HOME
PROJECT
AMANDIT
BATANG ANGKOLA
BAJULMATI
BATANG BATAHAN
BATANG TONGAR
JABUNG
KARAU
LAKITAN
LANANG
LEMAH ABANG
LEUWI GOONG
LODAN
MUKO MUKO
OKAK
PANTI RAO
SAPON
SIMODONG
WAY CURUP
WAY RAREM
Jl. Sultan Hassanudin No. 45 Kebayoran Baru
Jakarta Selatan Ph : 62 251
72796081 e-mail : ptsl2@cbn.net.id |
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A. Project Description
|
Item |
Description |
|
1.
Name of Project |
Batang Angkola Irrigation Sub-Project |
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2.
Location |
(1)
General Layout is shown in Figure A-1.
(2)
Project Location and Administration
·
Province : North Sumatra
·
District : South Tapanuli, and Mandailing Natal
·
Sub-district : Batang Angkola of South Tapanuli, and
Siabu of Mandailing Natal
435 km southeast of Medan city. |
|
3.
Objective |
(1)
To enhance rice production through water resources development
(2)
To increase the income of inhabitants in and around the project
area
(3)
To raise the farmers living standard
(4)
To increase employment opportunity in the area
(5)
To contribute to the development of the rural socio-economic
conditions |
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4. Type of Development |
(1)
Rehabilitation of existing main and secondary canals
(2)
New construction of irrigation and drainage systems
Intake weir: already constructed |
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5. Irrigation Development Area |
(1)
Whole project area : 7,963 ha
(2)
Target area under PTSL-II : 7,416 ha
The upstream area of 1,190 ha of the
sub-project is presently irrigated, out of which the irrigation
facilities for 547 ha is in good condition, and no improvement is
required. |
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6. Water Supply and Water Requirement |
(1)
Water source: Batang Angkola River
(2)
Available water supply: as shown in Table A-1
(3)
Irrigation water requirement: as shown in Table A-2
(4)
Design unit water requirement: 1.51 l/sec/ha. |
B. Contribution of the Project
to Water Resources/Irrigation Development
|
Item |
Description |
|
1. Necessity of the project |
Entering the 1990s the self-sufficiency of rice in Indonesia is facing a
crisis. Rice production is quite abnormal and irregular compared with
the 1980s. The average unit yield of rice stands stationary in the
1990s. The expansion of irrigation area lost momentum in the 1990s, and
the rice import resumed from 1994. Under such situation, the Government
has adopted a policy of food security and sustenance of self-sufficiency
in rice production.
The crop
intensity of paddy fields in Indonesia is as low as 119% that indicates
a possibility to expand the harvested area and thereby to increase the
rice production through the irrigation development. In 1999, there was
about 2.1 million ha of rain-fed paddy fields and 1.17 million ha of
upland paddy fields in Indonesia, for which the irrigated agriculture
can be efficiently introduced without major problems such as
transmigration, large-scale land development, social infrastructures,
etc.
In order to
promote the food security and sustenance of self-sufficiency in rice
production, the government is keen to implement the irrigation
development being effective for rice production, quick yielding and cost
effective
|
|
2. Beneficiary Area |
The socio-economic condition of the people in the project area is at the
subsistence level due to the limited income from agricultural
activities. The basic development constraint is the lack of irrigation
water.
The Batang Angkola intake weir, main canal in its upstream, and left
bank secondary canal (Ingul Jae secondary canal) in its upstream have
been constructed and serving irrigation for the area of 1,190 ha. The
irrigation facilities for 547 ha are in good condition, and then no
improvement is required. The remaining irrigation facilities will be
improved/constructed under PTSL-II.
With the project implementation, the principal benefit of the project is
as follows:
·
Increase of unit yield of crop by changing from rainfed
agricultural land to irrigated land |
C. Project Area
|
1. Water resources |
The irrigation water for Batang Angkola
sub-project is taken from the existing Batang Angkola intake weir in the
Batang Angkola River, having a catchment area of 630.5 km2 at
the intake site.
The average discharge, the maximum, and the
minimum (10 days basis) at the intake site are estimated to be 28.2 m3/sec,
93.5 m3/sec and 6.0 m3/sec, respectively.
The river discharge is sufficient for the
whole Batang Angkola Irrigation Sub-project area of 7,963 ha with a
cropping pattern of paddy-paddy (annual cropping intensity of 200 %).
|
|
2. Land use |
The present land use is as shown below.
·
Irrigated paddy field (village
irrigation): 1,190 ha
·
Rain-fed paddy field: 4,803 ha
·
Upland crop area: 642 ha
·
Mixed agriculture area: 467 ha
·
Coconut/palm tree area: 314 ha
Total
7,416 ha
Tertiary systems have been provided for 1,190
ha.
New tertiary systems for rainfed area of
4,803 ha are required.
Land development inclusive of tertiary
systems for the area of 1,423 ha (upland of 642 ha, mixed agriculture
area of 467 ha, and plantations of 314 ha) is required.
The land development area of 1,423 ha in
total is scattered and separated into small patches, and then the sizes
of each location are less than 200 ha. According to the Government
regulation, no EIA is required for such small lots of land.
|
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3. Institutional set-up |
There is no water users association
established yet in the simple irrigation area. |
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4. Environmental issues |
·
The construction work for
Batang Angkola diversion weir was completed in 1997 therefore the weir
site does not require land acquisition.
·
The sub-project area is already
a managed agricultural area, and there will be no significant change in
landscape. The area is one in which the flora and fauna have adapted to
a managed agricultural system.
·
There is no major negative
environmental impact because there will be no major change on the
existing landscape, no loss on historical, cultural and religious sites.
|
D. Project Scope
|
|
Item |
Scope of Work |
|
1. |
Main Irrigation Canal System |
|
|
|
(1) Rehabilitation of existing main canal |
3.08 km |
|
|
(2) Rehabilitation of existing secondary
canal |
4.0 km |
|
|
(3) Construction of main irrigation canal
|
17.58 km |
|
|
(4) Construction secondary irrigation canals
|
|
|
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Siabu secondary
canal |
9.02 km |
|
|
Ingul Jae secondary
canal |
4.47 km |
|
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Tanah Tiris
secondary canal |
9.30 km |
|
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Parmonangan
secondary canal |
5.63 km |
|
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Huta Pardomuan
secondary canal |
2.20 km |
|
|
Sibaruang secondary
canal |
10.31 km |
|
|
Hutaraja secondary
canal |
3.08 km |
|
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Kapesong secondary
canal |
1.16 km |
|
|
Simangambat I
secondary canal |
1.13 km |
|
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Simangambat II
secondary canal |
0.84 km |
|
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Siabu Kecil
secondary canal |
0.92 km |
|
|
Bonandolok secondary
canal |
1.02 km |
|
|
Tangga Bosi
secondary canal |
2.31 km |
|
|
Sinonoan I secondary
canal |
4.13 km |
|
|
Sinonoan II
secondary canal |
3.21 km |
|
|
Sijunte secondary
canal |
2.40 km |
|
|
Sisoma secondary
canal |
3.34 km |
|
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Lumban Ratus
secondary canal |
4.14 km |
|
|
Huraba secondary
canal |
3.30 km |
|
|
(5) Construction of irrigation canal related
structures |
|
|
|
Off-take/division
structure |
68 nos. |
|
|
Measuring structure |
3 nos. |
|
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Irrigation Culvert |
5 nos. |
|
|
Bridge |
3 nos. |
|
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Aqueduct |
6 nos. |
|
|
Drain Culvert |
39 nos. |
|
|
Drain Pipe |
19 nos. |
|
|
Drop |
89 nos. |
|
|
Foot bridge |
7 nos. |
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2. |
Drainage Canal System |
|
|
|
(1) Construction of main drainage canal |
46.0 km |
|
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(2) Construction of secondary drainage canals
(32 canals) |
109.59 km |
|
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(3) Construction of drainage canal related
structures |
|
|
|
Bridge |
nos. |
|
|
Culvert |
nos. |
|
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Drain inlet |
nos. |
|
|
Foot bridge |
nos. |
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3. |
On-farm System |
|
|
|
(1) Tertiary canal system |
4,803 ha |
|
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(2) Land development
including tertiary canal system |
1,423 ha |
After review and finalization
of the existing design, the following project works were increased from the
original:
(1) Increase of Target
Area
By reassessment of existing irrigation area and new development area, the
target area is increased to 7,416 ha from 7,221 ha.
(2) New Requirement of
Land Development of 1,423 ha
The land development is newly required.
(3) Increase of
Drainage Canal Improvement
Along both banks of the Batang Angkola River, the ill-drainage condition
prevails. To improve the ill-drainage condition, the drainage canal
improvement is increased to 155 km from the original drainage improvement of
45 km.
E. Impleentation Schedule
The implementation
schedule of the project is presented as follows:


(1) The civil
work of the main irrigation and drainage systems will commence in December
2004 and be completed in November 2007 for a construction period of 36
months.
(2) The civil
work of the tertiary system and land development will commence in March 2005
and be completed in February 2007 for a construction period of 24 months.
F. Organization and
Management Structure
|
Item |
Description |
|
1. Executing Agency |
Directorate General of Water Resources,
Ministry of Settlement and Regional Infrastructure |
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2. Implementation Management |
Implementation of Batang Angkola
Irrigation Sub-project is managed by the sub-project manager of Batang
Angkola Irrigation Sub-project/Bag-Pro Wilayah V, Proyek Irigasi Rawa
Andalan Sumatra Utara. |
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3. Monitoring and Management |
·
At the sub-project level,
the sub-project manager will monitor and control physical and financial
progress of the project work under the guidance of the North Sumatra
Irrigation Project Manager and the Chief of Provincial Water Resources
Services.
·
At the central level,
Directorate of Water Resources in Western Region (DWRW) is responsible
for monitoring the progress of the project. DWRW will report the
progress to Directorate of Technical Guidance (DTG).
·
DTG will compile the
information together with other sub-projects information to prepare the
progress report to JBIC.
The organization and management
structure of the project implementation is as per attached in Figure
G-1. |
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4. Payment Procedure and Monitoring of
Financial Progress |
·
Direct payment is applied
to the civil work contractors.
·
Any payment will be
processed with the confirmation of the contents of invoices by the PTSL-II
consultant.
The flow chart of payment and monitoring
procedure for financial progress is as per attached in Figure G-2.
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II. Organization of Operation
and Maintenance
Appropriate operation and maintenance activities by Water Users’
Associations will be incorporated in O&M of the project through the
formation and empowerment of the WUAs on the basis of the Government
Regulation of Irrigation Turnover (PKPI). |
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