0 10 20 30 40 50 60

Elevationfrom MSL

(m)

Depthfrom

groundlevel (m)

Bor Profile Description of Strata RemarksNumber of Blow S P T - N Graphic

N1

Sum ofBlow

N2 N3

ProjectLocationNumber of bor holeGWL elevation : + 2.090 m.

: BH. 1: Tanjung Parit: PCI

Day/DateSheet Number

yCoordinate x

: Irawan: Samsuhadi: Samsuhadi: YSO 1

Check byDescription byBor MasterDrilling Machine

: (25/08-02/09) 2007: 1/2: 168.719,2605: 214.601,2663

IN MALACCA AND SINGAPORE STRAITS IN THE REPUBLIC OF INDONESIATHE BASIC STUDY ON THE PROJECT FOR DEVELOPMENT VESSEL TRAFFIC SERVICE

DRILLING LOG

Silt

Clay

Gravel

Sand

Andesit rock

Shell fragment/Organic matter.

SPT-1

0.00

- 1.00

- 2.00

- 3.00

- 4.00

- 5.00

- 6.00

- 7.00

- 8.00

- 9.00

- 10.00

- 11.00

- 12.00

- 13.00

- 14.00

- 15.00

- 16.00

- 17.00

- 18.00

- 19.00

- 20.00

- 21.00

- 22.00

- 23.00

- 24.00

- 25.00

- 26.00

- 27.00

- 28.00

- 29.00

- 30.00

Clay, grey.

1

2

3

4

5

6

7

9

10

11

12

13

14

15

16

17

18

DS Sample

UDS Sample SPT Test

19

20

21

23

24

25

26

27

28

29

30

22

8

Undisturbed sample (9.50-10.00 m.)

- 17.451

- 16.451

- 15.451

- 14.451

- 13.451

- 12.451

- 11.451

- 10.451

- 9.451

- 8.451

- 7.451

- 6.451

- 5.451

- 4.451

- 3.451

- 2.451

- 1.451

- 0.451

+ 0.549

+ 1.549

+ 2.549

+ 3.549

+ 4.549

- 22.451

- 25.451

- 24.451

- 23.451

- 21.451

- 20.451

- 19.451

- 18.451

Undisturbed sample (19.50-20.00 m.)

Undisturbed sample (4.50-5.00 m.)

: (1.00-1.45)

: (2.00-2.45)SPT-2

: (3.00-3.45)SPT-3

: (4.00-4.45)SPT-4

: (5.00-5.45)SPT-5

: (6.00-6.45)SPT-6

: (7.00-7.45)SPT-7

: (8.00-8.45)SPT-8

: (9.00-9.45)SPT-9

: (10.00-10.45)SPT-10

: (11.00-11.45)SPT-11

: (12.00-12.45)SPT-12

: (13.00-13.45)SPT-13

: (14.00-14.45)SPT-14

: (16.00-16.45)

: (17.00-17.45)

SPT-16

: (18.00-18.45)

SPT-17

: (19.00-19.45)

SPT-18

: (20.00-20.45)

SPT-19

: (21.00-21.45)

SPT-20

: (22.00-22.45)

SPT-21

SPT-22

: (24.00-24.45)

SPT-23

: (25.40-25.45)

SPT-24

: (26.00-26.45)

SPT-25

: (27.00-27.45)

SPT-26

: (28.00-28.45)

SPT-27

: (29.00-29.45)

SPT-28

: (30.00-30.45)

SPT-29

SPT-30

2 6/ 15/ 15 3 / 153 / 30

3 5/ 15/ 15 3 / 152 / 30

2 6/ 15/ 15 3 / 153 / 30

2 5/ 15/ 15 2 / 153 / 30

2 4/ 15/ 15 2 / 152 / 30

2 5/ 15/ 15 2 / 153 / 30

1 4/ 15/ 15 2 / 152 / 30

2 5/ 15/ 15 2 / 153 / 30

1 4/ 15/ 15 2 / 152 / 30

1 2/ 15/ 15 1 / 151 / 30

: (15.00-15.45)SPT-15

: (23.00-23.45)

1 2/ 15/ 15 1 / 151 / 30

1 2/ 15/ 15 1 / 151 / 30

1 3/ 15/ 15 1 / 152 / 30

1 2/ 15/ 15 1 / 151 / 30

1 3/ 15/ 15 1 / 152 / 30

1 3/ 15/ 15 1 / 152 / 30

1 2/ 15/ 15 1 / 151 / 30

1 3/ 15/ 15 1 / 152 / 30

1 3/ 15/ 15 2 / 151 / 30

1 5/ 15/ 15 2 / 153 / 30

1 4/ 15/ 15 2 / 152 / 30

1 5/ 15/ 15 2 / 153 / 30

1 4/ 15/ 15 2 / 152 / 30

2 4/ 15/ 15 2 / 152 / 30

2 5/ 15/ 15 2 / 153 / 30

2 52 3 / 15/ 15 / 15 / 30

2 42 2 / 15/ 15 / 15 / 30

2 52 3 / 15/ 15 / 15 / 30

2 63 3 / 15/ 15 / 15 / 30

2 52 3 / 15/ 15 / 15 / 30

2

2

2

2

3

2

3

3

3

3

5

4

4

5

4

5

4

5

4

4

6

6

5

5

5

6

5

4

5

5

Undisturbed sample (14.50-15.00 m.)

Undisturbed sample (24.50-25.00 m.)

Silty clay, organic matter, brownish grey.

Clay, grey.

Clay, grey.

Clay, grey.

PT. RAYASURVERINDO Tirtasarana 151A5-19

Tanjung Parit (Conducted in the BD Study)

A5-20

2

2

2

2

2

2

2

2

2

2

2

DRILLING LOGTHE BASIC STUDY ON THE PROJECT FOR DEVELOPMENT VESSEL TRAFFIC SERVICE

IN MALACCA AND SINGAPORE STRAITS IN THE REPUBLIC OF INDONESIACoordinate x

ySheet Number

UDS Sample

DS Sample

- 40.00

- 39.00

- 38.00

- 37.00

- 36.00

- 35.00

- 34.00

- 34.451

- 35.451

- 36.451

- 30.451

- 31.451

- 32.451

- 33.451

- 33.00

- 32.00

- 31.00

- 30.00

- 26.451

- 27.451

- 28.451

- 29.451

SPT Test

40

39

38

37

36

35

34 Clay, grey.

33

32

31

30

: PCI: Tanjung Parit: BH. 1: + 2.09 m.

Bor Profilefrom MSLElevation

GWL elevationNumber of bor hole

level (m)ground

fromDepth

(m)

LocationProject

Description of Strata

Day/Date

6

6

6

6

5

6

5

6

Silt

/ 15

/ 15

/ 15

/ 15

/ 15

/ 15

/ 15

/ 15

Clay

/ 15

/ 15

3

3

3

/ 15

/ 15

/ 15

/ 15

2

3

2

3

/ 15

/ 15

/ 15

3

3

3

/ 15

/ 15

/ 15

/ 15

3

3

3

3

Gravel

/ 30

Sand

/ 30

/ 30

/ 30

/ 30

/ 30

/ 30

6

6

6

6

5

5

6

5

6

5

/ 15

/ 15

/ 15

/ 15

/ 15

/ 15

/ 15

/ 15

3

2

3

2

/ 15

/ 15

/ 15

/ 15

3

3

3

3

/ 30

/ 30

/ 30

/ 30

6

5

6

5

: (40.00-40.45)

: (39.00-39.45)

: (38.00-38.45)

: (37.00-37.45)

: (36.00-36.45)

: (35.00-35.45)

: (34.00-34.45)

Shell fragment/Organic matter.

Andesit rock

SPT-40

SPT-39

SPT-38

SPT-37

SPT-36

SPT-35

SPT-34

: (33.00-33.45)

: (32.00-32.45)

: (31.00-31.45)

: (30.00-30.45)

SPT-33

SPT-32

SPT-31

SPT-30

Drilling Machine

Description by

S P T - N Graphic

: (25/08-02/09) 2007

BlowSum of

Number of Blow

N1 N2

: 214.601,2663: 168.719,2605: 2/2

N3

Bor Master

Check by

100 3020 40

: YSO 1: Samsuhadi: Samsuhadi: Irawan

50 60

Remarks

- 37.451

- 41.00 40 / 152 / 152 / 154 / 306 : (41.00-41.45)SPT-41

- 38.451

- 42.00 40 / 152 / 152 / 157 / 309 : (42.00-42.45)SPT-42

- 39.451

- 43.00 40 / 152 / 153 / 152 / 305 : (43.00-43.45)SPT-43

- 40.451

- 44.00 40 / 152 / 154 / 154 / 308 : (44.00-44.45)SPT-44

- 41.451

- 45.00 40 / 158 / 1516 / 1519 / 3035 : (45.00-45.45)SPT-45

- 42.451

- 46.00 40 / 156 / 1513 / 1519 / 3032 : (46.00-46.45)SPT-46

- 43.451

- 47.00 40 / 157 / 1517 / 1521 / 3038 : (47.00-47.45)SPT-47

- 44.451

- 48.00 40 / 157 / 1515 / 1519 / 3034 : (48.00-48.45)SPT-48

- 45.451

- 49.00 40 / 158 / 1518 / 1519 / 3037 : (49.00-49.45)SPT-49

- 50.00 40 / 158 / 1516 / 1519 / 3035 : (50.00-50.45)SPT-50

Clay, grey.

6

9

5

8

35

32

38

34

37

35

- 25.451

PT. RAYASURVERINDO Tirtasarana 152A5-20

A5-21

A5-21

Sepahat (Conducted in the IR Study)

A5-22

A5-22A5-23

A5-23A5-24

Req

uire

d M

odifi

catio

ns d

ue to

Com

mon

Use

of t

he F

acili

ties

and

Equ

ipm

ent o

f Sea

Com

(GM

DS

S) P

roje

ct a

nd V

TS P

roje

ct

Tabl

e A

: Se

linci

ng

Cur

rent

Pla

n by

Req

uire

men

ts b

y R

equi

red

Mod

ifica

tions

Sea

Com

Pro

ject

VTS

Pro

ject

due

to C

omm

on U

seA

GL

(m)

50m

85m

85m

MS

L (m

)52

m87

m87

mD

irect

ion

to D

umai

RX

to D

umai

RX

to D

umai

RX

AG

L (m

)49

.0m

、44

.0m

57m

、47

m57

m、

47m

MS

L (m

)51

.0m

、46

.0m

59m

、49

m59

m、

49m

Mul

tiple

x E

q.1

Set

1 S

et1

Set

Rou

ter

1 U

nit

1 U

nit

MU

X U

nit

1 U

nit（

Inst

alle

d by

DG

ST）

1 U

nit

1 U

nit

Not

Req

uire

d3

Uni

ts o

f VH

F Tr

ansc

eive

r

SH

F R

adio

(1+1

)A

IS B

ase

Sta

tion

（D

ual-T

rans

pond

er)

Ligh

ting

and

sock

et o

utle

t etc

.Li

ghtin

g an

d so

cket

out

let e

tc.

Ligh

ting

and

sock

et o

utle

t etc

.To

be

mod

ified

acc

ordi

ngly

.E

quip

men

t (kW

)1.

12.

02.

9B

uild

ing

(kW

)1.

01.

01.

0To

tal L

oad

(kW

)2.

13.

03.

9S

ingl

e P

hase

220

V、5ｋ

VA　

2 U

nits

Sin

gle

Pha

se 2

20V、

5ｋV

A　4

Uni

tsS

ingl

e P

hase

220

V、7.

5ｋV

A　2

Uni

tsTo

be

mod

ified

to 7

.5 k

VA

UP

SU

PS

UP

STo

be

mod

ified

acc

ordi

ngly

.

Gen

erat

or/E

quip

men

t Bui

ld.

(10.

0m x

8.0

m p

rovi

ded

by D

GS

T)G

ener

ator

/Equ

ipm

ent B

uild

.(1

1.0m

x 5

.0m

: ten

tativ

e)G

ener

ator

/Equ

ipm

ent B

uild

.(1

0.0m

x 8

.0m

)N

ot R

equi

red

The

plan

ned

area

by

Sea

Com

Pro

ject

is 3

0m x

20m

whi

le th

e a

rea

secu

red

for t

he P

roje

ct is

20m

x 1

5m.

1,80

0 lit

ers

1,80

0 lit

ers

1,80

0 lit

tleN

ot R

equi

red

Sea

Com

Pro

ject

:M

arin

e Te

leco

mm

unic

atio

n S

yste

m D

evel

opm

ent (

MTS

D) P

roje

ct (P

hase

IV)

VTS

Pro

ject

:Th

e P

roje

ct fo

r Enh

ance

men

t of V

esse

l Tra

ffic

Sys

tem

in M

alac

ca a

nd S

inga

pore

Stra

its in

Indo

nesi

aA

GL

:A

bove

Gro

und

Leve

lM

SL:

Mea

n S

ea L

evel

Appendix 5-2　Study on Coordination for MTSD Project IV and VTS Stage-2 Project (as of Feb. 2009）

Not

Req

uire

d

Rem

arks

VTS

Pro

ject

requ

irem

ents

.

Two

(2) u

nits

of p

arab

ola

ante

nna

to b

ebo

rne

by V

TS P

roje

ct a

re n

eede

d fo

r rad

ioco

mm

unic

atio

n lin

k be

twee

n S

elin

cing

and

Sep

ahat

.

Add

ition

al 1

set

of c

omm

unic

atio

nde

vice

is n

eede

d fo

r the

com

mun

icat

ion

link

betw

een

Sel

inci

ng a

nd S

epah

at. (

Bor

n by

VTS

Pro

ject

)

1.8

ｋW

incr

ease

Load

Con

sum

ptio

n

As

nece

ssar

y fo

r eac

h pr

ojec

t.

Load

con

sum

ptio

n is

est

imat

edba

sed

on th

e as

sum

ptio

n th

at th

esa

me

build

ing

will

be

used

for b

oth

proj

ects

.

Fuel

Tan

k

Bat

tery

Bui

ldin

gs

Eng

ine

Gen

erat

or

Faci

litie

s/E

quip

men

t

Tow

er h

eigh

t to

be m

odifi

ed fr

om50

m to

85m

AG

L (+

35m

)

Num

ber o

f ant

enna

to in

crea

sefro

m 2

to 4

uni

ts (+

2 u

nits

,de

sign

load

s w

ill in

crea

se)

Com

mun

icat

ion

Circ

uit a

nd D

evic

es

Circ

uit

Ant

enna

Inst

alla

tion

Hei

ght

Tow

er H

eigh

t

Req

uire

men

ts fo

r Com

mon

Use

AIS

by

LAN

, Voi

ce &

SV

/Con

t Sig

nals

of

VH

F S

yste

m b

y E

1 (L

AN

+ E

1ｘ１

)LA

NN

ot R

equi

red

Spe

cific

atio

ns o

f Sea

Com

Pro

ject

are

appl

icab

le fo

r VTS

Pro

ject

Ele

ctric

al D

evic

es

Oth

er D

evic

es

Air

Con

ditio

ner

A5-25

Req

uire

d M

odifi

catio

ns d

ue to

Com

mon

Use

of t

he F

acili

ties

and

Equ

ipm

ent o

f Sea

Com

(GM

DS

S) P

roje

ct a

nd V

TS P

roje

ct

Tabl

e B

: D

umai

Cur

rent

Pla

n by

Req

uire

men

ts b

y R

equi

red

Mod

ifica

tions

Sea

Com

Pro

ject

VTS

Pro

ject

due

to C

omm

on U

seA

GL

(m)

50m

50m

50m

MS

L (m

)54

m54

m54

mD

irect

ion

to S

elin

cing

to S

elin

cing

to S

elin

cing

AG

L (m

)49

.5m

,　44

.5m

50m

、40

m50

m、

40m

MS

L (m

)53

.5m

,　48

.5m

54m

、44

m54

m、

44m

Mul

tiple

x E

q.1

Set

1 S

et1

Set

Rou

ter

1 U

nit

1 U

nit

1 U

nit

Exi

stin

g (b

y D

GS

T)5

Uni

tsIn

stal

led

in th

e V

TS S

ub-C

ente

r Bui

ld.

Not

Req

uire

dTo

be

inst

alle

d In

divi

dual

lybe

caus

e ro

om is

dife

rent

.

Ligh

ting

and

sock

et o

utle

t etc

.Li

ghtin

g an

d S

ocke

t (ex

cept

exi

stin

g bu

ildin

gs)

Not

Req

uire

dA

s ne

cess

ary

for e

ach

proj

ect.

Equ

ipm

ent (

kW)

5.8

16.0

Bui

ldin

g (k

W)

14.9

24.0

Tota

l Loa

d (k

W)

20.7

40.0

Rep

lace

men

t of E

xist

ing

E/G

3 P

hase

4W

380

/220

V　45

KV

A　１

Uni

tN

ot R

equi

red

As

nece

ssar

y fo

r eac

h pr

ojec

t.

Util

ize

the

exis

ting

build

ing

Con

stru

ctio

n of

VTS

Sub

-Cen

ter

Bui

ldin

g an

d G

ener

ator

Bui

ldin

gN

ot R

equi

red

As

nece

ssar

y fo

r eac

h pr

ojec

t.

Exi

stin

g ta

nk is

not

ava

ilabl

e (b

y D

GS

T）2,

000

liter

sN

ot R

equi

red

As

nece

ssar

y fo

r eac

h pr

ojec

t.S

ea C

om P

roje

ct :

Mar

ine

Tele

com

mun

icat

ion

Sys

tem

Dev

elop

men

t (M

TSD

) Pro

ject

(Pha

se IV

)V

TS P

roje

ct :

The

Pro

ject

for E

nhan

cem

ent o

f Ves

sel T

raffi

c S

yste

m in

Mal

acca

and

Sin

gapo

re S

traits

in In

done

sia

AG

L :

Abo

ve G

roun

d Le

vel

MS

L:M

ean

Sea

Lev

el

Faci

litie

s/E

quip

men

t

Not

Req

uire

d

Num

ber o

f ant

enna

to

incr

ease

from

2 to

4 u

nits

(+ 2

uni

ts,

desi

gn lo

ads

will

incr

ease

)

Circ

uit

Air

Con

ditio

ner

Com

mun

icat

ion

Circ

uit a

nd D

evic

es

Spe

cific

atio

ns o

f Sea

Com

Pro

ject

are

appl

icab

le fo

r VTS

Pro

ject

Ele

ctric

al D

evic

es

Req

uire

men

ts fo

r Com

mon

Use

Tow

er H

eigh

t

Ant

enna

Inst

alla

tion

Hei

ght

Not

Req

uire

d

LAN

Not

Req

uire

d

Rem

arks

VTS

Pro

ject

Req

uire

men

ts

Fuel

Tan

k

As

nece

ssar

y fo

r eac

h pr

ojec

t.N

ot R

equi

red

Bui

ldin

gs

Eng

ine

Gen

erat

or

Load

Con

sum

ptio

n

As

nece

ssar

y fo

r eac

h pr

ojec

t.

Add

ition

al 1

set

of c

omm

unic

atio

nde

vice

is n

eede

d fo

r the

com

mun

icat

ion

link

betw

een

Dum

aian

d Tg

. Sai

r. (B

orn

by V

TS P

roje

ct)

Two

(2) u

nits

of p

arab

ola

ante

nna

to b

ebo

rne

by th

e V

TS P

roje

ct a

re n

eede

d fo

rra

dio

com

mun

icat

ion

link

betw

een

Dum

aian

d Tg

. Sai

r.

GM

DS

S D

evic

esin

stal

led

in th

e ex

istin

g bu

ildin

gV

TS S

yste

mIn

stal

led

in th

e V

TS S

ub-C

ente

r Bui

ldin

gO

ther

Dev

ices

AIS

by

LAN

, Voi

ce &

SV

/Con

t Sig

nals

of

VH

F S

yste

m b

y E

1 (L

AN

+ E

1ｘ１

)

A5-26

Appendix 5-3 Recommendation for VTS Sensor Stations for Malacca Straits (1) Basic Design Study Concept For this Project, DGST requested the establishment of radar system in three sites for Singapore Strait and two for Malacca Strait for the proposed VTS system for the surveillance of Malacca and Singapore straits. The objective of the VTS is to enhance vessel traffic safety by monitoring the movements of small vessels crossing the TSS. Based on the concept of DN, the objective vessels to be monitored for the BD study were established at around 100DWT vessels at radius of surveillance of 15 NM from the VTS Sensor Station. About five potential sites for the establishment of VTS Sensor Stations was requested by DN, and on this basis, studies were made on the actual conditions of vessel traffic in the vicinity of each site, importance of the sites, natural conditions, conditions of infrastructures, land ownership, availability of multiplex communication links. Based on the study results of the above-mentioned items, the development of the sites was prioritized. The sites in Singapore Strait were given more importance as compared with the sites in Malacca Strait. Therefore, the system was planned in such a way that most of the areas in Singapore Strait will be monitored by installing four VTS Sensor Stations including additional site of Takong Kecil. On the other hand, among the two proposes sites for VTS Sensor Stations in Malacca Straits, Tanjung Medang was considered more important than Tanjung Parit in view of the following reasons: i) the area between Tanjung Medang and Tanjung Tuan in Malaysia is the narrowest section of the Malacca Strait and ii) DW route for deep draft vessels and VLCCs are in the eastward direction because of the presence of scattered shoals along the TSS. Therefore, the establishment of a VTS Sensor Station in Tanjung Medang will enable the monitoring of the movements of large vessel along the DW Route. However, explaining the viability of Tanjung Parit pose extreme difficulties in view of the following: i) 100 GT objective vessels crossing the TSS could not be monitored by radar because the area is more than 15 NM from the VTS Sensor Station in Tanjung Parit and, ii) Based on the vessel traffic survey conducted during the BD Study, it was discovered that the number of objective ships larger than 100 GT are few in the vicinity of Tanjung Parit when compared with the entire candidate sites for VTS Sensor Stations. (2) Plan for this Project In accordance with the Grant Aid Scheme, the needed land shall be provided by the recipient

A5-27

country. Land ownership of the sites by DGST however was given priority than technical considerations for the suitability of the sites for surveillance of ship movements by VTS system. The viability of establishing radar equipment in Tanjung Parit, based on the above-mentioned reasons has obliged the IR Study Team in reiterating to the Indonesian side that while the necessity of vessel monitoring along the Malacca Strait is well understood, there is no point of establishing a radar system at Tanjung Parit considering the initial high investment cost. Thus, it would be more beneficial and advantageous to set up an AIS system at Tanjung Parit for the VTS monitoring of large vessels passing along the TSS. The Indonesian side agreed with the suggestion and ultimately a radar system will not be provided at Tanjung Parit VTS Sensor Station. The selected sites for VTS Sensor Stations for this project are shown in Fig. A5-3-1. The Radar and AIS system, CCTV system and other devices to be installed for Tanjung Medang will be for the effective monitoring of ship movements for the enhancement of large vessel traffic safety passing through the TSS. Moreover, monitoring and surveillance of AIS equipped vessel will be possible by use of the AIS system to be installed for Tanjung Parit.

Fig. A5-3-1 Radius of Surveillance Area by the VTS Sensor Stations

A5-28

(3) Recommendation for future development Dumai port is one of the important ports in Indonesia for import and export of natural resources and there are also many small passenger-ferry calls. In the future, if a VTS Sensor Station (with AIS, VHF, CCTV and radar system) will be installed in Dumai and/or Selincing, the following surveillance will be possible: i) monitoring and controlling of ships movements along the TSS and ships movements to/from Dumai port, ii) navigation safety support for small vessels which are passing in front of Dumai port waters, and the system will also play an effective role in enhancing navigation safety in the vicinity of Dumai port where traffic is congested. Based on this point of view, if VTS Sensor Stations will be established in Selincing and Simpang Ayam, possible areas for surveillance are as shown in Fig. A5-3-2, the area from Tanjung Medang to Tanjung Parit could be monitored by the system. However, as shown in Fig. A5-3-2, to monitor the ships passing through the TSS, a VTS Sensor Station will have to be installed off-shore.

Fig. A5-3-2 Possible Surveillance Areas by Additional VTS Sensor Stations

Further detail studies however, are necessary, considering the above-mentioned points for the desirable expansion of the VTS system by Indonesia’s own efforts to further enhance navigation safety for Malacca Strait in the future.

A5-29

APENDIX 5-4: Soft Component Implementation Plan

SOFT COMPONENT IMPLEMENTATION PLAN 1 INTRODUCTION 1-1 SCOPE

1. This paper describes the Soft Component plan and implementation schedule of the technical training for the DGST personnel who will be expected to assign to the VTS Center and Radar Sensor Stations. The paper covers the Soft Component objectives; system/equipment fields to be covered in the training; training procedures; as well as implementation schedule. 1-2 OBJECTIVES

2. The International Association of Marine Aids to Navigation and Lighthouse Authorities (IALA) has developed a model course for VTS operators, namely IALA Model Course V－103/1 Vessel Traffic Services Operators Basic Training, that is intended to provide with specific guidance on the training of VTS operators. For the purpose of the Soft Component and to provide a common base for the adequate VTS operation, the training has specifically been incorporated in the framework of the Soft Component and will be conducted in line with the aforementioned IALA model course. The objectives of the Soft Component are:

・ To provide the basic knowledge of VTS; understanding of system compositions, capability and limitation of functions, and utilization/application of VTS tools.

・ To provide the basic knowledge of watchkeeping responsibility and routine/emergency procedures.

・ To provide the basic knowledge of shipping traffic, regulations, topography and geography, marine traffic characteristics and nautical knowledge such as marine charts and aids to navigation facilities.

・ To provide practical skill of VTS operation and equipment maintenance techniques.

A5-31

APENDIX 5-4: Soft Component Implementation Plan

2 SOFT COMPORNENT IMPLEMENTATION SCHEDULE 3. The Soft Component implementation plan consists of 2 stages; stage 1 for provision of the theoretical basic VTS study and stage 2 for practical trainings of VTS operation utilizing the equipment installed. The implementation schedule timeline Gantt chart is shown in Table 1．It is anticipated that the Soft Component will be completed by March 15, 2011 and the final report of the Soft Component will be submitted to the organizations concerned. 4. The Soft Component targets at 25 DGST personnel to be selected among those of who will be expected to assign to the VTS Center and Radar Sensor Stations. 2-1 STAGE 1: THEORITICAL BASIC VTS STUDY TRAINING

(July 19 － October 18, 2010, tentatively scheduled)

(Venue: Tanjung Priok Regional Hqs., or DGST Hqs., Jakarta)

5. The theoretical basic VTS study training will be provided in a form of a lecture and reference notes.

The training shall include aspect on;

・ Basic knowledge of VTS, role and responsibility, VTS environment, principle of waterway and traffic, traffic monitoring and organization.

・ VTS system/equipment including AIS 2-2 STAGE 2: PRACTICAL TRAING Utilizing the Equipment Installed at Batu

Ampart VTS Center

（March 5 － March 15, 2011, tentatively scheduled）

（Venue: Batu Ampar VTS Center, Batam）

6. Practical training, like the one similar to the on-the-job-training, will cover the practice of using the basic equipment of VTS including the equipment used for data collection and data analysis, audio and video recording and ship identification.

A5-32

APENDIX 5-4: Soft Component Implementation Plan

7. The trainees will also have been trained to use ship identification systems and will be familiar with methods of recording and displaying information. The training shall cover the following subject areas;

・ Radar, AIS systems ・ Audio, video and other sensors ・ VHF Radio ・ Tracking systems ・ Equipment performance monitoring system; normal operation expectation

and trouble shooting. ・ Other trainings necessary for VTS operators to be able to operate efficiently

the basic equipment used in VTS Center. 3 TRAINING STAFF, TEACHING FACILITITE AND

EQUIPMENT

8. The Japan Aids to Navigation Association (JANA) will provide expertise in this field. Training staff currently planned are three trainers in each of stage1 and stage 2, who are professionally qualified in the task for which training is being conducted. Training staff assigning to the task are planned as follows: ・ For Stage 1 －For theoretical basic study

‐Equipment/Facilities ‐Operation and Management ‐Nautical Knowledge

・ For Stage 2 ‐For practical training

‐Equipment/Facilities ‐Operation and Management ‐Marine Traffic Characters and Shipping Traffic

9. All the teaching materials including a text book and reference materials will be prepared by the training staff. For stage 1 implementation facilities other than an ordinary class room fitted with a blackboard or whiteboard, a computer‐assisted

A5-33

APENDIX 5-4: Soft Component Implementation Plan

projector and screen are given by DGST. For implementation of stage 2 DGST will prepare only a computer－

assisted projector and screen. 10. Travel expenses, accommodation expenditures and other costs necessary for DGST trainees to participate in the training shall be borne by DGST.

A5-34

Sta

ge 2

Sta

ge 1

Com

pletion o

f B

atu A

mpa

rV

TS C

ente

r

Tra

iners

to b

e a

ssig

ned

Decem

ber

Sept

em

ber

May

June

July

Augu

stFebu

ray

Mar

ch

Jan

uar

yO

cto

ber

Nove

mbe

r

Tra

iner

on E

quip

ment/

Fac

ilite

s

Tra

iner

on O

pera

tion a

nd

Man

agem

ent

Tra

iner

on M

arin

e T

raffic

Char

acte

rs a

nd

Ship

ping

Tra

ffic

Tra

iner

on N

atuic

al K

now

ledg

e

Tab

le 1

Soft

Com

porn

ent

Impl

em

enta

tion P

lan

2010

2011

Tim

e L

ine

A5-35

No. of da

ysD

ate

Tra

iner

on E

quip

ment/

Fac

ilities

Tra

iners

on O

pera

tion a

nd

Man

agem

ent

T

rain

er

on M

arin

e T

raff

ic C

har

acte

rist

ics

1July

19,2

010

220

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　

D

iscuss

ion w

ith D

GST

321

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

Pre

para

tion for

the T

rain

ing　

　

422

　 ●

　V

TS S

yste

m　

Ⅰ 　

（G

ｐA

）　

●　

VTS T

rend

Ⅰ　

（G

ｐB

)

523

　 ●

　　

　　

　　

〃　

　Ⅱ

　 （G

ｐA

)　

　　

　　

　　

　●

　　

　　

〃　

　　

Ⅱ　

（G

pB)

624

725

826

　 ●

　V

TS S

yste

m　

Ⅰ　

　　

（G

ｐB

)　

●　

VTS T

rendⅠ

　（G

ｐA

)

927

　●

　　

　　

　〃

　　

　Ⅱ

　　

　（G

ｐB

)　

　　

　　

　　

　〃

　　

Ⅱ　

（G

ｐA

)

10

28

●

R

adar

　　

　　

　　

　　

　　

（G

pA） 　

　●

　A

udi

o, V

ideo a

nd

Oth

er

Senso

res　

（G

pB)

11

29

　 ●

　　

　〃

　　

　　

　　

　　

　　

（G

ｐB

)　

　　

　　

　　

〃　

　　

　　

　　

　　

　　

　　

　　

　 （

GpA

)

12

30

　●

　Tra

cki

ng

Sys

tem

Ⅰ　

（G

pA)

　●

　V

HF R

adio

and

AIS

　　

　　

　　

　　

　　

（G

ｐB

)

13

31

14

Augu

st 1

15

2 　

●　

Tra

cki

ng

Sys

tem

　Ⅰ

　　

（G

ｐB

)　

●　

VH

F R

adio

and

AIS

　（G

ｐA

)

16

3 　

●　

Tra

cki

ng

Sys

tem

　Ⅱ

　（G

pA)

●

C

om

munic

atio

n　

　　

（G

pB)

17

4 ●

Tra

cki

ng

Sys

tem

　Ⅱ

　（G

pB))

　●

C

om

munic

atio

n　

　　

（G

ｐA

)

18

5 ●

V

TS E

nvi

ronm

et　

Ⅰ　

19

6

20

7

21

8　

　　

T

rave

l　（Toky

o　

→　

Jak

arta

）

22

9　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　●

VTS E

nvi

ronm

et

　Ⅲ

　 ●

Ship

ping

Tra

ffic

, Tra

ffic

Char

acte

rist

ics　

Ⅰ

23

10

●

C

om

munic

atio

n　

　　

（G

pB)

　 ●

　　

　　

　　

〃　

　　

　　

　　

　　

　　

　　

　　

　　

　　

Ⅱ　

　　

　　

　　

　　

　　

　

24

11

　 ●

R

egu

lations

　

　　

　　

　Ⅰ

　

　　

　　

25

12

　 　

　　

　　

●　

　　

　　

　　

〃

　

Ⅱ

　 ●

　

　　

〃

　　

　　

　　

　　

　　

　　

　　

　　

　　

　Ⅱ

　　

　　

　　

　

26

13

　 ●

Q

uest

ions

and

Answ

ers

27

14

　　

T

rave

l （Jak

arta

　→

　Toky

o）

28

15

　　

　　

　　

　　

　　

Arr

ive a

t Toky

o

29

16

30

17

31

18

Arr

ive a

t Toky

o

N

ote

:　Tra

inees

will

be d

ivid

ed

into

tw

o g

roupe

s. G

pA, G

pB indi

cat

e t

he t

rain

ees

Gro

upe

　 　

　　

　　

●　

　C

ase S

tudy

(Em

erg

encie

s an

d Spe

cia

l Situat

ions

Ⅰ

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

Eva

luat

ion

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

Repo

t to

DG

ST

Tab

le 2

D

eta

iled

Scke

dule

for

the S

tage

1 (

Theoritical

Bas

ic V

TS S

tudy

)

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

Tra

vel ( Toky

o ⇒

Jak

arta

)

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　Tra

vel　

(Jak

arta

　→

Toky

o)

　　

　　

　　

　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　

A5-36

No,o

fD

ays

Dat

e

1M

arch 5

, 2011

　

Tra

vel to

Bat

am

2M

arch 6

Pre

para

tion f

or

the T

rain

ing

　　

　　

　　

　　

　　

Tra

vel to

Bat

am

37

48

　　

●　

　　

　　

　　

　　

　　

〃

59

　　

●　

　　

　　

　　

　　

　　

〃

610

　　

　　

　　

　　

　

711

　　

　　

　　

　　

　

812

　　

　　

　　

　　

　Tra

vel (F

rom

Bat

am t

o J

akar

ta)

　　

　　

　　

　　

　　　

　　

　　

　　

　　

　　

　Tra

vel to

Jap

an

913

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　　

　　

　　

　　

　　

　　

Arr

ive a

t Toky

o

10

14

　　

　Subm

issi

on o

f R

epo

rt t

o D

GST,　

Tra

vel to

Jap

an

11

15

　　

　　

　　

　　

　　

　　

　A

rriv

e a

t Toky

o

●　

Censo

r Site T

rain

ing,

Fie

ld S

urv

ey

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　●

　Q

uest

ions

and

Answ

ers

, Eva

luat

ion

　●

　　

　　

　　

〃

　

　　

　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　

●

P

ractice on R

adar

, Tra

cki

ng

Sys

tem

, A

udi

o.V

ideo C

enso

rs, P

ow

er

Supp

ly 　

　　

　　

　　

　●

　M

arin

e T

raffic

Char

acte

rs a

nd

ship

pin

g Tra

ffi,

Char

ts a

nd

A

ids

to N

avig

atio

n

　　

　　

Tab

le 3

Deta

iled S

chedule

for

the S

tage

2 (

Pra

ctical

Tra

inin

g)

Tra

iner

on E

quip

ment/

Fac

ilities

Tra

iner

on N

autical

Know

ledg

e

●

　

　　

〃

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　　

　

A5-37