewanggaruga

Tumbangsamak

Tumbangbawang

Tewangpanjang

Tumbangkuling

Bunutkalamanan

Tewangberingin

Tumbangterusan

Tawangrangkang

Dahuyantunggal

Tewangkerangan

Tumbangtanjung

Tumbang Panjang

Tumbangkobongan

690,000

690,000

700,000

700,000

710,000

710,000

720,000

720,000

730,000

730,000

740,000

740,000

750,000

750,000

760,000

760,000

9,74

0,00

0

9,74

0,00

0

9,75

0,00

0

9,75

0,00

0

9,76

0,00

0

9,76

0,00

0

9,77

0,00

0

9,77

0,00

0

9,78

0,00

0

9,78

0,00

0

9,79

0,00

0

9,79

0,00

0

9,80

0,00

0

9,80

0,00

0

9,81

0,00

0

9,81

0,00

0

9,82

0,00

0

9,82

0,00

0

9,83

0,00

0

9,83

0,00

0



Tittle

Drawn Drawing date



Scale

Size

EPU

SHB 12/10/2009

12/10/20090 4,000 8,0002,000

Meters

1:300,000

A3

Project No.

±



proposed jetty

KATINGAN COAL MINE

Figure No.

Regional SRTM Topography

09 ICM 001 A1


Ka

tinga

n Rive

r

Cam

paga

hulu

Riv

er



ProjectClient

Site location

River

!( Proposed Jetty

LEGEND

Elevation

200

150

100

50

10

Notes :

1. Mine area and proposed jetty based on data from client coordinat of the coal concession.doc dated 08 June 2009 2. Topography based on SRTM Elevation data dated 22 February 20023. River and road based on forest status map from department of forestry year 20004. Coordinate system is UTM Zone 49 South, Datum WGS 84

K1

K2

K3

C1

C2

C1-a

M1

C2-a C2-b

C1-b

C1-c

Ka lanam

an River

M2

M3

M1-a

M4M4PS

CM1ACM2CM3

CM4 CM Option

!(

")")

")

")")

")

700,000

700,000

710,000

710,000

720,000

720,000

730,000

730,000

740,000

740,000

750,000

750,000

760,000

760,000

770,000

770,000

9,74

0,00

0

9,74

0,00

0

9,75

0,00

0

9,75

0,00

0

9,76

0,00

0

9,76

0,00

0

9,77

0,00

0

9,77

0,00

0

9,78

0,00

0

9,78

0,00

0

9,79

0,00

0

9,79

0,00

0

9,80

0,00

0

9,80

0,00

0

9,81

0,00

0

9,81

0,00

0

9,82

0,00

0

9,82

0,00

0

9,83

0,00

0

9,83

0,00

0



Project

Tittle

Drawn Drawing date



Client

Scale

Size

EPU

SHB 12/10/2009

12/10/20090 4,300 8,6002,150

Meters

1:300,000

A3

Project No.

±PT. Karunia Ilahi Insan Sejahtera

Site location

KATINGAN COAL MINE

Figure No.

Published Geological Planat 1:100,000 Scale

09 ICM 001 A2

Ka

tinga

n Rive

r

Ka lanam

an River



Notes :


2. Image background based on Geological map of Tewah and Palangkaraya sheets from Geological Research and Development Center Indonesia



RoadRiver

!( Proposed Jetty

LEGEND

Dahor Formation : Conglomerate, dark brown to blackish, rather compact, clast consist of quarzite and basalt fragments.

TQd

Alluvium : Peat dark to blackish brown (paludal deposits); loose sands, yellowish colour, fine coarse grained, unbedded (fluvial deposits)

Qa

Volcanic Rocks: Vulcanic breccia, greenish gray, very compact, clast consit of andesiteTRv

Granite : Plutonic rock with granite togranodioritic composition, white withblack spots, phaneritic, holocrystelline,medium gray, hinidiomorphic, granular

Kgr

Sepauk Tonalith : Granitic rocks withequigranular texture compose of diorite,monzonite, tonalite & granodiorite.

Kls

Pinoh Metarmophic Rocks : Phyllite, schist,quarzite and gneiss.

PzTRp

M1

M2

M3 M4

K1

K2

K3


proposed jetty

C1

C2

C1-a

C2-a C2-b

C1-b

C1-c

M1-a

CM1ACM2

CM3CM4 CM Option

M4PS

!(

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Pundu

Lahang

Ampalam

Pendara

Menduin

Belingan

Kulubali

Selucing

Nahanbiru

Talangkon

Singalang

Buntabali

Kalanaman

Natabidun

Batutinggi

Danan Kapa

Petakputih

Lubuklayang

Tirusandanum

Tewangderayu

Tewanggaruga

Tumbangsamak

Tumbangbawang

Tewangpanjang

Tumbangkuling

Bunutkalamanan

Tewangberingin

Tumbangterusan

Tawangrangkang

Dahuyantunggal

Tewangkerangan

Tumbangtanjung

Tumbang Panjang

Tumbangkobongan

700,000

700,000

710,000

710,000

720,000

720,000

730,000

730,000

740,000

740,000

750,000

750,000

760,000

760,000

770,000

770,000

9,74

0,00

0

9,74

0,00

0

9,75

0,00

0

9,75

0,00

0

9,76

0,00

0

9,76

0,00

0

9,77

0,00

0

9,77

0,00

0

9,78

0,00

0

9,78

0,00

0

9,79

0,00

0

9,79

0,00

0

9,80

0,00

0

9,80

0,00

0

9,81

0,00

0

9,81

0,00

0

9,82

0,00

0

9,82

0,00

0

9,83

0,00

0

9,83

0,00

0



Project

Tittle

Drawn Drawing date



Client

Scale

Size

EPU

SHB 12/10/2009

12/10/20090 4,300 8,6002,150

Meters

1:300,000

A3

Project No.



Site location

KATINGAN COAL MINE

Figure No.

Forestry Zonation Plan

09 ICM 001 A3

Ka

tinga

n Rive

r



Notes :


2. Forest Status based on Forest Status Map from Department of Forestry year 2000



RoadRiver

!( Proposed Jetty

LEGEND

Production Forest

Convertion Production Forest

Kalanam

an Rive r

M1

M2

M3 M4

K1

K2

K3

proposed jetty

C1

C2

C1-a

C2-a C2-b

C1-b

C1-c

CM1ACM2

CM3CM4 CM Option

M4PS

!(

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")")

")

")

")

")

")

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")

")

")

")

")

")

")

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Pundu

Lahang

Ampalam

Pendara

Menduin

Belingan

Kulubali

Selucing

Nahanbiru

Talangkon

Singalang

Buntabali

Kalanaman

Natabidun

Batutinggi

Danan Kapa

Petakputih

Lubuklayang

Tirusandanum

Tewangderayu

Tewanggaruga

Tumbangsamak

Tumbangbawang

Tewangpanjang

Tumbangkuling

Bunutkalamanan

Tewangberingin

Tumbangterusan

Tawangrangkang

Dahuyantunggal

Tewangkerangan

Tumbangtanjung

Tumbang Panjang

Tumbangkobongan

700,000

700,000

710,000

710,000

720,000

720,000

730,000

730,000

740,000

740,000

750,000

750,000

760,000

760,000

770,000

770,000

9,74

0,00

0

9,74

0,00

0

9,75

0,00

0

9,75

0,00

0

9,76

0,00

0

9,76

0,00

0

9,77

0,00

0

9,77

0,00

0

9,78

0,00

0

9,78

0,00

0

9,79

0,00

0

9,79

0,00

0

9,80

0,00

0

9,80

0,00

0

9,81

0,00

0

9,81

0,00

0

9,82

0,00

0

9,82

0,00

0

9,83

0,00

0

9,83

0,00

0



Project

Tittle

Drawn Drawing date



Client

Scale

Size

EPU

SHB 12/10/2009

12/10/20090 4,300 8,6002,150

Meters

1:300,000

A3

Project No.



Site location

KATINGAN COAL MINE

Figure No.

Terrametric Satellite Image

09 ICM 001 A4

Ka

tinga

n Rive

r

Ka lanam

an River

íî

íî



Notes :


2. Image background based on Terrametric Satellite image dated 16 June 2004



Road

River

!( Proposed Jetty

LEGEND


Kalanam

an River

M1

M2

M3 M4

K1

K2

K3

proposed jetty

C1

C2

C1-a

C2-a C2-b

C1-b

C1-c

CM1ACM2

CM3CM4 CM Option

M4PS

!(

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")

")")

")

")

")

")

")

") ")

")

")

")

")

")

")

")

")")

")

")")

")

Pundu

Lahang

Ampalam

Pendara

Menduin

Belingan

Kulubali

Selucing

Nahanbiru

Talangkon

Singalang

Buntabali

Kalanaman

Natabidun

Batutinggi

Danan Kapa

Petakputih

Lubuklayang

Tirusandanum

Tewangderayu

Tewanggaruga

Tumbangsamak

Tumbangbawang

Tewangpanjang

Tumbangkuling

Bunutkalamanan

Tewangberingin

Tumbangterusan

Tawangrangkang

Dahuyantunggal

Tewangkerangan

Tumbangtanjung

Tumbang Panjang

Tumbangkobongan

700,000

700,000

710,000

710,000

720,000

720,000

730,000

730,000

740,000

740,000

750,000

750,000

760,000

760,000

770,000

770,000

9,74

0,00

0

9,74

0,00

0

9,75

0,00

0

9,75

0,00

0

9,76

0,00

0

9,76

0,00

0

9,77

0,00

0

9,77

0,00

0

9,78

0,00

0

9,78

0,00

0

9,79

0,00

0

9,79

0,00

0

9,80

0,00

0

9,80

0,00

0

9,81

0,00

0

9,81

0,00

0

9,82

0,00

0

9,82

0,00

0

9,83

0,00

0

9,83

0,00

0



Project

Tittle

Drawn Drawing date



Client

Scale

Size

EPU

SHB 12/10/2009

12/10/20090 4,300 8,6002,150

Meters

1:300,000

A3

Project No.



Site location

KATINGAN COAL MINE

Figure No.

09 ICM 001 A5

Ka

tinga

n Rive

r

Ka lanam

an River

íî

íî



proposed jetty

Published Land Use Plan (Rupa Bumi)at 1:50,000 Scale

Notes :


2. Image background based on Peta Rupa Bumi from BAKOSURTANAL Year 2005


Road

River

!( Proposed Jetty

LEGEND

Paddy field

Rainfed paddy field

Plantation

Forest

Brushwood

Moor

Ka lanam

an River

M1

M2

M3 M4

K1

K2

K3

C1

C2

C1-a

C2-a C2-b

C1-b

C1-c

CM1ACM2

CM3CM4 CM Option

M4PS

700,000

700,000

710,000

710,000

720,000

720,000

730,000

730,000

740,000

740,000

750,000

750,000

760,000

760,000

770,000

770,000

780,000

780,000

790,000

790,000

800,000

800,000

810,000

810,0009,60

0,00

0

9,60

0,00

0

9,61

0,00

0

9,61

0,00

0

9,62

0,00

0

9,62

0,00

0

9,63

0,00

0

9,63

0,00

0

9,64

0,00

0

9,64

0,00

0

9,65

0,00

0

9,65

0,00

0

9,66

0,00

0

9,66

0,00

0±


G R M PT Segah Energy ResourcesArio Bimo Central 4th FloorJl HR Rasuna SaidBlock X-2 No. 5Jakarta 12950INDONESIA


Project

Tittle

Drawn Drawing date



Scale

Size

EPU

SHB 30/09/2009

30/09/2009

A3



Marine Bathymetric Chart

09 ICM 001 A6


0 5 102.5

Kilometers

1:300,000

Sampit River Mouth

Katingan River

Notes :

1. Image background based on Bathymetry map of Tanjung Puting to Selat Laut from Indonesian Navy Seal Year 2008 at Scale 1:500,000

2. Coordinate is UTM Zone 49 South, Datum WGS 84


APPENDIX B

ACQUIRED STUDY BASIS INFORMATION

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495.7 km 2

370.6 km 2

97 km 2

136.1 km 2

125.7 km 2

68.6 km 2

62.1 km 2

37.9 km 2

27.3 km 2

15.4 km 2

15.2 km 2

14.1 km 2

12.2 km 2

12.2 km 2

9.9 km 2

8.7 km 2

7.2 km 2

12.1 km 2

3 km 2

3.8 km 2

2.9 km 2

1.8 km 2

1.6 km 2

1.3 km 2

0.9 km 2

0.6 km 2

300.8 km 2

297.6 km 2

93.5 km 2

75.8 km 2

26 km 2

8.5 km 2

IMG_3427_tag. jpg

IMG_3421_tag. jpgIMG_3420_tag. jpgIMG_3416_tag. jpg

IMG_3413_tag. jpgIMG_3410_tag. jpg

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680,000

680,000

690,000

690,000

700,000

700,000

710,000

710,000

720,000

720,000

730,000

730,000

740,000

740,000

750,000

750,000

760,000

760,000

9,72

0,00

0

9,72

0,00

0

9,73

0,00

0

9,73

0,00

0

9,74

0,00

0

9,74

0,00

0

9,75

0,00

0

9,75

0,00

0

9,76

0,00

0

9,76

0,00

0

9,77

0,00

0

9,77

0,00

0

9,78

0,00

0

9,78

0,00

0

9,79

0,00

0

9,79

0,00

0

9,80

0,00

0

9,80

0,00

0

9,81

0,00

0

9,81

0,00

0

9,82

0,00

0

9,82

0,00

0

9,83

0,00

0

9,83

0,00

0



Tittle

Drawn Drawing date



Scale

Size

EPU

SHB 01/04/2010

01/04/20100 4,700 9,4002,350

Meters

1:350,000

A3

Project No.



proposed jetty

KATINGAN COAL MINE

Figure No.

Alignment Options and Photo Inspections

09 ICM 001 B1

K1

K2

K3

C1

C2


C1-a

M1

C2-a

C2-b

C1-b

C1-c

Ka

tinga

n Rive

r

Kalanam

an River

Cam

paga

hulu

Riv

er

íî

íî

íî

íî

íî íî

íîíî

íî

íî

íî

íî

íî

íî

íî

íî



íî

M2

M3

M1-a

ProjectClient

Site location


River

!( Proposed Jetty

LEGEND

Elevation

200

150

100

50

10



M4

M4PS


Notes :

1. Mine area and proposed jetty based on data from client coordinat of the coal concession.doc dated 08 June 2009 2. Topography based on SRTM Elevation data dated 22 February 20023. River and road based on forest status map from department of forestry year 20004. GPS Track based on survey by GRM Engineer taken dated 20-23 August 2009 & 16 - 18 Sept 2009 and based on data "Road Alignments PS.gdb" dated 10 Dec 2009 and "05012010.gdb" dated 5 Jan 20105. Coordinate system is UTM Zone 49 South, Datum WGS 84


River

!( Proposed Jetty

LEGEND

Elevation

200

150

100

50

10





íî

íî

íî

íî

íî

íî


APPENDIX C

BUDGET COST ESTIMATE CALCULATION SHEET

Appendix CBudget Cost Estimate Calculation Sheet

Haul Road Alignment Option C1-a C1-b C1-c C2-a C2-b M1 M2 M3 M4 CM3 K1 K2 K3

CAPEX C1-a C1-b C1-c C2-a C2-b M1 M2 M3 M4 CM3 K1 K2 K3Land Procurement Distance km 48 45 42 41 43 86 90 96 83 91 21 26 30.3

Rate $/km 7,200.00$ 7,200.00$ 7,200.00$ 7,200.00$ 7,200.00$ 7,200.00$ 7,200.00$ 7,200.00$ 7,200.00$ 7,200.00$ 7,200.00$ 7,200.00$ 7,200.00$ Cost $ 345,600.00$ 324,000.00$ 302,400.00$ 295,200.00$ 309,600.00$ 619,200.00$ 648,000.00$ 691,200.00$ 597,600.00$ 655,200.00$ 151,200.00$ 187,200.00$ 218,160.00$

Earthworks Volume m3 435600 371550 347550 355740 372540 712750 744750 792750 706900 752750 204660 258780 304650Rate $/m3 3.50$ 3.50$ 3.50$ 3.50$ 3.50$ 3.50$ 3.50$ 3.50$ 3.50$ 3.50$ 3.50$ 3.50$ 3.50$ Cost $ 1,524,600.00$ 1,300,425.00$ 1,216,425.00$ 1,245,090.00$ 1,303,890.00$ 2,494,625.00$ 2,606,625.00$ 2,774,625.00$ 2,474,150.00$ 2,634,625.00$ 716,310.00$ 905,730.00$ 1,066,275.00$

Pavement Material Volume m3 153504 143325 133770 131118 137514 273910 286650 305760 264355 289835 67977 84162 98081.1Rate $/lcm3 20.00$ 20.00$ 20.00$ 20.00$ 20.00$ 20.00$ 20.00$ 20.00$ 20.00$ 20.00$ 20.00$ 20.00$ 20.00$ Cost $ 3,070,080.00$ 2,866,500.00$ 2,675,400.00$ 2,622,360.00$ 2,750,280.00$ 5,478,200.00$ 5,733,000.00$ 6,115,200.00$ 5,287,100.00$ 5,796,700.00$ 1,359,540.00$ 1,683,240.00$ 1,961,622.00$

Bridge Quantity Number 150 150 135 130 135 200 200 200 300 200 0 0 0Rate $/m 30,000.00$ 30,000.00$ 30,000.00$ 30,000.00$ 30,000.00$ 30,000.00$ 30,000.00$ 30,000.00$ 30,000.00$ 30,000.00$ 30,000.00$ 30,000.00$ 30,000.00$ Cost $ 4,500,000.00$ 4,500,000.00$ 4,050,000.00$ 3,900,000.00$ 4,050,000.00$ 6,000,000.00$ 6,000,000.00$ 6,000,000.00$ 9,000,000.00$ 6,000,000.00$ -$ -$ -$

Culvert (lge) Quantity unit 1 2 1 1 1 4 4 4 3 4 0 0 0Rate $/unit 100,000.00$ 100,000.00$ 100,000.00$ 100,000.00$ 100,000.00$ 100,000.00$ 100,000.00$ 100,000.00$ 100,000.00$ 100,000.00$ 100,000.00$ 100,000.00$ 100,000.00$ Cost $ 100,000.00$ 200,000.00$ 100,000.00$ 100,000.00$ 100,000.00$ 400,000.00$ 400,000.00$ 400,000.00$ 300,000.00$ 400,000.00$ -$ -$ -$

Culvert (med) Quantity unit 3 3 1 3 2 3 3 3 5 3 0 0 0Rate $/unit 50,000.00$ 50,000.00$ 50,000.00$ 50,000.00$ 50,000.00$ 50,000.00$ 50,000.00$ 50,000.00$ 50,000.00$ 50,000.00$ 50,000.00$ 50,000.00$ 50,000.00$ Cost $ 150,000.00$ 150,000.00$ 50,000.00$ 150,000.00$ 100,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 250,000.00$ 150,000.00$ -$ -$ -$

Culvert (std) Quantity unit 3 3 1 3 2 3 3 3 5 3 0 0 0Rate $/unit 20,000.00$ 20,000.00$ 20,000.00$ 20,000.00$ 20,000.00$ 20,000.00$ 20,000.00$ 20,000.00$ 20,000.00$ 20,000.00$ 20,000.00$ 20,000.00$ 20,000.00$ Cost $ 60,000.00$ 60,000.00$ 20,000.00$ 60,000.00$ 40,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 100,000.00$ 60,000.00$ -$ -$ -$

Minor Drainage Distance km 48 45 42 41 43 86 90 96 83 91 21 26 30.3

Rate $/km 7,000.00$ 7,000.00$ 7,000.00$ 7,000.00$ 7,000.00$ 7,000.00$ 7,000.00$ 7,000.00$ 7,000.00$ 7,000.00$ 7,000.00$ 7,000.00$ 7,000.00$ Cost $ 336,000.00$ 315,000.00$ 294,000.00$ 287,000.00$ 301,000.00$ 602,000.00$ 630,000.00$ 672,000.00$ 581,000.00$ 637,000.00$ 147,000.00$ 182,000.00$ 212,100.00$

Level Xing Quantity unit 2 2 2 2 2 2 2 2 2 2 1 1 1Rate $/unit 5,000.00$ 5,000.00$ 5,000.00$ 5,000.00$ 5,000.00$ 5,000.00$ 5,000.00$ 5,000.00$ 5,000.00$ 5,000.00$ 5,000.00$ 5,000.00$ 5,000.00$ Cost $ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 5,000.00$ 5,000.00$ 5,000.00$

Flyover Quantity unit 1 1 1 1 1 1 1 1 1 1 1 1 1Rate $/unit 500,000.00$ 500,000.00$ 500,000.00$ 500,000.00$ 500,000.00$ 500,000.00$ 500,000.00$ 500,000.00$ 500,000.00$ 500,000.00$ 500,000.00$ 500,000.00$ 500,000.00$ Cost $ 500,000.00$ 500,000.00$ 500,000.00$ 500,000.00$ 500,000.00$ 500,000.00$ 500,000.00$ 500,000.00$ 500,000.00$ 500,000.00$ 500,000.00$ 500,000.00$ 500,000.00$

Pipeline RoW Crossing -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ Totals 10,596,280.00$ 10,225,925.00$ 9,218,225.00$ 9,169,650.00$ 9,464,770.00$ 16,314,025.00$ 16,737,625.00$ 17,373,025.00$ 19,099,850.00$ 16,843,525.00$ 2,879,050.00$ 3,463,170.00$ 3,963,157.00$

OPEXTruck Haul Distance 48 45 42 41 43 86 90 96 83 91 21 26 30.3

Rate 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14$/tonne 6.72$ 6.30$ 5.88$ 5.74$ 6.02$ 12.04$ 12.60$ 13.44$ 11.62$ 12.74$ 2.94$ 3.64$ 4.24$

Shipping Distance km 185 185 185 185 185 114 103 92 82 95 418 413 408Distance nm 99.9 99.9 99.9 99.9 99.9 61.56 55.62 49.68 44.28 51.3 225.72 223.02 220.32

Rate 0.04$ 0.04$ 0.04$ 0.04$ 0.04$ 0.02$ 0.02$ 0.02$ 0.02$ 0.03$ 0.03$ 0.03$ 0.03$ $/tonne 7.40$ 7.40$ 7.40$ 7.40$ 7.40$ 2.28$ 2.06$ 1.84$ 1.64$ 2.85$ 12.54$ 12.39$ 12.24$

Totals $/tonne 14.12$ 13.70$ 13.28$ 13.14$ 13.42$ 14.32$ 14.66$ 15.28$ 13.26$ 15.59$ 15.48$ 16.03$ 16.48$

Notes; 1 These costs are for budget cost estimation purposes only with the primary purpose of providing a basis for haul road alignment coparison and selection.2 The costs are derived from typical rates found in Indonesia, although these can change significantly based on the cost of diesel, source of local aggregates and cost variations in land procurement and compensation.


APPENDIX D

ALIGNMENT SHEETS FOR OPTION M1-A

Vertical Alignment - V 1:300 H 1:100,000

³

³³

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50

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6 0

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30

55

50

35

25

40

60

65

35

30

35

20

65

50

55

50

45

40

45

35

30

35

20

45

45

40

30

35

25

45

55

35

65

45

65

55

35

55

60

25

40

40

30

50

45

80

30

45

40

30

75

65

45

35

25

45

60

60

40

60

65

65

70

6540

35

45

55

60

40

60

50

25

45

30

80

40

55

35

50

35

35

45

65

70

35

35

60

50

30

35

50

35

65

50

35

45

20

40

55

45

55

50

30

45

50

35

60

55

60

70

35

50

50

60

70

40

20

35

40

55

45

35

15

50

25

45

40

25

55

55

40

25

45

45

65

55

55

60

30

65

4540

45

45

45

35

60

35

55

55

65

55

35

50

70

70

45

55

50

35

45

60

20

60

55

55

40

40

80

20

75

20

20

55

30

50

40

65

60

50

55

60

60

45

55

60

65

30

50

30

45

60

45

60

55

30

65

40

50

35

50

50

55

65

65

30

25

40

65

65

55

70

30

25

15

30

40

50

40

45

40

45

50

50

40

45

25

40

30

45

50

35

60

50

30

75

70

60

35

50

60

70

45

55

60

6545

45

70

25

45

25

45

40

60

50

50

35

35

60 50

35

50

45

40

55

30

65

45

55

40

35

45

65

0

500

9500

8000

7500

7000

6500

6000

5000

4500

4000

3500

3000

2500

1000

28500280002750027000260002500024500240002350021500210002050019500185001800017000165001600015500140001350013000125001200010000

712,000

712,

000

714,000

714,

000

716,000

716,

000

718,000

718,

000

720,000

720,000

722,000

722,000

724,000

724,000

726,000

726,000

728,000

728,000

730,000

730,000

732,000

732,000

734,000

734,

000

736,000

736,

000

738,000

738,

000

740,000

740,

000

9,794,0009,796,000

9,80

2,00

0

9,808,000

9,808,000

9,810,000

9,810,000

9,812,000

9,812,0009,814,0009,816,000

±

Horizontal Alignment 1:75,000




Project

Tittle

Drawn Drawing date



Scale

Size

EPU

SHB 08/04/2010

08/04/2010

A3



Alignment Option M1SRTM Alignment Sheet 1

09 ICM 001 M1-a


Graph : H = 1:100,000 V = 1:300

Notes :

1. Contour interval 5 m taken from Shuttle Radar Topography Mission (SRTM) Elevation Data Set "62288401.ZIP", dated 14 Jun & 16 Sept 2004


Plan : 1:75,000

0

25

50

75

100

0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 5,500 6,000 6,500 7,000 7,500 8,000 8,500 9,000 9,500 10,000 10,500 11,000 11,500 12,000 12,500 13,000 13,500 14,000 14,500 15,000 15,500 16,000 16,500 17,000 17,500 18,000 18,500 19,000 19,500 20,000 20,500 21,000 21,500 22,000 22,500 23,000 23,500 24,000 24,500 25,000

700,000

700,000

720,000

720,000

740,000

740,000

9,74

0,0

00

9,74

0,0

00

9,76

0,0

00

9,76

0,0

00

9,78

0,0

00

9,78

0,0

00

9,80

0,0

00

9,80

0,0

00

9,82

0,0

00

9,82

0,0

00

±

Plan Location

Plan Index

1:1,500,000

0 5 102.5Kilometers

Scale


³³

³³

³³

³³

³³

³³

³³

³³

³³

³³

³³ ³

³³

³³

³ ³³

³³

³ ³³

³³

³³ ³

³³

³³ ³

³³

³³

³³ ³

³³

³³

³³

³ ³³

³³

³

30

25

20

35

40

15

10

45

50

55

5

60

6570 75

35

35

15

55

25

20

50

45

20

35

50

35

35

20

35

45

30

30

30

35

25

30

30

35

30

60

50

40

25

25

50

15

30

30

55

40

35

30

35

10

20

45

20

40

20

5

35

45

25

25

45

25

15

45

40

25

35

40

25

35

35

30

30

30

35

30

20

30

40

35

30

35

45

45

25

40

20

35

30

50

10

65

30

40

20

35

35

30

35

40

30

50

50

30

40

25

40

25

15

40

35

35

45

45

40

35

45

50

20

30

40

25

40

45

45

55

20

45

15

40

35

35

45

45

35

20

40

55

50

55

25

40

35

35

40

30

40

30

30

35

30

50

30

25

25

25

25

20

40

40

25

25

40

30

20

35

3530

30

3545

55

25

15

30

25

30

40

35

30

15

30

25

25

40

30

30

50

30

35

15

10

45

45

30

25

35

40

40

65

35

40

45

30

20

30

40

35

35

40

20

15

25

35

35

30

35

30

35

35

30

30

20

25

45

30

25

25

40

40

35

20

40

40

35

40

45

35

3020

5

35

30

30

15

45

35

30

20

40

30

45

45

30

20

25

60

35

10

50

40

45

35

35

50

30

10

50

45

30

30

40

20

35

25

30

20

50

25

40

30

15

30

50

40

15

40

40

30

25

25

40

15

45

10

45

40

25

35

35

40

30

35

30

35

30

5

30

40

20

45

30

35

30

35

30

35

35

40

20

40

35

30

15

45

30

40

35

25

45

40

45

20

35

30

40

30

40

15

25

25

50

45

10

45

60

45

40

30

35

35

45

35

15

40

45

35

35

30

25

20

3535

45

40

40

25

45

30

40

40

40

20

40

10

30

20

50

25

50

4035

40

25

30

25

30

40

45

45

30

60

45

40

25

45

25

30

30

35

25

20

25

45

30

35

25 30

30

30

25

15

25

35

20

25

50

50

25

35

45

30

35

25

40

25

25

45

35

45

50

15

50

60

25

35

30

50

35

25

35

25

40

45

40

40

35

35

35

15

60

20

25

35

40

50

35

25

30

30

45

40

15

30

20

25

35

40

40

40

40

45 35

35

20

60

30

35

35

30

25

35

55

40

25

35

15

35

60

40

35

40

35

45

45

50

40

35

55

35

30

40

25

25

40

40

30

30

20

40

3530

30

35

40

35

30

45

35

20

40

40

40

35

40

40

50

40

5

15

15

30

35

25

40

40

40

25

35

25

20

45

35

30

25

20

30

25

30

25

20

40

35

35

40

35

4035

25

25

25

30

35

35

50

35

40

5

25

30

25

35

30

55

40

45

35

20

35

40

40

10

40

40

40

20

50

25

30

40

45

45

10

25

35

35

40

40

20

35

40

40

55 5

25

20

30

35

30

40

40

35

50

40

40

40

2525

15

40

15

35

25

25

35

40

25

40

40

30

45

40

50

40

30

20

30

25

20

30

35

25

20

30

40

35

45

25

50

25

30

35

30

25

55

50

30

35

15

25

30

55

35

35

25

30

45

50

25

50

45

40

40

30

55

35

40

35

20

30

35

45

40

20

35

35

20

15

25

55

20

25

4030

50

55

30

35

20

55

40

30

35

55

2025

35

40

45

25

55

30

35

25

35

35

20

40

60

25

40

35

40

25

55

35

30

30

25

45

35

20

40

30

40

20

35

45

40

45

40

40

45

40

25

40

10

15

30

15

45

25

25

30

30

30

25

40

30

45

35

35

35

40

40

45

30

30

30

30

35

30

25

60

45

50

30

30

35

25

40 20

45

5

50

40

55

35

45

40

50

30

25

30

25

25

45

35

35

40

30

50

20

30

35

30

45

45 30

60

25

35

50

25

40

40

30

40

65

30

25

45

35

30

45

45

20

40

35

5

50

35

15

20

40

40

5

5

10

30

15

25

25

40

45

35

55

25

40

45

55

35

25

25

40

35

45

35

50

15

40

50

40

25

35

35

40

50

35

35

40

5

25

35

20

35

25

50

35

50

15

25

30

45

40

40

35

35

55

50

35

30

40

25

40

30

35

25

40

50

15

25

50

45

20

50

50

30

35

35

30

35

30

25

35

35

35

15

25

40

30

15

45

40

20

20

30

30

30

30

45

25

35

30

30

30

30

30

45

20

40

40

30

35

35

55

10

35

30

20

20

25

40

35

35

35

50

25

40

20

35

20

45

25

35

20

30

15

30

15

30

35

35

40

45

30

25

35

20

35

5

35

30

30

35

5

30

35

30

30

40

40 25

40

40

45

40

25

30

25

35

20

30

35

45

25

35

5

25

35

20

45

15

35

20

30

20

35

35

30

20

15

35

35

25

50

25

40

35

30

35

10

35

20

40

10

35

30

35

40

30

45

20

35

30

45

50

35

35

40

25

35

25

35

60

30

45

25

25

45

35

35

60

25

45

25

25

15

35

30

30

40

35

40

30

25

30 30

25

35

40

25

20

35

35

15

35

35

30

45

45

30

20

35

30

20

25

40

50

40

35

35

25

5

55

55

50

50

35

35

30

20

45

40

30

25

35

40

40

25

35

40

15

35

25

35

25

40

30

40

40

35

40

35

25

20

45

30

35

40

15

35

4510

30

15

1 0

35

35

45

35

20

30

25

30

20

25

25

40

20

25

45

35

3030

35

40

30

35

55

50

40

35

60

35

40

45

25

40

40

15

25

30

50

45

30

45

45

20

40

30

30

20

35

30

35

45

30

30

25

20

35

35

15

25

25

35

20

35

40

15

50

5150051000

5000049500

4900048500

4800047500

4700046500

46000

45000

4350043000

4250042000

41000

4000039500

3900038500

3800037500

36500

34500

3350033000

3150031000

3050030000

28500

28000

27500

27000

26000

25000

24500

24000

23500

23000

22000

702,000

702,

000

704,000

704,

000

706,000

706,

000

708,000

708,

000

710,000

710,

000

712,

000

712,

000

714,000

714,

000

716,000

716,

000

718,000

718,

000

720,000

720,

000

722,000

722,

000

9,778,000

9,77

8,00

0

9,780,0009,782,000

9,782,000

9,784,0009,786,000

9,786,000

9,788,000

9,788,000

9,792,000

9,792,000

9,794,000

9,794,000

9,798,000

9,798,000

9,800,000

9,800,000

9,804,000

9,804,000

9,80

6,00

0

9,806,000

±





Project

Tittle

Drawn Drawing date



Scale

Size

EPU

SHB 08/04/2010

08/04/2010

A3




09 ICM 001 M1-b


Graph : H = 1:100,000 V = 1:300

Notes :



Plan : 1:75,000

0

25

50

75

100

25,000 25,500 26,000 26,500 27,000 27,500 28,000 28,500 29,000 29,500 30,000 30,500 31,000 31,500 32,000 32,500 33,000 33,500 34,000 34,500 35,000 35,500 36,000 36,500 37,000 37,500 38,000 38,500 39,000 39,500 40,000 40,500 41,000 41,500 42,000 42,500 43,000 43,500 44,000 44,500 45,000 45,500 46,000 46,500 47,000 47,500 48,000 48,500 49,000 49,500 50,000

700,000

700,000

720,000

720,000

740,000

740,000

9,74

0,0

00

9,74

0,0

00

9,76

0,0

00

9,76

0,0

00

9,78

0,0

00

9,78

0,0

00

9,80

0,0

00

9,80

0,0

00

9,82

0,0

00

9,82

0,0

00

±

Plan Location

Plan Index

1:1,500,000

0 5 102.5Kilometers

Scale


³³

³³ ³

³³

³³

³³

³ ³³

³³

³³

³ ³³

³³

³³

³³ ³

³³

³³

³³ ³

³³

³³

³³

³ ³³

³³

³³

³³ ³

³³

³ ³ ³ ³ ³ ³ ³ ³ ³ ³

20

25

15

30

10

35

40

45

5

50

20

30

20

25

20

30

35

20

25

30

10

15

30

15

25

35

15

20

30

10

30

25

25

15

10

35

20

15

30

20

25

20

10

25

15

10

20

25

25

15

30

15

40

25

30

25

35

20

30

15

10

20

15

15

35

40

20

30

25

30

25

30

10

20

25

30

20

35

20

15

25

30

25

20

20

10

35

20

20

25

30

20

35

30

30

30

30

35

20

20

20

20

35

1520

20

30

15

15

25

25

20

30

35

25

25

25

40

20

10

15

15

30

35

20

40

20

25

35

35

20

25

25

20

35

20

25

10

20

15

25

35

30

20

15

15

35

25

15

15

30

20

15

25

30

25

35

20

25

15

25

30

20

25

25

30

25

20

20

30

30

30

30

20

35

10

25

35

20

30

25

3020

40

25

30

30

25

25

30

15

15

15

10

25

30

10

25

20

20

15

35

15

25

25

20

10

35

25

35

25

35

30

25

30

30

25

20

15

15

10

20

25

30

25

25

15

30

30

25

25

35

15

20

20

30

30

20

30

30

30

40

20

25

30

25

25

20

30

10

15

25

30

25

20

15

20

30

25

25

25

15

35

25

15

30

45

15

20

30

35

30

30

30

30

10

20

20

25

35

30

35

35

25

1 0

10

10

25

30

30

25

35

30

20

20

30

35

25

30

25

40

10

10

15

35

20

15

40

10

30

25

30

15

25

10

25

15

40

30

15

30

10

10

15

30

20

15

20

20

35

25

15

30

20

15

15

25

30

15

20

35

20

15

15

30

35

25

30

15

25

30

40

15

35

35

20

30

10

30

20

35

25

35

25

30

40

20

40

10

25

25

40

25

30

10

35

15

20

40

25

30

15

15

15

25

10

20

25

30

20

20

20

25

30

30

30

25

25

15

25

25

20

30

10

20

30

30

20

15

20

20

25

35

40

15

3010

15

20

15

15

10

35

25

30

20

30

20

25

15

20

10

35

25

10

25

15

20

25

30

30

25

25

35

20

25

30

30

35

20

30

45

30

30

20

30

25

15

25

20

25

25

25

20

10

30

25

10

25

20

35

25

15

15

25

20

20

40

20

20

10

30

15

30

35

15

10

15

10

35

25

15

30

35

25

10

35

20

35

30

25

40

35

10

30

20

2525

20

15

25

30

35

25

25

15

15

15

20

20

20

10

25

15

35

25

30

10

20

15

20

20

10

10

15

25

15

30

30

15

25

30

15

15

40

40

20

25

20

25

20

10

20

30

1530

25

40

30

15

25

10

20

10

35

15

30

15

25

20

30

10

10

30

30

35

25

25

10

15

15

25

30

30

25

20

25

10

30

20

30

15

15

25

10

15

30

15

20

20

15

20

25

15

30

30

20

30

20

20

35

10

10

15

10

25

10

30

25

40

25

30

15

30

35

25

25

30

10

15

20

25

25

25

30

30

20

15

20

40

15

25

30

25

30

15

3530

20

10

30

30

20

15

30

25

10

25

20

20

30

30

20

30

10

40

25

10

25

20

30

20

25

15

30

40

35

2520

20

10

20

25

20

25

30

15

20

20

25

30

25

30

30

30

30

25

25

15

25

25

40

30

20

45

15

30

25

20

15

25

25

30

25

30

35

20

35

20

30

25

25

20

20

25

15

15

30

20

40

4035

40

20

10

30

15

15

15

30

10

10

25

35

30

35

10

30

30

30

30

15

25

15

35

25

15

25

30

20

15

20

20

35

20

25

25

30

30

25

25

10

30

20

15

40

20

20

15

4015

25

20

30

20

30

30

20

20

15

20

35

30

25

30

15

20

15

40

25

25

25

30

30

10

25

25

30

20

30

30

45

20

35

30

15

10

30

20

10

20

25

10

30

10

30

15

30

10

25

35

30

20

30

15

20

30

25

25

15

20

20

10

25

25

20

15

15

25

15

10

40

10

35

1525

25

25

30

25

35

35

20

35

30

20

15

35

25

25

25

35

20

40

25

35

10

15

15

25

20

35

25

25

15

10

10

10

10

40

20

15

35

15

30

30

20

30

45

15

10

20

20

35

25

20

15

40

20

15

10

30

25

15

30

40

40

40

10

35

30

25

30

30

25

25

20

30

25

25

25

30

25

25

25

30

20

35

50

30

25

15

25

15

30

20

15

25

30

40

30

25

25

15

35

35

20

35

30

25

25

10

30

30

15

15

25

35

50

35

20

20

30

25

30

15

25

25

30

35

30

35

20

10

25

35

35

15

20

25

30

15

30

20

25

15

15

15

20

25

20

25

30

35

30

20

25

25

35

20

25

10

20

20

15

15

15

35

35

20

10

25

30

30

15

15

25

35

10

15

15

20

25

25

30

20

15

25

35

25

30

25

15

25

10

25

20

20

30

20

30

15

15

30

20

25

20

15

25

20

40

15

25

25

15

40

10

20

25

10

20

30

30

25

30

30

30

35

25

25

20

15

30

25

30

25

10

20

15

40

25

15

25

20

25

20

35

25

25

30

25

15

25

20

25

30

15

25

25

35

25

30

15

20

20

20

20

25

30

20

25

30

15

30

30

10

25

15

20

30

35

20

35

20

25

20

25

15

25

25

40

25

10

25

25

10

15

15

40

25

20

25

20

30

20

15

30

30

1530

20

25

20

20

25

20

30

20

25

15

15

30

15

25

20

35

35

20

25

15

20

25

30

35

20

15

15

25

25

40

35

40

35

35

15

15

35

20

10

30

10

25

15

30

30

25

15

30

30

15

20

20

30

20

30

30

15

30

15

25

25

25

20

20

15

30

20

30

15

10

10

25

10

10

15

35

15

10

45

15

25

20

25

20

25

25

25

20

25

25

10

25

15

20

10

25

30

20

15

40

35

30

20

40

20

30

10

20

30

30

10

25

20

35

10

20

10

10

20

25

30

20

20

25

25

30

20

25

10

20

20

25

25

15

15

30

25

25

15

25

15

30

20

30

7800077500

77000

7550075000

74500

7350073000

7250072000

7100070500

6950069000

68500

67000

6600065500

65000

64000

6300062500

6200061500

6100060500

6000059500

5850058000

5750057000

5650056000

55500

5450054000

5350053000

52500

5150051000

5000049500

4900048500

4800047500

702,000

702,

000

704,000

704,

000

706,000

706,

000

708,000

708,

000

710,000

710,

000

712,

000

712,

000

714,000

714,

000

716,000

716,

000

718,000

718,

000

720,000

720,

000

722,000

722,

000

9,75

2,00

0

9,754,000

9,75

4,00

0

9,756,000

9,756,0009,758,000

9,760,000

9,760,000

9,762,000

9,762,0009,764,000

9,766,000

9,766,000

9,768,000

9,768,000

9,770,000

9,770,000

9,772,000

9,772,000

9,774,000

9,774,000

9,776,000

9,776,000

9,778,000

9,778,000

9,78

0,00

0

9,780,000

9,78

2,00

0

9,782,000

±





Project

Tittle

Drawn Drawing date



Scale

Size

EPU

SHB 08/04/2010

08/04/2010

A3




09 ICM 001 M1-c


Graph : H = 1:100,000 V = 1:300

Notes :



Plan : 1:75,000

0

25

50

75

100

50,000 50,500 51,000 51,500 52,000 52,500 53,000 53,500 54,000 54,500 55,000 55,500 56,000 56,500 57,000 57,500 58,000 58,500 59,000 59,500 60,000 60,500 61,000 61,500 62,000 62,500 63,000 63,500 64,000 64,500 65,000 65,500 66,000 66,500 67,000 67,500 68,000 68,500 69,000 69,500 70,000 70,500 71,000 71,500 72,000 72,500 73,000 73,500 74,000 74,500 75,000

700,000

700,000

720,000

720,000

740,000

740,000

9,74

0,0

00

9,74

0,0

00

9,76

0,0

00

9,76

0,0

00

9,78

0,0

00

9,78

0,0

00

9,80

0,0

00

9,80

0,0

00

9,82

0,0

00

9,82

0,0

00

±

Plan Location

Plan Index

1:1,500,000

0 5 102.5Kilometers

Scale


³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³ ³

15

20

10

25

30

35

40

5

50

45

55

60

65

0

707

5

15

15

35

25

25

25

20

15

15

15

25

20

10

20

25

15

10

15

20

25

10

25

10

15

5

10

10

10

15

25

20

10

10

5

10

20

10

10

15

20

10

15

5

35

25

10

20

2515

10

25

5

15

30

20

20

10

5

30

5

30

30

20

5

20

15

35

5

15

15

25

30

15

20

25

25

25

20

30

25

10

25

30

35

20

30

5

20

35

25

25

15

25

25

25

35

10

5

30

10

20

35

25

5

20

15

30

25

15

25

30

15

10

30

155

20

30

20

20

30

10

25

20

15

40

25

20

15

10

25

25

30

20

5

30

15

25

15

20

25

10

15

5

30

10

15

15

10

20

10

5

35

10

40

25

25

25

20

25

30

20

15

30

10

40

20

40

30

25

15

3025

25

15

15

25

25

10

10

20

20

15

5

15

2520

25

25

5

30

1020

35

30

15

30

30

15

25

25

25

10

10

45

25

25

10

15

25

10

5

30

30

20

15

40

5

15

30

25

20

20

10

10

30

20

5

25

25

20

15

30

35

10

10

15

15

15

30

25

15

10

5

15

10

20

5

15

5

30

35

25

5

15

25

20

30

30

20

15

20

40

20

15

30

10

10

15

10

15

20

30

25

10

15

25

15

10

15

10

20

25

20

15

2525

10

30

35

30

20

25

30

20

30

20

30

30

25

25

20

25

45

10

5

15

25

25

10

25

5

30

25

30

25

25

25

10

25

25

25

15

20

15

20

5

10

25

25

15

10

25

10

25

20

10

10

30

35

30

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5

10

15

30

15

25

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5

25

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10

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15

15

5

15

50

25

25

25

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15

25

15

15

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5

5

30

5

20

30

30

5

10

25

10

30

10

15

25

5

10

10

35

10

10

25

15

15

30

25

15

10

30

35

20

15

10

25

10

10

30

15

15

10

10

30 10

10

25

10

5

25

15

20

5

30

10

30

10

10

15

5

15

30

2025

15

15

25

35

25

15

30

25

10

25

15

15

20

30

10

20

25

10

5

30

20

25

10

5

40

10

0

15

25

25

30

15

15

25

30

25

25

30

20

20

20

30

15

15

15

25

20

30

15

25

5

25

10

15

20

10

25

25

15

25

15

20

30

5

25

25

25

35

10

25

40

15

40

25

15

50

20

10

10

20

20

20

25

10

5

25

15

25

20

30

25

30

50

30

30

20

15

10

20

15

30

15

30

25

25

20

30

10

25

20

25

10

25

30

30

20

25

5

5

20

30

10

20

40

30

5

25

25

15

10

10

15

25

25

20

20

10

10

25

20

15

10

20

30

15

10

10

20

25

20

30

15

15

15

25

25

20

25

15

25

20

25

15

20

20

20

15

20

25

5

20

20

5

15

25

25

25

15

20

25

35

30

30

10

30

15

10

25

20

15

15

25

25

3020

25

15

15

30

10

10

10

10

25

15

15

15

25

15

15

10

25

25

10

25

5

20

30

30

25

25

10

25

20

30

15

25

25

30

20

30

15

25

15

10

30

30

25

20

15

25

25

35

5

25

20

5

20

20

35

10

30

0

25

40

25

25

25

15

25

25

10

30

25

30

20

20

20

25

10

20

10

20

25

20

0

30

25

5

10

20

15

15

10

25

25

30

20

15

15

15

15

10

20

10

20

10

10

25

10

10

5

15

5

25

15

25

15

5

10

20

30

30

15

20

5

15

15

20

25

25

30

5

10

25

10 35

10

10

20

20

20

10

10

20

30

20

5

30

30

25

25

40

20

30

10

20

5

25

15

10

5

20

25

15

25

20

30

5

15

20

30

10

10

20

20

20

25

10

25

20

5

10

15

20

20

20

20

15

20

15

15

25

25

0

10

30

25

30

25

25

30

20

20

30

25

30

20

10

20

30

15

15

25

10

25

10

10

25

15

15

25

15

25

25

25

20

30

25

30

20

10

20

30

20

30

50

30

5

20

10

10

20

15

15

30

35

15

35

15

15 15

35

15

35

2035

15

5

20

35

30

10

10

15

35

20

20

20

30

30

30

5

15

15

15

10

25

25

15

25

45

15

25

30

10

15

15

30

20

25

15

5

35

25

15

30

20

25

25

5

5

5

15

5

30

10

25

25

20

15

5

10

15

20

15

10

25

5

25

10

30

10

20

30

20

5

20

10

10

15

10

25

5

10

25

25

5

15

10

15

10

35

40

10

15

15

20

20

30

25

25

15

10

10

5

70

40

1025

15

25

15

10

20

20

40

15

35

15

30

20

40

5

25

10

20

30

10

30

5

20

20

10

25

30

15

25

10

30

30

25

25

20

35

20

30

30

20

25

15

10

35

30

15

15

15

10

10

10

5

30

10

25

10

20

15

15

15

10

10

5

25

20

10

10

30

15

15

15

25

30

20

30

25

10

25

25

30

20

20

15

20

25

5

10

10

20

10

5

30

15

15

30

20

25

25

20

25

30

25

35

25

20

15

25

25

20

25

10

30

15

10

5

15

25

15

30

10

10

15

30

35

10

20

25

20

10

10

20

10

30

25

10

20

520

25

10

15

25

30

15

15

15

30

10

25

25

25

25

30

15

10

15

25

30

15

5

15

10

25

20

25

20

15

45

20

30

20

20

30

25

10

5

20

15

20

1530

15

25

25

10

25

15

20

15

20

10

25

20

25

10

30

25

10

25

35

15

20

25

15

20

20

25

40

15

10

25

20

20

5

5

5

40

5

25

10

35

15

3025

30

20

25

25

25

20

25 25

30

10

20

10

20

25

15

25

25

1525

10

20

20

10

15

15

25

25

30

30

10

30

30

20

30

30

25

35

10

30

10

20

15

20

15

20

20

20

25

20

20

30

20

10

15

15

10

25

15

10

5

25

10

515

25

30

20

25

25

20

15

35

30

15

30

30

15

20

25

15

15

10

10

25

15

10

30

15

15

20

20

25

10

30

20

20

25

20

10

25

15

30 40

8550085000835008300081500810008000079500

7800077500

77000

7550075000

74500

7350073000

7250072000

7100070500

6950069000

68500

67000

6600065500

65000

64000

6300062500

6200061500

6100060500

60000

700,000

700,

000

702,000

702,

000

704,000

704,

000

706,000

706,

000

708,

000

708,

000

710,

000

710,

000

712,000

712,

000

714,000

714,

000

716,000

716,

000

718,000

718,

000

9,740,000

9,74

0,00

0

9,742,0009,744,000

9,744,000

9,746,000

9,746,000

9,750,000

9,750,000

9,752,000

9,752,000

9,754,000

9,754,000

9,756,000

9,756,000

9,758,000

9,758,000

9,760,000

9,760,000

9,764,000

9,764,000

9,766,000

9,766,000

9,768,000

9,768,0009,770,0009,77

2,00

0

±





Project

Tittle

Drawn Drawing date



Scale

Size

EPU

SHB 08/04/2010

08/04/2010

A3




09 ICM 001 M1-d


Graph : H = 1:100,000 V = 1:300

Notes :



Plan : 1:75,000

0

25

50

75

100

75,000 75,500 76,000 76,500 77,000 77,500 78,000 78,500 79,000 79,500 80,000 80,500 81,000 81,500 82,000 82,500 83,000 83,500 84,000 84,500 85,000 85,500 86,000 86,500 87,000 87,500 88,000 88,500 89,000 89,500 90,000 90,500 91,000 91,500 92,000 92,500 93,000 93,500 94,000 94,500 95,000 95,500 96,000 96,500 97,000 97,500 98,000 98,500 99,000 99,500 100,000

700,000

700,000

720,000

720,000

740,000

740,000

9,74

0,0

00

9,74

0,0

00

9,76

0,0

00

9,76

0,0

00

9,78

0,0

00

9,78

0,0

00

9,80

0,0

00

9,80

0,0

00

9,82

0,0

00

9,82

0,0

00

±

Plan Location

Plan Index

1:1,500,000

0 5 102.5Kilometers

Scale

grm report - road alignment

Documents