TABLE OF CONTENTS - Indonesia Infrastructure Finance

Transcription

TABLE OF CONTENTS
TABLE OF CONTENTS ...................................................................................................... i
LIST OF TABLES .............................................................................................................. iii
LIST OF FIGURES ........................................................................................................... vii
CHAPTER I
1.1
BACKGROUND ...................................................................................... I-1
1.2
Objective and Benefit of The Project ...................................................... I-2
1.3
LAW AND REGULATION ....................................................................... I-2
1.4
POLICY ON IMPLEMENTATION OF
ENVIRONMENTAL MANAGEMENT ...................................................... I-7
CHAPTER II
PROJECT PLAN ................................................................................... II-1
2.1
Identity of Initiator and Author................................................................ II-1
2.1.1 Identity of Initiator ..................................................................... II-1
2.1.2 Identity of Author/Consultant .................................................... II-1
2.2
DESCRIPTION OF PROJECT PLAN .................................................... II-2
2.2.1 Suitability of the Project with Its Surrounding Land .................. II-2
2.2.2 Description of project................................................................ II-2
2.2.2.1
Technical Plan of the project................................... II-2
2.2.2.2
Stages of Development .......................................... II-8
2.3
LINKAGE OF THE PROJECT WITH OTHER
PROJECTS IN SURROUNDING AREAS............................................ II-32
CHAPTER III
EIA
INTRODUCTION .................................................................................... I-1
DESCRIPTION OF ENVIRONMENTAL CONDITIONS ....................... III-1
3.1
PHYSICAL AND CHEMICAL COMPONENTS ..................................... III-1
3.1.1 Climate .................................................................................... III-1
3.1.2 Physiography and Geology ..................................................... III-9
3.1.3 Hydrology .............................................................................. III-22
3.1.4 Hydrogeology ........................................................................ III-28
3.1.5 Space, Land and Soil ............................................................ III-35
3.2
BIOLOGICAL COMPONENTS ........................................................... III-45
3.2.1 Land Flora ............................................................................. III-45
3.2.2 Land Fauna ........................................................................... III-47
3.2.3 Water Biota............................................................................ III-56
3.3
ECONOMIC SOCIAL AND CULTURAL COMPONENT..................... III-61
3.3.1 Population.............................................................................. III-61
3.3.2 Social Economy..................................................................... III-74
3.3.3 Problems in the Area around the planned Toll Road............. III-82
3.4
CONDITION OF FACILITIES AND
INFRASTRUCTURE......................................................................... III-100
3.5
COMPONENTS OF PUBLIC HEALTH............................................. III-115
3.6
SUMMARY ....................................................................................... III-118
i
CHAPTER IV
4.1
SCOPING RESULT ..............................................................................IV-1
4.2
SCOPE OF STUDY AREA ...................................................................IV-2
CHAPTER V
EIA
SCOPE OF STUDY ..............................................................................IV-1
FORECASTING IMPORTANT IMPACTS .............................................V-1
5.1
IMPACT FORECASTING ......................................................................V-1
5.1.1 Pre-Construction Phase ...........................................................V-1
5.2
Construction Phase ...............................................................................V-5
5.2.1 Impacts on Physical-Chemical Components ............................V-5
5.2.2 Biological Environment Components......................................V-29
5.2.3 Components of Public Health .................................................V-42
5.2.4 Post-Construction Stage.........................................................V-43
5.2.4.1
Components of Physical-Chemical Environment..V-43
5.2.4.2
Component of Social Environment, Economy
and Culture ...........................................................V-57
5.3
SUMMARY ..........................................................................................V-61
ii
LIST OF TABLES
Table II.1
Table II.2
Table II.3
Table II.4
Table II.5
Table II.6
Table II.7
Table II.8
Table II.9
Table II.10
Table II.11
Table II.12
Table II.13
Table II.14
Table II.15
Table II.16
Table II.17
Table II.18
Table II.19
Table II.20
Table II.21
Table II.22
Table II.23
Table II.24
Table II.25
Table II.26
Table II.27
Table II.28
Table III.1
Table III.2
Table III.3
Table III.4
Table III.5
Table III.6
Table III.7
Table III.8
Table III.9
Table III.10
Table III.11
EIA
EIA Team.......................................................................................... II-1
Administrative Boundaries of the Project.......................................... II-2
Technical Data of the Project............................................................ II-5
Development Schedule of Cikampek-Palimanan Toll Road ............. II-9
Land Use of Acquisitioned Land ..................................................... II-10
Estimated number of workers for the Cikampek-Palimanan
Toll Road Development .................................................................. II-12
Equipment Needs for Base Camp Construction ............................. II-13
Material Requirements.................................................................... II-14
Excavation and Embankment Work................................................ II-15
Location of Quarry, Borrow Pit and Disposal Area ......................... II-16
List of Crossing Drainage on Section I Kab. Purwakarta................ II-14
List of Crossing Drainage on Section I Kab. Subang...................... II-15
List of Crossing Drainage on Section II Kab. Subang..................... II-16
List of Crossing Drainage on Section III Kab. Subang.................... II-17
List of Crossing Drainage on Section III Kab. Indramayu ............... II-18
List of Crossing Drainage on Section IV Kab. Indramayu............... II-19
List of Crossing Drainage on Section IV Kab. Majalengka ............. II-19
List of Crossing Drainage on Section V Kab. Majalengka .............. II-20
List of Crossing Drainage on Section VI Kab. Majalengka ............. II-21
List of Crossing Drainage on Section VI Kab. Cirebon ................... II-22
Location of Bridges ......................................................................... II-23
Location and Type of Crossing Road Construction ........................ II-25
Location of People Crossing Bridge (JPO) ..................................... II-28
Location of Rest Area ..................................................................... II-29
Result of Air Quality Measurement in the Project Location ............. III-3
Noise Measurement Result in the Project Location......................... III-5
Measurement Result of Surface Water/ River in the Project
Location ........................................................................................... III-6
Measurement of Clean Water in the Project Location ..................... III-8
Mophology along the planned Toll Road ......................................... III-9
Geolofical Formation Age Surrounding the Project Location......... III-12
Rivers Cut by TheToll Road Project .............................................. III-25
Key Regions (Prominent Regions) in West java Province............. III-37
Existing Land Use in the Regency Surrounding Project Plan........ III-40
Existing Land Use Along The Project Plan .................................... III-40
Types of Cultivated Plants ............................................................. III-47
iii
Table III.12
Table III.13
Table III.14
Table III.15
Table III.16
Table III.17
Table III.18
Table III.19
Table III.20
Table III.21
Table III.22
Table III.23
Table III.24
Table III.25
Table III.26
Table III.27
Table III.28
Table III.29
Table III.30
Table III.31
Table III.32
Table III.33
Table III.34
Table III.35
Table III.36
Table III.37
Table III.38
Table III.39
Table III.40
Table III.41
Table III.42
Table III.43
Table III.44
Table III.45
Table III.46
Table III.47
Table III.48
Table III.49
Table III.50
EIA
Trees and Shrubs in the Project Location Area ............................. III-50
Fauna Composition in the Project Area ......................................... III-54
Plankton and Bentos In the Project Area....................................... III-57
Demography Conditions of Subang Regency Surrounding
Project Area ................................................................................... III-63
Demography Conditions of Purwakarta Regency
Surrounding Project Area .............................................................. III-64
Demography Conditions of Indramayu Regency Surrounding
Project Area ................................................................................... III-65
Demography Conditions of Cirebon Regency Surrounding
Project Area ................................................................................... III-65
Demography Conditions of Majalengka Regency
Surrounding Project Area .............................................................. III-66
Job Seeker Based on Its Education in 2006.................................. III-68
Paddy Field in Cirebon .................................................................. III-75
Paddy Field in Subang................................................................... III-76
Paddy Field in Purwakarta............................................................. III-78
Aquaculture and Fisheries in Cirebon............................................ III-79
Fishery Production in Majalengka (Ton) ........................................ III-80
Type of Job of Respondent............................................................ III-87
Respondent’s Monthly Income ...................................................... III-88
Respondent’s Education................................................................ III-88
Land Ownership Status ................................................................. III-89
Access to the Workplace ............................................................... III-89
Housing Status .............................................................................. III-90
Type of Housing............................................................................. III-90
Source of Lighting.......................................................................... III-90
Source of Clean Water .................................................................. III-90
Toilet .............................................................................................. III-91
Safety and Security........................................................................ III-91
Land Conflicts ................................................................................ III-92
Knowledge of Toll Road Development .......................................... III-92
Suitable Media for Socialization of the Project .............................. III-94
Perception towards Toll Road Development Plan ......................... III-94
Perception towards Land Acquisition for Toll Road
Development.................................................................................. III-95
Kinds of Compensation.................................................................. III-97
Process of Compensation.............................................................. III-97
Perception on the Impact of the Project to the Livelihood ............. III-98
Perception on the Impact of The Project to the Employment
Opportunities ................................................................................. III-99
Perception on the Impact of The Project to the Environment ........ III-99
Bus Routes Around The Project Location.................................... III-102
Type of Road in West Java and Central Java ............................. III-104
Traffic Volume.............................................................................. III-105
Analysis of V/C Ratio in West Java Province Roads ................... III-106
iv
Table III.51
Table III.52
Table III.53
Table III.54
Table III.55
Table III.56
Table III.57
Table III.58
Table IV.1
Table V.1
Table V.2
Table V.3
Table V.4
Table V.5
Table V.6
Table V.7
Table V.8
Table V.9
Table V.10
Table V.11
Table V.12
Table V.13
Table V.14
Table V.15
Table V.16
Table V.17
Table V.18
Table V.19
Table V.20
Table V.21
Table V.22
Table V.23
Table V.24
Table V.25
Table V.26
EIA
Travel Time and Delay (TTD) ...................................................... III-107
Analysis of Traffic Count in Existing Road in Cikampek
Palimanan.................................................................................... III-108
EMP Value on Each Surveyed Road........................................... III-109
Toll Road Potential Based on ADT .............................................. III-109
LHR and Percentage of Through Traffic, from and to
Palimanan.................................................................................... III-110
Public Utilities .............................................................................. III-111
Locations of Gas Pipelines that Cross the Toll Road .................. III-115
Summary of Enviornmental Conditions of each Section of
the Toll Road ............................................................................... III-120
Administration Boundaries of The Project .......................................IV-3
Estimated Maximum Concentration (ug/m3) Due to
Mobilization Activities At 77 m distance............................................V-6
Basecamp Operation Activities At 77 m distance .............................V-7
Subgrade Preparation Activities At 77 m distance............................V-7
Excavation and Embankment Activities At 77 m distance ................V-8
Estimated Maximum Concentration (ug/m3) Due to Road
Works Activities At 77 m distance.....................................................V-9
Estimated Maximum Concentration (ug/m3) Due to Bridge
Works Activities At 77 m distance...................................................V-10
Impacts of Air Pollution ...................................................................V-12
Estimated Noise of Heavy Equipment at 15m Distance .................V-19
Measurement Result From Each River...........................................V-22
TSS level Produced (C3) on each water bodies.............................V-23
Estimated Additional Volume of Vehicle Trip..................................V-39
Air Quality Improvement in .............................................................V-48
Improvement of Noise Cikampek-Kalijati Section...........................V-53
Improvement of Noise Kalijati-Subang Section ..............................V-54
Improvement of Noise Subang-Cikedung Section..........................V-54
Improvement of Noise Cikedung-Kertajati Section .........................V-54
Improvement of Noise Kertajati-Sumberjaya Section .....................V-54
Improvement of Noise Sumberjaya-Palimanan Section .................V-55
Traffic Volume Projection................................................................V-60
Summary of Impact Occurred During Pre-Construction Stage
For Each Section ............................................................................V-64
Summary of Impact Occurred During Construction Stage For
Each Section...................................................................................V-65
v
Table V.27
EIA
Ringkasan Jenis Dampak Yang Timbul Pada Tahap Pasca
Konstruksi Di Setiap Section Sepanjang Trase Jalan Tol .............V-71
vi
LIST OF FIGURES
Figure II.1
Figure II.2
Figure II.3
Figure II.4
Figure II.5
Figure II.6
Figure III.1
Figure III.2
Figure III.3
Figure III.4
Figure V.1
Figure V.2
Figure V.3
Figure V.4
Figure V.5
Figure V.6
Figure V.7
EIA
Typical Cross Sectional Cut of Cikampek – Palimanan Toll
Road ................................................................................................. II-6
Portal for protection of gas pipeline .................................................. II-7
Bore Pile Construction Method .......................................................... 24
Footing / Foundation Method .............................................................. 25
Installation of Scaffolding Column and Pier Head ................................ 26
Girder Beam Installation Method ......................................................... 27
Topographical Conditions in the Project Location ......................... III-10
Flood Embankment in The Vicinity of the project .......................... III-21
Map of River Basin Around The Project Location.............................. 24
Hidrogeology Map Along The Project Location ............................. III-36
Estimated Air Qualities in Sadang-Kalijati Section 2015 ................V-44
Estimated Air Qualities in Kalijati-Subang Section 2015 ................V-45
Estimated Air Qualities in Subang-Cikedung Section 2015............V-45
Estimated Air Qualities in Cikedung-Kertajati 2015 ........................V-46
Estimated Air Qualities in Kertajati-Sumberjaya 2015 ....................V-46
Estimated Air Qualities in Sumberjaya-Palimanan 2015 ................V-47
Estimated Noise During Operational Stage ....................................V-53
vii
CHAPTER I
INTRODUCTION
1.1
BACKGROUND
Cikampek-Palimanan Toll Road is an alternative way to provide an efficient highway
transportation system with a high level of service to support national economic
growth, while supporting the realization of the Trans-Java road network.
Externally, the road network in the Pantura region is part of the planned Trans-Java
road network connecting Sumatra, Java and Bali, which serves to accommodate the
flow of goods and people between the islands. In the intra-region context, the
existence of the northern road network which is supported by the provincial road
network indicates the spatial relationship between the city and the growth of existing
centers. So according to the physical condition of this territory, expanding the road
network patterns will affect the development of towns along the northern coast
region. Therefore, to support the accessibility of goods and people an alternative to
the construction of the highway is needed.
The Government of the Republic of Indonesia through the Toll Road Regulatory Body
(BPJT) and Department of Public Works in collaboration with investor PT. Lintas
Marga Sedaya, seeks the realization of Cikampek-Palimanan toll road - which
connects Purwakarta, Subang, Majalengka, Cirebon, and Indramayu along ± 116.4
km.
Realizing that any construction activities will not only have positive effect impacts on
the growth and development of national and regional economic development, but
also will have negative influences (impacts) on the conservation of nature and the
environment, and in accordance with environmentally sound development policies as
regulated by Law no. 23, 1997 on Natural Environmental Management and
Government Regulation no. 27 of 1999 concerning Environmental Impact
Assessment, environmental management is necessary to be completed.
Based on the Decree of the Minister of Environment No. 11 of 2006 on Types of
Business Plan and / or Activity which must be Equipped With an Environmental
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Impact Analysis, which for this type is highway infrastructure activities, the CikampekPalimanan Toll Road Development plan along +116 km must be accompanied by an
Environmental Impact Assessment Study (EIA).
In addition to the abovementioned, Environmental Impact Assessment Study (EIA)
also refers to the decisions of the Minister of Environment No. 8 Year 2006 on
Guidelines for Preparing Environmental Impact Assessment, which includes the
Terms of Reference for Environmental Impact Analysis (KA-ANDAL), Environmental
Impact Assessment (EIA), Environmental Management Plan (RKL), Environmental
Monitoring Plan (RPL), and Executive Summary.
1.2
OBJECTIVE AND BENEFIT OF THE PROJECT
The objective of the Cikampek-Palimanan Toll Road Development Project is as an
alternative to providing an efficient transport system to support national economic
growth.
The Benefit of the project is to facilitate the movement of traffic and goods as well as
residents from Java to Sumatra and support functions of the external road network of
the northern region in order to accommodate the movement of goods and services
across the provinces, as well as to support the development of cities in West Java
Province.
1.3
LAW AND REGULATION
Legislation used in the EIA Study include :
a.
Law
1. Law of the Republic of Indonesia No. 5 of 1960, about Agrarian
Affairs. As a reference to determine the type of land for land
acquisition.
2. Law of the Republic of Indonesia No. 1 of 1970 on Labor. As a
reference in the recruitment of labor.
3. Law of the Republic of Indonesia No. 5 of 1990, about the
conservation of Natural Resources and Ecosystems. As a benchmark
for environmental management.
4. Law of the Republic of Indonesia Number 23 of 1997 on
Environmental Management. As a benchmark for environmental
management.
EIA
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5. Law of the Republic of Indonesia No. 25 of 1999 on Financial Balance
between Central and Local Government. As a benchmark for
environmental
management
according
to
their
respective
responsibilities.
6. Law of the Republic of Indonesia Number 17 of 2004, on Water
Resources. As a reference for water resource conservation.
7. Law of the Republic of Indonesia Number 32 of 2004 on Regional
Government. As a benchmark for environmental management
according to their respective responsibilities.
8. Law of the Republic of Indonesia Number 36 of 2004, on Roads. As a
benchmark for environmental management relating to the geometric
design of the road.
9.
Law of the Republic of Indonesia No. 26 of 2007 on Spatial Planning.
As a reference in the implementation of environmentally sound
development. b.
Government Regulation
1. Indonesian Government Regulation No. 6 of 1988, on Vertical
Coordination Agency Activities in the Region. As a reference in the
implementation of land acquisition.
2. Indonesian Government Regulation No. 35 of 1991, on Rivers. As a
reference for the management of surface water environments.
3. Indonesian Government Regulation No. 69 of 1996, on the
Implementation of the Rights and Obligations and Forms and
Procedures for Public Participation in Spatial Planning. As a reference
for development by involving the community.
4. Indonesian Government Regulation Number 18 of 1999, regarding
Management of Hazardous and Toxic Wastes. As a reference in
environmental management.
5. Indonesian Government Regulation No. 27 of 1999, concerning
Environmental Impact Analysis. As a reference in the preparation of
EIA documents.
6. Indonesian Government Regulation No. 41 of 1999, concerning
Control of Air Pollution. As a national reference for air quality
management.
7. Indonesian Government Regulation No. 25 of 2000, the Government
Authority and Provincial Authority as Autonomous Regions. As a rule
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for authorities in West Java Provincial Government.
8. Indonesian Government Regulation No. 82 of 2001, regarding
Management of Water Quality and Water Pollution Control. As a rule
for the National Water Quality Management.
9. Indonesian Government Regulation Number 16 of 2004, regarding
Land Stewardship. As a rule for determining the type of land.
10. Indonesian Government Regulation No. 15 of 2005, on Toll Roads. As
a reference for the implementation of toll road development. c.
Presidential Decree
1. Decree of the President of the Republic of Indonesia Number 32 of
1990, on the Management of Protected Areas. As a rule for
conservation management of protected areas.
2. Decree of the President of the Republic of Indonesia No. 05 year 1992
concerning Land Acquisition. As a reference in land acquisition.
3. Decree of the President of the Republic of Indonesia No. 75 of 1993,
on the coordination of National Spatial Management. As a reference
for implementation of environmentally sound development.
4. Decree of the President of the Republic of Indonesia No. 36 Jo. No.
65, 2006 on Land Procurement for Implementation of Development for
Public Interest. As a reference in land acquisition. d.
Ministerial Regulation
1. Regulation of the Minister of Health Republic of Indonesia Number:
4167 MENKES / PER / IX / 1990, on Terms of Water Quality
Monitoring. As a rule of Water Management.
2. Public Works Ministerial Decree No. 779/KPTS/1990 Rl, on Technical
Guidelines for EIA Field Road and Bridge. As a reference for
preparation of environmental impact documents.
3. Decision of the National Land Agency Number: 02 of 1990,
concerning Permit Location. As a reference for implementation of the
development.
4. Head of Bapedal Decision No. 056 of 1994, on Guidelines Regarding
Impacts Size Importance. As a reference for preparation of EIA
documents.
5. Decree of the Minister of Public Works Rl Number: 56/KPTS/1995, the
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EIA Procedure Guide Department of Public Works. As a reference for
preparation of EIA documents.
6. Decree of the Minister of Environment / Head of Bapedal Number:
KM-48/MENLH/11/1996, about Raw Noise Level. As a reference in
environmental management of noise.
7. Decree of the Minister of Environment Number: KEP-299/11 / 1996.
Technical Guidelines Review Social Aspects In the preparation of
Environmental Impact Assessment. As a reference preparation of
environmental impact of social aspects.
8. Decree of the Minister of Environment Number Kep-45/MENLH /
10/1997, regarding Air Pollution Standard Index. As a national
reference for air quality management.
9. Decree of the Minister of Environment Number: KEP-124/11 / 1997.
Technical Guidelines Review of Public Health Aspects of the
Preparation of Environmental Impact Assessment. As reference for
the preparation of the EIA documents for societal health aspects.
10. Decree of the Head of Environmental Impact Management Agency
Number Kep-107/KABAPEDAL/11/1997, Technical Guidelines for
Calculation and Reporting and Information Air Pollution Standards
Index. As a benchmark for environmental management.
11. Decree of the Minister of Environment Number. 41/1999 on Air
Pollution Control.
12. Decree of the Minister of Environment No. 2 of 2000, the EIA
Document Assessment Guide. As a reference for preparation of EIA
documents.
13. Decree of the Head of Environmental Impact Management Agency:
Number 08 of 2000, regarding Community Involvement and
Information Disclosure in Environmental Impact Analysis Process. As
a reference in execution of socialization.
14. Decree of the Head of Environmental Impact Management Agency
No. 40 of 2000, concerning Guidelines for Administration of EIA
Appraisal Commission. As a reference for environmental impact
assessment document.
15. Decree of the Minister of Environment No. 41 year 2000, on
Guidelines for Establishment of Commission for EIA Appraisal District.
As a reference for the Assessment Team.
16. Decree of the Minister of Environment Number. 45/2005 on Guidelines
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for Preparation of Consolidated RKL and RPL.
17. Decree of the Minister of Public Works 295/PRT/M Rl No. 2005, on
the Toll Road. As a reference preparation of the EIA document.
18. Decision of the Minister of Public Works no. 369/KPTS/M/2005,
General Plan of the National Road Network. As a benchmark to
determine the classification of the road.
19. Regulation of the Minister of State for Environment, No: 8 of 2006,
concerning Guidelines for Preparation of Environmental Impact
Assessment. As a reference for preparation of EIA documents.
20. Regulation of the Minister of State for Environment, No: 11 of 2006,
concerning Types of Business and / or activities, which are to be
equipped with a Mandatory Environmental Impact Assessment. As
reference for the preparation of EIA documents.
e.
Provincial and Local Regulation
1. West Java Provincial Regulation No. 3 of 1988 on Taking Control of
Ground Water, Surface Water and Sewerage. As a benchmark for
environmental management.
2. West Java Provincial Regulation No. 12 of 1989 on the Procedure of
Setting Water. As a benchmark for environmental management.
3. Local Regulation of the Province of West Java No.1 of 1990 on
Environmental Management in the Province of West Java. As a
benchmark for environmental management.
4. Governor Decree No level I West Java. 38 of 1991 on Water
Appropriation and Water Quality on Water Resources in West Java.
As a benchmark for environmental management.
5. West Java Governor Decree No. 38 of 1993 on Regulation of the Use
of Roads. As a reference in execution of development.
6. West Java Governor Decree No. 17 of 1993 on Attraction and traffic
generation. As a reference pattern of traffic movement.
7. West Java Governor Decree Number: 620/Kep.184-Sarek/2008,
concerning Amendment to Decree No. 620/Kep.538-Sarek/2006
Governor of West Java, on determiniation of Cikopo - Palimanan Toll
Road Construction Location (SP2LP)
8. West Java Governor Decree No. 18 Year 1993 on Implementation of
Traffic Control Equipment. As a reference for traffic regulation.
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9. West Java Provincial Regulation No. 15 of 1994 Concerning the
Regional Road Traffic in West Java Province. As a rule of traffic
planning.
10. West Java Governor Decree No. 21 of 2001 on Road Use Regulation.
As a guideline for traffic planning.
11. West Java Provincial Regulation No.2 of 2003 on spatial planning in
West Java 2010. As a guideline for construction in the province of
West Java.
12. West Java Provincial Regulation No. 8 year 2005 concerning Border
Water Resources. As a reference for the environmental management
of rivers.
13. West Java Provincial Regulation No.2 of 2006 on the Management of
Protected Areas. As a rule for protected area management.
14. Decision of Head of BPN (National Land Agency) Regulation. 3 / 2007
concerning
Land
Procurement
for
Implementation
of
Public
Development.
1.4
POLICY ON IMPLEMENTATION OF ENVIRONMENTAL
MANAGEMENT
The Development Policy of the Palimanan-Cikampek toll road is based on
environmentally-sound principles, to achieve sustainability and provide guarantees
for present and future. This is contained in PROPERNAS and the Law of
Environmental Management, which among others states that the Indonesian people
want harmonious relationship between man and God, between human beings, and
with the surrounding environment.
Based on spatial planning (RTRW) in West Java Province, it has been confirmed that
the construction / development of the region around the northern highways and roads
must take into account that the growth of the road must not interfere with:
• The smooth flow of goods and services
• Aesthetics (beauty) and architecture
• Environment.
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CHAPTER II
PROJECT PLAN
2.1
IDENTITY OF INITIATOR AND AUTHOR
2.1.1
Identity of Initiator
Company Name
:
PT. LINTAS MARGA SEDAYA
Person In-charge
:
CEO of PT. Lintas Marga Sedaya
Address
:
Jalan Cibitung III No. 34 Kebayoran Baru,
Jakarta Selatan, Telp. 021-7245870
Fax.
021-7222436
2.1.2
Identity of Author/Consultant
Author/consultant of the Environmental Impact Assessment for the
Cikampek-Palimanan Toll Road Development is as follows:
Company Name
:
PT. Perentjana Djaja
Person In-Charge
:
CEO of PT. Perentjana Djaja
Address
:
Wisma Pede Lantai 4
Jl. MT. Haryono Kav. 17, Jakarta Selatan
Telp. 021-8290442 Fax. 021-8297124
The composition of the complete team in this EIA Study of the Cikampek-Palimanan
Toll Road Development is given in Table II.1.
Table II.1
No.
EIA Team
Position
Name
Expertise
1
Team Leader, Environment Expert
Ir. M. Waladi
Road Network Expert, Amdal-B
2
Transportation Expert
Ir. Dwi Endro BW
Road Network Planning Expert
3
Urban and regional Planning Expert
Ir. Maskur
Urban and Regional Expert
4
Socioeconomic Expert-1
Drs. Edwir Irfan, Msi
Socioeconomic analyst, Amdal-A
5
Socioeconomic Expert-1
Ir. Witono
Socioeconomic analyst, Amdal-A
6
Chemistry-Physics Expert
Ir. Sri Sukaeni
Chemical-Physical Analyst, Amdal -B
7
Biology Expert
Dra. Yuli Hastuti
Biology Analyst, Amdal-B
8
Hydrology and Drainage Expert
Ir. Bambang HS
Hydrology Expert
9.
Geology Expert
Ir. Wisoko
Geology Expert
EIA
II-1
10. Public Health Expert
dr. Rina Kurniasri, Mkes
Public Health Expert
2.2
DESCRIPTION OF PROJECT PLAN
2.2.1
Suitability of the Project with Its Surrounding Land
Based on the West Java Governor Decree Number: 620/Kep.184-Sarek / 2008, on
Amendment to the West Java Governor Decree No. 620/Kep.538-Sarek/2006,
concerning Determination of Cikopo - Palimanan Highway Construction Site
(SP2LP), the plan for the Cikampek-Palimanan toll road alignment location is in
accordance with the 2003 - 2010 spatial planning of West Java province and revised
master plan for West Java province (Perda no.3 of 1994). The route of this highway
will go through several diverse land types, namely: rice irrigation (27.7%), plantation
(4.41%), forest (17.64%), shrubs (15.39%), vacant land (15.18%), rain-fed rice fields
(8.79%), fields (5.86%) and housing (4.96%). Areas of Perhutani-owned forest and
plantation areas can be seen in the appendix.
Location of the Palimanan Cikampek Toll Road alignment based on its administration
area can be seen in Table II.2, while the Cikampek Palimanan Toll Road Plan
Location Map is in Figure 2.1.
2.2.2
Description of project
2.2.2.1 Technical Plan of the project
1. Technical Specification of the Project
Technical data based on data and detailed project engineering design (DED) can be
seen in Table II.3, while the cross section of the highway is presented in Figure 2.2.
Table II.2
No.
Administrative Boundaries of the Project
Regency
Sub-district
Bungursari
1.
Purwakarta
Cempaka
Cibatu
EIA
Village
Cikopo
Cinangka
Cimahi
Cisaat
Kertamukti
Karyamekar
Section
Division
Section 1 to
Section 6
STA 91+350
II-2
No.
Regency
Sub-district
Pabuaran
Cipeundeuy
Kalijati
Purwadadi
Pagaden
2.
Subang
Subang
Cipunagara
Cibogo
Gantar
3.
Indramayu
Trisi
Village
Cipasungsari
Karangmukti
Wantilan
Sawangan
Marangemang
Batusari
Kaliangsana
Wanakerta
Balingbing
Sumurgintung
Gembor
Jabong
Sukamelang
Cisaga
Wanasari
Cibogo
Pada Asih
Sumur Barang
Bantar Waru
Sanca
Cikedung/Cikawung
Section
Division
Section 1 to
Section 6
Section I
Length 27.05 km
STA 118+400
Section II
Length 11.200 K
STA 129+600
Section III
Length 28.700
Km
STA 158+300
Kertajati
Dawuan
Jatiwangi
4.
Majalengka
Lingung
Palasah
Mekarjaya
Palasah
Sukawana
Kertawinangun
Pasir Malati
Balida
Mandapa
Jatiwangi
Surawangi
Jatisura
Ciborelang
Beusi
Tegal Aren
Cisambeng
Sumberjaya/Majasuka
Section IV
Length 18.900
Km
STA 177+200
Section V
Length 16.100
Km
STA 193+300
Sumberjaya
Ciwaringin
5.
Cirebon
Gempol
Palimanan
Bongas Kulon
Bongas Wetan
Panjalin Lor
Panjalin Kidul
Budursora
Babakan
Ciwaringin
Galagamba
Kedung Bunder
Kempek
Pegagan
Section VI
Length 14.450
Km
STA 207+350
Source: Measurement of FED team, 2007
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II-3
Table II.3
No.
Technical Data of the Project
Component
Technical Data
The length of Cikampek-Palimanan Toll Road is ± 116,4 Km which consists of :
Section I, STA 91+350 s/d STA118+400
a. Main Road :
ROW
:
60 m
Length of road
:
27.05 km
Width of lanes
:
2 x (2 x 3.60) m
Outer shoulder width
:
2 x 3.00 m
Inner shoulder width
:
2 x 1.50 m
Median width
:
13 m
Transversal slope
:
2.0%
Shoulder slope
:
4.0%
Planned Speed
:
100-120 km/hour
b. Ramp :
Width of lanes
:
1 x 4.0 m
:
3.00 m
Transversal slope
:
2.0 %
Shoulder slope
:
2.0 %
Planned Speed
:
4.0 km/hour
Section II, STA 118+400 s/d STA 129+600
a. Main Road
ROW
Length of road
Width of lanes
Median width
Transversal slope
Shoulder slope
Planned Speed
b. Access Road
ROW
Length of road
Width of lanes
Transversal slope
Shoulder slope
Planned Speed
c. Ramp :
Width of lanes
Transversal slope
Shoulder slope
Planned Speed
Section III, STA 129+600 s/d 158+300
a. Main Road
ROW
Length of road
Width of lanes
Median width
Transversal slope
Shoulder slope
Planned Speed
b. Access Road
ROW
Length of road
Width of lanes
EIA
:
:
:
:
:
:
:
:
:
60 m
11.20 Km
2 x (2 x 3.60) m
2 x 3.00 m
2 x 1.50 m
13 m
2.0 %
2.0 %
100-120 km/hour
:
:
:
:
:
:
:
40 m
1.0 Km
2 x 3.60 m
2 x 2.75 m
2.0%
2.0%
40 km/hour
:
:
:
:
:
1 x 4.00 m
3.00 m
2.0 %
2.0 %
40 km/hour
:
:
:
:
:
:
:
:
:
60 m
28.70 Km
2 x (2 x 3.60) m
2 x 3.00 m
2 x 1.50 m
13 m
2.0 %
7.0 %
100-120 km/hour
:
:
:
40 m
0.9 Km
2 x 3.60 m
II-5
No.
Component
Transversal slope
Shoulder slope
Planned Speed
c. Ramp :
Width of lanes
Transversal slope
Shoulder slope
Planned Speed
Section IV, STA 158+300 s/d STA 177+200
a. Main Road
ROW
Length of road
Width of lanes
Median width
Transversal slope
Shoulder slope
Planned Speed
b. Access Road
ROW
Length of road
Width of lanes
Median width
Planned Speed
c. Ramp :
Width of lanes
Transversal slope
Shoulder slope
Planned Speed
Section V, STA 177+200 s/d STA 193+600
a. Main Road
ROW
Length of road
Width of lanes
Median width
Transversal slope
Shoulder slope
Planned Speed
b. Access Road
ROW
Length of road
Width of lanes
Median width
Planned Speed
c. Ramp :
EIA
Technical Data
:
:
:
:
2 x 2.75 m
2.0%
4.0%
50 km/hour
:
:
:
:
:
1 x 4.00 m
3.00 m
2.0 %
2.0 %
40 km/hour
:
:
:
:
:
:
:
:
:
60 m
18.90 Km
2 x (2 x 3.60) m
2 x 3.00 m
2 x 1.50 m
13 m
2.0 %
4.0 %
100-120 km/hour
:
:
:
:
:
:
:
40 m
1.6 Km
2 x 3.60 m
2 x 2.75 m
2.0%
4.0%
50 km/hour
:
:
:
:
:
1 x 4.00 m
3.00 m
2.0 %
2.0 %
40 km/hour
:
:
:
:
:
:
:
:
:
60 m
18.90 Km
2 x (2 x 3.60) m
2 x 3.00 m
2 x 1.50 m
13 m
2.0 %
4.0 %
100-120 km/hour
:
:
:
:
:
:
:
40 m
1.7 Km
2 x 3.60 m
2 x 2.75 m
2.0%
4.0%
50 km/hour
II-6
No.
Component
Width of lanes
Transversal slope
Shoulder slope
Planned Speed
Section VI, STA 193+300 s/d STA 207+350
a. Main Road
ROW
Length of road
Width of lanes
Median width
Transversal slope
Shoulder slope
Planned Speed
b. Access Road
ROW
Length of road
Width of lanes
Median width
Planned Speed
c. Ramp :
Width of lanes
Transversal slope
Shoulder slope
Planned Speed
Toll Road Facilities
Inter change
On & off ramp
Overpass
Underpass
Bridge
Box Culvert
Drainage Tunnel
Crossing Bridge
Toll Gate
Toll Plaza
Barrier Gate
Rest Area
Source: FED Consultant Team, 2007
2.
Technical Data
:
:
:
:
:
1 x 4.00 m
3.00 m
2.0 %
2.0 %
40 km/hour
:
:
:
:
:
:
:
:
:
60 m
14.45 Km
2 x (2 x 3.60) m
2 x 3.00 m
2 x 1.50 m
13 m
2.0 %
4.0 %
100-120 km/hour
:
:
:
:
:
:
:
40 m
1,6 Km
2 x 3.60 m
2 x 2/75 m
2/0%
4/0%
50 km/hour
:
:
:
:
:
1 x 4.00 m
3.00 m
2.0 %
2.0 %
40 km/hour
:
:
:
:
:
:
:
:
:
:
:
:
7
28
65
20
17
127
130
20
28
1
2
8
unit
unit
unit
unit
unit
unit
unit
unit
unit
unit
unit
unit
Schedule of Development
The concession agreement between the Toll Road Regulatory Body (BPJT) - Dep.
PU and PT. Lintas Marga Sedaya (investor) was established in July 2006.
Implementation of land acquisition was planned to run from August 2007 to July
2008, starting in the east (section VI). The time provided for implementation of
physical development of the Palimanan Cikampek toll road is 30 calendar months
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II-7
from July 2008 until December 2010. More details can be viewed in the construction
schedule presented in Table II.4.
2.2.2.2 Stages of Development
1.
Pre-construction Stage
1). Survey and measurement location situation
This work is preceded, among others, by collecting primary data, including an
inventory of the land to be used for RUMIJA toll, and the carrying capacity of the soil
investigation. At this stage this aims to determine the location of the road alignment
to be constructed and the measurement of land area required for detailed design.
Some of these surveys include: topographical surveys, road surveys, geological
surveys, hydrological surveys, environmental surveys and surveys of land ownership.
2). Land acquisition
Land acquisition as part of the Toll Road project plans to transfer the land rights of
the people/residents to the government, the estates of the Ministry of SOEs and
forest land from the Ministry of Forestry to the Government (Ministry of Public
Works.) Land that will be acquired is ± 765.6 ha; the current land use of this land is
shown in Table II.5. Included in these activities is the transfer of land acquisition and /
or elevation of Tower SUIT at some point that is; SUTT 150 kV Cikumpay Pabuaran
between tower-A24-D25, 70 kV Arjawinangun SUTT Duchy between tower-D62-A63,
70 kV Arjowinangun SUTT-Duchy of tower D60-D61, 70 kV Arjawinangun SUTT
Cement Palimanan between tower-D14-A15, and SUTT Mandirancan 150 kV towerJatibarang between D59-D60. In the implementation of the elevation and transfer
towers, the project will follow the procedure established by PLN, so as not to cause
disruption to customers and surrounding communities. Location crosses with SUTT
can be seen in the appendix.
In addition to land acquisition, in the area there are gas pipelines owned by
Pertamina and private companies; these pipes will be protected with the portal
construction so as not to cause interference in both construction and operation
phase. More details can be seen in Figure 2.3.
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II-8
Figure II.1 Typical Cross Sectional Cut of Cikampek – Palimanan Toll Road
Source: Consultant Planner / MCI
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II-6
Figure II.2
EIA
Portal for protection of gas pipeline
II-7
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II-8
Table II.4
Development Schedule of Cikampek-Palimanan Toll Road
2007
2008
2009
2010
2011
9 10 11 12 1 2 KETERANGAN
NO
Work Description
1
Consession agreement between BPJT and PT. Lintas Marga Sedaya
July 2006
Land Acquisition
Starting from
2.
Section I (Cikampek-Kalijati) 27,05 Km
1
2
3
4
5
6
1
2
3
4
5
8
7
8
9 10 11 12 1
2
3
4
5
8
7
8
9 10 11 12 1
2
3
4
5
8
7
8
Section IV
Section II (Kalijati-Subang) 11,2 Km
Section III (Subang-Cikedung) 28,7 Km
Section IV (Cikedung-Kertajati) 18,9 Km
Section V (Kertajati Sumber Jaya) 16,1 Km
Section VI (Sumberjaya-Palimanan) 14, 45 Km
Physical Construction Stage
3.
1
Preparation Stage :
- Heavy Equipment mobilization
- Labor Mobilization
- Basecamp Construction
2
4.
Construction :
-
Land & Soil Preparation Cleaning
-
Transportation of Land & Materials
-
Heap Work
-
Road & Pavement Works Agency
-
Drainage Works
-
Bridge Works
-
OP & UP Work
-
Interchanges Work
-
Construction of Highway Facilities
Toll Road Operation
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II-9
Table II.5
No
1
Land Use of Acquisitioned Land
Land Use
Paddy
Field
(Irrigated)
(Ha)
212.52
(%)
27.7
2
Forest
135.03
17.64
3
Plantation
33.76
4.41
4
Unproductive Land
117.85
15.39
5
Vacant Land
116.29
15.18
6
Rain-fed Rice Field
67.32
8.79
7
Field
44.88
5.86
8
Settlement
37.95
4.96
TOTAL
765.6
100
Based on Presidential Regulation No. 36 Jo. No. 65 Year 2006 on Land Procurement
for Implementation of Development for Public Interest, the land acquisition process
and the building and determining of the Amount of compensation must be made by
consensus.
The land acquisition process will begin with the application and approval of the
location, until SP2LP issued by the Governor. Prior to land acquisition, the
Department of Public Works, in this case represented by the Land Acquisition Team
(TPT), will conduct an intensive socialization several times to capture the aspirations
of the community. Furthermore, the amount of compensation is to be determined by
deliberation and consensus which considers inputs / recommendations from the Land
Price Assessment Team, and determination of a normative list and a list of
payments. Payments are to be made in cash directly through a bank account to the
people whose land is acquired, while granting a waiver letter. If there is a difference
in land acquisition and the land owners do not agree on the amount of compensation
set by the P2T, then compensation will be settled by the court and there will be
revocation of land rights by the Government. For more details, a flow chart of land
acquisition mechanisms for the purposes of this toll road can be seen in the
appendix.
2.
Construction Stage
1). Mobilization of Heavy Equipment
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II-10
Heavy equipment is a tool that cannot be avoided, especially in completing the
construction of highway. The dominant tools are driven by engines and can usually
be used for various types of work, while the other tools in this project are tools that
are not driven by an engine, and these are used according to their needs (such as
hoes and others). The main tools to be used in this project from section 1 to 6,
include among others:
1.
2.
3.
4.
5.
6.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
Bulldozer
Excavator
Stake pole
Dump truck
Pick Up
Compressor
Concrete mixer
Concrete pump
Cutting machine
Generating set
Crane
Concrete breaker
Hoes
Wheel loader
Motor grader
Stamper
Concrete vibrator
Prime mover
Tire roller
Tandem Roller
Asphalt mixing plan
Asphalt finisher
Water/full tank truck
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
4
4
2
15
2
2
4
2
1
2
2
1
2
3
2
4
4
2
2
2
1
1
1
unit
unit
unit
unit
unit
unit
unit
unit
unit
unit
unit
unit
unit
unit
unit
unit
unit
unit
unit
unit
unit
unit
unit
2). Labor Mobilization
Mobilization of labor is the labor recruitment activities for the project site; labor will be
local or from outside the project for.
Qualification and number of workers for each of the elements required in the physical
implementation of the Cikampek – Palimanan toll road development are estimated as
follows:
• Elements of the project / owner, consisting of experts (10%),
• Element of supervisor / supervisors, consisting of experts and medium labor (10%),
• Elements of implementers / contractors, consisting of experts and high labor and
manual labor (80%).
The dominant labor forces will be the executors / contractors, who will remain at base
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II-11
camp. Estimated number of workers for the construction of the Cikampek-Palimanan
toll roads in each section can be seen in Table II.6.
Labor that does not require special expertise, as much as possible will be taken from
the local workforce. Looking at the composition of labor mentioned above, it can be
concluded that the local workforce can be absorbed at the commencement of
construction by the contractor in accordance with the needs of contractors and the
ability of its workforce.
Table II.6
No
Estimated number of workers for the Cikampek-Palimanan Toll
Road Development
Location
STA
Labor
1
Section I Cikampek – Kalijati 91+350 to 118+400
(± 27.05 Km)
2
Section II Kalijati - Subang
(± 11.2 Km)
3
Section
III
Cikedung
(± 28.7 Km)
Subang
- 129+600 to 158+300
Consisting of 250 people; Owner 25
people (10%), Supervisor 25 people
(10%), Contractors 200 people
(80%),
from
80%
contractor
personnel are divided into 40'orang
core (20%) and labor force 160
people (80%) which can be filled by
local workers, according to the needs
4
Section IV
Kertajati
(± 18.9 Km)
Cikedung
– 158+300 to 177+200
Consisting of 225 persons; Owner 23
(80%), from 80% of contractors are
divided into 36 core workers (20%)
and labor force 143 people (80 %)
which can be filled by local workers,
according to the needs and
expertise.
5
Section V Kertajati –
Sumberjaya (± 16.1 Km)
177+200 to 193+300
200 people consisting of; Owner 20
people (10%), Supervisor 20 People
(80%), from 80% of contractors are
EIA
Consisting of 250 people; Owner 25
(80%);
from
80%
contractor
personnel divided into 40 core (20%)
and labor force 160 people (80 %)
which can be filled by local workers,
according to the needs and expertise
118+400 to 129+600 Consisting of 150 people; Owner 15
(80%), from 80% contractor divided
into 24 core workers (20%) and labor
force 96 people (80 %) which can be
filled by local workers, according to
the needs
II-12
No
Location
STA
Labor
divided into 32 core workers (20%)
and the 128 labor force (80 %) which
can be filled by local workers,
according to the needs and
expertise.
6
Section VI Sumberjaya –
Palimanan (± 14.05 Km)
193+300 to 207+350
150 people consisting of; Owner 15
(80%), from 80% contractor divided
into 24 core workers (20%) and labor
force 96 people (80 %) which can be
filled by personnel lok £ l, according
to the needs and expertise.
3). Construction / Operation of Base Camp
Development / operation of the base camp is intended as a central work settings
(office), temporary shelter for workers and field workers during the work in progress,
and also as a maintenance area for vehicle and heavy equipment used in carrying
out the work, including manufacturing and warehousing. Equipment needed in this
activity can be seen in Table II.7 below.
Table II.7
No.
Equipment Needs for Base Camp Construction
Location
Equipment
4 unit pick up
4 unit dump truck
2 unit pick up
2
Section II
2 unit dump truck
4 unit pick up
3
Section III
4 unit dump truck
2 unit pick up
4
Section IV
2 unit dump truck
2 unit pick up
5
Section V
2 unit dump truck
2 unit pick up
6
Section VI
2 unit dump truck
1
Section I
4). Land Clearing and Soil Preparation
Land clearing work includes land clearing / stripping in the work area along the
highway alignment approximately 116.4 km and its road works. Overall volume of
stripping is estimated to be approximately 2.088 million m3. Soil stripping results will
not be discarded but will be used as a layer of humus soil on the outside bodies of
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the RUMIJA road. While the Basic Soil Preparation works include the preparation of
the toll road agency basis in accordance with the specifications that have been
defined.
5). Transportation of Soil, Materials and Building Materials
Minerals / materials will be obtained from the slope cutting. Material requirements for
the Cikampek-Palimanan Toll Road project are shown in Table II.8 below:
Table II.8
No.
1
2
3
4
5
6
Material Requirements
Unit
Type of Material
Sand
Cement
Aggregate / Stones
Iron
Concrete
Asphalt
3
m
m3
m3
Ton
m3
Ton
Volume
334.004
66.658
613.587
53.224
1.230.487
140.792
Supporting materials such as cement and steel / iron will be imported from the local
city or other locations. Transportation of the aggregate / crushed stone and sand to
site will take advantage of village roads / local roads that exist along the planned
Cikampek – Palimanan toll road. In the implementation of transportation, it is planned
to conduct periodic road watering 2 times a day so as not to cause dust pollution due
to tire friction with the ground.
To bring the above materials, the commonly used mean will be transport dump trucks
with capacity of 10 tons (MST). The route that is used is estimated via the National
road / street provinces such as northern roads, Cikampek-Purwakarta-Subang
streets Sadang-Majalengka road, Cirebon - Bandung road. For district roads that
pass between the other-way kalijati-Pamanukan Subang, Subang-Pagaden road,
road-Cikawung Cikamurang, Jatisura road to the village, the road to Sumberjaya, the
road to Pesantren Babakan, and others who could pass the truck.
6). Quarry and Embankment Work
Quarry and Embankment work covers all activities including ground work necessary
for the establishment of toll roads.
To align the condition of the highway in accordance with planning criteria, in some
places excavation work is required, and elsewhere will be required heaping. Soil
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II-14
excavation, which technically qualifies as a material, will be used immediately after
cleaning and piling of topsoil and residual vegetation.
Based on geological data on the condition of the soil layer below the surface shows
that building materials can be obtained at various locations along the alignment of the
Cikampek - Palimanan Toll road. For this project, only the aggregate with good or
fairly good quality can be calculated. Aggregate with good quality is strong and free
of material damage and is of good enough quality to be used in asphalt mixtures, the
surface layer, base layer for roads, and structural concrete. Good quality aggregate
is strong and can be used for base layer with a lower specification and for with no
structural concrete.
In general, all materials will be source from an embankment located 20 km from the
planned alignment. Local sources of this material can generally be achieved with
four-wheel vehicle or a truck loaded with 10 tons, and can usually be obtained by
way of purchase from the quarry businesses.
Table II.9 displays the quantity of excavation and embankment works, while quantity
for the Quarry site, borrow pit and disposal area are shown in Table II.10 and Figure
2.4.
Table II.9
No.
Section
1
2
3
4
5
6
Cikampek-Kalijati
Kalijati-Subang
Subang-Cikedung
Cikedung-Kertajati
Kertajati-Sumberjaya
Jumberjaya-Palimanai
Total
Excavation and Embankment Work
Length
(Km)
Volume of
excavation
(m3)
27.05 2,611,500.00
11.20 2,705,000.00
911,000.00
28.70
990,000.00
18.90
_
16.10
–
14.45
116.40 7,217,500.00
Excavated
material
(m3)
Embankment
Imported
Requirement Embankment
(m3)
(m3)
1,512,900.00
2,453,500.00
573,300.00
891,000.00
–
–
2,320,900.00
2,202,000.00
3,012,000.00
2,449,000.00
1,891,000.00
1,584,000.00
Disposal
(m3)
_
_
2,438,700.00
1,558,000.00
1,891,000.00
1,584,000.00
290,600.00
503,000.00
91,100.00
99,000.00
5,430,700.00 13,458,900.00 7,471,700.00
983,700.00
Percentage of
Disposal
(%)
11.13
18.60
10.00
10.00
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II-15
Table II.10
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
Location of Quarry, Borrow Pit and Disposal Area
Quarry
Sukatani,
Cipinang,
Cihuni
Cibodas
Cileuleuy
Cimalingping
Cikandang
Sanca
Tonjong
Gn. Tempuk
Weraganti
S. Cikeruh
Leuwimunding
Borrow Pit
Cipinang
Cibodas
Cikandang
Sanca
Leuwimunding
Disposal Area
Ds. Kertamukti, Purwakarta
Ds. Karangmukti, Subang
Ds. Batusari, Subang
Ds. Sumurbarang, Subang
Ds. Cikawung, Indramayu
Ds. Palasah, majalengka
Ds. Sukawangi, Majalengka
Ds. Ciwaringin, Cirebon
Category C type minerals that exist include among others:
- Coarse Aggregate
Coarse aggregate materials often found in the district, in Purwakarta, Subang,
Majalengka and Cirebon. In general, these aggregates have a good quality.
Stone-breaking machines are found in many locations, except in Cihuni,
Cimalingping, Cikandang, Gn. Tempuk, Tonjong and Weragati where it is dug by
hand.
- Fine Aggregate
Similar with course aggregates, fine aggregate are also encountered in 4 districts.
Most of the fine aggregate processing uses machines, except in Cihuni,
Cimalingping, Cikandang, Gn. Tempuk, Tonjong and Weragati where it is dug by
hand.
- Soil Embankment
This material is mostly located in areas close to Cirawat Palimanan and Subang
(approximately 5 million m3). It is also available in the area of Subang namely
Cibodas, Cileuleuy, Cikandang and Python (about 3.45 million m3), and near
Purwakarta namely Cipinang (about 250,000 m3).
EIA
II-16
7). Construction Works for Roads and Pavement Layer
Pavement type specified in Palimanan Cikampek toll road can be explained as
follows:
a. The main road, ramp and access is rigid pavement and flexible pavement.
For rigid pavement, the road is planned to consist of:
•
Base Course / Aggregate A: 25 cm
•
Lean Concrete layer: 10 cm
•
Concrete layer: 30 cm
For flexible pavement, the road is planned as follows:
•
Sub Base: 40 cm
•
•
ATB Layer: 15 cm
•
Asphalt Binder Course Layer: 5 cm
•
Asphalt Concrete layer: 5 cm
b. Shoulder of the main road, ramp and access is a flexible pavement (flexible
pavement) which is planned to consist of:
•
•
Layer ATB: 10cm
Implementation of pavement layers work will be as follows:
a. Preparation of base course
Covers the implementation of a special foundation layer with or without a binder.
Before overlaying concrete, the subgrade or sub base and cross-sectional shape
density shall be checked. Layer beneath the concrete should always be free from
foreign objects, remnants of concrete and other debris.
b. Pavement layers Work, including:
- Installation of longitudinal and transverse connection
- Installation of spokes (dowel) and coating trellis (dowel coating)
- Installation of reinforcement
- Stirring the transport of concrete and concrete mixture
- Casting
- Overlaying
- Solidified
- Completion end, forming a surface texture of the fire edge.
EIA
II-17
c. Care and Maintenance
After the final settlement is completed and the final layer evaporates from the surface
or immediately after sticking with the concrete does not happen, then the entire
surface of the concrete should be immediately closed and maintained. The period of
treatment will be carried out for 28 days, but this time can be shortened if the 70%
compressive strength or flexural concrete can be achieved by adding substances
earlier.
d. Protection of finished pavement
Pavement that has been completed and its equipment must be protected from
general traffic through traffic enforcement. This protection includes the provision of
personnel to regulate traffic and to install and maintain warning signs, lights, barriers,
and so forth.
8). Drainage Works
•
Crossings with rivers and creeks to flood return periods calculated 50s. In the
existing flow is maintained wet cross-sectional shape of the existing flow with
the following criteria:
•
River / tributary width greater than or equal to 25 m made the bridge
construction.
•
River / tributary width of less than 25 m is made box culvert.
•
For irrigation canal culverts created a customized with existing capacity.
•
Inundation caused by road construction will be made to flow toward the side
channel of the river nearby.
EIA
II-18
EIA
II-14
Making of the drainage channels on the Cikampek-Palimanan toll road includes:
1. Cross drain installed every 500 m distance, with the construction of the sewer
diameter of 1:00 m.
2. Side channel of the soil material with a trapezoidal geometry. For the steep
terrain made construction of stone masonry and waterfall times when needed.
3. Median tract of land covered with grass material with curved geometry
parabola fitted with culverts he 0.60m towards the side channel. These
channels are made in the area superelevation.
As a whole list of security also includes the drainage crossing irrigation channels for
each section can be seen in Table II.11 until 2:20 the following Table.
Table II.11
List of Crossing Drainage on Section I Kab. Purwakarta
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Name
Drain Canal
Drain Canal
Drain Canal
Ciherang River
Drain Canal
Drain Canal
Drain Canal
Drain Canal
Cilandak River
Drain Canal
Drain Canal
Drain Canal
Drain Canal
Drain Canal
Cilamaya River
Station (STA)
Crossing
91 + 805
93 + 512
94 + 285
95 + 006
95 + 258
96 + 180
97 + 175
98 + 040
99 + 030
99 + 650
100 + 431
100 + 634
100 + 879
101 + 494
101 + 902
Type
Pipe Culvert
Pipe Culvert
Box Culvert
Bridge
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Bridge
Pipe Culvert
Box Culvert
Pipe Culvert
Box Culvert
Box Culvert
Bridge
Source: Planning Consultant (PT.MCI) 2007
EIA
II-14
Table II.12
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
List of Crossing Drainage on Section I Kab. Subang
Name
Drain Canal
Irr.+Village road
Cisiluman River
Drain Canal
Kalijati River
Drain Canal
Pakuharja River
Drain Canal
Cicadas River
Drain Canal
Drain Canal
Cibeunying River
Cijengkol River
Cibeuleutok River
Drain Canal
Drain Canal
Drain Canal
Drain Canal
Drain Canal
Cibuang River
Cibuang River
Drain Canal
Drain Canal
Ciburangrang River
Drain Canal
Drain Canal
Drain Canal
Drain Canal+Ped.Acces
Drain Canal
Ciracas River
Drain Canal
Irr+Ped.Acces
Kalijambe Pembawa
Kalijambe Pembuang
Drain Canal
Station (STA)
Crossing
102 + 658
103 + 389
104 + 304
104 + 673
105 + 009
105 + 292
106 + 073
106 + 290
106 + 652
107 + 125
107 + 382
107 + 575
107 + 779
107 + 905
108 + 708
108 + 735
109 + 120
109 + 161
109 + 890
109 + 950
110 + 175
111 + 015
111 + 630
111 + 665
111 + 742
113 + 010
113 + 068
114 + 013
114 + 360
114 + 432
115 + 275
115 + 314
116 + 350
116 + 714
117 + 667
Type
Pipe Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Pipe Culvert
Box Culvert
Box Culvert
Pipe Culvert
Bridge
Bridge
Box Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Box Culvert
Pipe Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Pipe Culvert
EIA
II-15
Table II.13
No.
1
2
3
4
5
6
7
8
g
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
EIA
List of Crossing Drainage on Section II Kab. Subang
Nama Sungai /Alur
Drainase/ Irigasi
Station (STA)
Crossing
Irr. canal
118 + 541
Cicongek River
118 + 579
Drainage+Ped. Access
120 + 108
Cilarangan River
120 + 224
Cibodas River
120 + 624
Irr. canal
120 + 854
Cigintung River
120 + 912
Aquaduct Irr.
121 + 160
Drain Canal
121 + 464
Drain Canal
122 + 402
Cibening River
122 + 745
Irr.canal + insp.road
123 + 250
Ciasem River
123 + 458
Irr. Canal
123 + 696
Sampan River
124 + 227
Drain Canal
124 + 542
Irr. canal
124 + 813
Drain Canal
124 + 930
Irr. canal
125 + 134
Drain Canal
125 + 373
Irr. canal
125 + 584
Drain Canal
125 + 666
Irr. canal
125 + 712
Irr. canal
125 + 840
Cidahu River
126 + 021
Cipicung River
126 + 313
Irr. canal
126 + 716
Drain Canal
127 + 065
Drain Canal
127 + 140
Irr. canal
127 + 324
Cipejeuh River
127 + 510
Cigaduh River
127 + 740
Irr. canal
128 + 040
Irr. canal
128 + 253
Drain Canal
128 + 459
Irr. canal
128 + 785
Drain Canal
128 + 876
Irr. Canal
129 + 046
Type Bangunan
Pipe Culvert
Box Culvert
Box Culvert
Box Culvert
Bridge
Pipe Culvert
Box Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Box Culvert
Bridge
Pipe Culvert
Box Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Box Culvert
Box Culvert
Pipe Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Box Culvert
II-16
Table II.14
List of Crossing Drainage on Section III Kab. Subang
Name
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
24A
25
26
27
28
28A
Station (STA)
Crossing
Cigede River
Drain Canal
trr.+Canal
Irr.+Canal
Irr.+Canal
Irr.+Canal
Drain Canal
Cikadeuplak R+Ped.Acc
Irr.+Canal
Handiwung R+Ped.Acc
Drain Canal
Drain Canal
Drain Canal
Irr.+Canal
Drain Canal
Drain Canal
Cipucung R+Ped.Acc
Irr.+Canal
Cibeureum River
Irr.+Canal
Cibogo River
Irr.+Canal
Drain Canal
Drain Canal
Cilamatan River
Drain Canal
Drain Canal
Drain Canal
Cibalakuya River
Cipunegara River
129 + 675
129 + 887
130 + 059
130 + 085
130 + 231
130 + 261
130 + 429
130 + 551
130 + 756
130 + 904
131 + 357
131 + 830
132 + 265
132 + 346
133 + 034
133 + 270
134 + 472
134 + 522
135 + 016
135 + 154
136 + 278
136 + 983
138 + 043
138 + 236
138 + 810
139 + 285
140 + 163
140 + 467
141 + 654
142 + 350
Type
Box Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Box Culvert
Box Culvert
Box Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Bridge
Box Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Bridge
EIA
II-17
Table II.15
No.
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
EIA
List of Crossing Drainage on Section III Kab. Indramayu
Name
Station (STA)
Crossing
Cipapan River
143 + 716
Cikole River
144 + 059
Drain Canal
144 + 588
Cicadas River
144 + 985
Drain Canal
145 + 331
Cibubuan River
145 + 932
Drain Canal
146 + 021
Cikandung River
146 + 350
River
146 + 826
Cibiuk River
148 + 130
Drain Canal
150 + 440
Ciburial River
150 + 558
Drain Canal
151 + 098
Cipancu River
152 + 500
Drain Canal
152 + 676
Cipahit River
154 + 091
Drain Canal
154 + 401
Drain Canal
154 + 598
Drain Canal
154 + 871
Drain Canal
155 + 070
Drain Canal
155 + 260
Cilalanang River
155 + 702
Cikole River
156 + 280
Drain Canal
156 + 488
Drain Canal
157 + 735
Drain Canal
157 + 950
Drain Canal
158 + 209
Type
Box Culvert Box
Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Box Culvert
Box Culvert
Bridge
Box Culvert
Box Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Box Culvert
Pipe Culvert
Box Culvert
Box Culvert
3
ipe Culvert
Box Culvert
Pipe Culvert
Box Culvert
II-18
Table II.16
List of Crossing Drainage on Section IV Kab. Indramayu
Name
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
Drain Canal
Drain Canal
Drain Canal
Drain Canal
Drain Canal
Drain Canal
Cipondoh River
Drain Canal
Drain Canal
Drain Canal
Drain Canal
Ciluncat River
Drain Canal
Station (STA)
Crossing
158 + 500
158 + 691
158 + 967
159 + 015
159 + 188
159 + 430
159 + 500
159 + 707
159 + 930
160 + 225
160 * 425
160 + 578
161 + 132
Type
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Box Culvert
Table II.17
No.
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
EIA
List of Crossing Drainage on Section IV Kab. Majalengka
Name
Cipanas River
Drain Canal
Drain Canal
Drain Canal
Drain Canal
River
Drain Canal
Drain Canal
Drain Canal
Drain Canal
Drain Canal
Kepuh River
Drain Canal
Drain Canal
Drain Canal
River
Drain Canal
Cuyu River 1
Cuyu River 2
Cuyu River 3
Cidudut River
Drain Canal
Drain Canal
Drain Canal
Drain Canal
Station (STA)
Crossing
161 + 500
162 + 183
162 + 660
162 + 886
163 + 186
164 + 140
164 + 425
164 + 600
165 + 480
166 + 188
166 + 600
167 + 062
167 + 400
170 + 245
170 + 600
171 + 610
172 + 932
173 + 857
173 + 992
174 + 334
175 + 165
175 + 355
176 + 290
176 + 495
176 + 697
Type
Bridge
Box Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Box Culvert
Box Culvert
Culvert
Bridge
Box Culvert
Box Culvert
Box Culvert
Box Culvert
II-19
Table II.18
No.
List of Crossing Drainage on Section V Kab. Majalengka
Name
Station (STA)
Crossing
1 Cilamaning River + Ped. Acces
177 + 890
2 Irrigation Canal
178 + 159
3 Lebak River+Ped. Acces
178 + 229
4 Irrigation Canal Cilutung
179 + 064
5 River+Ped. Acces
179 + 692
6 Irrigation Canal
179 + 930
7 Irrigation Canal
180 + 260
8 Cimanuk River
180 + 700
9 Drain Canal
180 + 925
10 Cicadas River
181 + 652
11 Irrigation Canal
182 + 180
12 Drain Canal
182 + 710
13 Cibuluh River
183 + 235
14 Cilutung Canal+lns. Road
184 + 802
15 Irrigation Canal
185 + 345
16 Irrigation Canal
185 + 672
17 Irrigation Canal
185 + 800
18 Irrigation Canal
186 + 180
19 Irrigation Canal
186 + 478
20 Irrigation Canal
186 + 715
21 Irr. Canal+Ped. Acces
186 + 975
22 Cibogor River
187 + 075
23 Irrigation Canal
187 + 345
24 Ciranggon River
187 + 750
25 Irrigation Canal
188 + 385
26 Irrigation Canal
188 + 480
27 Irrigation Canal
189 + 020
28 Irrigation Canal
189 + 345
29 Cibunut River
190 + 226
30 Drain Canal
190 + 820
31 Cikeruh River
191 + 060
32 Drain Canal
191 + 910
33 Drain Canal
191 + 960
34 Irrigation Canal
192 + 111
35 Irrigation Canal
192 + 355
35A Drain Canal
192 + 570
36 Irrigation Canal
192 + 680
37 Irrigation Canal
193 + 050
EIA
Type
Box Culvert
Box Culvert
Box Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Pipe Culvert
Bridge
Box Culvert
Box Culvert
Pipe Culvert
Box Culvert
Box Culvert
Bridge
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Box Culvert
Box Culvert
Bridge
Box Culvert
Box Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Box Culvert
Bridge
Box Culvert
Box Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Box Culvert
Pipe Culvert
II-20
Table II.19
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
17A
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
List of Crossing Drainage on Section VI Kab. Majalengka
Name
Irr.Tertiary canal
S.Cibayawak
Irr.Teriary canal
Irr.Primary canal Ireng+ped.
Drain canal
S. Cikawangi
Irr.canal
Irr.canal
Irr.canal
Irr.canal
Ciporang Kecil
Cibugang
Irr.Teriary canal BLK1.KI.2
Irr.Teriary canal BLK1.KI.1
Irr.Primary canal Lojikobong
Drainage canal
Irr.canal
Swampy /rawa
Irr.canal
Drainage canal
Irr.canal
Irr.canal
S. Ciranggon
Irr.Secondary canal Muncang
Irr.Supply canal Cidenok
Irr.Secondary canal Walini
S. Cikawung
S. Cikadondong
Irr.Teriary canal JS.2.Ki.A1
Irr.Kwarter canal
Irr.Teriary canal JS.2.Ki.A2
Irr.Teriary canal JS.2.Ka
Irr.Primary canal Jasem
Station (STA)
Crossing
193
193
194
194
194
194
194
195
195
195
195
195
195
195
195
196
196
196
196
196
196
197
197
197
197
197
198
198
199
199
199
199
199
+ 333
+ 542
+ 066
+ 125
+ 682
+ 852
+ 903
+ 047
+ 163
+ 216
+ 402
+ 536
+ 655
+ 848
+ 942
+ 144
+ 304
+ 465
+ 586
+ 648
+ 827
+ 208
+ 575
+ 729
+ 844
+ 982
+ 389
+ 758
+ 408
+ 556
+ 561
+ 782
+ 928
Type
Pipe Culvert Box
Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Bridge
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Box Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Box Culvert
Box Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Bridge
EIA
II-21
Table II.20
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
List of Crossing Drainage on Section VI Kab. Cirebon
Name
Rawa
Rawa
S. Ciwaringin
Irr.canal Tersier
Irr.canal Tersier
S. Cikaranti
Irr.canal Tersier KM.6
Irr.Sec. canal Kembang
Irr.canal Tersier
S. Ciseng
S. Winong
Drain canal
Irr.canal
Irr.canal
Irr.canal Tersier
Irr.canal Tersier
S. Caplek
Drainage canal
Irr.canal
Irr.canal Tersier
S. Wadas
Irr.canal
Drain canal (As.Wadas)
Irr.canal
Station (STA)
Crossing
200 +
200 +
201 +
201 +
202 +
202 +
202 +
203 +
203 +
203 +
204 +
204 +
205 +
205 +
205 +
205 +
205 +
205 +
206 +
206 +
206 +
206 +
206 +
206 +
206 +
207 +
300
450
200
881
363
526
809
120
525
833
253
454
237
384
472
596
744
806
038
257
387
449
658
743
867
012
Type
Box Culvert
Box Culvert
Bridge
Box Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Box Culvert
Box Culvert
Bridge
Box Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
Box Culvert
Pipe Culvert
Pipe Culvert
Pipe Culvert
9) Bridge Construction Work
The number of bridges crossing the river and canal is 17 pieces, and there will be
only one railroad crossing at STA 1992 +258.
Short bridge spanning 25 m across the river and Cidudut Cilandak, while the longest
360 m across the river CIPUNAGARA. All girder bridge will use a beam of concrete
with a maximum span length of 30 m, except the bridge on the river Ciasem which
will use steel with 70m length. The location of the bridge can be seen in Table II:21
below.
EIA
II-22
Table II.21
No.
Sta.
Location of Bridges
River
1
95+006
Ciherang
2
99+030
Cilandak
3
107+902
Cil maya
4
120+624
Cibodas
5
123+375
Ciasem
6
138+810
Cilamatan
7
142+350
Cipunagara
8
146+350
Cikandung
9
161+500
Cipanas
10
175+165
Cidudut
11
180+700
Cimanuk
12
184+802
Kanal Cibitung
13
187+750
Ciranggon
14
191+062
Cikeruh
15
199+925
Kanal Cikadondong
16
201+134
Ciwaringin
17
205+257
Winong
Width
90
25
90
100
250
90
360
90
125
25
315
25
50
75
25
150
30
The types of work to be performed within the framework of the construction of
bridges, will include among others:
a. Foundation
Foundations to be used for the overpass and underpass bridges on this project are
pile foundation and pillar drill, while for the box culvert foundation directly elected.
Selection of foundation types such as subgrade under buildings that are planned to
be built Overbridge / Underbridge has no bearing capacity is sufficient to bear the
burden upon it, while the location of land which had hardware capable of supporting
capacity building and carrying heavy weights will work on it lies very deep. Round
pile diameter φ 0.40, φ 0.50, and φ 0.60 and φ pole Drill diameter 0.8, φ 1.0. The
number of piles under the columns / abutment that will be used to load previously
planned permanent and temporary expenses.
To join the pile bearing capacity obtained from each pile / Drilling requires a footing
which covers the entire pole-piling / Drill under the column / abutment. The thickness
of the footing is calculated based on the load received and distributed to each pile.
b. Column
The column serves as a buffer from the building above. The diameter of the column
is adjusted with the load carried by the column.
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Method of manufacturing operational column is as follows:
• Making the framework of helpers to ironing column
• Ironing column
• Installation of formwork
• Casting by using a concrete pump
• Vibrating with a vibrator
• Demolition formwork
c. Pier head
Pier head is located above the column, served as a pile of beams overpass /
underpass. Long pier head tailored to the needs of the width of the highway. Method
of manufacturing operations pier head is as follows:
• Installation of scaffolding (scaffolding)
• Installation of basic formwork scaffolding that supported
• Installation of the side of the formwork
• Casting pier head done with the help of concrete pump
• Demolition formwork
d. Girder
Girder is a longitudinal girder which rested on the pierhead. Girder is made of
concrete pre-tense. Size of girder is adjusted to the distance between as pierhead.
Material to consist of concrete girder and stand with established specifications.
Method of manufacturing operations girder outline is as follows:
• Base form mounted on the floor
• Pembesian
• Installation strand
• Installation of side and end forms Form
• Casting
• Tension strand
• Unloading the base form
Girder that was ready then transported to the project site. Girder was raised to the
pierhead with previous crane mounted on the pierhead bearings as bearing
placement.
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II-24
e. RC Plate and Slab
RC Plate as a tool for casting concrete floors overbridge / underbridge (slab).
Order slab work as follows:
• Installation of RC plate
• Skeletoning/Ironing
• Casting
After the concrete dries concrete surface smoothed by using a concrete finisher.
f. Abutment
Abutment is part the bridge head over bridge / under bridge. Absolute structural
stability should be reviewed in order to know and it is believed that the structure will
be strong and do not move because of work load on the structure.
Especially in the Palimanan Cikampek toll bridge at the intersection with Railway
Jakarta-Bandung around Sta.1992 +258 (between km 88 +300 and Km 88 +400
Jakarta-Cikampek Toll road), methods to be used in the implementation are as
follows:
-
Bore pile foundation work, installation of bore pile is done by adjusting train
schedules (see Figure 2.5).
-
Work foundation (footing), before digging the soil for footing on the edge
(circumference excavation) installed sheet pile for protection against
landslides during the work carried out (see Figure 2.6).
-
Work column and pier head, installation of scaffolding done outside the free
zone which is determined by the requirements of PT. KAI (see Figure 2.7).
-
Beam girder installation work:
-
Installation of beam girder done on time for rail is not crossed by the train.
-
Method of installation there are 2 kinds (see Figure 2.8), namely:
o
Launching Method, pulling girder from the opposite side by using rails
and cranes.
o
Erection method directly uses 2 cranes on two opposite sides. 10). Underpass / Overpass (UP / OP) Work
This toll road alignment plan will cut the public road a lot, so that needed overpass
underpass are 65 pieces 20 pieces. Work includes:
a. Development underpass structure / overpass
b. Type, length and number of foundation / pile which will be used in the structure of
underpass / overpass,
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c. The type, capacity and number of equipment used.
d. Method of execution of work underpass / overpass.
Detail for the crossing of roads, both national roads, district roads more are
presented in Table II:22 to 2:26.
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II-26
Figure II.3 Bore Pile Construction Method
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24
II - 37
Figure II.4 Footing / Foundation Method
ANDAL
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25
II - 38
Figure II.5
Installation of Scaffolding Column and Pier Head
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ANDAL
26
II - 39
Figure II.6 Girder Beam Installation Method
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27
II - 40
Table II.22
Location and Type of Crossing Road Construction In Kab.
Purwakarta
No.
Station
Road Status
Type of
Construction
1
92+920 National Road
OB
2
94+670 Village Road
OB-3
3
95+975 Village Road
OB-3
4
97+689 Municipality Road
OB-2 a
5
98+500 Village Road
6
100+000 Village Road
7
OB-3
Table II.23
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Subang
No.
Station
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
103+418
104+044
106+205
107+325
109+518
113+625
114+805
116+116
116+950
117+532
118+425
119+070
121+100
121+825
122+585
123+855
124+831
126+180
127+350
128+286
128+550
129+122
130+012
Road Status
Village Road
Municipality Road
Village Road
Municipality Road
Municipality Road
Municipality Road
Village Road
Village Road
Municipality Road
Interchange
Village Road
Municipality Road
Village Road
Village Road
Village Road
Municipality Road
Village Road
Municipality Road
Village Road
Municipality Road
Village Road
Interchange
Municipality Road
Type of
Construction
BC
OB2A
OB-3
OB-2
OB-2
OB-2
OB-3
OB-3
OB-2A
OB-5
OB-3
OB-2
OB-3
OB-4
OB-4
OB-2
UB
OB-2
OB-4
OB-2A
BC
OB-5
OB-2A
II-25
Type of
Constructi
No.
Station
Road Status
on
24
OB-3
25
BC
26
OB-3
27
OB-3
28
OB-2A
29
BC
30
OB-3
31
OB-3
32
OB-2
33
OB-3
Table II.24
Table II.25
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Indramayu
No.
Station
1
2
3
4
5
6
7
8
9
142+736
144+800
147+863
149+711
153+453
154+250
155+480
158+888
160+845
Road Status
National Road
Village Road
Village Road
National Road
Village Road
Village Road
Village Road
National Road
Village Road
Type of
Constructi
on
OB-1
OB-4
OB-3
OB-1
OB-3
OB-3
OB-3
OB-1
OB-4
Majalengka
No.
Station
Road Status
1
2
3
4
5
6
7
8
163+536
164+651
165+975
167+675
169+600
171+060
172+021
172+851
Village Road
Village Road
Village Road
Village Road
Municipality Road
Village Road
Village Road
Type of Construction
OB3
OB3
OB-3
OB-3
OB-2
OB-3
OB-3
Frontage from Sta
II-26
No.
Station
9
10
11
12
13
14
15
16
17
18
19
20
21
22
173+612
176+655
177+488
179+002
182+500
184+802
187+281
188+250
189+070
190+673
191+550
192+712
0+640
0+850
23
1+465
24
25
26
27
28
29
30
31
194+698
195+289
195+938
196+425
197+289
198+191
199+446
200+030
Table II.26
No.
Road Status
Municipality road
Village Road
Village Road
National road
Municipality road
Canal+inspection road
National road
Village road
Municipality road
Municipality road
Village road
Municipality road
Pathway
(Interchange Kertajati)
Village road
(Interchange Kertajati)
Village road
Municipality road
Village road
Village road
Village road
Village road
Village road
Municipality road
Type of
Construction
172+850 - Sta
173+000
OB-2
BC
BC
UB
UB
UB
UB
OB-3
OB-2
UB
BC
OB-2
BC
(village road)
OB-3
BC
OB-2
BC
OB-3
OB-3
OB-3
OB-3
UB
Cirebon
Station
1
200+030
2
200+716
3
201+535
4
202+123
5
205+776
6
206+418
11) Inter Change (IC) Work
Road Status
Municipality road
Municipality road
Municipality road
Municipality road
Village road
Municipality road
Type of
Construction
UB
BC
UB
UB
OB3
OB-2
Interchanges to be built on Palimanan Cikampek toll road are 7 pieces: 1C. Cikopo,
kalijati 1C, 1C Subang, 1C Cikedung, 1C Kertajati, 1C Sumberjaya, 1C, Palimanan.
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Work includes:
-
The type of construction that will be used.
-
Construction materials and dimensions of construction elements.
-
The type, capacity and number of equipment used.
-
Method of construction work.
12). Making highway facilities, such as:
a. Making People Crossing Bridge (JPO)
Suitable placement is required JPO every 1 km of the fruit outside the crossing road
(OP / UP and BC). The number of JPO to be built are 20 pieces and placed in a
spread in locations such as in Table II:27 below.
Table II.27
Location of People Crossing Bridge (JPO)
No
Sta.
1
98+000
2
103+150
3
108+075
4
113+750
5
119+850
6
122+300
7
126+400
8
127+900
9
132+000
10 169+750
11 172+300
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Sub-district/Village
Sub-district Campaka Village
Cisaat/Cimahi
Sub-district Campaka Village
Karangmukti/Sukamukti
Sub-district Cipeundeuy Village
Sukasari
Sub-district Kalijati
Marangmang
Sub-district Purwadadi Village
Ciruluk
Sub-district Purwadadi Village
Batusari
Sub-district Pagaden Village
Sumurgintung
Jabong
Gembor/Mayasari
Sub-district Kertajati Village
Palasah
Sub-district Kertajati Village
Palasan
II-28
No
Sta.
12 191+050
13 196+050
14 197+400
15 198+350
16 201+300
17 203+300
Sub-district/Village
Sub-district Palasah Village
Cisambeng
Sub-district Sumberjaya Village
Bagaswetan
Bagaswetan
Panjalunlor
Sub-district Ciwaringin Village
Ciwaringin
Sub-district Ciwaringin Village
Galagamba
b. Construction of tollgates of 28 units. Tollgates will be built at each site entrance or
exit of the motorway while office buildings will be built in Cikampek
c. Installation of security fencing along the highway right-left
d. Toll Barrier Installation of 2 pieces (in Cikampek and Palimanan)
e. Construction of Rest Area
To give the user convenience, there will be provided 8 rest area units consisting of 4
pieces of Type A and 4 pieces of Type B. The location of each place of rest can be
seen in Table II:28 below.
Table II.28
No
Location of Rest Area
Location
Area (Ha)
Type
Description
1
112 + 400NortSide
200x100 = 2 ha
110 + 900 South Side 201x100 = 2ha
B
Cutting area (± 4m)
2
143 + 000 Nort Side 250 x 160 = 4 ha
139 + 600 South Side 251x160 = 4 ha
A
3
160 + 200 Nort Side 200 x 100 = 2 ha
153 + 000 South Side 201 x 100 = 2 ha
B
4
186 + 000 Nort Side 250x160 = 4 ha
184 + 000 South Side 251x160 = 4 ha
A
Fill area (< 0.5 m)
Fill area (< 1 m)
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f.
II-29
Construction of Toll Plaza (including the Office of Cikampek-Palimanan toll road) will
be in Purwakarta.
g. Installation of road markings and traffic signs.
h. Installation of street lighting including the making of fence, and landscaping.
3.
Post-construction Stage
1). Operation of Toll Road
With the operation of Palimanan Cikampek toll road, it is estimated to be traversed by
vehicles whose numbers continue to rise. It also will operate rest areas and
amenities such as parking lot, toilets, canteens, shops, vehicle service areas, and so
forth, including the operation of the Palimanan Cikampek toll road Office.
At the time of operation the toll road workers will include computer operator, for the
withdrawal of a ticket out of the highway, crane officers, ambulance teams, technical
staff, security patrols and security and hygiene staff members. These numbers will
increase with the improved highway service.
2) Toll Road Maintenance
These activities include maintenance of the highway pavement layers, by overlay, as
well as maintenance of the structure of the bridge, overpass / underpass, interchange
and auxiliary buildings (facilities) such as drainage, safety fencing and plants and
landscape, and the RUMIJA.
Highway maintenance activities include:
1. Routine Maintenance
Road maintenance carried out every day / week / month and non-structural nature.
(A) Field pavement
- Patching holes / patching asphalt roads
- Closure of cracked concrete roads.
(B) Area bridges
- Maintenance and repair of tunnels or bridges.
- Maintenance and repair connection expansion.
- Maintenance and repair of beams, slabs, walls, and bridge safety fence.
(C) Field roads
- Maintenance and repair of concrete barrier.
- Maintenance and repair guide post, peg kilometers, traffic signs and retaining glare.
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II-30
- Maintenance and repair RUMIJA fences.
(D) Field Drainage
- Maintenance and cleaning line
(E) Environment Field
- Cutting grass at RUMIJA
- Striping Shoulder
- Maintenance and repair of roads
- Cleaning road tot
- Maintenance of plants in RUMIJA
- Sweeping and trash collection
(F) Field Equipment and PJU
- Maintenance and repair of work equipment
- Maintenance of mechanical and electrical installation
- Maintenance and repair PJU
2. Periodic Maintenance
Maintenance is carried out to restore the structural strength of the road back to the
steady state due to expiration of the life after a predictable time
(A) Field Road Pavement
- Coating the road again
- Scrapping and filling
(B) Field Bridge
- Replacement of expansion connection
- Leveling of the pit bridge
(C) Field roads
- Painting road markings
- Replacement of traffic signs
(D) Environmental Affairs
- The arrangement of plants in RUMIJA
(E) Field equipment and PJU
- Replacement of equipment components
- Replacement of components PJU
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2.3
LINKAGE OF THE PROJECT WITH OTHER PROJECTS IN
SURROUNDING AREAS
The planed toll road development activities are linked with other activities such as:
1. The presence of Mining Material Type C / Quarry
In the vicinity of the study sites, there are some mining activities, quarrying C /
quarry, located about 20 Km away. This quarry is also visible in numerous of the
surrounding areas. For more details, location of quarry can be seen in Figure 2.4.
Given the location of the planned toll road through flat areas and rice fields, the
volume of material would require a fairly large pile. To meet this it is required that the
source-quarry is operated by other business entities that have a business license. In
fulfillment of this material requirement, the project should consider the transport of
material from the quarry site to the project site.
2. International Airport Development Plan in Kertajati, Majalengka.
An area in Majalengka Kertajati is now established and has received permission from
the Minister of Transportation as the location for the construction of the International
Airport of West Java (BUB). Determination of this area is through research, both from
the aspect of technical feasibility study of aviation operational safety and technical
aspects of airport operation study.
In terms of physiography, the area that will be used as the airport is at a height of 40
meters above sea level and flat surface is ideal for drainage purposes and the power
of the runway. While the wind speed in the last 6 years in the Sub-district Kertajati
showed an average of 10 knots, so the landing process can be performed safely
throughout the year.
Development in Kertajati locations is also in accordance with regional spatial
planning and the District of West Java Province Majalengka, including integration
with transportation arrangements. For access to transportation to the airport location
is supported by the construction of toll roads Cisumdawu (Cileunyi-Sumedang
Dawuan) that can connect to the highway Cikacir (Cikampek-Cirebon) on the
northern coastline.
Construction of two-lane highway segment is expected to be completed before the
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II-32
development of the airport is finished: As such, Bub later located about 15 km north
of the capital district. Duchy, can be reached in just 30 to 45 minutes from Bandung.
The city of Cirebon is even closer, so that people and businessmen from the western
part of Central Java such as Brebes cab legally use BUB Kertajati for the traffic of
people and goods.
3. Islamic School Activities in Babakan Ciwaringin
There is a Pesantren (School of Integrated Islamic Education) in the area.
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CHAPTER III
DESCRIPTION OF ENVIRONMENTAL CONDITIONS
3.1
PHYSICAL AND CHEMICAL COMPONENTS
3.1.1
Climate
The Study area is located in the tropical climate with two seasons, dry season and
rainy season. Based on the data series for the last 10 years, the climatic parameters
in the study area are as follows: the highest monthly rainfall for 10 years in
Purwakarta region occurred in January (369 mm) with 16 days of rain and the lowest
in July and August (43 mm) with 3 and 1 day of rain.
The highest rainfall in Subang area occurred in January with 15 days of rain at 325
mm, and the lowest occurred in August with 26 mm to 1 day of rain. In Indramayu the
highest rainfall (288 mm) occurred in March with 24 days of rain and lowest in August
(51 mm) with 5 days of rain. In Cirebon the highest rainfall was in January (348 mm)
with 19 rainy days and the lowest at 50 mm with 3-day rainfall in August. In
Majalengka the highest rainfall of 351 mm with 17 rainy days is in January and lowest
in August by 58 mm by 5 days of rain. Indonesian climate is classified based on the
number of wet and dry months, where the wet months is the month with a total
rainfall of more than 100 mm, while the dry months is the month with a total rainfall of
less than 60 mm.
From the number of wet and dry months it is given the symbol Q ratio which is the
ratio between dry and wet months. From the analysis results obtained by Q to
Purwakarta regency for 0.20 including zone B with wet climate conditions, in areas
including Subang Q 0.33 zone B with a wet climate, Indramayu Regency with Q 0.30
including zone B with a wet climate, Majalengka regency with a Q value of 0.09
considered Zone A with a very wet climate, Cirebon regency Q value of 0.09
classified as zone A with a very wet climate.
Temperature, Wind Direction and Speed
Average maximum temperature in the study area ranged between 6.28-30.9oC, while
the average minimum temperature ranged between 19.2-21.8oC. Average wind
speed in the study area ranged from 3.4-4.6 km / hour with general wind direction
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relative to the West, East, Northwest, and Southeast.
a. Air Quality
To determine the air quality in the area around the planned Palimanan Cikampek toll
road site in the Andal study, direct measurements were taken at 10 locations on 20
September to 3 October 2007, which in general show air quality parameters are still
below standard compared with Government Regulations (PP) No. Rl. 41 of 1999.
The measurement results are presented in Table III.1.
Table III.1 shows where at certain points such as at the point of sampling locations in
Palimanan U10 that is already quite high levels of CO, where the figure had reached
1030 ug/m3, as well as sampling location U8 and U9 is the location of district and
subdistrict Ligun Ciwaringin has reached 916 ug/m3.
Dust levels are high enough at the sampling point U1 and U9, which reached 90 and
154 ug/m3; this is the case given the sampling locations were in urban areas.
b. Noise
Table III.2 shows the results of data measuring of air quality sampling at several
points along the highway; these sampling activities were carried out to determine the
level of noise in the environment around the location of the Palimanan-Cikampek toll
road alignment along ± 116.4 km, measured directly in 10 locations. The
measurement results appear to in general still be below the standard quality of PP
No.41/1999.
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III-2
Table III.1
Result of Air Quality Measurement in the Project Location
No Component
Result
Unit
U1
U2
U3
U4
U5
U6
U7
U8
U9
Quality
Standard
U10
1 SO2
µg/m3
<26
<26
<26
<26
<26
<26
<26
<26
<26
<26
900
2 CO
µg/m3
458
687
458
801
343
572
456
916
916
1030
2.600
3 NO2
µg/m3
130
140
71
78
93
94
36
72
0.1
93
400
4 O3
µg/m3
<7
<7
<7
<7
<7
<7
<7
<7
<7
<7
200
5 HC
µg/m3
35
25
33
25
39
<5
<5
<5
35
57
160
6 Debu
µg/m3
90
85
46
45
28
23
51
6
51
154
230
7 Pb
µg/m3
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
2
Source: Lab. Analysis of Sucofindo, 2007
< = Less than the detection limit indicated
Temperature
Pressure
Humidity
Wind Speed
Wind Direction
Weather
EIA
: 29 °C
: 759mmHg
: 61 %
: 1 - m/s
: East
: Bright
Notes:
U1 = Village Cinangka, Sub-district. Bungursari Regency.
Purwakart
U2 = Village Cimahi, Sub-district. Cempaka Regency.
Purwakarta
U3 = Village Wanakerta, Sub-district. Purwadadi Regency.
Subang
U4 = Village Wanasari, Sub-district. Cipunegara Regency.
Subang
U5 = Village Cikawung, Sub-district. Trisi Regency.
Indramayu
U6 = Village Kertawinangun, Sub-district. Kertajati
Regency. Majalengka
U7 = Village Jatisuro, Sub-district. Jatiwangi Regency.
Majalengka
U8 = Village legal Aren, Sub-district. Ligun Regency.
Majalengka
U9 = Village Babakan, Sub-district. Ciwaringin Regency.
Cirebon
U10 = Village Pegagan, Sub-district. Palimanan Regency.
Cirebon
III-3
But the location is above the village of Cinangka standard of quality of 55.9 dB (A)
and at locations Wanakerta Village, District Purwadadi, Subang regency (STA 117
+000) of 76.3 dB (A) compared with PP Rl No.41 / 1999 with the allotment of
residential areas by 55 dB (A). This is due at the time of measurement is affected by
the activities of motor vehicles.
c. Surface/ River Water Quality
The quality of surface water was observed in river water quality around the site of the
planned Palimanan-Cikampek toll road. Measurement of surface water quality
conducted on 10 locations is shown in Table III.3. Then the results were compared
with quality standards according to Government Regulation No. 82/2001. In general,
surface water quality parameters are still below standard PP No.82/2001.
Overall quality of river water is still in good condition, when compared with quality
standard, but some rivers such as Cipanas river and Cipunegara river, have a value
of chloride and total density that is quite high.
Likewise with coli bacterial contamination, almost every river in the sampling is
contaminated with coli bacteria, such as Cibodas river where coli contamination this
as high as 42.000/100 ml; 25.000/100 ml in Cilmaya river, 1.300/100 ml in Ciherang
river. This condition indicates that the aquatic environment, particularly surface water,
has been polluted by domestic waste, especially waste of human excrement, so that
the possibility of spread of disease through the medium of water is probable.
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III-4
Table III.2
Noise Measurement Result in the Project Location
Result
No
1
Unit
dB(A)
K1
K2
K3
K4
K5
K6
K7
K8
K9
K10
55.9
54.2
76.3
53.6
54.6
57.7
54.3
46.1
44.2
50.2
Quality
Standard
55
Source: Analysis of Sucofindo, 2007
Notes:
K1
= Village Cinangka, Sub-district. Bungursari Regency. Purwakarta
K2
= Village Cimahi, Sub-district. Cempaka Regency. Purwakarta
K3
= Village Wanakerta, Sub-district. Purwadadi Regency. Subang
K4
= Village Wanasari, Sub-district. Cipunegara Regency. Subang
K5
= Village Cikawung, Sub-district. Trisi Regency. Indramayu
K6
= Village Kertawinangun, Sub-district. Kertajati Regency. Majalengka
K7
= Village Jatisuro, Sub-district. Jatiwangi Regency. Majalengka
K8
= Village legal Aren, Sub-district. Ligun Regency. Majalengka
K9
= Village Babakan, Sub-district. Ciwaringin Regency. Cirebon
K10
= Village Pegagan, Sub-district. Palimanan Regency. Cirebon
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III-5
Table III.3
Measurement Result of Surface Water/ River in the Project Location
No Parameter
2
Physical:
Temperature at
lab
Dissolved Solid
3
Suspend Solid
1
Unit
Measurement Result for Each River
SI
82
S3
S4
S5
S6
S7
S8
S9
S10
29.9
30.1
29.5
30.5
30.1
28.2
30.2
29.6
30.5
29.8
mg/L
218
292
98
123
257
151
749
289
497
216
mg/L
15
18
73
21
10
61
14
0
13
3
o
C
Quality
Standard
50
Notes:
*) Standard Methods, 21st Edition 2006, APHA-AWWA-WEF
N/T = Not tested as per client request
#) Requirement means = Threshold limit value of parameter as tested comply with Government Regulation of
Republic Indonesia No. 82/2001
Water quality classification specified as 4 (four) class i.e
First class (I)
: Raw water which can be used for raw drinking water, and / or similar usage
Second class (II)
: Raw water which can be used for recreation infrastructure, river fishery cultivation,
Animal husbandry, irrigation and / or similar usage
Third class (III)
: Raw water which can be used for river fishery cultivation, animal husbandry, irrigation and / or similar usage
Fourth class (IV)
: Raw water which can be used for irrigation and / or similar usage
ϕ) Based on radioactivity analysis result by National Nuclear Energy Agency / BAT AN - sub contracting.
S1 = River Ciherang
S2 = River Cilamaya
S3 = River Cibodas
S4 = River Ciasem
S5 = River Cilamatan
EIA
S6 = River Cipunegara
S7 = River Cipanas
S8 = River Cimanuk
S9 = Kanal Ciliwung
S10 = River Ciwaringin
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d. Shallow Ground Water Quality
The observed groundwater quality is the quality of ground water in residential wells
around the planned Cikampek-Palimanan toll road; indicator of the quality of ground
water that is feared will occur changes in groundwater quality due to construction
activities and operations. Measurement of surface water quality was conducted at 10
locations. Results of analysis of ground water quality are shown in Table III.4, and
compared with quality standard by the Minister of Health Regulation No. 4167
Menkes / Per / IX / 1990; the results look in general still below standard.
From the results compared with the quality standards, the L10 location in the village
of Centella asiatica, District Palimanan, it can be seen that the shallow ground water
is already visible in color, thus indicating the water has begun to be polluted.
Sampling location, L6 in Kertawinangun Village, has dissolved solids that exceed the
threshold of 2284 mg / l which is the quality standard of 1.500 mg / lt, so that there is
an excess of 784 mg / lt.
Levels of nitrate in 5 (five) locations already exceed the threshold, as in L1. L2, L4,
L8 and L10, which are found in the largest village location Cikopo-Purwakarta and
Palimanan respectively 24.8 mg / l and 31 mg / l, this shows that the region has
already started contaminating the water source with domestic waste results from
human activity.
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Table III.4
No
Measurement of Clean Water in the Project Location
Parameter
Unit
L1
L2
L3
L4
L5
Test Result
L6
L7
L8
L9
L10
Threshold Limit
Value
1
2
Physical :
Colour
Odour
R Co scale 0
6
0
0
0
0
0
0
0
45
50
Odourless Odourless Odourless Odourless Odourless Odourless Odourless Odourless Odourless Odourless Odourles
3
4
5
Taste
Turbidity
Dissolved Solid
NTU
mg/L
Tasteless
0
96
Tasteless
1.8
204
Tasteless Tasteless Tasteless
0
2.7
0
23
156
305
Tasteless Tasteless Tasteless Tasteless Tasteless Tasteless
0
0
0.23
0
24.0
25
2.284
511
206
234
369
1.500
< = Less than the detection limit indicated
Notes:
L1 = Deep-Well in Village Cinangka
L2 = Deep-Well in Village Cimahi
L3 = Deep-Well in Village Wanakerta
L4 = Deep-Well in Village Wanasari
L5 = Deep-Well in Village Cikawung
L6 = Deep-Well in Village Kertawinangun
L7 = Deep-Well in Village Jatisuro
L8 = Deep-Well in Village Tegal Aren
L9 = Deep-Well in Village Babakan
L10 = Deep-Well in Village Pegagan
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note
3.1.2
Physiography and Geology
A. Physiography
Broadly speaking, geomorphology and surrounding areas along the CikampekPalimanan Toll Road plan can be divided into the following geomorphological units
(see Table III.5):
1) Unit morphology lowlands and river plains, in the form of alluvium with a slope of
0-3%.
2) Unit wavy morphology, formed by young volcanic rocks with a slope of 3-5%.
3) Unit morphology hills and mountains with fine reliefs, formed by young volcanic
rocks and sandstone with a slope of 5-15%.
4) Unit morphology hills and mountains with a relief of moderate, formed by tuff,
sandy tuff and breccia with a slope of 15-30%.
5) Unit morphology hills and mountains with high relief, formed by sandy tuff, breccia
and andesite with a slope of 30-70%.
Table III.5
No.
Mophology along the planned Toll Road
Slope
%
Morphology
Elevation
Above Sea
Level (m)
Litology
% of
Length
Note
1
Lowlands and river 0-3
plains
27.50-95.50
Aluvium, tuf,
tufan, breksi
volcano
86,94
On the east side,
generally as paddy field
and plantations
2
Countoured area
3-5
38.50-82.00
Tuf, tufaan and
aluvium
7,72
On the east side, as
rubber plantations
3
Hill and
mountainous w/
low reliefs
5-15
45.50-68.00
Tuf, pasir
tufaan dan
breksi
3,75
On the west and middle
part of the project location
4
Hill and
mountainous w/
medium reliefs
15-30
70.00-70.50
Sand rock, tuf
and tufaan
1,27
On the west and middle
part of the project location
5
Hill and
mountainous w/
high reliefs
30-70
90.00100.00
tufaan, breksi
and andesit
0,32
On the west side, in the
form of protected forest.
Source: Geology and Environment Agency of Bandung
The average profile for the existing ground conditions along the toll road plan can be
seen in Figure 3.1 Overall, the profit is quite bumpy path. The variation of the depth
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differences along the path about 80 meters and a maximum of 100 meters above sea
level, generally in the northern town of Subang (± Sta. 116 +000) to 20 meters in the
eastern coastal plain town of this experiment.
For low-lying areas like the Sta. 102 +000, 138 +000 -143 +000, and Sta. 181 +000
including the valleys of the river-river, like River Cimalaya, Cilamatan, Cipunagara,
and on the plains of the Cimanuk river reservoirs from the mountains to the south.
This river flows on alluvial flood plains reservoir. Cimanuk valley is in the eastern
region, the surface elevation rises again and finally fell on the plains east coast city of
this experiment.
Highlands can be correlated with each of the mountain peaks to the south and
forming a lowland that stretches to the north.
Figure III.1
Topographical Conditions in the Project Location
In the plains area designation in the dominance of residential land and rice fields.
While in the residential area there are choppy, paddies, fields and bushes.
Overall the location of this toll road plan along 57.900 km (49.91%) is in the area
choppy and 58.100 km (50.09%) are in plain blood.
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The geology in the area occupied by the flat alluvial river deposits consisting of clay,
silt, sand and gravel that are still loose. While the wavy region also occupied other
than alluvium deposits tufa stone and clay that had rotted. Coarse-grained rocks are
at distances ranging from 10 to 40 km south of the highway alignment. These rocks
are highly potential for use as building materials in highway construction. Coarse
aggregate exists in some Plered Purwakarta, around town and slightly in
Tanjungsiang Brass. Fine aggregate (sand) is located at around Plered Purwakarta,
Subang area south of the city and around the city Majalengka. Land urug (for subgrade) located in the south of the town of Subang, about the city and around the city
Sumedang Majalengka.
Morphological conditions along this highway project consists of five different
locations, can be seen in Table III.6.
The above table shows that low-lying areas and river banks covering 86.94% of the
total length of the highway. At these locations are generally composed of layers of
alluvium, tuff, sand tuffaan, breccia, and the rest of widespread volcano. On the other
hand, there is only the hill and mountain areas as much as 0.32% and is generally
located below the timber area and rejuvenation of forests / plantations.
B. Geology
In 5 (five) regions to be traversed Cikampek-Palimanan toll road there are several
types of rocks (geology), namely: gabbro, Pliocene sedimentary facies, Miocene
limestone facies, Pleistocene sedimentary facies, Pleistocene volcanic facies, the old
quarter volcano, alluvium volcanic facies, facies Miocene sediments, andesite and
alluvium. The geology along the lane toll road plan Cikampek - Palimanan formed by
younger rocks to the old rock as follows:
1. River sediment (Qa) consists of clay, silt, sand, mud and gravel, a river sediment
composition of Holocene
2. Young volcanic rocks are the result of irreducibly (Qyu): breccia, andesite and
basalt lavas, tuffaceous sand, originating from Mount Tampomas lapili (in Bandung
LBR) and Mount Cireme. Usually these rocks form the plains or low hills with soil that
is gray and reddish yellow.
3. Tuffaceous sandstone, clay and conglomerates (Qv)
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Table III.6
Geolofical Formation Age Surrounding the Project Location
Geological Age
Formation
Description
Kuarter
Aluvium (Qa)
Clay, silt, sand and gravel
Result of volcano (Qyu)
Breccia, andesite, basalt, tuffaceous
sand from mountain Ceremai.
Holosen
Cilamaya (Qv)
Plistosen
Kaliwangi (Tpk)
Pliosen
Tersier
Subang (Tms)
Miosen
Tuffaceous sandstone, tuffaceous
silt, clay, konglomeret, breccias and
fine-grained sand
Claystone
with
tuffaceous
sandstone, conglomerate, limestone,
and some layers of lignite and lignite.
Claystone with marble stones and
marble stones are generally dark
gray in color
Source: Geology Research and Development Center Bandung
4. Formation Kaliwangu (TPK): claystone with tuffaceous sandstone, conglomerate,
found local layers of calcareous sandstone and limestone.
5. Subang Formation (TMS): Stone clay with marble inset and marble stones are
generally dark gray in color hard, in some places inserted glauconite sandstone is
gray.
Each type of rock through which the road to) and surrounding area can be seen in
Figure III-2
Geological Map Along the Toll Road Plan. The details of the spread of
any type of rock along and around Cikampek toll road plan - Palimanan are as
follows:
Rock Types Along the Toll Road Plan
1. Alignment Cikampek - Cikopo (Sta. 91 + 50-94 + 00): Stone tuffaceous sand, clay
and conglomerates (Qav), derived from lava deposits Qob. This unit occupies most
of the plains Plered and land in the northeast Purwakarta table. Tuffaceous
sandstones sometimes contain pumice; clay containing the remains of plants;
conglomerates, breccias and fine sand, layered horizontal / virtually flat.
2. Alignment Cikopo (Bungursari) - Cimahi (Campaka) (Sta.94 + 300 EIA
III-12
96 +100), Along the valley Ciherang: Represent Subang Formation (TMS), which
consists of limestone with marble inset and marble stones are generally dark gray in
color hard, some places inserted glauconite sandstone is gray.
3. Alignment Cimahi (Campaka) - River CIPUNAGARA (Sta.96 + 100 -142 + 50):
Form of tuffaceous sandstone, clay and conglomerates (Qav)
•
alignment of cilamaya River (Sta. 101 + 902) Sub-district. Campaka
Purwakarta: Form of Deposition River (Qa) consists of clay, silt, sand, mud
and gravel, in the form of the composition of Holocene river sediments. River
is tipped from G. Tangkuban Perahu.
•
alignment of Ciasem River (Sta. 123 + 458) Sub-district. Pagaden Subang:
Form of Deposition River (Qa) consists of clay, silt, sand, mud and gravel,
Holocene river deposits in the form of composition. River is tipped from G.
Tangkuban Perahu.
•
alignment of Cipicung River (Sta. 126 + 313) Sub-district. Pagaden Subang,
and CIPUNAGARA River (Sta. 142 + 350) Sub-district. Campaka Purwakarta:
Form of river sediments (Qa) consists of clay, silt, sand, mud and gravel, in
the form of the composition of Holocene river sediments. River is tipped from
Buligir and G. G. Tampomas.
4. Alignment CIPUNAGARA River (Sta. 142 +350) district. CIPUNAGARA Subang (Sta. 152 + 850) Compiled by tuffaceous sandstones, clays and conglomerates
(Qav), derived from lava deposits Qob. This unit occupies most of the terrain and soil
Plered table in Northeast Purwakarta. Tuffaceous sandstones sometimes contain
pumice; clay containing the remains of plants; conglomerates, breccias and fine
sand, breccia and sand smooth. Layered flat / almost flat.
5. Alignment Kertajati - The intersection of the road. Kertajati - Teak Seven (Sta. 178
+ 000 - Sta. 179 + 002) of River Sediment (Qa) clay, silt, sand, mud and hook, a
composition of Holocene river sediments.
6. Alignment Jatitujuh - Cimanuk River - River Cikeruh (Sta. 179 + 002 - Sta. 191 +
060) Sub-district. Cisambeng Majalengka of Alluvium (Qa): clay, silt, sand, gravel,
especially Holocene river sediments.
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7. River alignment Cikeruh - Sta. 193 + 960: Form of results
Young Volcano irreducibly (Qyu): breccia, andesite and basalt lavas, tuffaceous
sand, originating from Mount Tampomas lapili (in Bandung LBR) and Mount Cireme.
Usually these rocks formed plains or low hills with soil that is gray and reddish yellow.
8. Alignment Sta. 193 + 960 sd Sta. 195 + 960: Form of Formation Kaliwangu (TPK):
claystone with tuffaceous sandstone, conglomerate, found local layer - a layer of
calcareous sandstones and limestones.
9. Alignment Sta. 195 + 960 - Sta. 198 + 460: Form of the volcano irreducibly Young
(Qyu) consisting of breccias, lavas are andesite and basalt, tuffaceous sand,
originating from Mount Tampomas lapili (in Bandung LBR) and Mount Cireme.
Usually these rocks form the plains or low hills with soil that is gray and reddish
yellow.
10. Alignment Sta. 198 + 460 - Sta. 203 + 960: Form of Formation Kaliwangu (TPK):
claystone with tuffaceous sandstone, conglomerate, found local layer - a layer of
calcareous sandstones and limestones.
11. Alignment Sta. 203 + 960 - Palimanan containing results irreducibly Young
Volcano (Qyu): breccia, lavas are andesite and basalt, tuffaceous sand, originating
from Mount Tampomas lapili (in Bandung LBR) and Mount Cireme. Usually these
rocks form the plains or the hills redah with soil is gray and reddish yellow.
Throughout the Toll Road plan of Cikampek - Palimanan starting from Purwakarta
Regency, Subang regency, Indramayu Regency, Majalengka and Cirebon, there is
no direct intersecting geological structures. Only in Ciwaringin shear fault which
almost cut off the Gaza plan for toll roads, namely fault trending north - south on the
southern slope of Mount Kromong exactly south of the toll road plan. This fault was
found in the rocks of the Formation Kaliwangu compiled by claystone with tuffaceous
sandstones and conglomerates. This fault zone is a weak zone that potentially
threatens the movement of soil in this region, and along the fault lines found in the
location of oil seepage and hot springs. The other sections along the toll road plan is
not interrupted by geological structure, where existing structures are found in areas
south of Highway route plan with the nearest distance of 8-9 km. This geological
structure in the Geological Map is indicated by red lines.
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Other potential impacts are on "alert area of the eruption of Mount Tangkuban
Perahu" which flows along the River Cidahu Subang Regency exact intersection with
River Road Toll Cidahu in Cidahu and Batununggal. So, that the flow of material in
the form of vomit Mount Tangkuban Perahu lava lava and should be anticipated.
Another potential impact is an area that included "the possibility of potentially flow of
debris flow hazard eruption of Mount Cereme" namely the river - river that cut the toll
in the Gaza plan Dawuan, Jatiwangi, Source Jaya and Plumbon.
Technical Geology
Technical Geology is concerned with the nature of the discussion on the physical /
mechanical soil and rock. While the details of the discussion are represented by the
Technical Geology Map (see attachment). The details of each unit of engineering
geology along the Toll Road plan outline are as follows:
•
Sandy clay and clay sand [As (sc)]: Endaparr natural levee / embankment
river, between 1-10 meters thick, brownish gray to gray-black, very fine to
coarse grained, rounded to angular, graded bad, high permeability, density off
until solid. Allowable soil bearing capacity low to moderate, easily excavated
with non-mechanical equipment. The depth of the shallow ground water freely
until luktuasi in and influenced by river water. Engineering Geology Unit of the
potential local flooding and potential mudslides on river cliff lateral river
erosion.
•
Sandy clayey silt and silt [R (me) (cm)]: Soil residue is a hash weathering
tuffaceous sandstone, tuff, conglomerate, agglomerate, and breccia lapili,
between 2-20 meters thick. In the center and south of this unit contains a lot
of gravel and boulders of igneous rocks, reddish brown, medium plasticity high, low permeability, firm to stiff, the allowable soil bearing capacity of low moderate, easy-digging a bit difficult if you use non equipment mechanics, the
depth of ground water is free - within.
•
Clay [Re]: Soil residual weathering product of claystone, between 1-3 meters
thick, brown to blackish brown color, containing local shale and sandstone
fragments, plasticity and low permeability, firm consistency. Allowable soil
bearing capacity low - moderate, easy to dig a little difficult if you use non-
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mechanical equipment. The depth of ground water in till there is not free. In
this technique the local geology unit-local potential ground movement. •
Sandstone, conglomerate and tuffaceous sandstone [SS, CG]: It is a
Quaternary volcanic sediment deposition and deposition of the Tertiary
Formation Citalang. Subang Formation sandstone member. Blackish brown
conglomerate with component consists of andesite, basalt, sandstone and
other rock, measuring 1-5 meters, rounded to angular, high porosity,
cementation low and low hardness. Sandstone and tuffaceous sandstone of
yellowish brown, fine to coarse grained, angular to rounded sole, composed
of feldspar composition, volcanic ash and a little black minerals, moderate to
high porosity, cementation is, rather loudly. Carrying capacity of a high rock,
digging a little difficult to difficult if you use non-mechanical equipment. The
depth of ground water freely, in some places is not found at all.
•
Claystone [Cs]: It is a tertiary sedimentary deposits of the Formation and
Kaliwangu Earring, gray-green, bedding is not clear, containing local iron
concretion, molluscs and pieces of gypsum, low violence, low bearing
capacity of rock, digging a bit difficult when using non-mechanical equipment.
In engineering geology unit is free ground water is difficult to obtain, the slope
is less stable and potentially high landslide.
Breccia and Lava [BX, LH]: local interspersed agglomerate, lapili and lava, a volcanic
deposits Tangkuban Perahu Mountain and. Tampomas. Generally blackish brown,
the component consists of andesite basalt, pumice-sized gravel to boulders, sand
tufa base period, until rounded angled hearted, low to moderate porosity, low to
moderate hardness. Carrying capacity of a high rock. Excavation is difficult when
using non-mechanical equipment. Free ground water hard to come by, except at the
foot of the mountain. In this technique the local geological units inclu Geological
Hazards:
1. Settlement Vulnerability
Land subsidence is a decrease vertically from a structure that influenced the addition
of surface loading or the influence of rock / soil. This potential occurs in the backfilled
clay lithology. So the threat of settlement could occur at the landfill over the clay,
which is found in the local distribution of clay- interspersed with local tuffaceous
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sandstone and conglomerate, Cikampek – Palimanan planned Toll Road Line,
namely on:
1. Heap on the alignment Cikampek (Sta. 91 500) to River CIPUNAGARA (Sta.
142 + 350) Sub-district. CIPUNAGARA Subang: tuffaceous sandstones, clays
and conglomerates (Qav)
2. Embankment at Sta. 152 + 850 near Kamerang until Sta. 178 +000 near
Kertajati, a tuffaceous sandstones, clays and conglomerates (Qav)
3. The possibility occurred in embankment at Sta. 193 + 960 sd Sta. 195 + 960
Represent Kaliwangu Formation (TPK): claystone with tuffaceous sandstone,
conglomerate, found local layer - a layer of calcareous sandstone and
limestone.
4. Embankment at i on Sta. 198 + 460 sd Sta. 203 + 960 form Kaliwangu
Formation (TPK): claystone with tuffaceous sandstone, conglomerate, found
local layers of calcareous sandstones and limestones.
5. The possibility of the pile in alignment Cikampek (Sta. 91 500 Ciherang-River
(Sta. 95 + 006) Sub-district. Campaka Purwakarta until CIPUNAGARA River
(Sta. 142 + 350) Sub-district. CIPUNAGARA Subang: tuffaceous sandstones,
clays and conglomerates (Qav)
6. Embankment at Sta. 152 + 850 Kamerang sd near Sta. 178 +000 near
Kertajati, a tuffaceous sandstones, clays and conglomerates (Qav)
7. The possibility of the Heap in Sta. 193 + 960 sd Sta. 195 + 960: Form of
Formation
Kaliwangu
(TPK):
claystone
with
tuffaceous
sandstone,
conglomerate, found local layer - a layer of calcareous sandstone and
limestone.
8. Embankment at Sta. 198 + 460 sd Sta. 203 + 960 form Kaliwangu Formation
(TPK): claystone with tuffaceous sandstone, conglomerate, found local layers
of calcareous sandstones and limestones.
While the dangers of land subsidence "little possibility of happening", and if there is a
result of soil degradation in vast areas that declined together or not. The main factor
is as a result of drawdown which occurred drastically; its compressibility is generally
on high ground.
2. Landslide Hazards In Subang claystone Formation
Landslide Hazards could potentially occur in the claystone with blackish gray, easy to
inflate when the hit the water, brittle and fragile when dry. As events in Sta. 91 Toll
Cipularang was worsened by the presence of conglomerate above factors in the wet
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clay so that ground water entering the conglomerate accumulated in the boundary
clay (clay water-resistant and easy to inflate), so the limit is a field of slip and clay
expands causing vanish at these toll roads. A type of clay found in the Gaza planned
Toll Road Cikampek - Palimanan, namely in: Valley Ciherang at a location between
the Village District Cikopo Bungursari up to the Village Campaka District Cimahi
Purwakarta Regency, precisely in the segment Station 94 + 350 to +100 with 96
stations.
3. Liquefaction Hazard
From the distribution of rock types that have been outlined above there is no potential
"liquefaction" caused by the vibration of pile installation time or an earthquake. As a
result of this vibration potential land subsidence of fine-grained sand soils, uniform,
with low density and under ground water, and this did not occur along the toll roads.
4. Seismicity
Level of seismicity in the Toll Road plan sepanjarig Cikampek - Palimanan along
116.4 km passing through administrative regions Purwakarta Regency, Subang,
Indramayu, Majalengka and Cirebon through the Quaternary and Tertiary rocks.
Toll Road as a whole is in the region 4 and the basic seismic coefficient between
0.15 g to 0.1 g and soft soil to hard soil. Seismic forces in this region are not great
and the planned structure as the structure of type B or C as classified BMS7-K art.
1.8.3.Titik - a potential point of earthquake affected the region that will be passed toll
road plan will not be teriepas of seismotectonic patterns in Indonesia, especially Java
seismotectonic pattern of the West.
From the seism tectonic map issued by the Indonesian Geological Research and
Development Centre in Bandung for 100 year earthquake, the seismic point of having
the most potential impact as much as 29 points with the following details:
1. An earthquake with Greatness (Magnitude) 5-6 with shallow depth (00-90 km)
there are 7 points along the northern plains begin Depok - Karawang until
Cirebon-Pemalang.
2. An earthquake with Greatness (Magnitude) 5-6 with a depth of medium (90150 km) there are 7 points along the northern plains begin Tangerang Depok to Indramayu - Cirebon - Pemalang.
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3. An earthquake with Greatness (Magnitude) 5-6 with shallow depth (00-90 km)
there are 4 points in the Java Sea with 1 point off the coast of Serang and 3
points Indramayu offshore.
4. An earthquake with Greatness (Magnitude) 5-6 with medium depth (90-150
km) there are 3 points in the Java Sea with 1 point off the coast of Bekasi and
2 points off the coast of Cirebon - Pemalang.
5. An earthquake with Greatness (Magnitude)> 6 with a shallow depth (00-90
km) is located at 2 points in the Java Sea off the coast of Jakarta far at sea or
in the middle between Jakarta and the island of Belitung.
6. An earthquake with Greatness (Magnitude) 5-6 with depth in (150-650 km)
there are 5 points away in the Java Sea off the coast of Jakarta - Karawang
and Indramayu.
7. An earthquake with Greatness (Magnitude)> 6 with depth in (150-650 km) is
located at a distant point in the Java Sea off the coast of Karawang.
While the point - the point of another quake less potential impact on the Toll Road
plan Cikampek - Palimanan Mountains Region is located at the southern part of Java
and in the Indian Ocean off the coast of Pandeglang - Suregencyumi to Garut Cilacap. For more details can be seen in Figure 3.3 seism tectonic map of Java.
5. Floodplains
Based on the "Cimanuk River Flood Control Project (1995)", the project was
concerned with flooding under the weir crossing in Cimanuk Range, the downstream
section of the trajectory map of the highway. Area - the area is lower than Cimanuk
ditanggul: levees - levees that crossed into the upstream of the bendung rentang and
include sub river of Cuyu Cisambeng.
Because of the dike - the low embankment is incomplete; it only gives a little flood
protection. Existing levee flood designed to withstand high 25 annual surveillance
with 1.00m, but the insufficiency of the protection seen when the floods in 1993 which
have a large enough pool of flooding. Learn more about the wide puddles in
waterplains are presented in Figure 3.4.
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EXTENT OF FLOODING IN 1993 IN CIMANUK BASIN
UPSTREAM OF RENTANG WEIR SOURCE : CIMANUK
RIVER FLOOD CONTROL SUB-PROJECT : DESIGN
REPORT 1995
DIRECTION OF OVERLAND FLOW (decuded)
SCALE
1
:
100,000
FLOOD EMBANKMENT IN VICINITY OF CPTR
Source : Evaluation of Assessment, 1996.
Figure III.2
EIA
Flood Embankment in The Vicinity of the project
III-21
3.1.3 Hydrology
In the area along and around Cikampek toll road plan - Palimanan water catchment
areas as well as a region upstream from the river that cut the toll road can be divided
into two catchment areas, namely:
1. Absorption peak area (recharge area), characterized by the order into a river
that grew into order to 2 and a region upstream from the river - river. With a
very tight contours. 30-45% slope. Irregular ridge pattern, shape and
morphology of the valley V cone, for example in the vicinity of Mount
Tangkuban Perahu, Mt Sanggabuana, Mount Tampomas and in the
Mountains Kromong.
1. Water recharge area (downslope), are areas that serve as catchment areas in
the middle of the river flow, characterized by river order 1, 2 and 3. Density
contours rarely, slope between 5-15%. In this area many springs that are
found upstream of many children river. Flow pattern river near dendritic - subdendritic. This area is also part of the upstream river Cisiluman children,
Cicadas, Cibuang, Cibodas, Cipicung, Cipapan, Ciluncat, Cubunut, Cibugang
and Cikaranti. While that is a hilly morphology with fine reliefs, such as
Pagaden, Kroja and Jatiwangi.
Based on studies conducted by IWACO, Annual Recharge groundwater (Agr) in
Purwakarta district amounted to 276 million m3/year. Districts that have the highest
Agr Wanayasa District is 67 million m3/year, while those with the smallest Agr
Tegalwaru contained in the District in the amount of 13 million m3/year.
a. Rivers
In the five districts that will be passed Cikampek-Palimanan toll road plan, there are 7
pieces River Basin (DAS) of the watershed Ciherang / cilamaya in Purwakarta
district, watershed and watershed Ciasem CIPUNAGARA in Subang regency,
Indramayu District Cipancuh watershed, watershed and catchment Cipanas Cimanuk
in Majalengka, and watershed Ciwaringin in Cirebon District (see Figure 3.5).
All are divided into 73 main river, from River Cilandak in Purwakarta Regency
Cisiluman and River to River Cibalakuya in Subang Regency, also of River and River
Cipahit Cipapan Indramayu District and River to River Cipanas Cikadongdong in
Majalengka, and continue from River Cikaranti until Wadas River in Cirebon. Rivers
generally has a dendritic stream pattern with the flow direction from south to north,
EIA
III-22
from the region with a series of Mount Tangkuban Perahu, Mt Burangrang, Mount
Sunda, Mount Tampomas until Mountains Kromong continue to flow into the region
known as the northern coast and empties into the Java Sea.
In Table III.7 can be seen the list of rivers which cut off the toll road plan.
EIA
III-23
Figure III.3
EIA
Map of River Basin Around The Project Location
24
Table III.7
Rivers Cut by TheToll Road Project
No.
RIVER
STASION
Sta. ke
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
CIHERANG
CILANDAK
CILAMAYA
CISILUMAN
KALIJATI
PAKUHARJA
CICADAS
CIBEUNYING
CIJENGKOL
CIBEULEUTOK
CIBUANG
CIBUANG
CIBURANGRANG
CIRACAS
KALIJAMBE PEMBAWA *)
KALIJAMBE PEMBUANG
CICONGOK
CILARANGAN
CIBODAS
CIGINTUNG
CIBENING
CIASEM
SAMPAN
CIDAHU
CIRCLING
CIPEJEUH
CIGADUH
CIGEDE
CIKADEUPLAK + PED
HANDIWUNG + PED ACC
CIPULUNG + PED ACC
CIBEUREUM
CIBOGO
CILAMATAN
JDIBALAKUYA
CIPUNEGARA
CIPAPAN
CIKALE
CICADAS
CIBUAN
RIVER CIKANDUNG
CIBIUK
CIBURLAL
CIPANCU
CIPAHIT
CIPONDOH
95 + 006
99 + 030
101 + 902
104 + 304
105 + 009
106 + 073
106 + 652
107 + 575
107 + 779
107 + 905
109 + 950
110 + 175
111+
114 + 432
116 + 350
116 + 714
118 + 579
120 + 224
120 + 624
120 + 912
122 + 745
123 + 458
124 + 227
126 + 021
126 + 313
127 + 510
127 + 740
129 + 675
130 + 551
130 + 904
134 + 472
135 + 016
136 + 278
138 + 810
141 +654
142 + 350
143 + 716
144+ 159
144 + 985
145 + 932
146 + 826
148+ 130
1 50 + 558
152 + 500
154 + 091
159 + 500
EIA
LENGTH
River
(m)
212
187
223
73
64
43
64
46
34
46
52
64
97
54
52
48
49
62
100
46
71
240
49
72
54
77
76
58
60
34
53
42
40
90
82
360
56
47
58
56
44
41
34
42
37
50
DEBIT
( m3/sec )
LOCATION
Cimahi/Campaka PURWAKARTA
Cisaat/Campaka PURWAKARTA
Cipusungsari/Campaka
Karangmukti/Pabuaran SUBANG
Karangmukti/Paburuan SUBANG
Wantilan/Cipeundeuy SUBANG
Sdwaiga/Cipeundeuy SUBANG
Marengmang/Kalijati SUBANG
Marengmang/Kalijati SUBANG
Wanakerta/Purwadadi
Wanakerta/Purwadadi
Kalingsana/Purwadadi
Kalingsana/Purwadadi SUBANG
Cirulule/Purwadadi SUBANG
Batusari/Pagaden SUBANG
Balimbing/Pagaden SUBANG
Cidahu/Pagaden SUBANG
Cidahu/Pagaden SUBANG
Cisaga/Subang SUBANG
Majasari/Cipunagara
Padaasih/Cipunagara
Padaasih/Cipunagara
Padaasih/Cipunagara
Sumurbarang/Cipunagara SUBANG
Sumurbarang/Cipunagara SUBANG
INDRAMAYU
INDRAMAYU
INDRAMAYU
INDRAMAYU
INDRAMAYU
INDRAMAYU
INDRAMAYU
INDRAMAYU
INDRAMAYU
Trisi/Cikawung INDRAMAYU
III-25
344.92
242.12
508.21
2.35
4.36
32.67
73.86
71.55
25.02
16.5
54.67
16.43
42.72
-
No.
RIVER
STASION
Sta. ke
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
CILUNCAT
CIPANAS
SALURAN ALAMI
SALURAN ALAMI
CUYU 1
CUYU 2
CIDUDUT
CILAMANING + RED ACC
LEBAK + RED ACC
SALURAN ALAMI+ RED
CIMANUK
CICADAS
CIBULUH
CILUTUNG CANAL + INS
CIBOGOR
CIBUNUT
CIBAYAWAK
CIKAWANGI
CIPORONG SMALL
CIBUGANG
RAWA*)
CIRANGGON
CIKAWUNG
CIKADONGDONG
RAWA*)
RAWA*)
CIWARINGIN
CIKARANTI
CISEENG
WINONG
CAPLEK
WADAS
160 + 518
161 + 500
164 + 140
171 +610
173 + 857
173 + 992
175 + 165
177 + 890
178 + 229
179 + 692
180 + 700
181 +652
183 + 235
184 + 802
187 + 075
190 + 226
193 + 542
194 + 852
195 + 402
195 + 536
196 + 455
197 + 575
198 + 389
198 + 758
200 + 300
200 + 450
201 + 200
202 + 526
204 + 452
205 + 237
206 + 038
206 + 658
BENTANG
River
(m)
43
120
56
41
54
40
25
44
37
46
315
50
49
25
70
66
42.5
39
45
38
50
44
47.5
52.7
38
38
180
67
66
30
51
43
DEBIT
( m3/sec)
LOKASI
Trisi/Cikawung INDRAMAYU
Kertajati/Merkajaya MAJALENGKA
Kertajati/Merkajaya MAJALENGKA
Kertajati/Palasal MAJALENGKA
Kerajati/Palasal MAJALENGKA
Kertajati/Palasal MAJALENGKA
Kartajati/Kertawinangun
Kertajati/Kertawinangun
Kertajati/Kertawinangun
Kertajati/Sukawana MAJALENGKA
Kertajati/Sukawana MAJALENGKA
Dawuan/Pasirmelati MAJALENGKA
Dawuan/Pasirmelati MAJALENGKA
Jatiwangi/Jaliwangi MAJALENGKA
Jatiwangi/Jaliwangi MAJALENGKA
Ligug/Tegal area MAJALENGKA
Majasuka/MAJALENGKA
Bongas kulon/ MAJALENGKA
Bongas wetan/.MAJALENGKA
Bongas wetan/MAJALENGKA
Bongas wetan/.MAJALENGKA
Bongas wetan/MAJALENGKA
Pajalin lor/MAJALENGKA
Pajalin lor/MAJALENGKA
Budur/CIREBON
Budur/CIREBON
Ciwaringin/CIREBON
Balangamba/CIREBON
Kempek/CIREBON
Kempek/CIREBON
Kempek/CIREBON
legal karang/CIREBON
Source: FED, Study, 2007
b. Rainfall
Rainfall data obtained from Purwakarta Regency Jasa Tirta Public Corporation II,
which carry out monitoring in 9 locations Rain Station located in 9 districts. In the
year 2006, the average precipitation occurs in January, February and March, which
respectively reached 453 mm, 563 mm and 649 mm. Rainfall in Ciracas station
location is an area of highest rainfall during 2006, which is about 5329 mm. Figures
for rainfall is higher when compared with rainfall rates in 2004 and in 2003 reached
4114 mm and 3353 mm. It was raining most rainfall recorded at the station location
Wanayasa namely 189 days, where the state is higher than the state in 2004 is 141
days. Rainfall areas of other districts are not much different from the large rainfall in
EIA
III-26
43.2
44.7
17.2
18.3
53.9
8
78.8
242.9
18.9
8.1
159
14.5
23.1
Purwakarta Regency.
For the highest rainfall Subang area of 325 mm occurred in January with 15 days of
rain and the lowest occurred in August by 26 mm to 1 day of rain. In District
Indramayu highest rainfall (288 mm) occurred in March with 24 days of rain and
lowest in August (51 mm) with 5 days of rain.
Referring to the data from Majalengka in Figures Year 2002, in which this region has
a tropical climate with temperature ranges from 21.9 to 35.4 oC, the amount of
rainfall annual average 2016 mm and rainy days on average 11 days per month.
Rainfall conditions are not much different when compared with rainfall at rainfall
stations Jatiwangi showing large average rainfall 397.8 mm with the dry months
between July and September. To Cirebon highest rainfall in January (348 mm)
dengan19 rainy days and the lowest at 50 mm with 3-day rainfall occurs in August.
c. River and River Basin
River-river intersected by the highway plan Cikampek-Palimanan included in
cilamaya River basin, River CIPUNAGARA, Cimanuk River, with the flow direction
generally trending south - north, which is tipped from the Mountains series
Tangkuban Perahu, Sundanese, and Kromong Tampomas continue to flow to the
coastal plain in the north. Under the direction of flow is then along the Toll Road plan
can be divided into 7 river basin, from north to south, as follows:
•
Watershed Ciherang in Purwakarta Regency, include: Children and River
Cilandak cilamaya river cut by alinemen in the middle of the river basin. This
zone occupies the plains region (-1%), but sometimes undulating (1-4%) in
the upstream watershed. Land used as. rice fields, the fields or plantation on
clay soil.
•
Watershed Ciasem in Subang Regency, among others, with children
Cijengkol River, River Cibenying, River and River Cibuang Cibodas.
•
Topography in this area is hilly, with intensive dry land crops at or near flood
plains.
•
Watershed CIPUNAGARA in Subang Regency, with a child Cipicung river,
River and River Cilamatan Cikandun.
EIA
III-27
•
Watershed Cipancuh Regencyupoaten Indramayu, this river basin there are
little sub river that flows into the River Cipancuh.
•
Watershed Area Cipanas Majalengka, in this river basin flows, among others,
River Ciluncat and billowing River which empties into the River Cipanas.
•
Watershed Cimanuk contained in Majalengka, to this river basin flows among
other Cipari River, River Cipelang, Cisambeng River, River Ciranggon,
Cikeruh River, River and River Cibayawak Cikemanggi.
•
Ciwaringin watershed located in the region Palimanan Cirebun District, where
this river empties into the Mountains Kromong. 3.1.4
Hydrogeology
The main aquifer lithology in the shallow aquifer system in coastal plain region in the
past the toll roads are sand and gravel that filled the ancient river and delta deposits,
which generally has been used to meet the demand for clean water everyday people.
Configuring the aquifer and aquifer productivity in the aquifer system in coastal plain
area is characterized by delta sediment characteristics, with the characteristic vertical
and horizontal distribution of the random between layers of rock with a layer of water
passed in relative clay is water-resistant.
In the aquifer system in, there are indications that with time running, static ground
water level will decrease and the capacity of type wells will also be reduced, which is
expected because of the deteriorating borehole construction. Indicative of this was
found by Pramod (1981), where several wells are drilled to tap the most productive
aquifers at depths between 60-100 m before 1980 to produce discharge 50-70 l / min
with high pisometril - 1.3 m.aml, and in the last decade the average discharge
decreased to 10-30 l / min with a height of 0.75 pisometri m.aml.
Aquifer productivity in hilly areas is low, water-soil with a significant number are found
only locally, exploration drilling has ever done for sugar cane plantations in Forest
Jatitujuh and pan (the Northern Duchy) which resulted in discharge 5 I / sec to
support the statement.
EIA
III-28
Areas classified as ground water scarce regions is the culmination G. Tangkuban
Perahu and G. Tampomas, and the hills are formed by marl, claystone, and other
solid rock.
In volcanic regions strata, aquifer productivity rises naturally toward the foot of the
volcano.
The details of each unit of the aquifer and its type will be specified in detail
hydrogeological below.
1. Alignment Sta. 91 + .500 s / d Sta. 101 + 902 (River cilamaya) district. Campaka
Purwakarta: the form of aquifer (slotted or nest) with low productivity (D1); of the
aquifer with low productivity.
2. Alignment Sta. 101 + 902 (River cilamaya) s / d Sta. 138 + (810 River Cilamatan)
district. CIPUNAGARA Subang: the form of aquifer (slotted or nest) with low
productivity (D1); of the aquifer with low productivity.
Discharge Area
(Sta. 91 +500 s / d 158 + 810)
Potential ground water content is affected by road construction. Toll Cikampek Palimanan is in the region north of the road plan, because from the perspective of the
region is the regional hydrogeology of groundwater discharge (discharge area) where
local recharge (recharge area) is located on the south toll road plan Cikampek Palimanan. Details of discharge areas ranging from / around Sta. Sd 91.00
Cilamatan River (Sta. 138 + 810) is:
•
Aquifer with flow through spaces between the grains, the local aquifer with
medium productivity (A3), is + 7 km from the toll road plan.
•
Aquifer with flow through spaces between the grains, the aquifer with medium
productivity and widespread distribution (A2), is ± 8 km from the toll road plan.
EIA
III-29
•
Aquifer with flow through spaces between the grains, productive aquifer and
its wide distribution (A3), is + 10 km from the toll road plan. Cilamaya River
Basin between Cirojak - Gempalsari - Gembongan is a productive aquifer
aquifer A1 form with widespread distribution. This aquifer has a transmissivity
medium, or high ground water level pizometri ground water near or above
ground level, reaching 2.4 meters above local ground level, discharge wells
generally 5 liters / second.
•
Artosis flow limit is + 15 km north of the toll road plan.
•
Ground water supply to this region from the south, thus the direction of
groundwater flow from the south (recharge area) which, when built toll road is
a potential ground water flow will be disrupted when handling the flow of
surface water and ground water is also not handled properly. This impact is
the potential that the recharge area south of the area disturbed by roadmaking material (Quarry).
•
The potential impact is felt by a decline in ground water, ground water
discharge reduction, reduction of transmissivity, boundary lines artosis flow
will shift to the north, the quality of ground water (shallow) polluted.
Recharge Area (Regional groundwater recharge)
(Sta. 91 +500 s / d 138 + 810)
Regional groundwater recharge / water filling the soil is located at the south toll road
plan, recharge areas to areas of / around Sta. 91 500 sd Cilamatan River (Sta. 138 +
810) in the south are mainly derived from the summit of Mount Tangkuban Perahu
(2076 meters) up to his feet, where the type of aquifer that developed from the Peak
is D2 aquifer, aquifer B2, Aquifer B1, aquifer D2, D1 aquifer along the road plan.
Details aquifer is:
•
D2 aquifer, the region is in the form of regional ground water scarce or
insignificant (Soil water is difficult), there is in the top of Mount Tangkuban
Perahu.
EIA
III-30
•
B2 aquifer, the aquifer with flow through fissures and spaces between the
grains, the local productive aquifer, transmissivity is very diverse, ground
water is generally not utilized because it ground water, spring water berdebit
generally small.
•
Aquifer B1, aquifer with flow through fissures and spaces between the grains,
the aquifer with medium productivity and widespread distribution, the aquifer
with transmissivity is very diverse, the ground water is generally deep, spring
appearance debitnya diverse, generally large in vesicular lava flows, some
reaching more from 100 liters / sec, discharge wells are generally less than 5
liters / sec.
•
Around the alignment plan for the northern Toll Road was found several Lake
(Situ), namely: 2 Lakes in the Village District Kertamukti Campaka
Purwakarta (DAS Cimalaya) is + 4.5 km from the toll road plan, Lake / Situ
Citapen and lakes in the Village District Wanakerta Purwadadi Subang. The
four lakes could be potentially affected by the handling procedure if the water
is not handled properly, the potential impact will be felt is the reduction of river
discharge and sedimentation of heavy water.
•
A number of lakes found in the watershed Cilamatan namely: Situ Sango
Village Cidahu Subang District, Cikalong Situ and in Situ Ijan Mountain
Village District Sembung Pagaden, Situ Kalembuah and also Situ Situ
Bugang Gembor Teak Village Sub-district. Pagaden, Situ Peundeuy in the
Village District Padamulya CIPUNAGARA. Go to this there is about seven about 7 to 15 km from the toll road plan and can get the potential impact of
toll road construction.
3. Alignment Sta. 138 + 810 (River Cilamatan) s / d Sta. 180 + 700 (- 200 m from the
River Cimanuk) of the aquifer (slotted or nest) is with low productivity (D1). aquifer is
5-9 km wide at the north side of the toll road plan and as wide as 2.5 to 9 km on the
south side of the toll road plan.
Discharge Area (Regional groundwater discharge) for this alignment:
(Sta. 138 +810 s / d 180 + 700)
Regional groundwater discharge around alignment Cilamatan River (Sta. 138 +810)
EIA
III-31
s / d (- 200 m) River Cimanuk (Sta. 180 + 700) is the north, with details of the aquifer
following:
•
A3 aquifer, the aquifer with flow through spaces between the grains, the local
aquifer is productive, is +10 km from the toll road plan.
•
A2 aquifer, the aquifer with flow through the space between the grain and its
wide distribution, is + 11 km from the toll road plan.
•
In this alignment there are reservoirs Cipancuh (DAS Cikondang) in the
District of Situradja ,Kroja, Indramayu.
•
Reservoir and aquifer type A could be subject to potential impacts with the
construction of toll roads when handling the water system (mainly surface)
are not handled properly. Potential Impact could happen is a decline in water
levels and reduced the potential for ground water and reservoirs in the
watershed Cikondang.
•
Discharge productive areas are in the A1 aquifer in the region Kroja Pangauban - Losarang - Kedung Dawa River which flowed Cibenoang River
and River Cilalanang also Ciloncat. Artesian line parallel toll road plan. at a
distance of + 15 km. Many artesian wells in this region is spreading from
Sukaslamat until Losarang.
Areas of potential ground water will be subject to the potential impact when handling
the water system in the construction of toll roads are not handled properly. The east
of this region (east of River Cipanas) is an area of swamp. Swamp - swamp that
there is Kedung Bima Swamp, Swamp Cibogor, Rawa Rawa Rawa Cicadas
Cigembor and all of which entered the Village areas in Kertajati Majalengka
Mekarmulya District.
Recharge Area (Regional Supplement Groundwater) of this alignment:
(Sta. 138 +810 s / d 180 + 700)
•
Regional augmentation around this alignment is in part derived from the
region south of Mount Canggak (1618 m), Mountain Region Tampomas (1854
EIA
III-32
m) with the type of aquifer is sorted from the top of the mountain aquifer D2,
D1 aquifer, aquifer B1, B2 aquifer, and aquifer D1 (including alignment plan
for toll roads).
4. Sta. 180 + 500 Sub Kertajati Majalengka (- 200 m River Cimanuk) s / d Cikeruh
River (Sta. 191 + 060): A2 aquifer, with flow through spaces between the grains;
aquifer with productivity, while the broad dissemination; aquifer with transmissivity
medium, high ground water or ground water pisometrik near or above ground level.
Debit wells generally less than 5 liters / sec.
Discharge Area (Regional Groundwater discharge) this alignment is:
(Sta. 180 + 500 s / d 191 + 060)
•
Local release of this region as well as the planned toll road to the northern
region of the watershed Cimanuk, where the northern district Kertajati
Kertajati Village and Village North Region District Kertasari Ligung
groundwater aquifer in the form of A1 (productive aquifer).
•
In this region there are many swamps, found on the west side of River flow
Cimanuk. In the District there Kertajati Swamp Surapago Sukakerta Village,
Swamp Citamiang bantarjati Lor Village, Marsh and Swamp Jawura Cimanuk
Kertajati Village, Marsh and Swamp telik Cicabe Pasiripis Village. In District
Jatitujuh found four of them marsh and swamp Swamp Kulampok tambakan
Babajang Village. Recharge Area (Area Supplement) This area is of:
(Sta. 180 + 500 s / d 191 + 060)
•
Cimanuk the Upper Basin.
•
Mount Tampomas with dominant type D2 and Mount Kromong aquifer.
•
With the dominant aquifer D2 and B2. With the dominant D2 and B2 aquifer
(areas with scarce groundwater and aquifers are productive.)
5. Cikeruh River (Sta. 191 + 060) Foot sd G. Kromong the east (Village Walahar
Sub-district. Ciwaringin): Dominated aquifer with flow through fissures and spaces
between the grains, the aquifer with medium productivity and broad distribution (B1);
EIA
III-33
aquifer with transmissivity is very diverse, generally in ground water; appearance of
the spring variety debitnya , generally large in vesicular lava (reaching more than 100
liters / sec), but the discharge wells generally less than 5 liters / sec.
Discharge areas of this region including the alignment plan for toll roads, thus the
construction of this toll road will have potential impacts on groundwater and surface
water, especially for areas in the north of the road, when handling the water system
is inadequate. Recharge areas of this region are from Mountain Kromong aquifer
which is dominated by D2 and B2.
6. Eastern foot of Mount Kromong (Walahar Village Sub-district. Ciwaringin) s / d
Palimanan: aquifer with flow through fissures and spaces between the grains, the
aquifer with medium productivity and broad distribution (B1): aquifer with
transmissivity is very diverse, generally in ground water; debitnya spring appearance
varied, generally large in vesicular lava (reaching more than 100 liters / sec), but the
discharge wells generally less than 5 liters / sec.
Discharge areas of this region including the toll road plan and the area north of the
form A2 aquifer. A2 aquifer is located ± 500 meters from the toll road plan, with
lamparan include Palimanan Region - South Suramenggala - Arjawinangun. This
area is the River Basin Ciwaringin that when handling the water system is not
adequate then it will have an impact on ground water potential in the region.
Recharge areas of this region are mainly derived from the upstream watershed
Ciwaringin River and Mountains Region Kromong. When this region disrupted the
unbridled potential impact of the threat of flooding will occur when the rainy season
and water shortages in dry soil.
For more details shown in Figure 3.6 geohydrology conditions along the highway
plan Cikampek-experiment.
Free ground water in areas along the toll roads are many people used it in a way
making dug wells. Dug wells located along the Toll Road and sekiitar have ground
water ranged from 0.5 to 5 meters below the local ground level with seasonal
fluctuations ranging from 0.5 to 3 meters, even partially dug wells dry during drought.
Ground water in the watershed there are potential River cilamaya between CirojakGempalsari - Gembongan north of toll roads. Soil water potential were also found in
the area Kroja - Pangauban - Losarang - Kedung Dawa, which is the watershed area
EIA
III-34
and watershed Cibenoang River Cilalanang River. In the second region a lot of
ground water has been widely exploited by way of well construction in Bor.
3.1.5 Space, Land and Soil
System development towns is aimed at bringing balance and harmony of
development among regions according to function was adopting, carrying capacity
and environmental carrying capacity to support the spatial structure that has been
planned.
Plans system development towns in West Java are:
1. Organizing and directing the development of activities centers in northern and
central.
2. Develop a limited basis centers in the south.
3. Reforming the distribution of national and regional development of the region
that supports the development of harmonious development between regions. EIA
III-35
Source: P3G Bandung
Figure III.4
EIA
Hidrogeology Map Along The Project Location
III-36
Regional plan in West Java consist of structure plan and spatial plan. The
development plan covering the structure of spatial system development plan of the
city, the area of infrastructure development, development of key region and the area
of defense and security, while the spatial pattern of the plan include a plan spatial
pattern of protected areas, farming areas, and plans for carrying capacity and
environmental carrying capacity.
In general, the West Java region is divided into several key regions by directing the
sector in each region, while sharing key region is as follows Table III.8.
Table III.8
Key Regions (Prominent Regions) in West java Province
No.
Region
1. Bogor-Depok-Beksasi and vicinity.
Prominent Sector
Industry, tourism, trade and services, education
and knowledge.
2.
Bogor-Puncak-Cianjur and vicinity.
Agricultural crops, tourism, plantation and
fishery.
3.
Suregencyumi and vicinity
4.
Cianjur-lndramayu-MajalengkaKuningan and vicinity.
Marine fisheries, animal husbandry, tourism,
agriculture, industry (agro) and agricultural
crops.
Industry, trade and services, fisheries, sea and
land, agricultural crops, forestry, plantation and
livestock.
5.
Bandung and vicinity.
Industry, trade and services, tourism,
agriculture, horticulture, forestry, plantation,
livestock, and education and knowledge.
6.
Priangan Timur and vicinity
Agricultural crops, forestry, plantation, animal
husbandry, fishery and tourism sea and land.
7.
8.
Pangandaran and vicinity.
Purwakarta-Subang-Majalengka
(planned)
Tourism and marine fisheries.
Industry, tourism, aquaculture, agricultural
crops, forestry, plantation, livestock and marine
business.
Source: West Java Masterplan
Carrying capacity plan of the environment in West Java province aims to maintain
environmental balance and sustainable development activities that utilize natural
resources in protected areas and cultivation areas.
Plan the carrying capacity and carrying capacity of the environment itself are:
1. Controlling the use of space and natural resources.
2. Controlling population growth rate.
3. Realizing the population distribution according to their capacity.
EIA
III-37
4. Controlling the social and economic development activities in accordance with
the population carrying capacity.
5. Controlling the use of coastal and marine resources.
Target in improving carrying capacity and carrying capacity of the environment in the
region of West Java Province is:
1. Control of the use of space and natural resources in northern, central and
southern West Java.
2. Uncontrolled population growth.
3. Realization of the population distribution according to its maximum capacity.
4. Unbridled economic and social development activities in accordance with the
population carrying capacity.
5. Control of the use of coastal and marine resources.
The condition of land use in the study area at 5 districts described in label.3.9 below,
the table is generally described conditions in land use in each district in the corridor /
toll road alignment with the general picture as follows;
•
Purwakarta Regency, 21% of the entire district is paddy (rice). Settlements in
the city and public facilities are a proportion of the developing region.
•
Subang Regency, 57% of the land used for paddy (rice) and mainly located in
the coastal strip and to the north of the highway alignment plans. Settlements
and public facilities is the next component of the most extensive land use
10% of the area. Subang is the largest city in the district followed by
Pamanukan located at intersection of North Coast and northern routes - the
South into Subang and Bandung.
•
Majalengka, 41% of the district used for rice crops includes land which is
close to the planned toll road alignment. The main areas of the city which is
Majalengka and settlement / public facilities is 17% of the territory in the
district. Industry in the region located around Majalengka and the main road
between Bandung and Cirebon.
•
Indramayu District - This district has the region's most widely used for plant
drained by 127 ha or 63% of the entire region. Indramayu and Jatibarang is
the most extensive settlement, with the city / public facilities under 9% of this
region makes this region at least be a city and most rural areas of other
districts in the study area.
EIA
III-38
•
Cirebon Regency - 50% of the Cirebon devoted to rice plants. This district has
the highest proportion for residential / public facilities in the corridor study,
and this represents approximately 27% of land use in Cirebon.
Given all the districts mentioned above, type the dominant land use is to plant rice
that reaches 45% of the area. This region also has vast forest resources, natural
forests and plants, which amounted to 14% of the area. Conservation Area is also an
important factor, which reached 10% of the entire region. For residential and public
facilities together occupy 12% of land use in the region.
EIA
III-39
Table III.9
Existing Land Use in the Regency Surrounding Project Plan
Total
(Ha)
Land Use
Purwakarta
(Ha)
Conservation Area
90.946,89
30.859
Development Area
783.115,91
66.314
Settlement
83.673,73
10.202
Public Facilities
23.460,00
2.500
Industry
5.417,50
150
Recreation
1.125,00
300
Fishery
7.502,08
1.000
Livestock
559,78
100
Rice field
394.112,61
20.733
Plantation
67.575,22
13.700
Secondary crops
78.850,79
729
Forest
120.801,79
16.920
TOTAL
874.061 ,80
97.273
Source: data Compilation, 2007
Subang (Ha)
Majalengka
(Ha)
20.693
184.483
15.996
4.949
118
50
797
117.478
18.721
6.684
19.385
205.176
Indramayu (Ha) Cirebon (Ha)
6.100
114.324
14.324
6.176
425
275 968
968
135
49.608
14.691
11.639
16.082
120.424
12.901
187.198
13.654
3.150
220
150
3.507
100
126.623
6.850
12.583
20.609
200.099
10.420
88.551
20.200
6.200
4.300
200
1.000
150
49.500
1.700
3.300
2.001
98.971
Existing land use of West Java Province can be seen in Figure 3.7. Existing land use
along the highway alignment plan can be seen in Table III.10. Based on these data
shows that the amount of land area affected by this highway project is 765.6 ha,
consisting of irrigated land 212.52 ha, 135.03 ha forest, plantation 33.76 hectares
and 117.85 hectares of unproductive land, vacant land 116.29 hectares, 8.79
hectares Rain fed Low, Field 44.88 37.95 Ha Ha and settlements. The pattern of
spatial planning in West Java can be seen in Figure 3.8.
Table III.10
No
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
EIA
Existing Land Use Along The Project Plan
Existing Land Use
Paddy field Irigas
Unproductive land
Field
Settlement
Vacant Land
Field
Unproductive land
Plantation
Rainfed lowland
Unproductive land
Forest
Rainfed lowland
Forest
Settlement
Rainfed lowland
Location (Sta. S/d
Sta.)
91+500
91+55
91+550
92+000
92+000
92+600
92+600
92+850
92+850
93+100
93+100
93+500
93+500
93+750
93+750
95+000
95+000
95+250
95+250
95+450
95+450
95+550
95+550
96+000
96+000
98+700
98+700
98+800
98+800
98+850
Region
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
III-40
No
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
EIA
Existing Land Use
Forest
Rainfed lowland
Forest
Rainfed lowland
Forest
Rainfed lowland
Field
Rainfed lowland
Settlement
Rainfed lowland
Forest
Rainfed lowland
Field
Rainfed lowland
Forest
Rainfed lowland
Forest
Rainfed lowland
Forest
Rainfed lowland
Forest
Rainfed lowland
Forest
Rainfed lowland
Forest
Rainfed lowland
Forest
Rainfed lowland
Forest
Settlement
Forest
Rainfed lowland
Forest
Rainfed lowland
Forest
Rainfed lowland
Forest
Rainfed lowland
Plantation
Settlement
Plantation
Rainfed lowland
Location (Sta. S/d
Sta.)
98+850
99+500
100+500
100+800
101+300
101+750
102+950
103+500
104+550
104+900
105+750
106+600
107+100
107+150
107+350
107+500
108+000
109+000
109+050
109+800
110+000
110+100
110+300
111+000
111+100
111+700
111+800
112+800
113+000
113+700
113+800
113+950
114+000
114+300
114+350
115+200
115+250
116+500
116+700
116+800
116+900
117+600
99+500
100+500
100+800
101+300
101+750
102+950
103+500
104+550
104+900
105+750
106+600
107+100
107+150
107+350
107+500
108+000
109+000
109+050
109+800
109+850
110+100
110+300
111+000
111+100
111+700
111+800
112+800
113+000
113+700
113+800
113+950
114+000
114+300
114+350
115+200
115+250
116+500
116+700
116+800
116+900.
117+600
117+650
Region
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA-PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
III-41
No
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
EIA
Existing Land Use
Plantation
Unproductive land
Rainfed lowland
Plantation
Paddy field
Plantation
Irrigated paddy field
Plantation
Rainfed lowland
Plantation
Settlement
Plantation
Plantation
Settlement
Settlement
Plantation
Settlement
Plantation
Settlement
Plantation
Danau
Plantation
Plantation
Settlement
Plantation
Plantation
Settlement
Plantation
Settlement
Plantation
Settlement
Location (Sta. S/d
Sta.)
117+650
117+950
118+050
118+100
118+500
118+550
120+150
120+300
120+600
121+150
122+450
122+600
122+700
123+300
123+550
123+700
126+300
126+350
126+400
126+450
126+550
126+650
126+700
127+550
127+600
128+450
128+800
129+000
129+200
129+950
130+000
130+850
131+000
131+200
131+400
131+500
131+900
132+050
132+150
132+200
132+300
132+450
117+950
118+050
118+100
118+500
118+550
120+150
120+300
120+600
121+150
122+450
122+600
122+700
123+300
123+550
123+700
126+300
126+350
126+400
126+450
126+550
126+650
126+700
127+550
127+600
128+450
128+800
129+000
129+200
129+950
130+000
130+850
131+000
131+200
131+400
131+500
131+900
132+050
132+150
132+200
132+300
132+450
132+600
Region
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
PURWAKARTA
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
III-42
No
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
EIA
Existing Land Use
Settlement
Plantation
Plantation
Plantation
Field
Rainfed lowland
Settlement
Rainfed lowland
Field
Field
Plantation
Rainfed lowland
Plantation
Rainfed lowland
Plantation
Rainfed lowland
Plantation
Rainfed lowland
Plantation
Rainfed lowland
Settlement
Rainfed lowland
Plantation
Rainfed lowland
Unproductive land
Unproductive land
Plantation
Unproductive land
Plantation
Field
Plantation
Field
Forest
Unproductive land
Forest
Unproductive land
Forest
Unproductive land
Location (Sta. S/d
Sta.)
132+600
132+650
132+950
134+400
134+500
135+250
135+300
135+750
136+000
136+700
136+900
138+350
138+550
139+700
139+900
140+100
140+150
140+450
140+500
142+000
142+750
143+500
144+050
149+700
149+800
149+950
150+100
152+200
152+350
152+750
153+075
153+250
153+400
158+100
158+350
158+500
158+600
161+400
162+050
164+600
164+700
165+700
132+650
132+950
134+400
134+500
135+250
135+300
135+750
136+000
136+700
136+900
138+350
138+550
139+700
139+900
140+100
140+150
140+450
140+500.
142+000
142+750
143+500
144+050
149+700
149+800
149+950
150+100
152+200
152+350
152+750
153+075
153+250
153+400
158+100
158+350
158+500
158+600
161+400
162+050
164+600
164+700
165+700
166+200
Region
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
SUBANG
INDRAMAYU
INDRAMAYU
INDRAMAYU
INDRAMAYU
INDRAMAYU
INDRAMAYU
INDRAMAYU
INDRAMAYU
INDRAMAYU
INDRAMAYU
INDRAMAYU
INDRAMAYU
INDRAMAYU
INDRAMAYU
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA /
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
III-43
No
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
EIA
Existing Land Use
Forest
Unproductive land
Forest
Field
Field
Forest
Forest
Field
Settlement
Field
Forest
Field
Field
Settlement
Field
Settlement
Settlement
Settlement
Forest
Field
Settlement
Forest
Settlement
Forest
Plantation
Forest
Location (Sta. S/d
Sta.)
166+200
167+500
167+600
168+400
168+500
169+000
169+200
174+500
176+950
177+000
178+100
179+800
180+300
180+600
182+050
182+500
183+150
186+050
186+500
186+800
187+000
187+400
188+200
188+550
188+700
189+000
189+800
190+200
191+100
191+400
191+700
192+050
194+750
194+800
195+000
198+000
198+050
198+100
198+150
198+450
198+550
198+700
167+500
167+600
168+400
168+500
169+000
169+200
174+500
176+950
177+000
178+100
179+800
180+300
180+600
182+050
182+500
183+150
186+050
186+500,
186+800
187+000
187+400
188+200
188+550
188+700
189+000
189+800
190+200
191+100
191+400
191+700
192+050
194+750
194+800
195+000
198+000
198+050
198+100
198+150
198+450
198+550
198+700
198+800
Region
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA,.MAJALENGKA
MAJALENGKA
MAJALENGKA
MAJALENGKA
III-44
Existing Land Use
No
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
Plantation
Settlement
Settlement
Settlement
Settlement
Forest
Settlement
Settlement
Forest
Field
Forest
Forest
Forest
Settlement
Settlement
Source: Consultant, 2007
3.2
BIOLOGICAL COMPONENTS
3.2.1
Land Flora
Location (Sta. S/d
Sta.)
198+800
199+000
199+250
199+900
200+000
200+200
200+400
200+600
201+200
201+400
201+500
202+400
202+550
202+850
203+000
204+900
205+000
205+400
205+500
205+750
205+800
205+850
206+850
199+000
199+250
199+900
200+000
200+200
200+400
200+600
201+200
201+400
201+500
202+400
202+550
202+850
203+000
204+900
205+000
205+400
205+500.
205+750
205+800
205+850
206+850
207+000
Region
MAJALENGKA
CIREBON
CIREBON
CIREBON
CIREBON
CIREBON
CIREBON
CIREBON
CIREBON
CIREBON
CIREBON
CIREBON
CIREBON
CIREBON
CIREBON
CIREBON
CIREBON
CIREBON
CIREBON
CIREBON
CIREBON
CIREBON
CIREBON
The use of land that make up the local ecosystem found along the project consists of
paddy fields irrigated paddy fields both technical and rain-fed, fields, gardens, grass,
and forest and plantation people. Types of plants that will be encountered in the
study area include food crops, vegetables, medicinal plants and spices as well as
hard and decorative. Plantation crops that will be encountered such as rubber, sugar
cane, cocoa (plantation crops cultivated by the people) there are also forest:
cultivated by the people who work with local governments such as teak and acacia
plants.
EIA
III-45
Data distribution of crop area in each section as mentioned below:
Section I: Area of paddy field irrigated area of 0.3 hectares, 40.2 hectares rainfed
lowland; field is 9.6 ha, 6.0 ha unproductive land, vacant land and forest area of 1.5
hectares to reach 75.3 Ha.
Section II: Area of irrigated area reached 36.3 ha paddy field, rainfed lowland forest:
3.0 ha and 25.8 ha. There were no field and unproductive land.
Section III: Area of paddy field irrigated area of 13.5 hectares, 17.7 hectares rainfed
lowland; field is 5.4 ha, 28.5 ha unproductive land and forest to reach 79.5 hectares,
33.15 hectares garden.
Section IV: The total area irrigated paddy fields amounted to 35.1 ha; field is 2.4 ha,
8.1 ha unproductive land, and reached 65.4 ha forest. There is no rainfed lowland.
Section V: The total area irrigated paddy field is 42.3 ha, 22.5 ha field and forest area
of 12.3 ha
Section VI: The total area irrigated paddy fields covering an area of 50.7 ha, 0.9 ha
field and forest of 9.1 ha. There is no rainfed lowland.
From the secondary data (CPM) obtained information on upland food crops which
are found in the study area include maize, cassava, sweet potato, soybeans, green
beans. For fruit crops like mango, rambutan, durian, guava, banana, papaya,
sapodilla, jackfruit and other potential commodities is the red peppers and red onion.
Plantation crops are found, such as clove, coconut, coffee, cotton, bamboo, palm,
tobacco and sugarcane.
Although very high in West Java has a diversity of different types of flora, but the toll
road alignment does not cross the protected area. Results of observation on the
composition of the flora / vegetation in the study area, may not find the type of
vegetation protected under the Government Regulation No. 7 / 1999.
Based on the cover / vegetation coverage in the study area is generally dominated
vegetation on ecosystem partner cultivation of agricultural land (annual crops), mixed
garden and yard, plantation crop land, forest and forest people of the state (chronic
perennials). The types that have a high IMP includes banana, coconut, teak,
EIA
III-46
bamboo, clove and cashew nuts. In Indramayu mango crop looks quite prominent.
The result of the composition of vegetation in the study area is presented in 3:11 and
3:12 on the label below.
The table shows that the diversity of plants around study area (all sections) are
evenly distributed, with ID value between 3362 -3452. While the links of Indramayu
(sections III and IV) the density of plants per hectare is lower than in other sections.
Data more are presented in Table III.13.
3.2.2
Land Fauna
As the flora, fauna contained in the study area based on secondary data I inventoried
consist of species of mammals (berkelenjar animal milk), 1 herpetofauna consists of
amphibia and reptiles and many species of birds. Mammal species are found among
others of the class Erinaceidae, Soricidae, Tupaiidae (squirrel) Pteropodidae,
Emballonuridae, Nycteridae, Rhinolophidae, Mustelidae (weasels), and others.
Observation of the existence of fauna habitat kondiisi done based on those found in
Study areas include the paddy fields / field, mixed-yard garden and shrubs. Data
collection was the diversity of fauna / wildlife includes species from the class of
insects, amphibians, reptiles, aves / birds and mammals, including pets.
Fauna data are collected by direct encounter, voices, footsteps, the former nest and
direct interviews with residents near the location at the time of observation.
Table III.11
No
Types of Cultivated Plants
Local Name
Rice and Secondary Crops
1 Rice
2 Corn
3 Sugar Cane
4 Sweet Potato / Buled
5 Cassava/Capu/Sampeu
II
Vegetable and Spices
1 Spinach
2 Onion Leaves
3 Bonteng
4 Bean
5 Big Chili
6 Rawit Chili
7 Ginger
8 Squash
9 Velvetleaf
10 Green Bean
Scientific Name
Note
I
EIA
Oryra sativa var IR 64; Ciherang. Sadane
Zea mays
Sacc/iarum ofHcinarum
Ipomoae batatas
Manihot escu/anta
Food Crop
Food Crop
Food Crop
Food Crop
Food Crop
Amaranthus lividus
Altium fistutosum
Cucumis sativus
Phaseolus vulgaris
Capsicum annuum
Capsicum frutescens
Zingiber officinaie
Luffa acutangula
Limnocharis Have
Phaseolus radiatus
Vegetable Crop
Vegetable Crop
Vegetable Crop
Vegetable Crop
Vegetable Crop
Vegetable Crop
Vegetable Crop
Vegetable Crop
Vegetable Crop
Legumes/Nuts
III-47
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
III.
1
2
3
4
5
6
7
8
9
10
11
12
13
No
1
2
3
IV.
1
2
3
4
5
Red Bean
Long Bean
Peanut
Water Spinach
Kapol
Soybean
Kencur/Cikur
Kunci
Turmeric
Konyal
Cabbage/Engkol
Siem Pumpkin
Pepper
Galangal/Laja/Laos
Radish
Pineapple
Paria/Pare
Chinese Cabbage / Mustard
Watermelon
Lemongrass
Eggplant/Encung
Tomato
Pumpkin
Carrot
Herbs, bush reeds
Alang-alang (reed)
Buntut tikus (rat tail)
Water Hyacinth
Gelagah (reed)
Hanjuang
Haredong
Kiambang
Kirinyuh
Pakis pedang
Pakis resam
Pis Kucing
Rerumputan (grass)
Sente
Local Name
Phaseolus lunatus
Vigna sinensis
Arachis hypogaeae
Ipomoea aquatica
Amomum compactum
Glycine max
Kaempferia galanga
Boesenbergia rotunda
Curcuma tonga
Passiflora edulis
Brassica oleracea var. capitata
Sechium edule
Piper nigrum
Alpinia galanga
Raphanus sativus
Ananas comusus
Momordica charantia
Brassica chinensis
Citrullus tanatus
Cymbopogon nardus
Solatium melongena
Solatium lycopersicum
Cucurbita moschata
Daucus carota
Legumes/Nuts
Legumes/Nuts
Legumes/Nuts
Vegetable Crop
Imperata cylindrica
Stachytarpheta jamaicensis
Eiclmrrnia crassipes
Saccharum spontaneum
Cordyline fruticosa
Melastoma malabathricum
SaMnras pp.
Eupahatorium odoratum
N&phrolepis biserrata
Gleichenia linearis
Mimosa invisa
Famili: Poaceae
Alocasia spp
Weed
Weed
Weed
Weed / Water Herb
Biased Divider Crop
Perdu
Water Herb
Weed
Weed
Weed
Weed
Weed
-
Scientific Name
Legumes/Nuts
Medicinal Plant
Medicinal Plant
Medicinal Plant
Vegetable Crop
Vegetable Crop
Herb Plant
Herb Plant
Vegetable Crop
Fruit Crop
Vegetable Crop
Vegetable Crop
Fruit Crop
Medicinal Plant
Vegetable Crop
Fruit Crop
Vegetable Crop
Vegetable Crop
Note
Sikejut
Taleus
Teki-tekian
Lyana and Epiphyte
Mimosa pudica
Colocasia spp.
Famili : Cyperaceae
Weed
Ornamental Plant
Weed
Kadaka
Pakis kepala tupai
Asplenium nidus
Dynaria quersifolia
Dynaria rigidula
Drymoglossum pilosselloides
Piper betle
Ornamental Plant
Pasilan Kelapa
Sisik naga
Sirih (betel)
Medicinal Plant
Medicinal Plant
From the composition of acquisition data of diversity of wildlife in the study area, it
was still to be found 9 (nine) species classified as aves are still protected under the
Government Regulation No. 7 / 1999. Type in question include: Kestrel (alap-alap),
Intermediate Egret (blekok), Sun bird (burung madu), Collared Kingfisher (cekakak),
Brahminy Kite (elang bondol), Brown-throated Sunbird (sesap madu kelapa) and
EIA
III-48
Blue-eared Kingfisher (tetengket).
Data on pets / animals that are often encountered include: goats (Capra Capra
domestica), cow (Bos Sagittarius), buffalo (Bos bubalis), dogs (Canis canis
familiaris), cats (Felis felis familiaris), domestic poultry (Gallus Gallus domesticus),
ducks (Anas luzonica), Indonesian Teal Ducks (Anas gibberifrons) and geese (Anas
sp.).
EIA
III-49
Table III.12
Composition and Type
No
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Trees and Shrubs in the Project Location Area
Local Name
Akasia besar
Akasia kuning
Angsana
Alpuket
(Avocado)
Aren
Bambu*)
(Bamboo)
Bayur
Belimbing
(Starfruit)
Beringin
Bungur
Cengkeh
(Cloves)
Cerme
(Otaheite
Gooseberry)
Duku
Duren (Durian)
Flamboyan
Gamal
Gempol
Hereno
Jambu
air
(Water
Rose
Apple)
EIA
Scientific Name
Acasia mangium
Acasia auriculiformis
Pterocarpus indica
Persea Americana
N
3
2
3
2
Purwakarta
(Section I)
INP
H
3.44
0.070
2.29
0.051
3.44
0.070
2.29
0.051
Arenga pinnata
Bambusa spp.
4
14
4.59
13.11
0.087
0.179
Pterospermum
javanica
Averrhoa carambola
1
1.15
0.030
4
3.85
0.076
Ficus spp.
Lagerstroemia
reginae
Syzygium
aromaticum
Cicca accida
1
3
1.15
3.44
8
flos-
Lansium domesticum
Durio zibethinus
Delonix regia
Gliricidia sepium
Nauclea cordata
Microcos tomentosa
Syzigium aqueum
Subang
(Section I, II, III)
N
INP
H
5
15
Indramayu
(Section III, IV)
N
INP
H
0
0.000
3
2.74
0.059
4
3.91
0.077
2
1.56
0.038
Majalengka
(Section IV, V, VI)
N
INP
H
3
2.14
0.049
6
4.28
0.082
0.00
0.000
2
1.71
0.041
3.77
11.31
0.075
0.162
1
14
1.17
12.51
0.030
0.173
1
9
1.28
5.57
0.032
0.100
0.00
0.000
1
1.17
0.030
2
2.57
4
3.40
0.069
2
1.56
0.038
2
0.030
0.070
2
2.02
0.00
0.046
0.000
2
2
1.56
2.35
0.038
0.052
7.70
0.125
6
4.14
0.080
0
2
1.56
0.038
1
1.01
0.027
1
4
3
2
6
2
1
2
3.85
2.71
2.29
5.41
1.56
1.15
2.29
0.076
0.058
0.051
0.098
0.038
0.030
0.051
1
3
1
11
1.01
3.03
1.01
6.64
0.00
0.00
2.02
0.027
0.063
0.027
0.113
0.000
0.000
0.046
1
2
12
3
4
2
2
N
4
6
4
Cirebon
(Section VI)
INP
H
0.00
0.000
3.04
0.064
4.55
0.086
3.80
0.075
16
0.00
2.91
0.000
0.177
0.056
1
1.14
0.029
1.71
0.041
2
2.28
0.051
3
2
3.85
1.71
0.076
0.041
2
1
2.28
1.14
0.051
0.029
0.000
1
1.28
0.032
2
1.52
0.037
1.17
0.030
1
1.28
0.032
1
1.14
0.029
0.00
1.17
1.56
6.23
2.74
3.91
1.56
0.000
0.030
0.038
0.108
0.059
0.077
0.038
2
1
2.57
1.28
0.00
7.71
3.00
3.85
2.57
0.056
0.032
0.000
0.126
0.063
0.076
0.056
3
5
2
8
1
2
1
3.42
4.18
1.52
4.55
1.14
1.52
1.14
0.070
0.081
0.037
0.086
0.029
0.037
0.29
10
3
3
2
III-50
20
21
Jambu
biji Psidium guajava
(Guava)
Jambu
mete Anacardium
(Cashew)
occidentale
No
Local Name
22 Jati (Teak)
23 Jeruk
besar
(Pomelo)
24 Jeruk
siem
(Orange)
25 Jeunjing
26
27
Johar
Kapuk
28
29
Karet (Rubber)
Kelapa
(Coconut)
Kemiri
(Candlenut)
Kersen
30
31
32
33
34
Scientific Name
Tectona grandis
Citrus maxima
Paraserianthes
falcataria
Cassia siamea
Ceiba
pentandra
Havea brasiliensis
Cocos nucifera
1.15
0.030
3
3.03
0.063
3
2.74
0.059
2
2.57
0.056
1
1.14
0.29
0.00
0.00
12
10.83
0.158
1
1.17
0.030
1
1.28
0.032
2
1.52
0.037
Purwakarta
(Section I)
N
INP
H
10
10.00 0.000
0.00
0.000
Citrus sinensis
Aleurites
moluccana
Muntinga
calabura
Kihujan (Rain Samanea
Tree)
saman
Kijaran
Lannea
coromandelica
Kopi (Coffee)
Coffea spp.
EIA
1
Subang
N
INP
H
10
10.09 0.151
1
1.01
0.027
0.00
0.118
3
2.39
0.053
10
7.06
0.038
5
3.13
0.065
2
3
1.56
2.71
0.058
0.126
3
11
2.39
9.18
0.053
0.141
10
10
7.79
11.47
0.164
0.076
25
14
15.66
11.57
0.199
0.165
4
3.85
0.000
2
2.02
0.046
0.00
0.000
0.00
0.000
0.00
0.000
1
1.01
0.00
0.000
2
5.82
0.103
11
7
Indramayu
(Section III, IV)
N
INP
H
6
3.11
0.065
0
0.000
Majalengka
(Section IV, V, VI)
N
INP
H
25
19.28 0.225
1
1.28
0.032
Cirebon
(Section VI)
N
INP
H
17
12.52 0.173
0.00
0.000
0
0.000
4
4.28
0.082
0.00
0.000
8
5.463
0.098
11
7.29
0.121
0.00
0.000
3
6
2.738
6.263
0.059
0.108
5
2
3.86
1.71
0.076
0.041
1
3
1.14
3.42
0.029
0.070
14
0
13.30
0.000
0.180
6
0.00
7.70
0.000
0.125
8
0.00
5.31
0.000
0.096
0
0.000
1
.28
0.032
0.00
0.000
7
5.86
0.103
0.00
0.000
5
4.94
0.091
0.027
5
5.87
0.104
0.00
0.000
12
12.16
0.170
2.02
0.046
6
4.69
0.088
3.43
0.070
11
11.02
0.160
7.91
0.128
0
0.000
0.00
0.000
0.00
0.000
4
III-51
No
Local Name
35 Lamtoro
Scientific Name
Leucaena
leucocephala
36 Mahoni
Swietenia macrophylla
37 Mangga (Mango) Mangifera indica
38 Manggis
Garcinia mangostana
(Mangosteen)
39 Melinjo/Tangkil
Gnetum gnemon
40 Mengkudu
Morinda citrifolia
41 Nangka
Artocarpus
(Jackfruit)
heterophyllus
42 Pala (Nutmeg)
Myristica fragans
43 Pepaya
Carica papaya
(Papaya)
44 Peuteuy
Parkia speciosa
45 Pinang (Areca Areca catechu
Nut)
46 Pisang
Musa paradisiacal
(Banana)
47 Rambutan
Nephelium lapaceum
48 Rengas
Gluta renghas
49 Salak (Snake Salaca edulis
Fruit)
50 Salam
Syzigium polyanthum
51 Sawo
Achras zapota
52 Sirsak
Annona muricata
(Soursop)
53 Sukuh
Artocarpus communis
54 The (Tea)
Camellia sinensis
55 Turi
Sesbania grandiflora
Kerapatan per 1000 m2
EIA
Purwakarta
(Section I)
N
INP
H
0.00
0.000
Subang
N
INP
H
12
7.01
0.117
Indramayu
(Section III, IV)
N
INP
H
11
8.20 0.131
Majalengka
(Section IV, V, VI)
N
INP
H
9
6.43
0.110
Cirebon
(Section VI)
N
INP
H
15
13.29 0.180
2
0.051
0.000
0.030
5
2
1
3.13
1.38
1.01
0.065
0.034
0.027
6
22
1
2.29
0.00
1.15
5.48
20.28
0
0.099
0.232
0.000
8
26
1
10.27
19.71
1.28
0.152
0.228
0.032
4
26
1
3.04
16.68
1.14
0.064
0.207
0.029
6
2
2
6.88
2.29
2.29
0.116
0.051
0.051
8
2
5
6.80
1.38
4.41
0.115
0.034
0.084
8
2
4
4.68
2.35
4.70
0.088
0.052
0.088
4
2
4
3.43
1.71
5.14
0.070
0.041
0.094
16
5
4
9.09
3.41
3.80
0.141
0.069
0.075
3
4
3.44
2.38
0.070
0.053
1
5
1.01
3.77
0.027
0.075
8
0
5.46
0.000
0.098
5
0.00
4.71
0.000
0.088
8
0.00
5.31
0.000
0.096
8
5
6.23
4.26
0.108
0.082
3
11
2.39
9.82
0.053
0.148
7
3
6.65
3.52
0.113
0.071
2
3
2.57
3.85
0.056
0.076
7
1
4.93
1.14
0.091
0.029
66
34.51
0.303
48
24.21
0.256
44
24.14
0.255
36
18.01
0.217
37
17.02
0.210
6
3.94
0.00
0.00
0.077
0.000
0.000
4
0.079
0.000
0.046
3
2
3
3.52
2.35
1.95
0.071
0.052
0.045
4
3
2
4.03
0.00
2.02
3.43
3.00
0.00
0.070
0.063
0.000
11
1
3
7.20
1.14
3.42
0.120
0.029
0.070
2
3
0.00
2.29
3.44
0.000
0.051
0.070
1
1
1
1.01
1.01
1.01
0.027
0.027
0.027
1
2
1
1.17
2.35
1.17
0.030
0.052
0.030
1
4
5
1.28
5.14
6.42
0.032
0.094
0.110
3
1
1
2.66
1.14
1.14
0.057
0.029
0.029
2
3
4
243
1.56
1.97
2.38
200.00
0.038
0.046
0.053
3.390
3
3.03
0.00
0.00
200
0.063
0.000
0.000
3.362
1
1.17
0
2.73
3.407
0.030
0.000
0.059
3.407
1
1.28
0.00
0.00
200
0.032
0.000
0.000
3.452
265
0.000
0.000
0.000
200
0.000
0.000
0.000
3.383
269
5
258
233
III-52
Density per ha
Equivocal Frequency (s)
Diversity Index (H’)
H’maximum (In s)
Equitable Index (H’/H’maximum)
EIA
2430
44
3.390
3.784
0.896
2690
45
3.362
3.807
0.883
258
44
3.407
3.784
0.900
2330
45
3.452
3.807
0.907
2650
43
3.383
3.761
0.899
III-53
Table III.13
No
I.
1
2
3
4
5
6
5
7
8
9
II.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
III.
1
2
3
EIA
Fauna Composition in the Project Area
Class and Type
Local Name
Scientific Name
INSECT
Belalang coklat (Brown
Grasshopper)
Capung (Dragonfly)
Kupu-kupu (Butterfly)
Kumbang (Beetle)
Lebah (Western Honey Bee)
Lalat besar (Big Fly)
Lalat hijau (Horse Fly)
Lalat rumah (Common
House Fly)
Lembing
Nyamuk (Mosquito)
AMPHIBIAN
Bancet
Katak paddy field (CrabEating Frog)
Katak hijau (Cricket Frog)
Katak pohon (Tree Frog)
Kodok budug (Common
Asiatic Toad)
REPTILES
Byawak (Water Monitor)
Bunglon (Chameleon)
Cicak pohon (Common
House Gecko)
Cicak
terbang
(Flying
Dragon)
Kadal (Skink)
Obervation
I
II
III
Kind of
Encounter
Note
Rana limnocharis
⊕
⊕
⊕
PL
pest
Ordo : Odonata
Ordo : Lepidoptera
Ordo : Coleoptera
Aphis mellifera
Sarcophagus sp.
Tabanus sp.
Musca domestica
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
PL
PL
PL
PL
PL
PL
PL
predator pest
pollinator
pest
pollinator
vector disease
vector disease
vector disease
Ordo : Hemipetera
Aedes
spp.,
Anopheles
spp.,
Culex i
⊕
⊕
⊕
⊕
⊕
⊕
PL
PL
pest
vector disease
Microhylla sp.
Rana cancrivora
⊕
⊕
PL
PL
predator insect
predator insect
Rana limnocharis
Rachophorus spp.
Bufo melanostictus
⊕
PL
PL
PL
predator insect
predator insect
predator insect
Varanus salvator
Calotes jubatus
Hemydactylus
frenatus
Draco volans
⊕
⊕
⊕
W
PL
PL, S
predator pest
predator pest
predator pest
⊕
PL
predator pest
⊕
PL
predator pest
⊕
⊕
⊕
PL, S
W
predator pest
protected*)
⊕
⊕
PL
predator pest
⊕
⊕
⊕
⊕
W
W
predator pest
predator pest
⊕
⊕
W
predator pest
Mabouya
multifasciata
Tokek Pohon (Tokey Gecko) Gecko gecko
Oray
sanca
(Asiatic Phyton reticulates*)
Reticulated Python)
Oray kadut (Masked Water Homalopis buchatta
Snake)
Oray pucuk
Dryopsis prasinus
Oray hejo (Tree Viper)
Trimeresurus
albolabris
Oray khoros (Southern Naja sputatrix
Indonesian Spitting Cobra)
Kuya
Amyda sp.
AVES
Alap-alap (Kestrel)
Accipiter sp. *)
Ayaman (Watercock)
Gallicrex cinerea
Bentet (Long-tailed Shrike)
Lanius schach
⊕
⊕
⊕
⊕
⊕
⊕
W
⊕
⊕
⊕
⊕
⊕
⊕
⊕
W
W, PL
PL
protected*)
III-54
4
5
6
No
III.
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
IV.
1
2
3
4
5
6
EIA
Blekok (Intermediate Egret)
Egretta intermedia
Burung gereja (Eurasian Passer montanus
Tree Sparrow)
Burung madu (Sunbird)
Nectarinia spp *)
Class and Type
Local Name
Scientific Name
AVES
Cabak maling (Nightjar)
Cabean
(Scarlet-headed
Flowerpecker)
Cekakak
(Collared
Kingfisher)
Cici padi (Zitting Cisticola /
Warbler)
Cipoh (Common Lora)
Elang bondol (Brahminy
Kite)
Emprit (Javan Munia)
PL
PL
protected*)
⊕
PL
protected*)
Obervation
II
III
Kind of
Encounter
⊕
⊕
PL
PL
⊕
I
Caprimulgus sp.
Dicaeum trochileum
⊕
Haicyon chloris *)
⊕
PL, S
Cisticola juncidis
⊕
PL
Aegithina tiphia
Haliastur indus
Lonchura
leucogastroides
Jog-jog
Pycnonotus
leucogastrioides
Kedasih (Plaintive Cuckoo)
Cuculus merulinus
Kokokan
Ixobrychus sp.
Kutilang
(Sooty-headed Pycnonotus
Bulbul)
aurigaster
Layang-layang (Swallow)
Hirundo sp.
Prenjak (Bar-winged Pinia)
Prinia famillaris
Pungguk (Brown Hawk-Owl) Ninox scutulata
Sesapmadu kelapa (Brown- Anthreptes
throated Sunbird)
malacensis *)
Srigunting (King Crow)
Dicrucus
macrocercus
Tekukur (Spotted Dove)
Stretopelia striata
Tetengket
(Blue-eared Aicedo meniting *)
Kingfisher)
Wallet kusapi (Swiftlet)
Colacalia linchii
Wallet liur (Edible-nest Colocalia fusiphaga
Swiftlet)
Puyuh (Quail)
Coturnix spp.
Bubut
semak
(Lesser Centropus
Coucal)
bengalensis
MAMMAL
Bajing (Plantain Squirrel)
Callosciurus notatus
Codot (Fruit Bat)
Pteroptus spp.
Cecurut
(Asian
House Suncus murinus
Shrew)
Careuh (Asian Palm Civet)
Paradoxurus
hermaphroditus
Tikus paddy field (Rat)
Rattus sp.
Garangan (Small Asian Herpectes javanicus
⊕
⊕
⊕
⊕
⊕
⊕
PL
⊕
S
W
PL
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
protected *)
protected *)
PL
⊕
⊕
S
W
Note
PL
PL, S
W, S
PL
protected *)
protected *)
⊕
W
⊕
PL, S
PL
protected *)
⊕
⊕
PL
PL
economic**)
⊕
⊕
W
N,
⊕
⊕
⊕
PL
PL
PL
pest
pollinator
insecttivor
⊕
W
pest
PL
pest
pest
⊕
⊕
⊕
W
III-55
7
Mongoose)
Walangkopo (Flying Squirrel)
Ptaurista elegans
⊕
W
insecttivor
Source : Primary Data, 2007.
Note :
*) Protected PP No.7/1999; **): producing bird nest-wallet (in the region found many swiftlet
house ")
I. Paddy field / field-river flood plains; II: mixed-yard garden; III: bush-shrub; PL Perjumpan
directly; TL: Direct Encounter (S: sound; A: Traces; N: advice); WP: information on the results
of interviews with residents around.
3.2.3
Water Biota
Components of existing water biota in the study area include:
● Plankton
● Benthos
● Nekton / Fish
The components are a reflection of the existence of chemical physics and
environmental dynamics. In a third presence component will relate to each other in a
series of life functions in the ecosystem.
Plankton:
In waters, plankton are biological factors that have a very big role. Plankton are micro
organisms that live floating in the water column and its movement is affected by
water movement. Plankton can consist of plant plankton (phytoplankton) and animal
plankton (zooplankton). Plant plankton is the main primary producer in most waters,
while animal plankton is the first consumer and producer of energy transfer to higher
levels of consumer organisms such as shrimp and fish.
As a primary producer and consumer, plankton is strongly influenced by changes in
water quality. Thus, the plankton community structure can be an indicator or direction
changes in water quality, through assessment of the stability and quality of aquatic
environment by looking at the composition and abundance of plankton. Plankton
sampling was carried out in several rivers in order to determine the condition of local
waters by using bio-indicators of this.
Benthos:
Biota benthos can actually consist of fitobenthos and zoobenthos, both macro and
EIA
III-56
micro-sized or macroscopic. In general, who served as an indicator of environmental
impact is macro zoobenthos. Macrozoobenthos is a bottom-dwelling organism that is
relatively settled and does not migrate. In terms of general food chain, it goes from
detritus feeders, filter feeders and scavenger carrion eaters. Thus, this animal
organism plays a role in the relative energy reuse will be lost to the bottom waters.
With its relatively settled habit, the macro-zoobenthos communities of organisms are
organisms that suffer the most from affected aquatic environments. Therefore, the
structure of macro-zoobenthos communities are good indicators of aquatic
environmental impacts.
Nekton / Fish:
In the study area of which there is a large river; Cimanuk river. These waters carry 40
types of fish which are classified into 20 tribes with the tribe Cyprinidae dominating
with 13 species of fish. In addition, the types of other fish that are found among are
the Freshwater pomfret fish (ikan bawal air tawar), carp (mas), nila, mujair, catfish
(lele), ikan seribu, tambra, and others.
Based on analysis of plankton, benthos are taken from the 9 (nine) rivers namely S
Ciherang, S. Cimalaya S. Cibodas, S. Ciasem, S. Cilamtan, S. Cipunegara, S.
Cipanas, S. Cimanuk and S. Ciwaringin obtained data as Table III:14 below:
Table III.14
No
1.
EIA
Plankton and Bentos In the Project Area
Species
PLANKTON
Phytoplanton
CYANOPHYTA
Anabaena sp
Meristomopedia sp1
Meristomopedia sp2
Oscillatoria sp1
Oscillatoria sp2
Oscillatoria sp3
Cyanophyta sp1
CHRYSOPHYTA
Amphiprora sp
Anemoneis sp
Coscinodiscus sp
Cyclotella sp
Cymbella sp
Diatoma sp1
Diatoma sp2
I
II
III
1
2
1
1
2
1
42
69
1
14
10
26
14
1
2
11
3
1
4
12
14
1
IV
V
VI
VII
VIII
IX
1
1
1
1
1
1
1
94
18
3
7
114
12
157
18
8
47
4
10
14
6
III-57
1
2
1
4
6
37
4
1
1
Fragillaria sp1
No
2.
EIA
Species
Fragillaria sp2
Fragillaria sp3
Frustulia sp2
Frustulia sp3
Gamphonema sp1
Gamphonema sp2
Gyrosigma sp1
Gyrosigma sp2
Navicula sp1
Navicula sp2
Navicula sp3
Navicula sp4
Nitzchia sp1
Nitzchia sp2
Pleurosigma sp1
Pleurosigma sp2
Pleurosigma sp4
Surirella sp1
Surirella sp2
Surirella sp3
Surirella sp4
Synedra sp1
Synedra sp2
Synedra sp3
Closterium sp1
Golenkinia sp
Pediastrum sp
Scenedesmus sp
Scenedesmus dimorphis
Spirogyra sp1
Spirogyra sp2
Ulothrix sp1
Ulothrix sp2
CHLOROPHYTA
Astasia sp
Euglena sp1
Euglena sp2
Euglena sp3
Phacus sp2
Peranema sp
Phacus sp1
TOTAL /
3 ml sample
TOTAL TAXA
Index Diversity H’=-Epi In pi
H-Max = Ln S
Equitability (E) = H1/Hmax
Zooplankton
COPEPODA
Harpaticoida sp1
Cyclopoidae
60
I
4
II
21
III
57
IV
9
V
73
VI
72
VII
14
44
1
4
49
36
1
129
VIII
55
28
42
IX
1
1
2
2
1
3
1
3
1
1
3
1
15
2
43
1
62
1
2
1
1
43
2
2
2
8
8
78
18
4
1
5
11
1
22
2
2
17
22
8
3
6
2
261
123
18
2
3
2
2
2
1
101
17
2
23
1
1
1
55
1
25
3
6
71
1
1
7
3
51
11
1
17
1
1
11
1
53
1
9
11
1
81
22
1
1
1
1
1
3
1
11
56
1
47
31
4
8
1
3
48
42
6
13
114
2
82
3
8
1
82
4
3
37
1
22
50
7
2
1
8
5
2
7
1
7
1
1
27
1
1
21
1
2
129
13
2
167
2
758
348
76
1242
358
905
83
28
2.20
3.33
0.66
29
2.87
3.37
0.85
26
2.72
3.26
0.83
21
2.48
3.04
0.81
17
2.32
2.83
0.82
27
2.51
3.30
0.76
18
2.03
2.89
0.70
35
2.80
3.56
0.79
16
1.87
2.77
0.67
1
1
III-58
No
Species
Copepoda (nauplius sp 2)
3.
Zooplankton
ARTHOPODA
CRUSTACEA
BRANCHIOPHODA
Branchiophoda sp1
Daphnia sp
Zooplankton
COPEPODA
Copepoda (naulius sp1)
Copepoda (naulius sp2)
PROTOZOA
CILIOPHORA
Lionotus sp1
Lionotus sp2
Lionotus sp3
Colpotidae
Euplotidae
Nassulidae sp1
Nassulidae sp2
Stetor sp
Vorticella sp1
Vorticella sp2
Ciliophora sp1
Ciliophora sp2
Ciliophora sp3
Ciliophora sp4
HELIOZOA
Actinophrys sp
Actispherium sp
RHIZOPODA
Amoeba sp
Arcella sp1
Arcella sp2
Arcella sp3
Arcella sp4
Arcella sp5
Arcella sp6
Centropyxis sp
Diflugia sp1
Diflugia sp2
Eugypha sp1
Eugypha sp2
Rhizopoda sp1
Rhizopoda sp2
Rhizopoda sp3
TROCHELMINTES ROTATORIA
Branchionus sp
Lecane sp
Mytilina sp
Notholca sp
Rotaria sp1
Rotaria sp2
Rotaria sp3
4.
EIA
I
II
1
III
IV
V
VI
VII
1
VIII
IX
22
2
4
1
1
1
21
1
9
30
12
3
2
9
18
11
1
1
1
5
2
4
1
42
15
43
1
18
1
1
1
1
4
3
169
8
4
80
5
20
13
22
2
2
24
2
53
5
4
81
1
1
1
10
1
2
59
40
22
16
33
1
10
65
3
2
101
3
4
15
1
1
9
22
1
2
2
1
28
6
6
105
10
1
1
3
30
1
3
41
1
5
3
2
6
3
7
1
4
1
1
2
5
2
2
2
1
1
1
1
3
III-59
No
Species
Rotaria sp1
Trichocerca sp
Ploima sp1
NEMETHELMINTHES
Nematocia sp1
TOTAL /
3ml sample
TOTAL TAXA
Index Diversity H’=-Spi In pi
H-Max = Ln S
BENTHOS
MOLUSCA
BIVALVA
Bivalia sp1
Corpicula sp
GASTROPODA
Anentome Helena
Anentome sp
Melanoides sp1
Melanoides sp2
Melanoides sp3
Thiara sp
ANNELIDA
OLYGOCHAETA
Branchiura sowerbyii
Tubificudae sp1
Tubificudae sp2
Olygochaeta sp1
ARTHROPODHA
INSECTTA
DIPTERA
Chironomidae sp1
Chironomidae sp2
NEMATHELMINTHES
Nematoda sp1
Nematoda sp1
TOTAL /
3ml sample
TOTAL TAXA
Diversity Index H’=-Spi In pi
H-Max = Ln S
I
1
5
4
1
69
II
3
7
III
IV
1
55
V
VI
VII
IX
8
1
264
58
227
3
70
15
2.23
2.71
0.82
14
1.78
2.64
0.67
13
1.61
2.56
0.63
11
160
1
49
557
2
111
20
2.41
3.00
0.80
13
1.98
2.56
0.77
6
0.98
1.79
0.55
25
2.23
3.22
0.69
12
1.88
2.48
0.76
15
1.87
2.71
0.69
12
1
1
2
1
2
3
2
1
2
4
6
5
6
5
3
1
3
8
2
6
1
1
12
6
1
1
1
2
1
1
1
1
1
2
3
16
4
2
25
14
4
17
13
16
4
0.82
1.39
0.59
3
1.04
1.10
0.95
2
0.69
0.69
1.00
6
1.41
1.79
0.79
4
1.20
1.39
0.86
2
0.69
0.69
1.00
5
1.40
1.61
0.87
3
0.93
1.10
0.84
7
1.69
1.95
0.87
Source : Sampling Sucofindo, 2007
Note : I = River Ciherang, II = S. Cimalaya; III = S. Cibodas;
IV = S. Ciasem; V = S. Cilamatan; VI = S. Cipunegara;
VII = S. Cipanas; VIII = S. Cimanuk dan IX = S. Ciwaringin
From the analysis above shows H 'in nine river varied between 0.69 - 1:41 which
EIA
VIII
1
III-60
shows that the condition of waters can be classified as polluted, and the standard of
quality shows that there are some parameters which have passed the threshold,
such as BOD and phosphate.
ECONOMIC SOCIAL AND CULTURAL COMPONENT
3.3
The planned Cikampek-Palimanan toll-road is one form of supporting infrastructure
for economic growth especially in West Java. The position of West Java is
geographically located in a strategic position because it is close to the capital city of
Jakarta. In other words, West Java enjoys geographical and political proximity to the
economic center and national government. At the macro level, West Java has the
potential for extraordinary economic capabilities and for capturing optimal investment
opportunities. A general description of the potential of West Java province is, among
others:
1. In the Industrial sector, the province of West Java is one of the largest
manufacturing base in Indonesia;
2. In the field of commerce, West Java is the basis of National Non Oil Export.
3. In education, West Java is one of the national education bases as most of the
private universities are in the region.
4. West Java has large potential of tourism so that is a Tourist Destination
Region Community Capital of the State.
5. West Java has powerful human resources and potential for industrial
activities.
6. In terms of West Java territorial revenue: Spill Over both the infrastructure
and settlement and transportation.
Seeing the tremendous potential, the existence of the toll road is a strategic
infrastructure improvement that can be used for strengthening the region's economy.
The following is the socio-economic environmental setting of the study area based on
BPS data for each district last year (output BPS).
3.3.1
Population
The population of West Java in 2006 was 38.47 million people with a population
growth rate on average of 1.29%. Largest population is at the Bandung District with
as much as 4.09 million people, and the smallest is in Banjar district with as many as
0.16 million people. The number of households in 2006 in West Java reached
10,196,064 households. The highest was in Bandung regency ie 1,058,816
EIA
III-61
households, followed by 904,608 in Bogor District and then in Suregencyumi district
with 584,384 households. Population density in West Java reached 1314.09 people
per km2. Bandung Regency is the area with the highest population density; 13296.55
people/km2, while the lowest was at 666.02 people/km2 in Ciamis district.
The population and territory profile of each district is as follows:
Subang Regency
Residents of Subang district in 2006 amounted to 1,391,997 persons, with the
composition of the 699,783 men and 692,214 women. Population density reached
678.44 people/km2; where Subang district is a densely populated area that is
people/km2 2200.40, 1073.78 people/km2 next Pamanukan District. The Legon
District is an area west of the lowest levels with the density of 323.33 people/km2.
The sex ratio (shows the number of resident males per 100 females) in Subang
Regency is at 101.09.
Judging from the composition of age groups, Subang regency population consists of
27.41% children (0-14 years); 8.02% teens (15-19 years); 33.83% youth (20-39
years) and 30.74% of old and elderly.
Population conditions in the study area (in the districts through which the planned toll
road is as follows: Subang is a district with a population of 120,296 inhabitants;
followed by Pangaden district (81,316 inhabitants) and Pabuaran (67,764
inhabitants). The district with the smallest population, of 27,736 people, is Kalijati
District. Likewise the largest population density in the study area is Subang District,
and the Sub district of Pabuaran Pangaden.
EIA
III-62
Table III.15
Demography Conditions of Subang Regency Surrounding Project
Area
Sex
Regency/City
Male
Female
Subang
699.783
692.214
59.782
60.514
• Subang
40.254
40.254
• Pagaden
29.175
29.620
• Cipunagara
15.628
15.298
• Cibogo
33.927
33.837
• Pabuaran
37.593
37.143
• Kalijati
20.247
20.257
• Cipendeuy
Source : Regency In Number, 2006
Sex Ratio
Househol
d
Population
Density
(person/km2)
101,19
101,22
98,03
101,53
102,16
100,27
98,80
100,05
398.031
31.242
23.756
17.030
8.907
19.623
21.351
10.197
678,44
2.200,40
980,42
583,69
569,85
892,34
565,92
354,24
Total
1.391.997
120.296
81.316
58.795
30.926
67.764
27.736
40.504
Purwakarta Regency
Purwakarta Regency population in 2006 numbered 782,362 persons, with the
composition of 391,061 men and 391,301 women. Population density reached 805
people/km2; where Purwakarta district is a densely populated area of 57,900
people/km2; while Sukasari District is an area with the lowest level of density at 155
people/km2.
The sex ratio shows the number of women per 100 men; the regions sex ratio is
99.94.
Judging from the composition of age groups, the population of Purwakarta Regency
consists of 26.78% aged 0-4 years; 68.97% aged 15-64 years and the remaining
4.25% of aged 65 years and over.
Population conditions in the study area (in the districts through which the toll road is
planned) is as follows:
Bungursari has a population of 19,825 people and Campaka district has 17,093
inhabitants. Population density of 724 people/km2 is found in Bungursari District, and
Campaka District 789 people/km2.
EIA
III-63
Area
(km2)
2.051,76
54,67
82,93
100,73
54,27
75,94
49,01
114,34
Table III.16
Demography Conditions of Purwakarta Regency Surrounding
Project Area
Sex
Regency/City
Male
Purwakarta
• Bungur sari
• Cempaka
391.061
19.751
17.325
Female
391.301
19.751
17.325
Sex Ratio
Househol
d
Population
Density
(person/km2)
99,94
93,63
101,36
206.432
11.091
10.232
805
724
789
Total
782.362
19.825
17.093
Source : Regency In Number, 2006
Indramayu Regency
Indramayu Regency residents in 2006 amounted to 1,697,986 persons, with the
composition of the 865,682 men and 832,304 women. Population density reached
832 people/km2; where Karangampel District is an area that is densely populated
with 1898 people/km2; while Cantigi District is an area with lowest population density
of 240 people/km2.
The sex ratio in Indramayu shows the number of females per 100 males, where sex
ratio is at 104.01.
Judging from the composition of age groups, population of Indramayu district
consists of 7.90% children aged 0-14 years; 9.07% aged 5-9 years; 9.46% aged 10 14 years and 73.56%, aged 15 -75 years.
Gantar has a population of 64,643 people and Trisi district has 51,991 inhabitants.
Population density in Gantar is 320 people/km2 and Trisi is 321 people/km2.
EIA
III-64
Area
(km2)
971,72
54,66
43,60
Table III.17
Demography Conditions of Indramayu Regency Surrounding
Project Area
Sex
Regency/City
Male
Indramayu
865.682
• Gantar
34.372
• Trisi
26.542
Source : Consultant, 2008
Female
832.304
30.271
25.449
Sex Ratio
Househol
d
Population
Density
(person/km2)
104,01
113.55
104,29
443.183
14.783
15.113
832
320
321
Total
1.697.986
64.643
51.991
Area
(km2)
2.040,11
202
161,97
Cirebon Regency
Residents of Cirebon in 2006 amounted to 2,029,953 persons, with the composition
of 1,014,672 men and 1,015,281 women. Population density reached 2049
people/km2; where Weru District is also a densely populated region with 5963
people/km2; Pasaleman District is an area with the lowest density level at 810.68
people/km2.
The sex ratio in Cirebon shows the number of women per 100 population of men,
where the sex ratio of 99.94.
Palimanan has a population of 54,662 inhabitants, there are 53,313 people in
Ciwaringin, and 26,764 people in Gempol. Population density in Palimanan is
3181.72 people/km2, Ciwaringin is 2996.79 people/km2, and Gempol is 870.94
people/km2.
Table III.18
Demography Conditions of Cirebon Regency Surrounding
Project Area
Sex
Regency/City
Male
Cirebon
1.014.672
27.483
• Ciwaringin
13.269
• Gempol
27.592
• Palimanan
Source : Tim Consultant, 2008
Female
1.015.281
27.830
13.495
27.070
Sex Ratio
Househol
d
Population
Density
(person/km2)
99,94
98,75
98,33
101,93
534.407
9.055
11.410
14.849
2.049
2.996,79
870,94
3.181,72
Total
2.029.953
53.313
26.764
54.662
Majalengka Regency
Majalengka population in 2006 numbered 1,169,337 people, with the composition of
EIA
III-65
Area
(km2)
990,36
17,79
30,73
17,18
577,633 men and 591,704 women; Majalengka saw an increase of 0.75% when
compared to the population of the previous year. The number of households
increased to a high of 339,072 RT in 2004 to 392,544 RT in 2006, an increase of
15.77%. Population density reached 971 people/km2; Jatiwangi District is a densely
populated district of 2032 people/km2; while Kertajati District is an area with the
lowest density of322 people/km2.
The sex ratio shows the number of women per 100 men, is 97.62.
Sub Dawuan is a district with a population of 85,644 people, followed by Jatiwangi
(81,323 inhabitants) and Ligung (60,106 inhabitants). While the district with the
smallest population of 27,736 people is Kalijati District. The largest population density
in the study area is Jatiwangi District, Sumberjaya and Dawuan.
Table III.19
Demography Conditions of Majalengka Regency Surrounding
Project Area
Sex
Regency/City
Male
Majalengka
577.633
22.035
• Kertajati
42.385
• Dawuan
40.045
• Jatiwangi
29.372
• Ligung
23.175
• Palasah
27.422
• Sumberjaya
Source : Tim Consultant, 2008
Female
591.704
22.585
43.259
41.278
30.734
23.989
28.879
Sex Ratio
Househol
d
Population
Density
(person/km2)
97,62
97,56
97,98
97,01
95,56
96,61
94,95
392.544
16.939
30.651
26.445
21.732
15.874
18.747
971
322
1.546
2.032
966
1.219
1.720
Total
1.169.337
44.620
85.644
81.323
60.106
47.164
56.301
3.3.2 Socio-Cultural
With regards to socio-cultural aspects, the parameters presented include, among
others, employment, education and religion. The success in the field of social
development is not only measured in terms of physical forms only, but physical and
mental aspects. Physical aspects include the development of infrastructure and
supporting facilities such as buildings. One of the efforts to achieve socio-cultural
development made by the West Java provincial government has been to promote the
various areas of business, education, health, religion and others.
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Area
(km2)
1.204,24
138,36
55,41
40,03
62,25
38,69
32,73
Employment
Employment opportunities provide a big picture of the labor market absorption rate;
those that are not absorbed in the labor force are classified as unemployed. In 2006,
the total labor force in the province of West Java was as many as 16,636,057 people,
in which those with active work were as much as 87.75% and 12.25% were
unemployed. Most of the population of West Java is primarily employed in energy
and energy production, agriculture and energy sales business. Percentage of people
who worked on these types of work are 33.39%, 29.45% and 21.91%, respectively.
Professionals are totaled at 3.81%. The number of unemployed people looking for
work in West Java province is as many as 4,219,610 people. Of this number of job
seekers, 69.3% are high school graduates; 11.6% are Bachelor graduates; and
10.2% are SLIP graduates or others.
Indramayu Regency
Based on data from the Department of Social and Labor in 2006, the number of
unemployed job seekers is as many as 16,170, with levels of education varying from
primary to vocational school. The study area is still facing problems, and a large
number of unemployed in the region. The number of job seekers in the District of
Gantar and Trisi are many as 3715 people, with various levels of education. Most of
the workers were employed in the agricultural sector where they were farmers and
tenants.
Purwakarta Regency
In 2006 there were 15,595 people jobseekers, 53.76% of whom are women. Of
these, 46.77% female job seekers have a high school education level or equal.
Meanwhile, the number of male job seekers who have a high school education level
or equal amount to 70.67%. In total, the majority of job seekers have a high school
education level, about 57.82%. Subsequently in 2006, the largest amount of job
placements were filled by women who are high school educated or equivalent;
61.42%.
Majalengka Regency
Job seekers registered in 2006 reached 829 people, consisting of 500 women and
329 men. The list of job seekers by level of education can be seen in Table III:20.
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Table III.20
Job Seeker Based on Its Education in 2006
Education Level
Male
Female
No education
Elementary school
Junior high
High school
Diploma
Graduate
6
101
498
3.983
444
932
38
55
692
2.946
804
925
Total
44
156
1.190
6.929
1.248
1.857
Source: Majalengka in Numbers, 2006
Education
In 2006, the student to teacher ratio for elementary and junior/senior secondary
schools (SD, SLTP and SLTA) was respectively 31:3, 17:85, and 16:55.
Cirebon
The spread of schools in the Cirebon district was fairly even and proportional to the
population in general. Number of students was largest in primary school, however the
number of students who proceed to junior secondary level is still very high, and this
needs to be anticipated especially when linked to the 6 Years Compulsory Education
Program.
The number of students in elementary school and Ml in Ciwaringin district is 4588
and 779 students, respectively. The number of students in junior secondary school
and MT in Ciwaringin is 3242 students and 1979 students each, and the number of
senior high school and MA students are as many as 553 and 2518 students
respectively.
The number of students in Gempol District is as much as 5478 students in
elementary school, and 347 students in junior high school students and MT. There is
no high school in Gempol District.
Indramayu
There are 880 primary schools with as many as 193,924 pupils; 47,408 students in
115 junior high schools; 14,378 students in 42 high schools, and 10,928 students in
32 vocational schools. There are 11,550 teachers, with as many as 9712 teaching in
primary schools, and the rest in junior / senior high / vocational schools.
The number of elementary schools (both public and private) in the District of Gantar
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total 33 schools. The number of students in elementary schools (public and private)
are as much as 6281. The number of teachers in elementary schools (public and
private) are as many as 277. The number of students in junior high schools (public
and private) are as many as 1253. The number of teachers in junior high schools
(public and private) as many as 85 people. There are no senior high schools in
Gantar District.
The number of elementary schools (public and private) in Trisi District are as much
as 29 schools. The number of students in elementary school (public and private) are
as much as 5862, and the number of teachers in elementary school (public and
private) are as many as 235 people. Meanwhile, the number of students in junior high
schools (public and private) are as many as 2416, and the number of teachers in
junior high schools (public and private) are as many as 144. Meanwhile, the number
of senior high school students (public and private) are as many as 477, and the
number of teachers in senior high schools (public and private) are as many as 38.
Purwakarta Regency
In 2006, in Purwakarta Regency there were 536 schools ranging from elementary to
senior secondary level, both public and private institutions, with a total of 147,115
students. Student-teacher ratio at the primary level is the ratio of students to
teachers; and at the SLIP is 25, SMU 17 and CMS 17.
When viewed in general, the situation in 2006 compared with 2003 saw the number
of schools increase by 2.29% and the number of students increase by 4.01%. The
number of teachers increased to 8.42%.
The number of elementary schools (public and private) in Bungursari District were as
many as 18 schools. The number of students in elementary school (public and
private) were as much as 4464. The number of teachers in elementary school (public
and private) were as many as 155. Meanwhile, there were only 2 public junior high
schools. The number of students in secondary schools (public) was as much as
1439. The number of teachers in secondary schools (public) was as much as 68.
There public) was as much as 259. Senior public high school teachers were as much
as 31 people.
There were 19 public elementary schools in Campaka District. The number of
students in Campaka District public elementary schools was 3764 students. State
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elementary school teachers numbered 154 people; Meanwhile, the number of
students in secondary schools (public and private) were as many as 2416 students.
There were only 2 Junior High Schools, with 1665 students and 54 teachers.
Meanwhile, there was no senior high school in Campaka District.
Subang Regency
In 2006, the number of kindergarten schools in the district of Subang was as much as
83 schools, with 2995 students and 230 teachers. There were 892 public and private
primary schools, with 152 769 students. There were 75 junior high schools with
43,771 students and 1897 teachers. There were 26 senior high schools with 14,276
students and 646 teachers. There were 24 graduate schools (SMK) with 8984
students and 583 teachers.
There were 80 primary schools (public and private) in Subang district, with14,264
Meanwhile, the number of junior high schools (public and private) was as many as
12, with 5701 students and 45 teachers. There were 7 senior high schools (public
and private) with 6778 students and 248 teachers.
There were 49 public and private elementary schools in Pangaden District, with 8028
students and 320 teachers; in the meantime, there were 2866 Junior High School
students in 4 junior high schools, with 118 teachers. There was 1 senior high school
with an enrollment of 871 students and 31 teachers.
There were 31 public elementary schools in Cipunagara District, with 6097 students
and 159 teachers; in the meantime, there were 3 public junior high schools with 1318
students and 35 teachers. There is no senior high school in Cipunaraga District.
There are 20 state elementary schools in Cibogo District, with 2963 students and 167
teachers; meanwhile, there were 2416 students in 2 secondary schools (public and
private). There were 757 junior high school students and 45 teachers. There is no
senior high school in Cibogo District. There are 45 state elementary schools in
Pabuaran District, with 7998 students and 242 teachers; in the meantime, there were
4 public junior high schools with 3030 students and 43 teachers. There was 1 private
senior high school with 280 students and 7 teachers.
There were 52 state elementary schools in Kalijati District, with 8214 students and
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408 teachers. There were 6 public and private junior high schools with 3560 students
and 158 teachers. There were 2 private senior high schools. 587 students attended
both public and private senior high schools, with 30 teachers.
There were 27 state elementary schools in Cipandeuy District, with 4600 students
and 163 teachers; in the meantime, there were 1496 Junior High School students in
2 junior high schools, with 34 teachers. There was 1 senior high school, with 411
Majalengka
In Majalengka, available educational facilities include elementary, junior and senior
high schools and universities. There were 834 elementary schools with 126,664
students, 6160 teachers and a student-teacher ratio of 21. There were 68 junior high
schools, with 31,493 students and 1299 teachers and a student-teacher ratio of 25.
There are 20 senior high school with 10,948 students and 23 teachers
There were 33 elementary schools in Kartajati District, with 4431 students and 23
teachers; meanwhile, there were 977 Junior High School students in 2 junior high
schools with 64 teachers. There is no senior high school in Kartajati District.
There were 56 state elementary schools in Dawuan District, with 9217 students and
385 teachers; in the meantime, there were 4 public junior high schools with 1906
students and 78 teachers. There was 1 senior high school, with as many as 716
There were 61 state elementary schools in Jatiwangi District, with 9470 students and
436 teachers; in the meantime, there were 4 junior high schools with 3065 students
and 112 teachers. There was 1 senior high school, with as many as 833 students
and 42 teachers.
There are 46 state elementary schools in Ligung District, with 6690 students and 242
teachers; in the meantime, the number of public junior high schools was 3, with 1830
students and 64 teachers. There was 1 senior high school with a total of 200
There were 52 state elementary schools in Palasah District 52 schools, with 8214
students and 408 teachers; Meanwhile, the number of students in junior high schools
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(public and private) was as many as 3560, in 6 schools, with 158 teachers. There
were 2 public and private senior high schools, with 587 students and 30 teachers.
There were 27 state elementary schools in Sumberjaya District, with 4600 students
and 163 teachers; in the meantime, there were 1496 students in 2 Junior High
Schools with 34 teachers. There was 1 public senior high school with 411 students
and 12 teachers.
Religion
In 2006, the number of places of worship for Muslims in West Java province was
recorded at 110,021, which consisted of 42,605 mosques, 86,671 prayer rooms and
23,350 small mosques. There were 1,808 places of worship for other faiths, including
1521 Protestant churches; 103 catholic churches, 25 hindu temples, and 159
Buddhist monasteries.
Cirebon
A total of 99.71% of the population in Cirebon regency converted to Islam, with
Protestants accounting for 0.16%, 0.09% Catholic, 0.02% Hindu and 0.02%
Buddhists. As for places of worship, there were 687 mosques, 5507 small mosques,
6 catholic churches and 3 others (temples and monasteries).
The number of adherents of Islam in Ciwaringin sub-district is as many as 66,042
people, with 2 Hindus and Buddhists. The number of adherents of Islam in Gempol is
as many as 50,529 people, and there are no other faiths.
Indramayu
The majority of the population is Muslim, at as many as 1,691,185 people, followed
by a Protestant population of 4762 people, 1647 Catholics, 142 Hindus, 232
Buddhists and 18 Confucians.
As for places of worship, there were 778 mosques, 3782 prayer rooms, 242 small
mosques, 17 Protestant churches, 9 Catholic churches and 4 monasteries. Islamic
boarding schools were scattered in almost all districts, except in Cantigi and
Balongan. There were 111 Islamic boarding schools with a total of 23,538 students.
The number of adherents of Islam in Gantar is as many as 64,588 people; with 38
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Protestans, 7 Catholics, 4 Hindus and 6 Buddhists. The number of adherents of
Islam in Terisi is many as 51,913 people; with 44 Protestants, 2 Catholics, and no
Hindus or Buddhists.
Purwakarta Regency
The percentage of Muslim population in Purwakarta Regency is 98.98%, while the
Catholic Christian population is 0.21%, Protestant Christianity is 0.73%, Hindus are
0.02%, and Buddhists are 0.06%. Places of worship include 846 mosques, 1046
surau, 12 churches, 1 temple and 3 monasteries.
The number of adherents of Islam in Bungursari is as much as 97.66%; Protestants
as much as 0.44%, Catholics as much as 1.87%, and 0.04% are Hindu.
The number of adherents of Islam in Campaka is as much as 99.79%; Protestant as
much as 0.06%; Catholics as much as 0.15%, and 0.01% Hindu.
Subang Regency
The population of Muslims is the majority with as much as 99.74%, followed by
Catholic faiths 0.012%; Protestant Christian faiths 0.013% and the rest are Hindus
and Buddhists.
Places of worship include 1713 mosques; 2378 prayer rooms; 1224 small mosques
and 21 churches.
The number of adherents of Islam in Subang is as many as 119,097 people, followed
by 461 Catholics, 692 Protestants, and the rest (23) are Hindu and Buddhist. The
number of adherents of Islam in Pangaden is as many as 81,316 people; there are
no other faiths in; the number of adherents of Islam in Cipunagara is 58,795 with no
other religious believers. The number of religious believers of Islam in Cibogo is as
much as 30,926 people with no other religious believers. The number of adherents of
Islam in Pabuaran is as many as 67,764 people with no other religious believers. The
number of adherents of Islam in Kalijati is as much as 74,458 people, followed by 64
Catholic religious adherents and 214 followers of Protestant Christianity. The number
of adherents of Islam in Cipandeuy is as many as 40,495 people, followed by 7
Catholic religious followers and 2 Protestant Christians.
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Majalengka
A total of 99.75% of the Majalengka population converted to Islam, with 1.28%
Protestant Christian, 0.08% adherents of the Catholic religion, and the rest Hindu and
Buddhist religions. As for places of worship there are 1133 mosques; 4700 prayer
rooms / small mosques, 12 churches and 2 monasteries. The number of adherents of
Islam in Kartajati is as many as 44,620 people; there are no other religious believers.
The number of adherents of Islam in Dawuan is as many as 84,688 people, followed
by 144 Catholics, 810 Protestants; and 2 Buddhists. The number of adherents of
Islam in Jatiwangi is 84,688, with 330 Catholis, 213 followers of Protestant
Christianity, 18 Hindus and 67 Buddhists. The number of adherents of Islam in
Ligung is as many as 60,093 people; with 13 Protestant Christians. The number of
adherents of Islam in Palasah is as many as 47,164 people with no other faiths in this
district. The number of adherents of Islam in Sumberjaya is as many as 56,279
people, with 22 Protestant Christian.
3.3.2
Social Economy
Economic development in the agricultural sector is aimed at increasing agricultural
incomes and development success of rural distribution. This is based on the fact that
of the economic structure of West Java, the agricultural sector is the dominant
sector's third-largest after industry and trade. Efforts are already running in the
government in that direction to implement a program of intensification, diversification
and rehabilitation.
Socio-economic conditions in the study area are dominated by agricultural activities,
such as paddy field, plantation and fisheries.
Agriculture
Agricultural products include food crops, vegetables and fruits. Food crops consist of
cereals, maize, tubers and nuts. Land area using irrigation continued to increase
compared to previous years and reached 383,261 ha; 41.20% of the total land area
was
paddy
field.
Non-irrigated
land
area
was
predominantly
agricultural
fields/plantations, and took up 612,151 ha, or 23.35% of the total land; this was
followed by 577,110 ha (22.41%) of forest, and the smallest land use is noncultivated land at 10 534 ha.
In Cirebon District, food products include food crops (cereals, maize, tubers, bulbs
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and nuts), vegetables and fruit. Gegesik sub-district has a land area of 5206 ha
paddy field with 100% irrigation using technical irrigation techniques. Total production
capability of these paddy rice fields in the district is 56,187 tons of rice using a
harvested area of 10,461 Ha. Most common crop type was cassava, with cassava
production reaching 5608 tons. Cirebon is famous for its mango and capable of
producing as many as 136,714 quintals to 30,909 quintals of mangoes.
Table III.21
Sub-district
Paddy Field in Cirebon
Technical
Irrigation
Medium
irrigation
Simple
irrigation
Self irrgation
rainfed
Total
• Ciwaringin
• Gempol
• Palimanan
948 1.271 163
1.043
-
-
-
76
-
1.187
1.271
1.043
Total
Cirebon
3.262
16.073
2.670
1.526
76
6.318
3.501
55.051
163
8.464
Source : Tim Consultant’ 2008
From the table above, it appears that most of the paddy fields in the district in the
study area are artificially irrigated paddy fields. In Ciwaringin, area harvested as rice
paddy fields amounted to 2125 hectares with total production of 13,524 tonnes per
hectare or a total of 6.36 tonnes / ha. In Gempol, area harvested as rice paddy fields
amounted to 2219 hectares with total production of 13,598 tons, or equal to 6.13
tonnes / ha, while rice fields had an area of 21 hectares with total rice production of
96 tons per year or equal to 4.57 tonnes / Ha. In Palimanan, area harvested as rice
paddy fields amounted to 2416 Ha with a total production of 14,557 tons or equal to
6.03 tonnes / ha, and rice fields amounted to 4 Ha with a total production of 20 tons
of rice per year or equal to 5 tons / ha.
Subang Regency
Subang Regency has the third largest amount of paddy field land area in West Java,
after Indramayu and Falkirk regencies. Subang is also the third largest producer of
rice in West Java. Paddy field land area in 2006 was recorded at an area of 84,167
ha or approximately 41.71% of the total land area of Subang district. 210,786 ha was
used for irrigated paddy fields, covering 41.71% of land and 58.29% of dry land area.
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Table III.22
Paddy Field in Subang
Sub-district
Technical
Irrigation
• Subang
• Pangaden
• Cipunagara
• Cibogo
• Pabuaran
• Kalijati
• Cipendeuy
Frequency
Subang
2.046
3.539 618
408 1.530
2.037
10.178
57.033
Medium
irrigation
491
1.732
1.632
508
431
100
448
5.342
9.905
Simple
irrigation
128
90
150
763
1.131
4.650
Self irrgation
106
303
124
551
8.648
Rainfed
12 0
2.748
1.037
2.131
230
292
6.450
3.931
Total
2.677
5.377
4.989
2.043
4.395
2.641
1.053
23.175
84.167
In Subang District, the harvested area of rice paddy field amounted to 5664 ha with
total production of 31,227 tons equal to 5.51 tonnes / ha. In Pangaden, area
harvested as rice paddy fields amounted to 8370 ha, with total production of 48,349
tons equal to 5.78 tonnes / ha. In Cipunagara, the area harvested as rice paddy fields
amounted to 9949 ha, with total production of 45,545 tons equal to 4.58 tonnes / ha.
In Cibogo, area harvested as rice paddy fields amounted to 3976 ha with total
production of 16,520 tons equal to 4.15 tonnes / ha. In Pabuaran, area harvested as
rice paddy fields amounted to 8713 ha, with total production of 54,718 tonnes per
annum equal to 6.28 tonnes / ha.
In Kalijati, area harvested as rice paddy fields amounted to 5895 ha with total
production of 35,146 tons equal to 5.96 tonnes / ha. In Cipandeuy, harvested area of
rice paddy fields amounted to 3533 ha, with total production of 16,750 tons equal to
4.74 tonnes / ha.
Indramayu
Indramayu produces several types of cultivated crops, including paddy, maize,
cassava, peanuts and soybeans. Majority of agricultural production in Indramayu is
rice, producing as much as 1,264,685.81 tons of rice, which means an increase of
186% from 1,240,873.41 tons in 2004. The harvested land area, which dropped from
200,458 ha to 195,254 ha, was supported by productivity increases of 61.90 kw / ha
in 2004 to 64.77 kw / ha in 2006. This situation can be understood as the total area
for paddy rice is much larger than the amount of land planted with other crops, as an
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area of 195,254 ha is used for rice, while other food crops range from 100 to 3,000
ha only. Cassava is the main commodity with the highest production, followed by
maize, peanuts, green beans, soybeans and sweet potatoes.
While rice dominates the agricultural production scene, Indramayu also produces
other crops such as mango, banana, red chilies, red onions, corn and soybeans.
Plantation crops such as palm, hybrid coconut, cotton, cloves, cashew nuts, coffee,
sugar cane and melinjo are also cultivated.
In Gantar sub district, area harvested for rice was 7821 ha with a production
amounting to 44,077.97 tons of rice. In Terisi sub district, area harvested for rice was
4843 ha with a production of 46,018.57 tons.
Plantation in the study area are also highly developed considering there is ample
land to develop the plantation sector in the region.
Purwakarta
In 2006, rice production reached 191 966 tons of dry milled grain. This shows that
there has been a decline in production by 6.22% when compared to 2004. In general,
the decline was due to a reduced harvested area accompanied by a decline in
productivity. Further, both paddy fields and rice paddy fields decreased in total
harvested area and productivity. In total in 2006, the rice harvested area decreased
by 5.39% compared to 2004. Meanwhile, extensive damage to paddy field areas
increased by 70.56%, mainly driven by insect and rat plagues, and bacterial leaf
blights (BLB).
In the plantation sector, the acreage and yield of plantation experienced changes,
except for the rubber plant. Tea, pepper, vanilla, ginger and turmeric acreage
increased, followed by increased production of these crops; while kapolaga,
hazelnut, nutmeg and kencur increased in total area but production decreased.
Cloves, coffee, palm and melinjo in 2006 saw a decline in acreage but production
increased.
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Table III.23
Sub-district
Technical
Irrigation
Paddy Field in Purwakarta
Medium
irrigation
Simple
irrigation
Self irrgation
Rainfed
• Bungursari
• Campaka
186
60
228
89
43
136
35
85
337
500
Frequency
Purwakarta
246
1.932
317
2.961
179
3.183
120
1.520
837
5.888
In the study area, most paddy fields were rain-fed, followed by artificially irrigated
fields. In Bungursari, area harvested as rice paddy fields amounted to 1445 ha with a
production of 7916 tons. Meanwhile, in Campaka, area harvested as rice paddy fields
amounted to 1382 ha with a production of 7289 tons.
Majalengka
Rice production decreased by 1.89% from 2004 to 2006, whereas harvested areas
for other crops increased by 0.71%. This is caused by a decrease in productivity as
indicated by the yield per hectare which declined by 2.59% in line with that
experienced decline in rice production of 36.89%.
Production of other food crops has increased, including for corn, soybeans, green
beans, cassava and sweet potatoes. On the other hand, groundnut production
decreased by 31.26%.
In Kertajati, area harvested as paddy field amounted to 9441 ha with a production of
47,428 tons. In Dawuan, area harvested as paddy field amounted to 1822 ha with a
production of 12,366 tons. In Jatiwangi, area harvested as rice paddy fields
amounted to 3520 ha with a production of 18,858 tons. In Ligung, area harvested as
rice paddy fields amounted to 4716 ha with a production of 25,478 tons. In Palasah,
area harvested as rice paddy fields amounted to 1555 ha with a production of 10,247
tons. In Sumberjaya, area harvested as rice paddy fields amounted to 4862 ha with a
production of 25,605 tons.
Fisheries
Cirebon
One source of foreign exchange for Cirebon Regency is the fisheries sector,
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including aquaculture (ponds and reservoirs), fishing ponds, marine fisheries and fish
processing. Fish processing is the fisheries sub-sector with the largest production
value, with production value amounting to 75.3216 billion dollars of processed fish.
Salted fish processing / drying contributed to more than 86% of the total production
value of processed fish. The fishery potential in the study area can be seen on the
following Table III.24.
Table III.24
Aquaculture and Fisheries in Cirebon
Aquaculture
Area
Production
(ha)
(Ton)
4,09
0,425
• Ciwaringin
13,44
1,52
• Gempol
30,05
1,294
• Palimanan
Total
3,239
47,58
Cirebon
208,38
1.115,6
Sub-district
Pond
Area
(ha)
8,191
Production
(Ton)
3.356,9
Indramayu
As Indramayu lies on the coast, it is a significant fish-producing district. Fresh marine
fish production during 2006 reached 67359.10 tons, showing an increase in
production compared with the previous year which reached 66789.40 tons.
Fisheries activities in the study area is not dominant it can be seen from the absence
of extensive data on production as well as supporting data on activities in the sector
in the study area.
Purwakarta Regency
In general, total fish production in 2006 increased by 38.14% from 21,495 tons in
2004 to 29,694.20 tons. If further explored, increased production can be seen to
result from increased use of floating nets, airderas and public waters. Fish production
from paddy fields and ponds decreased. The highest increase in fish production
resulted from the floating net as equal to 41.14%, while the highest decrease
occurred in the production of fish from paddy fields as equal to 36.31%.
Fishery activities in the study area are conducted at several places. In Bungursari,
fishery activities in paddy field areas amounted to 26 ha with a production of 0.70
tons; in calm water ponds an area of 3.54 ha was used with a production of 5.28
tons; and in open water area 16.50 hectares was used with a production of 3.05 tons.
In Cempaka, fishery activities in paddy fields amounted to 32 ha with a production of
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0.30 tons; in calm water ponds an area of 20.5 ha was used, producing 6.28 tonnes;
and in open water 59.15 hectares was used with a production of 4.25 tons .
Subang Regency
The total fishery production in 2006 reached 36,000 tons. Total production increased
by 0.19% compared with production in 2004. Production from marine fisheries is still
the largest production source (48.75%) of all products. However, when considering
the value, production ponds in fact have the greatest value than others. This is
because the products from fishery ponds are largely high value fish types.
Fishery activities in the study area are not too dominant as the location of areas are
not too close to the potential for fisheries.
Majalengka
Judging from the topography, Majalengka does not have a strong marine fisheries
industry. Aquaculture production in 2006 was dominated by fish ponds with a
production of 3327.09 tons, while the type of commodities are dominated by carp
(ikan mas), tilapia (nila) and nilem; production amounted to 1,167.88 tons, 2,311.05
tons and 307.24 tons, respectively.
Table III.25
Sub-district
Fishery Production in Majalengka (Ton)
Pond Water
Paddy field
108,77
16,30
• Kertajati
112,37
1,98
• Dawuan
20,90
• Jatiwangi
29,42
8,06
• Ligung
75,27
20,93
• Palasah
4,98
• Sourcejaya
Total
351.71
47.27
Majalengka
351.71
47.27
Source: Tim Consultant, 2008
Flowing Water
-
River
3,19
89,41
15,41
39,74
15,41
1,72
164.88
164.88
Industry and Trade
Cirebon
Cirebon Regency has excellent industrial sector, namely non-metal mineral goods
and rattan products, as the export of non-oil is dominated by Cirebon Regency such
as batik, embroidery and fisheries (frozen shrimp). Of the total 251 large industrial
companies, they are mostly engaged in the furniture and other manufacturing
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industries. Workers amounted to as many as 53,536 people, with 14,515 of them
working in fields with a value-added of 408 388 521 000 rupiah.
Indramayu
The industrial sector is one sector that is now in great demand as a means of
achieving regional autonomy. This situation can be seen from the increasing number
of large industrial companies, which was recorded at 35 from around 330 companies
founded by Department of Labor.
Purwakarta Regency
In 2006, the manufacturing industry included large and medium companies,
amounting to about 161 companies with a total workforce of 38,764. The population
and number of workers has decreased when compared to 2004, where the number
of companies decreased by 1.23% coupled with a decrease in the number of workers
amounting to 2.92%. Decrease in the number of large and medium enterprises was
due to closures.
Large and medium establishments in the Purwakarta are scattered around the 9 subdistricts, but concentrated in industrial centers such as Tegalwaru, Plered and Bukit
Indah town in Bungursari sub-district. Plered and Tegalwaru are industrial centres
where most of the industry falls in the medium industry category with the number of
workers between 20 to 99 people. Meanwhile, in Jatiluhur and Bungursari there are
mostly large industries with a workforce of 100 people more.
Data showed an increase in small industries in both the formal sector business unit
and its production rate, whereas the informal sector declined.
Subang Regency
In 2006, there were a number of large and medium industrial enterprises operating
commercially in the district. Subang recorded as many as 27 units with a total
workforce of 79,227 people. Compared with 2004 this number decreased. The
condition is Subang can be viewed as relatively unchanged since 2004, but
employment numbers have decreased. Judging from the composition of business
units, based on the status of foreign investment, there are 7 domestic (PMA), 12
small industries (PMDN), 16 non-facility companies, 1462 small formal industries,
and 8994 small informal industries.
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Majalengka
In 2006, the number of large industries in Majalengka was as many as 10 industries,
with as as many as 344 companies. Total workers were as much as 15,267 people;
in addition 89.93% of the companies were large and medium tile industries.
3.3.3
Problems in the Area around the planned Toll Road
Section I (STA 1991 +500 - STA 118 +550)
Section I Cikampek - Kalijati (27.05 km) includes the districts Bungursari, Campaka,
Cibatu (Purwakarta Regency), and Pabuaran, Cipeundeuy and Kalijati (Purwakarta
Regency).
Most of the areas affected by the project are the plantation and agriculture areas.
Most people are farmers. There are fears amongst the public about the problem of
land acquisition and the loss of agricultural land and the related loss of income.
In the villages of Kertamukti and Ciparungsari where land acquisition will occur,
approximately 2 ha of land will be cut off by the road. This situation is feared to
disrupt the mobility of people around and in the two villages.
Section II (STA 129+ 750)
Section II includes the districts Pangaden, Subang (Subang Regency). In Subang
Area, there are 8 (eight) districts that are in the location of the planned highway
construction such as Pabuaran District and the village Karangmukti, Cipenduy
District and the villages Wantilan and Sawangan; Kalijati District and the villages
Marengmang, Kaliangsana, Batusari; Purwadadi District and the village Wanakerta;
Pagaden District and the villages Balingbing, Sumurgintung, Gembor; Subang
District and the villages Jabong, Sukamelang and Cisaga; Cipunagara District and
the village Wanasari; Cibogo District and the villagse Ciboqo, Pada Asih, and Sumur
Barang. The Subang areas included in Section II Kalijati - Subang (± 11.2 km) start
from STA 118 +400 in Kalijati District, Subang regency, and go until STA 129 +600 in
the Subang District, Subang Regency. The characteristics of the region in this
section are:
● Irrigated paddy rice fields covering an area of 396,000 m2
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● Lake area of 3300 m2
● Settlement area of 33,000 m2
● Plantation area of 283,800 m2
● Rainfed rice field area of 36,300 m2
Given the vast amount of paddy fields affected by the land acquisition, many farmers
will be affected by losing their livelihoods. In addition, the acquisition of agricultural
land can also reduce the productivity of agriculture in this region. Construction of
roads and culverts to be done does not interfere with farming activities. Flooding
problems should be anticipated in the artificially-irrigated paddy fields considering this
problem occurs frequently (almost every year).
In this region there is a path that many people used to get around that needs
attention so that people do not lose road access.
In Puwodadi District there are areas of PTPN VIII where the community is also
involved by working on these plantations.
Section III (STA 158 +450)
Section III includes districts Cibogo, Gantar and Trisi in Indramayu Regency. The
characteristics of the region in this section are:
● Shrubs area of 31,350 m2
● Field covering an area of 59,400 m2
● Plantation area of 1,196,550 m2
● Rainfed rice field area of 191,700 m2
The impact of the toll road is the effect on economic growth where income may be
decreased, declining land prices, etc. The economy that exists in the area includes
stalls, shops, restaurants and others. In addition, it was found that the general route
was utilized both within communities and between regions.
Gantar district has a lack of water sources and is the least developed region. Road
access infrastructure is still lacking, making it hard for community mobility.
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In Bantarwaru village there is a strong bird's nest economic activity. It is expected
that construction of the toll road will not disturb the activities of the community given
the amount of the economic potential for local communities.
Section IV (STA 177 +350)
Section IV includes the district Kertajati in Majalengka Regency. Majalengka is
included in Section IV Cikedung - Kertajati (+ 18.9 km) from STA 158 +300 in Trisi
District of Indramayu Regency, until STA 177 +200 in Kertajati District, Majalengka
Regency.
Section V (STA 193 +450)
Section V includes the Districts Dawuan, Jatiwangi, Ligung, Palasah and Sumberjaya
in Majalengka Regency. The characteristics of the region in section IV are:
● Shrubs area of 89,100 m2
While the characteristics of the region in section V are;
In this region the village access roads are still limited by poor road infrastructure in
the region. Therefore, managers need to consider the possibility that the toll road
may cut off the village road.
Given the vast amount of paddy fields affected by the land acquisition, many farmers
will be affected by losing their livelihoods. In addition, the acquisition of agricultural
land can also reduce the productivity of agriculture in this region. For that, irrigated
paddy fields should be considered in order not to cause detrimental socio-economic
impacts on local communities.
Flooding problems often occur almost every year. It is expected that floods in Cikeruh
can be overcome.
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Section VI (STA 207 +900)
Section VI includes the Districts Palimanan, Ciwaringin and Gempol in Cirebon
Regency. In Cirebon Regency, there are 3 (three) Districts that are in the highway
development plan, such as Ciwaringin District and the villages Budursora, Babakan,
Ciwaringin and Galagamba; Gempol District and the rural villages Kempek and
Kedung Bunder; Palimanan District and the village Pegagan. The Cirebon region
included in the section VI Sumberjaya - Palimanan (+ 14.45 km) starts from STA 193
+300 in Sumberjaya District, Majalengka Regency, and ends at STA 207 +750 in
Palimanan District, Cirebon regency. The characteristics of the region in this section
are:
• Irrigated paddy rice fields covering an area of 577,500 m2
• Field covering an area of 99,000 m2
• Settlement area of 112,200 m2
• Plantation area of 108,900 m2
Currently in the village of Babakan Ciwaringin there is community unrest over the
land acquisition plan for the development of the community-owned toll road.
The problem is that the land acquisition plan has been rejected, particularly in the
case of the Islamic boarding school (pesantren) area in Babakan Ciwaringin in
Cirebon. The issue raised is not about the aspects of the highway construction plan,
but the land acquisition plan which passes near the pesantren. For people in the
area, the existence of the pesantren is considered a symbol of pride for the local
community who is known for community students. As is known, some complaints or
protests of refusal have been made by the students and scholars in Babakan Village,
District Ciwaringin, Cirebon regency. Rejection happened because according to the
plan, the toll road would acquire about three acres of land that pass around the
boarding area.
1). Social Culture
The populations (community) around the planned project are mostly people in the
agricultural sector. The daily livelihood-earning habits of the population will be
affected. Since most of the population earns a meager living as a farmer, their daily
income-earning habits are especially related to agricultural activities. The interactions
between the residents often happen during farming activities. Meanwhile, residents
who work in the trading sector interact with each other in the market and only
occasionally interact with farmers, when shopping or selling their crops. Besides the
native Sundanese cultural relics, there are cultural activities, namely the
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implementation of hereditary Sundanese customs that are still ongoing, either
individually or groups, officially or inofficially.
Cultural activities include customs for marriage, circumcision, death, the first paddy
field planting, harvesting, house building, promoting community leaders, as well as
communal assistance, which until now are still commonly practiced among the
villagers. This situation is supported because this region has long had an open
relationship with outside areas and has relatively high education levels and dynamic
mobility among the population. The strong influence of Islam (the majority religion of
the population) also affects social interaction and culture in the local community.
Religious life exists very well with other faiths. This shows a high amount of tolerance
between religions. In some places, such as Cirebon, Islamic boarding schools have a
relatively strong influence, and the position of religious leaders play an important role
in influencing people's lives. Social interactions that take place in public life are pretty
good.
Institutions in the villages of the study area play formal and informal roles in
organizing community participation in rural development. At the time this study was
carried out the institutional capacity was pretty good even though their development
should be improved to function more optimally. In addition to these institutions, there
are special instituitions for community farmers, irrigation water users, and farmers'
groups that are united in their membership to the Irrigation Water User Farmers
Association (P3A).
Leadership patterns in the study area population are more inclined to embrace
leadership patterns that blend formal and informal. The role of village officials are to
follow the village head, and they play an important role in regulating the passage of
the society’s social life. However, the patterns of informal leadership (traditional
leadership) are preserved in the roles of religious figures, scholars and public figures,
all who are respected and upheld, and are relied on especially to overcome the social
problems that occur in society.
2) Social Economy
Primary Employment
Employment types are grouped into 8 categories, namely (a) farmers, (b) traders, (c)
employee, (d) civil servants, (e) self-employed, (f) union, (g) carpenters, (h) teacher,
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(i) Other. Other categories of jobs held by respondents varied enough so that the
range of livelihood is inadequate to describe the social reality in the region. The most
common primary job of respondents is as a farmer (23%), followed by traders
(16.6%), self-employed (15.6%), other (15.2%), manual labor (10%). A detailed list of
employment or livelihood of respondents can be seen in Table III.26. This is
understandable because the planned toll road spans many agricultural areas. Some
respondents also have jobs as merchant / service, stalls and kiosks, shops, service
workshops. This condition will affect the smoothness of land acquisition, particularly
in deliberations to determine compensation, because these jobs are the principal
work of the people and they have very strong attachment with their location.
Table III.26
No.
1
2
3
4
5
6
7
8
9
Type of Job of Respondent
Category
Farmer
Merchant
Employees
Civil Servants
ENterpreneur
Labor
Handyman
Teacher
Other
Total
Percentage
115
83
16
63
78
50
7
12
76
500
Frequency (%)
23
16,6
3,2
12,6
15,6
10
1,4
2,4
15,2
100
Source : Survey Result, 2007
Cikampek-Palimanan toll road will be fairly well traveled by road vehicles. This
provides the generation of diverse economic activities in society, both formal and
informal. Public economic activities will include cafes, shops, stalls and more often
found along the arterial road Cikampek - Cirebon. From a business perspective, it
appears that it is most common for stalls to arise. There are enough food stalls
varying from scale ranging from large to small food stalls.
Revenue of Respondents
Respondent income level is relatively varied and can be seen in Table III:27. Income
levels can indicate the economic strata of the residents, judging by the level of
income at the time of the survey. In addition, there are several family members (such
as, wife, son, brother) who help in sustaining the family income.
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Table III.27
No.
1
2
3
4
5
6
Respondent’s Monthly Income
Category (IDR)
<500.000
500.000 – 1.000.000
1.000.000 – 1.500.000
1.500.000 – 2.000.000
2.000.000 – 2.500.000
> 2.500.000
Total
Percentage
89
160
212
10
7
22
500
Frequency (%)
17,8
32,0
42,4
2,0
1,4
4,4
100,0
Respondent Education
The definition of education here is if the respondent has completed the formal
education system. The level of education will influence how the respondents are
affected by the toll road development plans. Education levels of respondents varied
from never graduated, to elementary, to post graduate. Most of the respondents
received a junior high school-education; the next largest group received a senior high
school education. A detailed description of education level of respondents can be
seen in Table III.28.
Table III.28 Respondent’s Education
No.
1
2
3
4
5
6
Category
Never went to school
SD - elementary
SMP – junior high
SMA – senior high school
Academic - diploma
PT - graduate
others
total
Frequency
29
95
212
127
6
25
6
500
Land Ownership Status
Most of the respondents stated that the land they occupy is their own. This data
needs to be collected and analysed carefully, especially for data mapping needs for
land acquisition.
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Table III.29 Land Ownership Status
No.
1
2
3
Category
Frequency
Tenure
Rent
Others
Total
%
394
21
85
78,8%
4,2%
17,0%
500
100
Access to the Workplace
As a general phenomenon seen in other regions, motorcycle vehicle ownership is
common in the research area. Most respondents use a motorcycle for everyday
activities, especially for work. The next largest group of respondents only walked to
and from work given the distance between homes to the workplace is not too far
away.
Table III.30
No.
1
2
3
4
5
6
Access to the Workplace
Category
Frequency
Total
155
39
225
11
46
24
500
Walking
Bike
Motorcycle
Private car
Public Transport
Others
Respondents Housing Conditions
Housing conditions of respondents in the study area are dominated by permanent
homes (66.4%) with only 15.4% of respondents with simple homes. Electricity
network has connected almost the entire area, and the number of homes of
respondents who have electricity is almost 99%. Drinking water sources for the
population largely comes from shallow ground water accessed by electric pumps.
Only a small proportion of respondents use river water for their daily needs.
For MCK (sanitation) activities most respondents already have a toilet in their homes.
This indicates a fairly good condition, especially in order to maintain health and
environmental sanitation.
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Housing Status
Table III.31
No.
1
2
3
4
5
6
Category
Frequency
391
17
4
85
2
1
500
Tenure
Rent
Rent from 2nd Hand
Family
Office
Other
Total
Type of Housing
Table III.32
No.
1
2
3
Category
Frequency
%
332
91
77
66,4
18,2
15,4
500
100
Permanent
Semi permanent
Simple
Total
Source of Lighting
Table III.33
No.
1
2
3
4
Category
Electricity
Genset (generator)
None
Other
Frequency
495
3
0
2
Total
500
Table III.34
No.
1
2
3
4
5
Source of Clean Water
Category
Municipality
Dug Well - surface water
Pump
River
Other
Frequency
Frequency
6
90
381
2
21
500
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Table III.35
No.
1
2
3
4
Toilet
Category
Frequency
Inside the house
Public Toilet
river
Other
459
12
7
22
Frequency
500
Security
Social cohesion is a process of stabilization of environmental conditions with various
activities and social interaction between communities.
The existence of security problems is one factor that can be a threat to the
sustainability of people's lives everyday. However, it must be admitted that no society
is free of friction in the interaction and disruption of neighbourhood security
(kamtibmas). The most important thing is how the disorder can be minimized using a
variety of anticipated measures.
Table III.36
No.
1
2
3
4
Safety and Security
Category
Not secure
Considerably secure
Secure
Very secure
Frequency
Frequency
%
6
21
201
272
500
1,2
4,2
40,2
54,4
100
In general, kamtibmas conditions in the study area are relatively good. This is
recognized by the majority of respondents stating that there have been no
interferences to kamtibmas happening in their area. Cases of land acquisition conflict
are relatively rare in the study area.
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Table III.37
No.
1
2
3
Land Conflicts
Category
Yes
No
Do not Know
Frequency
Frequency
%
35
464
1
7
92,8
0,2
500
100
Public Perception of Toll Road Construction and Respondent Knowledge of
Toll Road Development Plan
The most important aspect for the success of the planned Toll Road Development is
the optimal support of all residents living in the planned development area. This is
especially true for all citizens that may benefit from these development plans. It is
necessary to disseminate information on the Development Plan for the toll road.
From the study results, it is known that most respondents were aware of the toll road
construction plan in their region (88%). This can be used as a basis for optimizing
capital dissemination activities towards the development plans. The group of
respondents who were directly affected by land acquisition, among others, have also
been informed about the plans for the Toll Road Development.
Table III.38
Knowledge of Toll Road Development
No.
1
2
Category
Yes, I Know
No, I don’t Know
Frequency
Frequency
440
60
500
Based on respondents who know about the toll road development plan, it is known
that their information is obtained from the District / local village authorities and mass
media. However, there is a perceived lack of socialization of the project particularly
amongst the poor who have not received full information and details. It is therefore
deemed appropriate that the respondents receive project socialization through face
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to face meetings and from the village officials. This relates to the proximity of the
delivery of information which is relatively easily understood by the community.
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Table III.39
Suitable Media for Socialization of the Project
No.
1
2
3
4
Category
Mass media
Public Meeting
Via Local Government
Others
Frequency
Frequency
%
7
256
230
7
500
1,4
51,2
46
1,4
100
Most respondents (92%) expressed agreement with the existence of the planned Toll
Road development. Only a small proportion (8%) stated they do not agree with the
plans. Details of the opinions of respondents can be seen in Table III:40.
Table III.40
Perception towards Toll Road Development Plan
No.
1
2
Category
Not agree
Agree
Frequency
Frequency
%
40
460
8,0
90
500
100
For those respondents that stated they agree with the Project, several reasons were
stated, including, among others, improved regional economy. Meanwhile, those that
stated they disagree with the Project suggested reasons such as the discrepancy
between the indemnity; disruption to security, loss of revenue (mainly from stalls
around the old road which are threatened of losing customers because of the toll
road).
1. Affected Project Population
Residents directly affected by the project are as follows: In Section I there are as
many as 230 households. In Section II, there are164 households; 216 households in
Section III; in Section IV which consists mostly of forest and paddy fields, there are
no settled residents that will be affected by the project; 450 households in Section V;
and in Section VI there will be as much as 458 households.
From interviews with residents in the study area with a response rate of 500 people,
they raised concerns/problems over land acquisition activities, including:
-
Suitability of land prices between the bid price of the project whose value is
based on the Tax Object Sale Value (NJOP) with the price of compensation
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requested by the land owner (community). NJOP Prices are usually lower
than the asking price of land owners or land prices in the market.
-
The cutting of lands of farmers / community. Where farmers have extensive
lands, the cuts do not cause problems, but in this region the farmers are not
relatively large land owners and this is a problem especially for small land that
will be cut off.
Most respondents do not mind if their land is used for the toll road purposes provided
that the project is in accordance with their aspirations. As many as 89.2% of
respondents agreed on the condition, while 10.2% rejected (disagree) and the
remaining 0.6% stated not known. In general, the concerns of the respondents,
among others, include:
-
Compensation should be in accordance with their agreements, and indemnity
coverage should extend among others to land, buildings, plants and other
assets.
-
Payment of compensation shall be undertaken after agreement is reached.
Based on the results of interviews with local officials it was noted that there is a
diversity of areas affected by the land acquisition and land prices, both based on
NJOP and market prices.
Table III.41
No.
1
2
3
Perception towards Land Acquisition for Toll Road Development
Category
Not agree
agree
do not know
Frequency
Frequency
%
51
446
3
500
10,2
89,2
0,6
100
There were several opinions expressed by various communities concerning
acquisition for the highway. The following is a summary of public opinions in the area:
Subang
In general, residents approve of the plan to build the toll road. Socialization of
perceptions needs to be done, particularly on aspects with regards to land acquisition
procedures, land prices and timing of acquisition. This is to prevent public unrest and
to avoid brokering or land speculators. To that end, it is suggested that there is a
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need for the land assessment team to involve village officials and community
representatives in the consultations.
In addition, more details need to be clarified regarding the cross border that became
a benchmark of where the subject is sited, the facilities that are taxable because
there is no cross / official peg. With regards to the number of trees affected by the
project it is expected that compensation will include replanting.
Cirebon
The main land acquisition problem in this region is an objection by residents of the
Babakan Ciwaringin boarding school (pesantren) against land acquisition. Various
protests have been filed by the pesantren and community leaders and citizens. It will
require wisdom, socialization and intensive meetings between the manager of the
boarding school residents to find a good solution.
The problem of planned activities (including land acquisition) was addressed in
meetings conducted in Purwakarta, 2006, at which a comparison found a different
picture of the affected villages with villages that had already been socialized. It is
planned to continue to identify and disseminate information in order to obtain
accurate data about the villages affected by land acquisition. Another thing that was
questioned by citizens affected by land acquisition is the problem of land acquisition.
Indramayu
With regards to the issue of land acquisition, the concerns posed by citizens are
similar to those in other areas; such as procedural aspects, compensation costs and
timing of execution. In this region, residents expressed the hope that the agricultural
land affected by construction of the toll road will be replaced in other locations in the
surrounding area.
Related to the forestry sector, there needs to be clarity of detail on how the planned
routh will affect forestry, particularly given the amount of community forest activities
in the region.
Majalengka
Communities affected by land acquisition questioned about who would acquire the
land, the acquisition process, who will buy the land, and how much the land
compensation will be.
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The issue of land acquisition in this area surrounds the school / madrasah which will
be affected by land acquisition. This is not just about compensation, but they need
clarity on the relocation plan of the school / madrasah building which will be acquired.
Land problems also are an important issue raised in this region. There are concerns
over land acquisition affecting local community assets.
Purwakarta
Most of the people are farm workers, so there is concern that people will lose income
due to land acquisition. In addition, there is a need for clarification on the remaining
land because of the toll plan.
2. Options for Compensation
Compensation options desired by respondents are quite varied, most respondents
stated that they wanted compensation in the form of money (87%). When an
alternative form of mixed compensation (such as money, location, replacements,
guidance/training, etc.) was proposed, as many as 10.2% chose this option. This
indicates strongly that the respondents actually desire monetary reimbursement for
land acquisition and assets so they can freely utilize the funds.
Table III.42
Kinds of Compensation
No.
1
2
3
Category
Frequency
%
Frequency
425
18
3
446
95,3
4
0,7
100
Frequency
%
410
31
5
446
91,9
7
1,1
100
Money
Land
Other
Source : Hasil Survei, 2007
Table III.43
No.
1
2
3
4
Process of Compensation
Category
Third Party
Direct Compensation
Facilitated by local government
Other
Frequency
With regards to the problem of land speculators, speculators appear not to play a
large role in the context of land acquisition for construction of this toll road. Interviews
found no indication of land speculators offering services relating to land acquisition
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problems. With regards to the compensation process, the majority of respondents
expect direct compensation payments made to the beneficiary. This is partly to avoid
the emergence of land speculators and compensation funds being cut.
Perceptions of Respondents on Toll Road Development Plan
The most successful aspect of the planned Palimanan-Cikampek Toll Road
Development is the optimal support of all citizens towards the planned CikampekPalimanan Toll Road Development. This is especially necessary for citizens to
benefit from these development plans. There is a need to disseminate information on
the planned Cikampek-Palimanan toll road. With regards to the benefits of the toll
road on people's lives everyday, the answers given by respondents were spread
almost evenly. Most (39.4%) respondents stated that the existence of the toll road
will not provide benefits to people's lives. The main reason put forward is that toll
roads are more frequently used by outsiders. Nevertheless, the respondents stated
that they can take advantage of the existence of the toll road to facilitate their socioeconomic mobility, especially when traveling between cities.
Table III.44
No.
1
2
3
Perception on the Impact of the Project to the Livelihood
Category
none
small impact
considerably big impacts
Frequency
Frequency
%
197
166
137
39,4
33,2
27,4
500
100
Respondents Perceptions on the Impact of Cikampek-Palimanan Toll Road
Construction on Employment Opportunities
Labor issues are still a major problem in the study area. From interviews, it was
found that the respondents stated that unemployment is a major problem in the study
area given the lack of employment opportunities in the region. The presence of the
Cikampek - Palimanan Toll Road Development is expected to help the
unemployment problem in the region by opening employment opportunities for local
workers. Therefore, according to respondents, the impacts of Cikampek-Palimanan
Toll Road Development on opportunities are considered important and very important
(78.6%).
EIA
III-98
Table III.45
Perception on the Impact of The Project to the Employment
Opportunities
No.
1
2
3
Category
Yes
No
Do not know
Frequency
Frequency
%
254
242
4
500
50,8
48,4
0,8
100
Respondents Perceptions on the Impact of Cikampek-Palimanan Toll Road
Construction on Environment
In general, respondents said that the Cikampek-Palimanan Toll Road Development
will have an impact on the environment. The result of interviews with some 500
respondents showed that 50.8% claimed to know the impact of Cikampek-Palimanan
Toll Road Development on the environment, while as much as 48.4% stating there is
no impact and the remaining stating they do not know (0.8%). From interviews of
respondents it was found that environmental problems are less a concern in
comparison to development in the region and lack of socialization of these. In
general, respondents said that the impacts of Cikampek-Palimanan Toll Road
Development on environmental aspects are important.
Table III.46
Perception on the Impact of The Project to the Environment
No.
1
2
3
Category
Yes
No
Do not know
Frequency
Frequency
%
254
242
4
500
50,8
48,4
0,8
100
Source : Hasil Survei, 2007
On Cikampek-Palimanan Toll Road Development impacts on the air component,
53.6% stated the impact is categorized as important and 45.8% stated the impact is
very important. From the results of interviews, the types of air pollution of concern
amongst the respondents are the emergence of dust due to the mobility of the trucks
and excavation of land.
On the Cikampek-Palimanan Toll Road Development impact on Noise, 58.6% of
respondents said that its impact is important. This needs to be considered, especially
at the time of execution of construction work such as fixing the poles, where they will
EIA
III-99
need to pay attention to local conditions given that some of the project activities are
quite close to settlement areas.
Community Economic Activities around the planned Toll Road
Cikampek-Palimanan toll road Corridor is fairly well-traveled by road vehicles. This
raises the generation of diverse economic activities in society, both formal and
informal. Public economic activities such as cafes, shops, stalls etc are often found
along the road. The toll road development plan is expected to result in reduced public
economic activities, especially along arterial roads in Cikampek-Cirebon. Usually,
road users often use the services of public economic activities, for example stopping
for a meal break or other activities.
CONDITION OF FACILITIES AND INFRASTRUCTURE
3.4
A. Road Infrastructure
To support development strategies and development of traffic infrastructure and the
economy, local access roads are important. Therefore, development of infrastructure
facilities and the special road which connects Cikampek – Palimanan, needs to be a
continued effort to ensure the smooth movement of goods and services as well as
humans from Cikampek-Palimanan. The planned toll road location is all situated in
the province of West Java and the end of the toll in the east is in Palimanan,
approximately a 50 km border with Central Java Province.
The beginning of the planned Cikampek-Palimanan toll road is in Sta 91+350 at the
Jakarta-Cikampek toll road, and the starting point is an interchange with a half horn.
The existing conditions of village and district roads that will intersect with the planned
toll roads in each district are as follows:
-
Purwakarta Regency, from STA 92 +920 in Cikopo Village, Bungursari
District, up to STA 101 +100 in Karyamekar Village, District Campaka. Status
of road consists of national roads, village roads and district roads with a width
of 3 m to 12 m, and the type of pavement of the national road is asphalt, and
the regional roads are asphalt, while village roads are still dirt roads. Width of
national and regional roads and lanes are 2x2 lanes, while for rural roads are
2x1 lane.
EIA
III-100
-
Subang Regency, starting from STA 103 +418 in Karangmukti Village, District
Pabuaran, until Kaliangsana Village, District Kalijati. Status of road that cuts
the highway are primarily district roads and village roads. Type of district
roads are asphalt pavement, while village roads are still dirt roads. The width
of the regional roads ranges from 7 to 13 meters with the details (3 m + 7 m
left shoulder and 3 m-street right shoulder). Rural roads have a width of 2.5
meters to 7 meters (1.0 m left shoulder + 5 m and 1.0 m-street right
shoulder).
-
Majalengka Regency, starting from STA 169 +600 in Mekarjana Village,
District Kertajati, up to STA 196 +390 in Panjalin Lor Village, District
Sumberjaya. Status of the roads that cross the toll road consist of regional
roads and rural roads and national roads in the villages Sukawana and
Jatisura. The type of national and regional road pavement is asphalt, while
most types of the rural road pavement is dirt, and a small village road is made
of sand in Palasah, District Kertajati. Village road width ranges from 4 m to 5
meters, the regional road has a width of 7 meters, while the national roads
have an average width of 12m.
-
Indramayu Regency, starting from STA 142 +736 in the village of Bantar
Waru, Gantar District, up until Cikawung Village, District Trisi at STA 160
+845. Status of road that cross the toll road consists of National roads and
village roads, and regional roads which cross at STA 155 +480 in Cikawung
Village, District Trisi. National road width is 5 m to 9 m plus the shoulder of
the road an average of 2 m on each side of the street. The width of village
roads are an average of 4 m, while the condition of regional roads have a
width of 6 m by 1m shoulder of the road on the left and right. The type of
national and regional road pavement is on average asphalt, while the
pavement of village roads is made from small stones.
-
Region of Cirebon, the toll road is planned to start from 20p STA-i-030 in the
Budursora Village, District Ciwaringin, up to STA 206 +418 in Kempek
Village, District Gempol. Status of roads that cross the toll road consist of
regional roads and village roads with the width of the regional roads at 4 to 7
meters, and rural roads an average of 3 m. The type of pavement of existing
regional roads is asphalt, while the village road at STA 205 +776 is asphalt,
with the road width 3m.
Bus Service Facilities
Bus services in the study area are of 2 kinds to control the regulation of services
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III-101
between provinces and within provinces. The first service consists of bus routes with
longer distances both within and across regions. Because the city has a provincial
status, all bus services which pass through the city limits are classified as interprovincial services. Routes are based in Jakarta with a majority of services between
the provinces in West Java. In addition there are also many services to other regions
in Java and to Sumatra and other islands adjacent to the island of Java. In the table
below are shown permit inter-city bus services (AKDP) and between provinces
(AKAP) that exist around the study area.
Table III.47
Bus Routes Around The Project Location
ROUTE
Jakarta-Bandung
Jakarta-Tasikmalaya/Banjar/Ciamis/Garut
Jakarta-Subang
Jakarta-Banjar
Jakarta-Cirebon
Jakarta-Kuningan
Jakarta-Ciamis/Majalengka/Tasikmalaya
Sumatra-Jateng/Jatim and others
Jakarta-Central/Jatim and others
Sumatra-Bandung
Sumatra-Cirebon
Sumatra-Banjar
Merak-Jateng/Jatim and others
Bogor-Jateng/Jatim and others
Bandung- Jateng/Jatim and others
Suregencyumi- Jateng/Jatim and others
Suregencyumi Jateng/Jatim and others
VIA
Type of Bus
Service
Cianjur
Express
Stopping
Bandung
Express
Stopping
Purwakarta
Express
Stopping
Pamanukan
Express
Stopping
Suregencyumi-Bandung Express
Stopping
Jatibarang
Express
Stopping
Cianjur-Bandung
Stopping
Jatibarang
Express
Stopping
Jatibarang
Stopping
Jatibarang-Cirebon
Express
Stopping
Purwakarta-Bandung
Express
Cianjur-Bandung
Express
Cianjur-Bandung
Express
Stopping
Purwakarta-Bandung
Express
Stopping
Jatibarang-Cirebon
Express
Stopping
Purwakarta
Express
Stopping
Cianjur
Express
Stopping
Jatibarang
Express
Cianjur
Express
Stopping
Jatibarang
Express
Stopping
Jatibarang
Express
Stopping
Suregencyumi-Bandung Express
Stopping
Sumedang
Express
Stopping
Tasikmalaya
Express
Purwakarta
Express
Stopping
Jatibarang
Express
Stopping
FREQUENCY BUS/day
514
695
260
306
204
44
40
18
138
32
20
443
14
46
313
52
266
4
18
10
5
12
12
9
1593
569
28
10
31
2
8
6
4
166
89
154
68
4
2
126
207
24
14
16
10
18
Source: Review of Feasibility Study and Final Engineering Plans Toll Road CikampekPalimanan
Railway Facilities
EIA
III-102
One alternative transport for the population is to use the Jakarta and Cirebon
connection train. The volume of passengers using the railway has been high enough
with an average of ± 300,000 people / year.
In the study area there are 2 main lines: the northern coastal strip (Merak-JakartaCirebon-Semarang-Surabaya). The second pathway takes a route parallel to the
south of Bandung via Yogyakarta to Surabaya and then to Banyuwangi. Both lines
are single track lanes with no electricity necessary. There are a few north-south
connections between these two main lines and two from the line close to the corridor
study Cikampek to Bandung and Cirebon to Kroya.
PT. KAI is planning a railway sector growth of 7% including the improvement and
rehabilitation of approximately 840 km railway trains and construction of 350 km of
railroads. The development of this thought is roughly equivalent to that estimated for
highway traffic.
One of the highest priorities for the double-tracking is a path between Cikampek and
Cirebon, where currently there is a problem in terms of capacity. Double-tracking the
construction of 135 km of track in Cikampek-Cirebon and 19 km double-tracking
between Cikampek and Purwakarta. The figures show the projected growth of more
cargo movements at a faster rate than passenger traffic for several years to come of
this. This suggests that economy-class train travel between Jakarta and Cirebon
would continue to be limited by lack of capacity.
As for other infrastructure located near and in the middle of the RUMIJA highway is a
network of gas pipelines owned by PT. Perum Gas Negara, water pipelines, irrigation
flows to paddy fields, Pertamina fuel network, and local roads that intersect with the
street the toll road plan.
Traffic
The transportation sector is the backbone for growth and development of other
sectors; the transportation sector serves to connect an economic region with other
regions and the production site to the location of product marketing, which in turn will
increase economies of scale throughout the region.
Transportation system includes road transport, rail transport and sea transport, but
the main form of transport is road transport. In the table below, statistics are shown
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III-103
on road and road surface type in West Java and Central Java and Indonesia, as
overall public roads in the country, about 20% are state or provincial roads, almost all
of which are sealed roads. 63% of the roads in this country are in good condition.
West Java and Central Java together own 15% of the total length of roads in
Indonesia. 39% of regional roads in this region are unsealed, and 28.6% of regional
roads roads are in disrepair and concern. In West Java, the regional and city roads
make up 88% of the total length of roads in the province. 93% of the
national/provincial roads are good / moderate, compared with 74% of regional/city
roads. In the table below is shown the status and type of road surface that is in West
Java and Central Java.
Table III.48
Type of Road in West Java and Central Java
Province
Road Status
West Java
National
Provincial
Regency
City/Municipal
TOTAL
Central Java
National
Provincial
Regency
City/Municipal
TOTAL
West Java and Central Java
National
Provincial
Regency
City/Municipal
TOTAL
Indonesia
National
Provincial
Regency
City/Municipal
TOTAL
Percentage by Status
National
(West Java and Central Java) Provincial
Regency
City/Municipal
TOTAL
Percentage by Type
National
(West Java and Central Java) Provincial
Regency
City/Municipal
TOTAL
Asphalt
886
2.154
11 .238
1.042
15.320
1.010
1.848
12.039
1.601
16.498
1.896
4.002
23.277
2.643
31.818
16.950
27.687
86.447
14.163
145.247
6.0
12.6
73.2
8.3
100.0
100.0
97.7
60.7
82.1
67.1
TYPE OF ROAD SURFACE (km)
Rock
Soil
Other
0
0
0
13
0
0
4.169
3.364
2.083
5
8
39
4.187
3.372
2.122
0
0
0
0
0
0
3.160
1.706
558
122
122
280
3.282
1.828
838
0
0
0
13
0
0
7.329
5.070
2.641
127
130
319
7.469
5.200
2.960
2.269
844
1.795
8.640
4.918
1.380
48.860
76.600
24.174
1.686
2.422
923
61.455
84.784
28.272
0.0
0.0
0.0
0.2
0.0
0.0
98.1
97.5
89.2
1.7
2.5
10.8
100.0
100.0
100.0
0.0
0.0
0.0
0.3
19.1
3.9
15.7
0.0
13.2
4.0
11.0
0.0
6.9
9.9
6.2
TOTAL
886
2.167
20.854
1.094
25.001
1.010
1.848
17.463
2.125
22.446
1.896
4.105
38.317
3.219
47.447
21.858
42.625
236.081
19.194
319.758
4.0
8.5
80.8
6.8
100.0
100.0
100.0
100.0
100.0
100.0
Existing routes contained in the study area include among other things:
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III-104
a. The north coast route (Cikampek-Pamanukan-Pallmanan-Cirebon).
This route is the main alternative route. Road width is 7 meters between Cikampek
and Palimanan widened to over 8 meters with a section for two-way street near
Cirebon. Condition of roads is generally good.
b. Cikampek-Bandung-Padalarang Road
This route is part of one of 3 possible routes between Jakarta and Bandung (the
other is through Sadang-Subang-Lembang and pass-Padalarang Puncak-Cianjur).
The proportion of trucks that pass this way is high, because the main alternative
route for heavy vehicles, through Suregencyumi-Cianjur, is a much longer route.
Vehicle containers, which previously were forced to use the Lembang-Subang road
because of the high barrier in the southern part of Purwakarta, can now use the
Cikampek-Padalarang road, this road through the hills and as a result of this
alignment of the winding and a lot of climbs. The width of the road is at least 7 meters
by 12 meters wider section between Padalarang and Bandung. The road condition is
generally good.
Profile of Regional Traffic Volume
The problem of road traffic includes traffic mix, high volume of traffic every day and
traffic at peak rush hour. Since the traffic model in this region was carried out for the
whole of Java, a review of the data should be implemented at this level to ensure that
accuracy can be maintained. In the following table vehicle traffic volumes and V/C
Ratio and State / Province roads in West Java can be seen.
Table III.49
Category of
Vehicle
Traffic Volume
Type of
Vehicle
National Road
Volume
Provincial Road
Percentage
Volume
Total
Percentage
Volume
Percentage
City car
Sedan/Van
245.984
29.8
110.455
31.7
356.439
30.3
Bus
Small
Medium
Besar
101.325
85.863
187.188
12.2
10.4
22.6
74.387
21.358
95.745
21.3
6.1
27.4
175.712
107.221
282.933
14.9
9.1
24.1
Truck
Pick up
Two wheeler
Three
wheeler
Semi Trailer
Full Trailer
Sub Total
118.228
205.200
24.290
14.3
24.8
2.9
61.564
75.654
2.841
17.6
21.7
0.8
176.792
280.854
27.131
15.3
23.9
2.3
42.817
3.571
394.106
827.278
81
10.213
5.2
0.4
47.6
100.0
2.176
597
142.832
349.032
114
3.062
0.6
0.2
40.9
100.0
44.993
4.168
536.938
1.176.310
195
6.031
3.8
0.4
45.6
100.0
Total
Frequency
ACTIVITY
AVERAGE
Source: Review of Feasibility Study and Final Engineering Plans Toll Road Cikampek-
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III-105
Palimanan
Table III.50
Analysis of V/C Ratio in West Java Province Roads
V/C Ratio
>1.0
0.8-1.0
0.6-0.8
0.4-0.6
0.2-0.4
0-0.2
Total
Percentage
< 5,0
(km)
4
9
0
77
107
724
922
27.8
5.0 – 6.1
(km)
49
10
45
165
274
570
1113
32.66
width (m)
6.2 – 7.2
(km)
120
49
192
206
146
152
864
25.36
7.2-12.0
(km)
52
28
71
115
77
62
405
11.89
>12.0
(km)
0
19
17
19
31
16
103
3.01
Total
Panjang
Percentage
(km)
225
6.61
15
3.39
324
9.52
582
17.09
634
18.62
1525
44.76
3407
100.00
100.0
In the table above it includes an analysis of the ratio of capacity / volume on
the state and provincial roads in West Java province. This shows that:
•
10% of the network has reached the limit of effective capacity (V / C ratio>
0.8)
•
Another 9.5% have a ratio of V / C is about 0.6 to 0.8 and a lot of these
streets can be expected to reach capacity (V? C ratio> 0.9) is less than 4
years
•
63% of the road network has a V / C ratio of 0.4 or less, although many of
these streets (78%) is a small part of the road network and has a width of 6.1
meters or less.
Types of existing public transport include Mini Bus, Public Van, Medium Bus and
Inter-City Bus. Problems in the highway transportation system faced by the West
Java region is the road network system and the existence of several critical points of
congestion at certain hours that occur along primary arterial roads. Therefore, one
solution to this problem is the construction of the highway.
Elucidation of the primary survey of traffic conditions at several sample points
are as follows:
a. Vehicle traffic on the crossing road (intersection traffic count) Survey of
intersection traffic count (ITC) or the movement of the intersection of the survey
carried out at the link below:
• Simpang Sadang
There is high traffic volume at this intersection because it is a main entrance and exit
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III-106
for vehicles, especially for large public transportation bus types, minibuses etc from
outside cities such as Jakarta, Subang, Purwakarta and Indramayu, but also due to
the activities of residents and vendor (kaki lima) merchants, and passengers waiting
for buses near the intersection.
• Simpang Jatisari
This intersection is located on the arterial roads Cikampek Pamanukan. The traffic
condition at this intersections is fairly heavy, plus the intersection is located in an
area of trade and the road is narrow, causing bottleneck traffic.
• Simpang Pamanukan
This intersection diverts Cikampek vehicle movement towards Indramayu and
Subang regencies. There are dense traffic conditions but it does not experience
significant congestion.
• Simpang Karang Ampel
This intersection arguably does not experience heavy traffic, because the movement
in and out of the intersection is not so dominant. Instead there is continuous flow
from both directions toward Indramayu and Cirebon and vice versa.
b. Travel time and delays that occur on roads
From the results of the survey and travel time delay (TTD), the journey from
Cikampek and Palimanan with the distance to 134 km along the existing arterial
roads, with speeds of between 40.71 to 66.25 km / h, then the latency is between
121.38 to 197.52 minutes. When compared to the planned toll road that has a 116
km distance and speed between 80-100 km / h, then latency is 69.6-87 minutes (the
journey can be shortened). So with the toll road there will occur an improvement to
time efficiency (saving time) of 51.78-110.52 minutes or about 43-56%. More data on
travel time and delays that occur on the existing roads (travel time and delay) are
presented in Table III.52 below.
Table III.51
Time of
Survey
EIA
Travel Time and Delay (TTD)
Distance
(Km)
Travel Time
Speed
(Km)
(km/hour)
Trip
Trip
Trip
Trip
Trip
Trip
Cikampek – Palimanan – Cikampek – Palimanan – Cikampek – Palimanan –
Cikampek
Palimanan
Cikampek
Palimanan
Cikampek
Palimanan
III-107
Peak
morning
Off
Peak
noon
Peak
evening
Off
Peak
night
134
134
162,12
154,80
49,59
51,93
134
134
153,72
152,82
52,30
52,61
134
134
197,52
152,81
40,71
52,62
134
134
23,30
121,38
65,21
66,25
c. Vehicle traffic on the road (cross sectional vehicle traffic count)
From the survey and traffic counts, data was obtained on daily traffic volume for each
segment which was on average surveyed for 3 x 24 hours for each type of vehicle.
The results from processing the primary data traffic count survey subsequently
became the basis of the traffic analysis and prediction of traffic. The summary results
of traffic count in the eighth section of Cikampek – Palimanan road are presented in
the following table:
Table III.52
Analysis of Traffic Count in Existing Road in Cikampek
Palimanan
Description
unit
Frequency Vehicl
e/day
Percentag
motorcycle %
Small
vehicle
Heavy
vehicle
average
Cikamp
ekJatisari
21 .237
Paman
Jatibara
Jatisari ukan - Kandang Haur- ng-Karang
Jatibarang
Pamanukan Kandang
Ampel
Haur
39.434
34.808
19.911
6.371
8.740
Jati
barang Paliman
an
13.566
Cirebon
Paliman
an
42.482
Karang
Ampel Cirebon
8,26
11,36
7,79
11,28
25,38
- 10,72
8,11
16,49
%
37,57
28,84
26,91
29,50
28,33
57,22
21,56
41,10
%
51,77
52,85
63,04
53,24
12,56
23,81
66,44
26,79
18.974
32.213
31.311
10.601
2.604
7.082
11.936
28.843
885
1.643
1.450
830
266
364
565
1.770
791
1.342
1.305
687
109
295
497
1.202
Smp/h
ari
Max route Smp/ja
m
Average Smp/ja
m
route
-T/U –S
%
47,28
52.37
59.96
52.62
52.53
49.91
48.39
-B/S – U` %
52,72
47.63
40.04
47.38
47.47
50.09
51.61
The result of the field survey of traffic conditions at this time saw heavy traffic in the
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III-108
42.37
57.63
section from Cirebon – Palimanan, ie 42,482 vehicles / day; this is comprised of
8.11% bicycles (2 and 3 wheels, motorized and non-motorised), 21.56% are light
vehicles (sedans, jeeps, station wagons, kijangs, elves, Colt, carry, pick up, small
tray trucks, microbus, public transportation, minibus) and 66.44% are heavy vehicles
(large buses, small trucks, medium truck, Hold Truck, Container truck).
The traffic count was processed with reference to MKJI 1997 with the passenger car
equivalent factor (PCE) in accordance with the road conditions. The PCE values
used in the conversion of units of vehicles into passenger car units are shown in the
table below:
Table III.53
No.
1
2
3
4
5
6
7
8
EMP Value on Each Surveyed Road
Section
Cikampek-Jatisari
JatisariPamanukan
PamanukanKandang Haur
Kandang HaurJatibarang
Jatibarang-Karang
Ampel
Karang AmpelCirebon
JatibarangPalimanan
Cirebon-Palimanan
EMP
Type
Width (m)
Volume (vehicle/hr)
2/2 UD
2/2 UD
7
7
1490
1063
MC
0.4
0.4
4/2 UD
16
1602
0.4
1.3
2/2 UD
7
1147
0.4
1.3
2/2 UD
6,5
673
0.4
1.3
2/2 UD
7
987
0.4
1.3
2/2 UD
7
1112
0.4
1.3
4/2 UD
16
1654
0.4
1.3
The survey was carried out in six volumes of unclassified road segments using the
traffic count survey, and found that the daily traffic average (ADT) that crosses the
Cikampek - Palimanan arterial street, and the early prediction of frequency of
vehicles that have the potential to enter this highway, are shown in the table as
follows:
Table III.54
Toll Road Potential Based on ADT
1
Cikampek-Jatisari
21.237
18.974
Potential Traffic
(vehicle/day)
19.608
2
Jatisari-Pamanukan
39.434
32.213
18.141
3
Pamanukan- Kandang Haur
34.808
31.311
17.117
4
Kandang Haur – Jatibarang
19.911
10.601
23.747
No.
EIA
Section
ADT (vehicle/day)
ADT (pcu/day)
III-109
HV
1.3
1.3
5
Jatibarang-Karang Ampel
6.371
2.604
3.862
6
Karang Ampel-Cirebon
8.740
7.082
7.077
7
Jatibarang-Palimanan
13.566
28.843
10.223
8
Cirebon-Palimanan
42.482
28.843
21.245
d. The pattern of movement that occurs in the area around the planned Cikampek –
Palimanan toll road (survey of origin - destination)
Survey of origin destination (OD survey) was conducted at 2 points, ie. the Cikampek
and Subang roads. Criteria for selection of survey location points, among others,
included straight, wide road shoulders and body that was enough to stop the vehicle
on the shoulder of the road without unduly disturbing the traffic flow.
From the OD data it is seen there is a tendency for through traffic to dominate the
existing pattern of movement along the Cikampek – Palimanan arterial road. This is
an indication that the existence of the planned toll road will greatly help to make
travel time and vehicle operating costs for road users who travel constantly to the
external zones of the study area more efficient. ADT and percentage data from the
continuous movement and to Palimanan city are presented in the following table:
Table III.55
LHR and Percentage of Through Traffic, from and to Palimanan
location
Traffic
Through traffic
OD Palimanan
%
44
27
Cikampek
LHR (Kend)
8.942
5.487
%
82
14
Subang
LHR (Kend)
15.008
2.565
e. Traffic Service Level
Determining the level of traffic service requires data on vehicle volume (pcu / h) and
capacity. Capacity values for each road segment can be seen in the following table:
No.
1
2
3
4
EIA
Section
CikampekJatisari
JatisariPamanukan
PamanukanKandang Haur
Kandang HaurJatibarang
Co
(pcu/hr/lan
e)
3.100
FCW
FCSP
FCSP
1,00
1,00
0,93
2.883
1.933
0.67
3.100
1,00
1,00
0,93
2.883
1.521
0.53
Stable
B
1.900
1,00
1,00
0,91
1.729
1.643
0.95
Not Stable
D
3.100
1,00
1,00
0,93
2.883
2.392
0.83
Not Stable
D
C
V
(pcu/hour) (pcu/hour)
V/C
Ratio
Note
Level of
Condition
service
Stable
B
III-110
5
6
7
8
Jatibarang –
Karang Ampel
Karang AmpelCirebon
JatibarangPalimanan
3.100
0,955
1,00
0,93
2.753
657
0.23
Stable
B
1.900
1,00
1,00
0,91
1.729
1.643
0.95
Not Stable
D
3.100
1,00
1 00
0,93
2.883
1.933
0.67
Stable
B
CirebonPalimanan
3.100
0,955
1,00
0,93
2.753
675
0.23
Stable
B
From the results of such calculations as shown in the table above, traffic that remains
stable at peak hours (V / C ratio <0.8) is usually located at the links from Cikampek Jatisari, Jatisari - Pamanukan, Jatibarang - Karang Ampel, Jatibarang - Palimanan
and Cirebon-Palimanan. These roads can be categorised at the level of service B
because the flow is steady with medium traffic volume, but the pace has begun to be
restricted by traffic conditions. The roads that have unstable traffic at peak hours (V /
C ratio> 0.8) are the roads Pamanukan – Kandang Haur, Kandang Haur - Jatibarang
and Karang Ampel - Cirebon. These roads can be categorized at the level of service
D as the current approach is not stable with high traffic volumes and speeds that are
still tolerated, but these roads are strongly influenced by changes in current
conditions.
B. Public Utilities
The condition of public utilities located in the vicinity of the study area and which will
be affected by the planned Cikampek-Palimanan toll road was determined based on
data available from the Review of Feasibility Studies and the Final Technical
Engineering Plan for the Cikampek-Palimanan toll road; these results can be seen in
the Table below:
Table III.56
Public Utilities
Location/STA
SECTION I
STA 89.139
PLN
Telkom
PDAM
Pertamina
Notes
3 x 20 kV
(3x380 V)
-
-
-
STA 90.100
3 x 20 kV
-
-
-
Twisted cable 220,
380v contribution
from 20 kV with
transformer
-
STA 90.150
3 x 20 kV
-
-
-
-
-
-
-
Electricity from
Mulyamekar –
communication and
Simpang
Susun Sadang
STA 90.340
EIA
III-111
railway STA
91.356
STA 91.552
-
OH 2 x 60 V -
-
water from
Cikampek –
Purwakarta road
Gentanik wire
OH 3 x 20 OH 6 x 60 V UG1φ
kV
UG 3 x 20 100mm
UG 3 x 20 kV
kV
-
STA 94.825
OH 3 x 20 kV
-
-
STA 95.265
OH 3 x 20 kV
-
-
STA 97.072
OH 3 x 20 kV
-
-
98.632
OH 3 x 20 OH 2 x 60 V kV
-
STA 103.406
OH 3 x 20 OH 2 x 60 V kV
-
STA 103.421
-
gas pipe φ 6”
Portal
STA 104.027
OH 3 x 20 OH 2 x 60 V
kV
STA 104.044
OH 3 x 20 OH 2 x 60 V kV
-
Portal power line
with concrete pale
104.696
OH 3 x 20 kV
-
-
STA 107.315
OH 3 x 20 OH 2 x 60 V kV
-
STA 113.638
OH 3 x 20 OH 2 x 60 V kV
-
STA 116.115
OH 3 x 20 kV
-
-
STA 16.928
OH 3 x 20 OH 2 x 60 V kV
UG 3 x 20
kV
-
-
-
-
-
-
-
Gas pipe
Gas pipe
-
SECTION II
STA 118.423
STA 123.670
STA 126.122
STA 127.212
STA 129.310
EIA
-
OH 3 x 20 OH 2 x 60 V
kV
OH 3 x 20 OH 2 x 60 V
kV
-
Water pipe 90 cm
under, voltage 20
Kv, 220, 380v
distribution with
transformer with
twisted cable
Concrete Pale 11m,
6 circuit 380v
III-112
STA 129.310
SECTION III
STA 130.044
STA 130.901
-
-
-
-
OH 3 x 20 OH 2 x 60 V kV
-
-
STA 131.355
OH 3 x 20 kV
STA 136.134
OH
kV
OH
kV
OH
kV
OH
kV
OH
kV
OH
kV
STA 138.432
STA 139.820
STA 142.747
STA 149.722
STA 149.742
To supply power for
lighting 3 locations
interchanges should
be prepared:
- From the street
Province (Subang Palimanan)
- From the Village
Cilameri
- From the Village
Sukamelang
Gas pipe φ 6” planned
-
Distribution to each
village ranging from
20kV to 220, 380v
with transformer and
cables twisted
3 x 20 OH 2 x 60 V 3 x 20 -
-
3 x 20 OH 2 x 60 V 3 x 20 -
-
3 x 20 3 x 20 OH 2 x 60 V -
SECTION IV
STA 167.650
SECTION V
STA 178.400
STA 179.005
STA 180.169
STA 187.290
STA 189.089
STA 190.690
SECTION VI
STA 194.706
STA 195.298
EIA
-
-
-
OH 3 x 20 kV
-
-
OH 3 x 20 OH 2 x 60 V kV
OH
kV
OH
kV
OH
kV
OH
kV
3 x 20 -
-
3 x 20 OH 2 x 60 V -
-
3 x 20 OH 2 x 60 V -
-
3 x 20 OH 2 x 60 V -
-
OH 3 x 20 kV
OH 3 x 20 OH 2 x 60 V kV
-
III-113
STA 195.952
OH 3 x 20 kV
STA 196.496
gas pipe
Portal
STA 197.399
OH 3 x 20 kV
STA 200.011
OH 3 x 20 OH 2 x 60 V kV
STA 200.692
OH 3 x 20 kV
STA 201.499
OH 3 x 20 kV
STA 201.786
OH 3 x 20 kV
STA 202.088
OH 8 x 20 OH 2 x 60 V kV
STA 202.096
OH 8 x 20 kV
STA 202.255
gas pipe
Portal
STA 205.575
OH 3 x 20 OH 2 x 60 V UG φ 100 –
kV
400mm
STA 205.750
OH 3 x 20 kV
STA 206.393
OH 3 x 20 kV
STA 206.717
OH 8 x 20 kV
STA 207.150
OH 3 x 20 OH 2 x 60 V kV
STA 205 up to OH 12 x Planned PLN and
UG φ 400 m
207 UP
150 kV
PDAM
The gas pipeline that crosses the planned Cikampek-Palimanan Toll Road were
identified in field observations and are presented in the following table:
EIA
III-114
Table III.57 Locations of Gas Pipelines that Cross the Toll Road
No.
STA.
Village
1 103+400
2 0+350
Karangmukti
Kaliangsana
Pabuaran
Kalijati
Subang
Subang
3
4
5
6
7
8
9
Jabong
Jabong
Tegal Aren
Bongas Kulon
Bongas Wetan
Bongas Wetan
Ciwaringin
Subang
Subang
Ligung
Sourcejaya
Sourcejaya
Sourcejaya
Ciwaringin
Subang
Subang
Majalengka
Majalengka
Majalengka
Majalengka
Cirebon
3.5
126+120
127+300
189+975
194+200
195+295
195+938
202+286
Sub-district
Regency
Gas Pipe
Note
Dia. 6" (PT.Pertamina)
Dia. 6" (PT.Moeladi) Access Road IO
Kalijati
Planned
Planned
Planned
COMPONENTS OF PUBLIC HEALTH
Public health conditions in the study area as based on secondary data are shown to
be relatively good. This can be seen due to the existence of many adequate health
facilities in the 5 regencies that are traversed by the planned Cikampek- Palimanan
toll road in West Java province, namely: Subang, Indramayu, Purwakarta, Cirebon
and Majalengka. The existing health facilities in these 5 Regencies include
government-owned General Hospitals, district health centers (puskesmas), health
centers (puskesmas pembantu), mobile health centers, health centers with
sleeping/overnight facilities and medicinal centers, and medics and paramedics.
The trend of diseases that affect most people in the study area are ARI (Upper
Respiratory Tract Infection), gastritis (stomach ulcer), Influenza, Dermatitis (Skin
Disease), myalgia (aching joints) and diarrhea. The nutritional status of the
population is generally described by the class of population which is susceptible to
malnutrition, especially among children aged under 5 years old. The percentage of
children who are experiencing malnutrition vary from 0.5% -1.01% in the 5 regencies.
(Source: Regency in Figures, 2006, for each Regency)
Sanitation facilities in the area primarily support the purposes of bathing, washing
and toilet (MCK); in general the population use public restrooms or a public
bathrooms, and occasionally a private bathroom on private properties which
suggests a healthy home.
EIA
III-115
Meeting the needs of clean water is crucial to people's lives; in the 5 districts people
utilize clean water sourced from dug wells / pumps (ground water) and subscriptionmanaged piped water taps, where most of the water comes from river water. The
details of the health situation in the 5 regencies to be traversed by the planned
Cikampek – Palimanan toll road in West Java Province is as follows:
Purwakarta Regency
Existing health care facilities in Purwakarta Regency include 2 General Hospital, 13
Rumah Bersalain, 19 community health centers (puskesmas) and 41 community
health assistance centres (puskesmas pembantu). Medical personnel and physicians
included 34 general practitioners, 14 PTT Doctors, 10 PNS Dentists and 12 PTT
dentists; there were also 17 specialist doctors but they were found only in the Bayu
Asih hospital (RSUD).
Nutritional status in children aged under five reflects that the nutritional status of the
population is poor; 0.7% are poorly nutritioned and 1% are underweight. When
viewed from the previous year these numbers have decreased.
Environmental sanitation in the area is measured as family ownership of toilet and
waste management facilities, which was 60% and 57.6% respectively. Awareness to
improve housing conditions in accordance with the criteria of a healthy home reached
60% of the population. Clean water for drinking water was generally sourced from
PDAM water subscriptions rather than ground water, and some water sources are
managed from river water.
With a population density 805 people/km2 this also has the potential to facilitate the
transmission of disease via air from air pollution, which is increasing as well.
Subang Regency
There are 3 hospital facilities in the Regency, 2 in Subang and 1 in Kalijati, with 335
beds total. There are several community health centers and clinics in the 22 districts,
including 39 public health centers (puskesmas inpres), 72 community health
assistance centers (puskesmas pembantu), 34 mobil health centers and 17 general
medicinal clinics. There are 25 PNS doctors and 21 PTT doctors, 3 PNS dentists and
11 PTT dentists; there are a total of 691 paramedics including PNS / PTT midwives
and PNS / contract nurses.
EIA
III-116
Nutritional status is measured as the nutrition of vulnerable groups namely children
under five years (toddlers); the percentage of toddlers that are severely malnourished
and underweight was 0.61% and 7.47% respectively. The most common diseases in
this area are ARI, Gastritis and Influenza. Looking at the existing density of
population (678.44 people/km2) then the risk of disease transmission through the air
becomes greater, especially in areas that will be affected by the toll road plans. Air
pollution in the vicinity of the construction will potentially exacerbate the transmission
of diseases.
Environmental sanitation includes clean water supply and disposal and management
of solid waste. PDAM water supplies 14 districts, and those which are not served rely
on groundwater sources. RT waste water management uses sewers, but these have
not been well integrated, so that when rain falls this potentially causes puddles.
Likewise the disposal of waste is managed by each RT which burns the waste
collected by cleaners, which is then dumped in one place for intensive management
via open dumping.
Indramayu Regency
As for health care facilities in the 31 districts there are 49 community health centers
(puskesmas), 67 community health assistance centers (puskesmas pembantu) with
75 medical personnel / doctors, 27 dentists, 388 paramedics / midwives and 436
nurses. Nutritional status of the vulnerable children in Indramayu sees as much as
1.01% and 10.8% nutritionally poor and underweight, respectively. This is the one
regency of the 5 regencies planned to be traversed by the Cikampek-Palimanan toll
road with the highest level of malnutrition among children under five.
Source of clean water generally comes from ground water, waste is managed by
SPAL of RT although this has not been well integrated so that there is potential to
cause puddles when heavy rains.
Population density in Indramayu is around 832 people/km, and this also has the
potential to facilitate disease transmission through the air like respiratory infections.
Given the general land to be affected by the planned toll road is agricultural land, in
the dry season this has the potential to be dry and dusty.
EIA
III-117
Majalengka Regency
Data on health centres in 2004/2006 showed that in the 23 districts there aer 29
community health centers (puskesmas inpres) with a capacity for 76 treatment beds,
73 community health assistance centres (puskesmas pembantu), 28 mobile health
center, and 35 medical personnel / general practitioners, 6 dentists, 285 paramedic /
midwives and 32 village midwives. With community participation activities at the
community level there are 1479 posyandu, and 3 Hospitals with a capacity of 273
beds.
Population density in Indramayu is around 971 people/km2 where the highest density
found in the Jatiwangi district (2032 people/km2), which includes urban areas; this
could potentially facilitate disease transmission through the air like respiratory
infection. Given the general land to be affected by the planned toll road is agricultural
land, in the dry season this has the potential to be dry and dusty.
Cirebon Regency
In Cirebon there are 6 hospitals (including RS Paru-Paru), 53 Public community
Health Centers (Puskesmas Umum), 63 community health assistance centers
(puskesmas pembantu), 44 mobile health centers, 137 medicinal centres and 7
maternity clinics. Health personnel include 168 general practitioners, 32 dentists, 570
general nurses, 34 dental nurses and 553 midwives.
The most common disease is diarrhea (suspected cholera).
Source of clean water for the public is generally subscriptions to PDAM water and
ground water. In general the SPAL are there but not well integrated, thus potentially
causing puddles in the rain. Waste disposal systems are operated by the sanitation
workers, who transport and then dispose waste to landfill for open dumping. It is also
common that waste is not collected by sanitation workers, and is instead burned.
3.6
SUMMARY
Cikampek - Palimanan Toll Road Development Plan is planned along ± 116.4 km,
starting from the Cikopo Toll (Jakarta-Cikampek) in Purwakarta Regency, to be
connected with the Kanci Toll (Pamanukan-Cirebon) in Palimanan, Cirebon regency.
In general, the toll roads is divided into 6 (six sections), each divided by an
EIA
III-118
Interchange (IC) which includes a vehicle access gate to be operated during the later
operational phase.
The environmental, physical chemistry, biology, social, economic and culture
conditions of each Section (STA) in the study area are described in Table III:59 as
follows:
a. Section I
Section I starts from STA 91+500 to STA 118+550, from Purwakarta Regency,
Bungursari district, Cikopo village, to Subang regency, Kalijati district, Kaliangsana
village.
b. Section II
Section II starts from STA 118+550 to STA 129+750, from Subang regency, District
Kalijati, Kaliangsana village, until Subang regency, Cisaga village.
c. Section III
Section III starts from STA 129+750 to STA 158+450, from Regency Subang,
Subang district, Cisaga village, to Indramayu regency, Trisi district, Cikawung village
(Cikedung 1C).
d. Section IV
Section IV starts from STA 158+450 to STA 177+350, from Indramayu regency, Trisi
district, Cikawung village, until Majalengka regency, Kertajati district, Kertawinangun
village.
e. Section V
Section V starts from STA 177+350 to STA 193+450, from Majalengka regency,
Kertajati district, Kertawinangun village, until Majalengka regency, Palasah district,
Sumberjaya village.
f. Section VI
Section VI begins from STA 193+450 to STA 207+900, from Majalengka regency,
Palasah district, Sumberjaya village, until Cirebon regency, Palimanan district,
Pegagan village.
EIA
III-119
Table III.58
Component
Summary of Enviornmental Conditions of each Section of the Toll Road
Section I
STA 91+500 s/d STA
118+550
(Purwakarta and
Subang)
Section II
STA 118+550 s/d
STA 129+750
(Subang)
Section III
STA 129+750 s/d STA
158+450
Subang and
Indramayu
Section IV
STA 158+450 s/d STA
177+350
(Indramayu and
Majalengka)
Section V
STA 117+350 s/d
193+450
(Majalengka)
Section VI
STA 193+450 s/d STA
207+900
(Majalengka and
Cirebon)
Air Quality
Sampling results are still
under the Basic Quality of
(PP) Decree no. 41 of 1999
under the Basic Quality
of
Government
Regulation (PP) Decree
no. 41 of 1999
Sampling results are above Sampling results are
Noise
the Basic Quality of
above the Basic Quality
of
Government
(PP) Decree no. 41 of 1999 Regulation (PP) Decree
no. 41 of 1999
River Water Quality Sampling results are still
below the standard of PP
No.82/2001
No.82/2001
Levels of nitrate, hardness, Levels
of
nitrate,
Shallow Ground
total coliform, already
hardness, total coliform,
Water Quality
exceeds the standard by the already exceeds the
Minister of Health
standard by the Minister
Regulation No.
of Health Regulation No.
416/Menkes/Per/IX/1990.
416/Menkes/Per/IX/1990
of
Government
no. 41 of 1999
Sampling results are
of
Government
no. 41 of 1999
below the standard of
PP No.82/2001
Levels
of
nitrate,
already exceeds the
of
Government
no. 41 of 1999
of
Government
no. 41 of 1999
below the standard of
PP No.82/2001
Levels
of
nitrate,
already exceeds the
(PP) Decree no. 41 of
1999
of
Government
no. 41 of 1999
No.82/2001
Levels
of
nitrate,
already
exceeds
the
(PP) Decree no. 41 of
1999
of
Government
no. 41 of 1999
No.82/2001
Levels
of
nitrate,
already
exceeds
the
Landslide Hazards
Potential of Landslide
hazard
S. Ciherang, Cilandak,
Cilamaya, Cisiluman,
Kalijati, Pakuharja, Cicadas,
Cibeunying, Cijengkol,
Cibeletok, Cibuang,
Ciburangrang, Ciracas,
Kalijambe
No
Potential
of
Landslide hazard
S.
Cikadeuplak+ped
acc,
Handiwung+ped
acc, Cipulung+ped acc,
Cibeureum,
Cibogo,
Cilamatan, Cibalakuya,
Cipunegara,
Cipapan,
Cikale, Cicadas,
No
Potential
of
Landslide hazard
S. Cipondoh, Ciluncat,
Cipanas, Salurah alami,
Cuyu and Cidudut.
No Potential of Landslide
hazard
S. Cilamaning+ped acc,
Lebak+ped
acc,
Cimanuk,
Cicadas,
Cibuluh,
Cilutung
canal+ins road, Cibogor,
Cibunut and Cibayawak.
hazard
S. Cikawangi, Ciporon
small, Cibugang, Rawa,
Ciranggon,
Cikawung,
Cikadongdong,
Ciwaringin,
Cikarang,
Cieseeng, Winong, Caple
and Wadas.
Truncated River
EIA
hazard
S. Cilarangan, Cibodas,
Ciginting,
Cibening,
Ciasem,
Cidahu,
Cipicung,
Cipeujeuh,
Cigaduh and Cigede.
III-120
Component
Section I
STA 91+500 s/d STA
118+550
(Purwakarta and
Subang)
Pembawa
Cicongok.
*)
and
Section II
STA 118+550 s/d
STA 129+750
(Subang)
S.
Section III
STA 129+750 s/d STA
158+450
Subang and
Indramayu
Section IV
STA 158+450 s/d STA
177+350
(Indramayu and
Majalengka)
Section V
STA 117+350 s/d
193+450
(Majalengka)
Section VI
STA 193+450 s/d STA
207+900
(Majalengka and
Cirebon)
Cibuan,
Cikandung,
Cibiuk,
Ciburial,
Cipancu and Cipahit,
Land Use
Area of paddy field
irrigated 0.3 hectares, 40.2
hectares rainfed rice field;
field is 9.6 ha, 6.0 ha
unproductive land, vacant
land 1.5 hectares, and
forest area to reach 75.3
Ha
36.3 Ha; rainfed rice
field 3.0; forest 25.8 Ha.
Unused
field
and
unproductive land.
13.5 Ha; rainfed rice
field 17.7 Ha; field 5.4
Ha; unproductive land
28.5 Ha; forest 79.5
Ha, plantation 33.15
Ha.
35.1 Ha; field 2.4 Ha;
unproductive land 8.1
Ha; forest 65.4 Ha.
There is no rainfed rice
field.
42.3 Ha, field 22.5 Ha,
forest 12.3 Ha.
50.7 Ha, field 0.9 Ha,
forest 9.1 Ha. There are
no rainfed rice fields.
Vegetation Type
Density per ha was 2430,
with a frequency of taxa (s)
44, an index of diversity
(H) 3390, H 'Maximum (In
s) 3784, Equatabilitas
index is 0.896.
Density per Ha was
2.450, with a frequency
taxa (s) 43, diversity
index (H) 3.390 H’
Maximum (In s) 3.874,
Equatability Index is
0,886.
Density per Ha was
2.650, with frequency
taksa (s) 43, indeks
diversitas (H) 3.383, H’
Maksimum (In s) 3.761,
Indeks Ekuatabilitas was
0,899.
Many common insects,
including Grasshopper,
Dragonflies, Butterflies,
Beetles, Bees, Flies, big,
green flies, house flies,
javelin, Mosquito.
Amphibians in the form of
frog
Beetles, Bees, Flies,
big, green flies, house
flies, javelin, Mosquito.
Amphibians in the form
of frog
Density per Ha was
Maksimum
(In
s)
3.807,
Indeks
Ekuatabilitas
was
0,873.
of frog
Density per Ha was
taksa (s) 45 indeks
Maksimum (In s) 3.807,
Indeks Ekuatabilitas was
0,907.
Fauna Type
Density per Ha was
Maksimum
(In
s)
3.705,
Indeks
Ekuatabilitas
was
0,883.
of frog
of frog
EIA
of frog
III-121
Component
Flora
EIA
Section I
STA 91+500 s/d STA
118+550
(Purwakarta and
Subang)
Section II
STA 118+550 s/d
STA 129+750
(Subang)
Section III
STA 129+750 s/d STA
158+450
Subang and
Indramayu
Section IV
STA 158+450 s/d
STA 177+350
(Indramayu and
Majalengka)
Many insects found:
grasshopper,
Dragonflies,
Butterflies,
Beetles, Bees, Flies
great, green flies,
house flies, javelin,
Mosquito.
Many common
amphibians:
tree frog, Frog budug.
Reptiles found:
Chameleons, tree
Cicak, Cicak fly.
Aves / Birds often
found: kestrel, Bentet,
Bird honey, Cabak
mating, Cabean,
Cipoh, Eagle bondol,
Jog-jog, Finch, kite,
Prenjak, Pungguk,
Sesap honey coconut,
cuckoo, Wallet kusapi,
swallow saliva.
Density per ha
2330, Frequency taxa
Many reptiles and lizard
found.
Birds / Aves are common:
alap alap, Bentet, Cabak
maltng, and Eagle bondol
(each location
observations), Kutilang,
Kite, cuckoo, Swallow
saliva and Swallow
kusapi.
Mammals encountered is
the Rice Field Rat and
grate
Many common
Amphibians including
Tree frog, Frog budug.
For Reptiles
Chameleon was
encountered, Tree
lizard, and Cicak fly.
Many common Aves /
Birds, including Kestrel,
Bentet, Bird honey,
Cabak mating, Cabean,
Cipoh, Eagle bondol,
Jog-jog, Kutilang, Kite,
Prenjak, Pungguk,
Sesap honey coconut,
cuckoo, Wallet kusapi,
Swallow saliva.
Common Mammals
were squirrel, FlyingFox, Cecurut, Careuh,
grate and Walangkopo.
Reptiles found: Lizard,
Oray Python, Gray
sacking, Oray shoots,
Oray hejo, Oray
khoros.
Common Aves / Birds:
kestrel, Bente, Cabak
mating, Eagle bondol,
Kutilang, Kite,
Srigunting, cuckoo,
Walt kusapi, swallow
saliva, Quail and Lathe
bush.
Mammals found:
Rice Field Rats and
Grate.
Density per ha
(s) 44, Index
Density per ha
2690, Frequency
Taxa (s) 45,
Density per ha
(s) 44, Index
Section V
STA 117+350 s/d
193+450
(Majalengka)
Section VI
STA 193+450 s/d STA
207+900
(Majalengka and
Cirebon)
Oray Python, Oray
Oray hejo, Oray khoros.
Aves / Birds found:
Kestrel, Bente, Cabak
thief, Eagle bondol,
Kutilang, Kite- Kite,
Srigunting, cuckoo,
Kusapi swallow, swallow
bush.
Mammals found: Rice
Field Rat and grate
Oray Python, Oray
Oray hejo, Oray khoros.
Aves / Birds found:
Kestrel, Bente, Cabak
thief, Eagle bondol,
Kutilang, Kite-Kite,
Srigunting, cuckoo,
Kusapi swallow, swallow
bush.
Mammals found: Rice
Field Rat and grate
Density per ha taxa (s)
44, Diversity Index (H)
3390
Density per ha
(s) 43, Index
III-122
Component
Section I
STA 91+500 s/d STA
118+550
(Purwakarta and
Subang)
Diversity (H1) 3390, \
H'maksimum (In s) 3784,
Ekuitabilitas Index (H7
H'maksimum) 0896.
Plankton
S. Ciherang Phytoplankton:
Total individu/3ml sample
is 129, Total taxa 28, the
Diversity Index H '=-E
pi In pi amounted 2.20,
while H-Max = Ln S is 3.33
and Equability (E) = H7Hmax is 0.66.
Zooplankton:
Total individual/3ml sample
is 69, Total taxa 20,
Diversity Index H '=-E pi
In pi is 2.41, while H-Max =
Ln S is 3.00 and Equability
(E) = H7H-max is 0.80.
ANDAL
EIA
Section II
STA 118+550 s/d
STA 129+750
(Subang)
Diversity Index
(H ') 3362,
H'maksimum (In
s), 3807, Index
Ekuitabilitas (H7
H'maksimum)
0883.
S. Cilamaya
Phytoplankton:
Total individu/3ml
sample is 167, Total
taxa 29, Diversity Index
H '= -E pi In pi is
amounted to 2.87, while
H-Max = Ln S is 3.37
and Equability (E) =
H '/ H-max are 0.85.
Zooplankton:
Total individual/3ml
taxa 13, Diversity Index
H '= -E pi In pi is 1.98,
while H-Max = Ln S is
2.56 and Equability (E)
= H '/ H-max was 0.77
Section III
STA 129+750 s/d STA
158+450
Subang and
Indramayu
Section IV
STA 158+450 s/d
STA 177+350
(Indramayu and
Majalengka)
Section V
STA 117+350 s/d
193+450
(Majalengka)
Section VI
STA 193+450 s/d STA
207+900
(Majalengka and
Cirebon)
Diversity (H1) 3407,
H'maksimum (In s)
3784, Index
Ekuitabilitas (HV
H'maksimum) 0900
H'maksimum (In s)
3807, Index
Ekuitabilitas (HV
H'maksimum) 0907
H'maksimum (In s)
3784,
Index Ekuitabilitas (HV
H'maksimum) 0896.
H 'maximum (In s)
3761, Index
Ekuitabilitas (H '/
H'maksimum) 0899.
S. Cobodas
Phytoplankton:
Total individu/3ml
taxa 26, Index
Diversity H '=-E pi In pi
amounted to 2.72,
while H-Max = Ln
S is 3.26 and
Equability (E) = H '/ Hmax is 0.83.
S. Ciasem
Phytoplankton:
Total individu/3ml
taxa 21, Index
amounted to 2.48,
= H7H- max is 0.81.
S. Cipanas
Phytoplankton:
Individu/3ml total sample
Index Diversity H '=-E pi
In pi is amounted to
2.03, while H-Max
= Ln S is 2.89 and
Equability (E) = H '/ Hmax are 0.70.
S. Cimanuk
Phytoplankton:
Total individu/3ml
sample are 905, Total
taxa 35, the Diversity
Index H '=-E pi In pi
amounted 2.80, while HMax = Ln S is 3.56 and
Zooplankton:
sample is 557,
Total taxa 25, Index
is by 2.23,
while H-Max = Ln
S is 3.22 and
Equability (E) = H7Hmax is 0.69.
Zooplankton:
Individual/3ml total
sample is 58, Total taxa
15, Index Diversity H '=E pi In pi is 2.23, while
and Equability (E) = H '/
H-max are 0.82.
Zooplankton:
taxa 14, the Diversity
Index H '=-E pi In pi
amounted 1.78, while HMax Ln S is 2.64 and
Equability (E) = HVHmax is 0.67.
Zooplankton:
sample is 49, Total
Taxa 6, Diversity Index
H '=-E pi In pi is 0.98,
while H-Max = Ln
S is 1.79 and
III - 138
III-123
Section I
STA 91+500 s/d STA
118+550
(Purwakarta and
Subang)
Section II
STA 118+550 s/d
STA 129+750
(Subang)
Benthos
Total individu/3ml sample
In pi amounted to 8.82,
while H-Max = Ln S
is 1.39 and Equability (E) =
HVH-max is 0.58.
Total individu/3ml
sample is 4, Total taxa
3, Index Diversity H '=E pi In pi is at 1, 04,
= HVH-max are 0.95.
Irrigation Channel
Cut by Toll Road
STA
103+304,
STA
115+314, STA 11 8+541.
STA 120+854, STA
121+160, STA
123+250, STA
123+696, STA
124+813, STA
125+584, STA
125+712, STA
125+840, STA
126+716, STA
128+040, STA
128+253, STA
129+046.
Component
EIA
Section III
STA 129+750 s/d STA
158+450
Subang and
Indramayu
Section IV
STA 158+450 s/d
STA 177+350
(Indramayu and
Majalengka)
Total individu/3ml
sample is 2, Total
Taxa 2, Diversity Index
H '=-E pi In pi is
amounted to 0.69,
= HVH- max is 1, 00.
STA 130+059, STA
130+085, STA
130+231, STA
130+261, STA 130+
756, STA 132+346,
STA 134+522, STA
135+154, STA
136+983.
Total individu/3ml
sample is 25, Total
Taxa 6, the Diversity
Index H '=-E pi In pi is
1.41, while H-Max =
Ln S is 1.79 and
Equability (E) = HVHmax is 0.79.
Section V
STA 117+350 s/d
193+450
(Majalengka)
Section VI
STA 193+450 s/d STA
207+900
(Majalengka and
Cirebon)
Individu/3ml total sample
In pi is 1.41, while HMax = Ln S is 1.61 and
Equability (E) = HVHmax was 0.87.
Total Individu/3ml total
sample is 69, total 20
taxa Diversity Index H
'=-E p In pi is 2.41 while
and Equability (E) =
HVH-max are 0.80.
STA 178+159, STA
179+064, STA 179+930,
STA 180+260, STA
182+180, STA 185+345
STA 185+672, STA
185+800, STA 186+180,
STA 186+478, STA
186+715, STA 186+975
STA 187+345, STA
187+345, STA 188+385,
STA 188+480, STA
189+020, STA 189+345
STA 192+111, STA
192+355, STA 192+680,
STA 193+050
STA 193+333, STA
94+066, STA 194+125
STA 194+903, STA
195+047, STA 195+163
STA 195+216, STA
195+655, STA 195+848
STA 195+942, STA
196+586, STA 196+827
STA 197+208, STA
197+729, STA 197+844
STA 197+982, STA
199+408, STA 199+556
STA 199+561, STA
199+782, STA 199+928
STA 201+881, STA
202+363, STA 202+809
STA 203+120, -,STA
202+525, STA 203-833
STA 204+253, STA
205+472, STA 205+596,
STA 205+744, STA,
205+806, STA 206+387,
STA 206+449, STA
206+743, STA 207+012.
III-124
Component
Section I
STA 91+500 s/d STA
118+550
(Purwakarta and
Subang)
Section II
STA 118+550 s/d
STA 129+750
(Subang)
Section III
STA 129+750 s/d STA
158+450
Subang and
Indramayu
Section IV
STA 158+450 s/d
STA 177+350
(Indramayu and
Majalengka)
Section V
STA 117+350 s/d
193+450
(Majalengka)
Section VI
STA 193+450 s/d STA
207+900
(Majalengka and
Cirebon)
Population
Residents affected by the
project: 230 households.
Residents affected by
the project: 164
households.
the project: 216
households.
the project: none.
the project: 450
households.
the project: 458
households.
Manpower
Requirement /
Section
During construction labor
needs to reach 250 people,
divided into 10% of the
elements of the project
owner / owner, as much as
10% for the regulatory
element as an expert
medium and 80% for the
element of the contractor
for labor experts and
rough.
During construction
labor needs to reach a
50 people, divided into
10% of the elements of
the project owner /
owner, as much as 10%
for the regulatory
medium and 80% for
the element of the
contractor for labor
experts and rough.
During construction
labor needs to reach
250 people, divided
into 10% of the
owner / owner, as
much as 10% for the
regulatory element as
an expert medium and
80% for the element of
the contractor for labor
experts and rough.
During construction
225 people, divided
into 10% of the
owner / owner, as
much as 10% for the
regulatory element as
an expert medium and
80% for the element of
the contractor for labor
experts and rough.
During construction
200 people, divided into
10% of the elements of
the project owner /
for the regulatory
element of the
experts and rough.
During construction
150 people divided into
10% and the element of
the project owner /
for the regulatory
element of the
experts and rough.
Frequency Job
Seekers / Regency
A total of 15,595 people in
the district of job seekers.
Purwakarta, 53.76% of
whom were women. From
the frequency
these, 46.77% search
working women have
high school education
level.
A total of 9532 people
in the district of job
seekers. Subang, 33%
of them graduated from
junior high and high
school as well.
A total of 17,453
people in the district of
job seekers.
Indramayu 46% of
them are high school
graduates.
As many as 16,170
people jobseekers,
with the level of early
education from
primary to vocational
Gantar and Trisi as
many as 3715 people
with various levels of
education SLIP.
Registered job seekers
reached 829 people,
consisting of 500
women and 329 men.
Registered job seekers
reach 1 .292 people
consisting of women
and men with an
average education level
of junior high and high
school.
EIA
III-125
Component
Section I
STA 91+500 s/d STA
118+550
(Purwakarta and
Subang)
Section II
STA 118+550 s/d
STA 129+750
(Subang)
Section III
STA 129+750 s/d STA
158+450
Subang and
Indramayu
Section IV
STA 158+450 s/d
STA 177+350
(Indramayu and
Majalengka)
Section V
STA 117+350 s/d
193+450
(Majalengka)
Section VI
STA 193+450 s/d STA
207+900
(Majalengka and
Cirebon)
Religion
Percentage population
Muslim in
Purwakarta Regency
amounted to 98.98%;
temporary resident
Catholic Christian
0.21%; adherent
Protestant Christianity
amounted to 0.73%; Hindu
0.02% and Buddhist
0.06%.
In Regency. Subang
frequency Muslim
population is
majority that is as much
as 99.74%;
followed by 0.012%
Catholic faiths;
Christian religions
Protestant registration
0.013% and
the remaining adherent
Hindu religion and
Buddhist.
Indramayu Moslem
population of
1,691,185 people,
followed the soul 4762
Protestant, Catholic
soul 1647, soul 142
Hindu, Buddhist and
Confucian soul 18 232
inhabitants.
The majority of the
population
Regency. Indramayu
Muslims as many as
1,691,185 souls
followed by Protestant
residents at 4762
souls, Catholic
1647 souls, Hindu 142
soul, the soul of
Buddha 232, and
Confucian 18 souls
A total of 99.75%
population Regency.
Majalengka hug
Islam, as many
Protestant Christian
faiths 1.28%, adherents
of the Catholic religion
as much as 0.08%, the
rest Hindu and Buddhist
religions total 99,710
residents
A total of 99,710
residents of Cirebon
embrace Islam,
Protestants, adherents
at 0.16%, Catholic
religion 0.09%, Hindu
religious adherents
0.02% and adherent
Buddhist 0.02%.
Agriculture
The total area irrigated
paddy fields 0.3 hectares;
rain fed paddy field 40.2 ha
of; field is 9.6 ha;
6.0 hectares of not
productive soils, vacant 1.5
ha and forest area reached
75.3 ha.
Area of paddy field area
irrigation reaches
36.3 ha; rainfed paddy
field 3.0 ha
and forest 25.8 Ha. Not
found field or farm
Area of paddy field
area irrigation of 13.5
hectares, 17.7
hectares rainfed rice
field; field is 5.4 ha;
unproductive 28.5 ha
and forest reached
79.5 ha,
land area of paddy
field area
irrigation of 35.1
hectares; field is 2.4
ha, 8.1 ha
unproductive land, and
forest to reach 65.4
Ha. There is no
rainfed rice field.
total area irrigated
paddy field is 42.3
Ha, 22.5 ha field and
forest an area of 12.3 ha
The total area irrigated
paddy fields covering an
area of 50.7 ha, 0.9 ha
field and forest of 9.1
ha. There is no rain-fed
paddy field
EIA
III-126
Component
Fishery
Industrial &
Trade
EIA
Section I
STA 91+500 s/d STA
118+550
(Regency. Purwakarta
and
Subang Regency)
In Regencyupaten
Purwakarta,
Bungursari,
fisheries activities in
paddy field area of 26 ha
with production of 0.70
tons;
calm water in the pool area
3.54 ha and in the waters
general area of 16.50 ha.
In
Sub-districtamatan
Cempaka,
fisheries activities in
paddy field area of 32 ha;
in
calm water swimming area
20.5 ha and in the waters
general area of 59.15 ha.
Regency. Purwakarta,
industry
large / medium in the
district
Purwakarta spread
on
9th District and
concentrated on
industrial centers,
such districts
Tegalwaru and Plered
and industrial areas
Bukit Indah in town
Sub Bungursari.
Sub Plered and
Tegalwaru is
Section II
STA 118+550 s/d
STA 129+750
(Regency Subang)
Fishing activity
in the study area
not too
considering the
dominant
location of study area
which is not too
close
fisheries potential.
composition, the unit
based business
investment status
capital ie 7 PMA
12 Domestic, 16
Non company
facilities, 1462
formal small industry
and 8994 industry
small non-formal.
Section III
STA 129+750 s/d STA
158+450
Regency Subang and
Regency Indramayu
Section IV
STA 158+450 s/d
STA 177+350
(Regency Indramayu
and Regency
Majalengka)
Fisheries activities in
study area is not
this dominant visible
of the absence of data
area and production
and data
supporter of
activity in the sector
within the territory
study.
In Regency.
Indramayu
industrial sector
is one
sectors of society now
in great demand as a
means of trying in the
era of regional
autonomy. This
situation can be seen
from the increased
frequency of large
industrial enterprises,
medium businesses
recorded 35 of about
330 companies that
Section V
STA 117+350 s/d
193+450
(Regency Majalengka)
Section VI
STA 193+450 s/d STA
207+900
(Regency Majalengka
and Regency Cirebon)
Viewed from
topography, Regency,
Majalengka not have
marine fisheries,
aquacultural production
in
in 2006 was dominated
by
place of business calm
pool of water
with the production of
3327.09 tonnes.
Area of land for pond
freshwater fishery in the
district.
Ciwaringin 0.425 ha, in
Sub Gempol 1.52
Ha, in the district.
Palimanan
1.294 Ha.
Frequency big industry
in the regecny of
Majalengka many as 10
companies and medium
industries as many as
344 companies. When
views of its kind, large
industrial / medium
which is 89.93% is the
tile industry.
Regency. Cirebon has
speciality of the industry
excavation of goods not
metal and rattan
industry
by looking at the results
non oil exports
owned by Regency
Cirebon
other than batik,
embroidery threads and
fisheries (frozen shrimp).
III-127
industrial centers
promoted by labour
department
Regional
Issues/Concerns
Most of
the people are farmers.
There is concern
community against
problem of liberation
land due to
land release
agriculture resulted in
their income
be reduced
where productivity results
agriculture partly
become lost.
Replacement trees
felled and replacement
standards
tree needs to get
clarity with
involve
community
formulate change
loss. Given the vast
amount of paddy fields
affected
exemption, then
some farmers
be affected
impact of
lost their livelihoods
The impact of toll
roads is the effect on
economic growth in
the lane artery that
becomes income
decline, declining land
prices, etc. Economic
activity that exists in
some lines include
stalls, shops,
restaurants and
others.
Social Cultural
Customary activities
such as marriage,
circumcision, death, down
to paddy field, harvest,
build houses,
appointment of leaders
society, and nature
mutual help
community until now
now there are many
there among
village community.
This situation is supported
therefore this area
has long been open
relationship with the region
outside and the level
education relative
height and mobility
between
such as marriage,
circumcision, death,
down
build houses,
society, and nature
mutual help
community until now
now there are many
there among
village community.
This situation is
supported
therefore this area
has long been open
relationship with the
region
such as marriage,
down
build houses,
society, and nature
mutual help
community until now
now there are many
there among
village community.
This situation is
supported
therefore this area
has long been open
region
EIA
Given the vast amount
of paddy fields affected
by the exemption, so
some farmers will
be affected lose their
livelihoods. In addition,
the exemption of
agricultural land can
also reduce the
productivity results
agriculture in the region.
such as marriage,
down
build houses,
appointment of
leaders
society, and nature
mutual help
community until now
now there are many
there among
village community.
This situation is
supported
therefore this area
has long been open
region
such as marriage,
down
build houses,
society, and nature
mutual help
community until now
now there are many
there among
village community.
This situation is
supported
therefore this area
has long been open
region
One important issue
that must be anticipated
against the plan
highway construction
Cikampek - Palimanan
is the issue of liberation
land. Pembeba rejection
problem of land-san is
especially true in the
boarding area Babakan
Ciwaringin Cirebon
Issues raised
not to the aspect
development plan
highways, but there
release plan
crossing or crossing
land boarding
them.
such as marriage,
down
build houses,
society, and nature
mutual help
community until now
now there are many
there among
village community.
This situation is
supported
therefore this area
has long been open
region
III-128
population is more
dynamic.
education relative
height and mobility
between
population is more
dynamic.
education relative
height and mobility
between
population is more
dynamic.
education relative
height and mobility
between
population is more
dynamic.
education relative
height and mobility
between
population is more
dynamic.
education relative
height and mobility
between
population is more
dynamic.
Socioeconomic
Type of work is
grouped in 8
category, namely (a)
farmers,
(B) traders, (c)
Employees, (d) employee
country, (e) self-employed,
(f)
workers, (g) carpenters, (h)
teachers, (i) Other.
category type of work
owned by
respondents simply
vary so
range of livelihood
is adequate
describing reality
social in the region.
The main work
The largest respondent
is a farmer
registration; followed
traders; entrepreneur;
etc. and labor.
Type of work
grouped
in 8 category,
namely (a) farmers, (b)
traders, (c) employee,
(d)
civil servants, (e)
self-employed, (f)
workers, (g) worker,
H) teacher, (i) Other
other. Category type
jobs
owned by
respondents simply
vary so
eye span
livelihood
is adequate
describe
social reality
area.
The main work
respondents
largest
as farmers
registration; merchants;
self-employed and
others.
Type of work
grouped in 8 category,
namely (a)
farmers, (b) traders,
[C) Employees, (d)
Civil servants, (e)
self-employed, (f)
workers,
(G) carpenters, (h)
teacher, (i)
Misc. Category types
of jobs held by
respondents varied
enough so that the
range of livelihood are
inadequate to describe
social realities in the
region.
Type of work
grouped in 8 category,
namely (a)
farmers, (b) traders,
C) Employees, (d)
civil servants, (e)
self-employed, (f)
workers,
(G) carpenters, (h)
teacher, (i)
Misc. Category types
of jobs held by
respondents varied
enough so that
eye span
The livelihoods
adequately describes
social realities in the
region. Job
the largest are the
main respondent
most farmers,
traders, self-employed
etc. and labor.
Type of work are
grouped
in 8 category, namely (a)
farmers, (b) traders, (c)
Caryawan, (d) civil
servants, (e) selfemployed, (f) union, (g)
carpenters, (h) teacher,
(i) Other.
Category types of jobs
held by the respondents
are
varied so that the range
of livelihood
adequately describes
the social reality in the
region.
Type of work
grouped in 8
category, namely (a)
farmers,
b) traders, (c)
Employees, (d)
employee
country, (e) selfemployed, (f) union, (g)
carpenters, (h)
teachers, (i) Other.
Category types of jobs
held by respondents
varied enough so that
range of livelihood
is inadequate to
describe the social
reality in the region.
Respondent's main job
is as a farmer of the
largest registration,
traders, entrepreneurs
and others work as
laborers.
Land ownership
78.8% owned, leased
4.2% and others 17.0%.
Own 87%,
lease 2.1% and
Another 10.9%.
Own 89.7%,
lease 2.4% and 7.9%
other
Own 80.6%,
rent of 2.3% and
others 17.1%.
Own 78.4%, 3.2% rental
and others 18.4%.
Own 79.2%, 2.2% and
other rental 18.6%.
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III-129
Respondents
Opinions
About Toll Road
Agree on
implementation
as much as 92% and not
agree 8.0%
Agree on
implementation
as much as 92% and
not
agree 8.0%
Agree on
implementation
as much as 92% and
not
agree 8.0%
Agree on
implementation
as much as 92% and
not
agree 8.0%
Agree on
implementation
as much as 92% and
not
agree 8.0%
Agree on
implementation
as much as 92% and
not
agree 8.0%
Compensations
Compensation shall be in
accordance with the
agreement, and indemnity
coverage among others to
land, buildings, plants and
other assets.
Payment of compensation
shall begin immediately
after an agreement is
reached. Form 87% cash
compensation,
replacement land and other
10.2% 2.8%
Compensation shall be
in accordance with the
agreement, and
indemnity coverage
among others to land,
buildings, plants and
other assets.
Payment of
compensation shall
begin immediately after
an agreement is
reached. Form of cash
compensation of 90%,
land replacement and
other 5.2% 4.8%
agreement, and
indemnity coverage
other assets.
Payment of
compensation shall
begin immediately
reached. Form 93%
cash compensation,
replacement land
1.2% and 5.8% other.
Compensation shall
be in accordance with
the agreement, and
indemnity coverage
other assets.
Payment of
compensation shall
begin immediately
reached. Form 89%
cash compensation,
replacement land and
other 4.1% 6.9%
agreement, and
indemnity coverage
other assets.
Payment of
compensation shall
an agreement is
reached. Form of cash
compensation 88.7%,
2% of land replacement
and other 9.3%.
agreement, and
indemnity coverage
among others for
building soil, plants and
other assets.
Payment of
compensation shall
an agreement is
reached. Form 95%
cash compensation,
replacement land 2.4%
and 2.6% other.
Community
Consultation Results
Community Consultation
Results highway
construction plan will result
in reduced economic
activity, especially along
arterial roads CikampekCirebon.The presence of
Toll Road Development
Cikampek-Palimanan is
expected to help the
unemployment problem in
the region
Community
plan will result in
reduced economic
activity, especially
along arterial roads
Cikampek-Cirebon.The
presence of Toll Road
Development
Cikampek-Palimanan is
expected to help the
unemployment problem
in the region
Community
plan will result in
reduced economic
CikampekCirebon.The presence
of Toll Road
Development
Cikampek-Palimanan
is expected to help the
unemployment
problem in the region
Community
plan will result in
reduced economic
CikampekCirebon.The presence
of Toll Road
Development
Cikampek-Palimanan
is expected to help the
unemployment
problem in the region
Community Consultation
Results highway
construction plan will
result in reduced
economic activity,
especially along arterial
roads CikampekCirebon.The presence
of Toll Road
Development CikampekPalimanan is expected
to help the
unemployment problem
in the region
Problem of land
acquisition is particularly
the case in the boarding
school pesantren in
Babakan Ciwaringin
Cirebon. Rejection done
because according to
the toll road plan that
will take the land area of
30 hectares and over
pesantren complex.
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III-130
Condition of Village
Road Facilities &
Infrastructure
STA 89 139 + Cable PLN
90 340 Interchanges
Sdang STA, STA Sdang
Railways 91 356 + Cable
Telkom, Province /
National Road STA 91 552
+ + Telkom, PLN, PDAM,
STA County Road 98 632
PLN + Cable + Cable
Telkom sd / STA 123 670
there is a cable PLN +
Telkom.
Village Road
STA 119 130 + Cable
PLN, Subang
Interchanges 129 310
STA, STA and STA 27
212 126 122 Gas
Pipeline Pertamina,
County Road 129 310
STA.
Provincial Road 130
044 STA, Provincial
Road STA 130 044
PLN + Cable + Cable
Telkom, STA County
Road 149 742 PLN +
Cable + Cable Telkom
Interchanges kalijati
STA 178 400 PLN +
Cable + Cable Telkom
Village Road
STA 180 169, County
Road 187 290 STA
Public Health
conditions
Environmental Sanitation in
the area is viewed from the
ownership of toilet and
Waste Water Management
System as a means family
waste management and
RT, respectively 60% and
57.6%. while awareness to
improve housing conditions
criteria of a healthy home
reaches 60%. Source of
clean water for drinking
water generally subscribe
to PDAM water and when
not to use ground water,
source water use comes
from the river water.
Environmental
sanitation in this area
seen from the
Waste Water
Management System
(SPAL) as a means of
management of the
family or household
waste. Mediumkan
keadaran to improve
housing conditions in
accordance with the
criteria of a healthy
home reaches 72%.
Source of clean water
for drinking water
generally subscribe
shallow ground water
and river water and
spring water.
Environmental
seen from the
Waste Water
Management System
management of the
family or household
waste. Mediumkan
keadaran to improve
accordance with the
home reaches 72%.
for drinking water
generally subscribe
and river water and
spring water.
Environmental
seen from the
Waste Water
Management System
management of the
family or household
waste. Mediumkan
keadaran to improve
accordance with the
home reaches 72%.
for drinking water
generally subscribe
and river water and
spring water.
Environmental sanitation
in this area seen from
the ownership of toilet
and Waste Water
Management System
management of the
family or household
waste. Mediumkan
keadaran to improve
accordance with the
home reaches 72%.
for drinking water
generally subscribe
and river water and
spring water.
STA 195 952 PLN and
Telkom have cable,
there are 196 496 Gas
Pipeline STA, STA 197
399 Village Road until
there is 201 096 STA
PLN and Telkom cables,
gas pipes there is 202
255 STA, STA
Palimanan Interchanges
205 575 + Pipe + pipes
PLN PDAM
Environmental sanitation
in this area seen from
the ownership of toilet
and Waste Water
Management System
management of the
family or household
waste. Mediumkan
keadaran to improve
accordance with the
home reaches 72%.
for drinking water
generally subscribe
and river water and
spring water.
Source : Summary from Consultant’ 2008.
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CHAPTER IV
SCOPE OF STUDY
SCOPING RESULT
4.1
The result of scoping has been done previously at the time of preparing the KAANDAL could in Figure 4.1 Diagram of Water Scoping. Furthermore, to study the
impact of forecasting there are two effects that originally (in the KA-ANDAL),
including the impact of the hypothetical important, but after the review is not a priority
of the significant impacts that should be studied further. Both effects are:
a. The emergence of land speculators
Understanding the mechanism for land acquisition based on Presidential Regulation
No. 36 Jo. No. 65 Year 2006 on Land Procurement for the implementation of
Development for Public Interest, it will be difficult for the emergence of opportunities
for the emergence of land speculators. This is considering phasing of land acquisition
activities under Presidential Regulation are very clear and tight, where the presence
of TPT and P2T also observe the process of land acquisition. The phasing is as
follows:
Phase I: Approval and request location
Phase II: Dissemination, inventory and Land Price Assessment Team
Phase III: Deliberation and Normative List
Stage IV: Payment and Release of Rights Letter (SPH)
Phase V: UGR Custody Court
b. The emergence of public disappointment to the value of the land
compensation
Based on Presidential Regulation No. 36 Jo. No. 65 In 2006, the value of
compensation based on two aspects:
1. Local market price based on the real price recommendations by the Land
Price Appraisal Team.
2. Discussion
So the price of land acquisition is expected to comply with the agreement. In the
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event of dispute will be resolved legally. Thus the value of the land compensation has
been a collective agreement that is acceptable by all parties.
SCOPE OF STUDY AREA
4.2
The scope of the study area boundary is required in order to focus the assessment
on an object of study from an area of particular area. The study area boundary is the
resultant of the boundary below (see in Figure 4.2.)
1. Project Boundaries
Project boundaries, namely the scope of where the project activities will be carried
out either during pre-construction, construction, and operation. This project boundary
includes 60 m wide ROW along ± 16.4 km.
2. Ecological Boundaries
Ecological limits set by dispersion effect through the medium of air and noise (± 200
m left and right of way), and water in the vicinity of the location within a radius of 500
m. Field observations indicate that the direction of emission of pollutant dispersion
and leads to parallel the road because of the influence of movement caused by the
flow of traffic.
It is also based on the forecast distribution of vehicle emissions that will operate the
air and water media approach is an ecological boundary.
3. Social Boundaries
Social boundary is a space around the site of activity, where the ongoing socioeconomic and cultural interaction based on dynamic groups of people, which is
expected to experience a fundamental change because of the development activities
of Cikampek-Palimanan toll road. Type of major and significant impacts on the social
component into consideration social boundaries among others:
•
Loss of property rights / land tenure, livelihoods and reduced incomes that will
lead to the increase in dissociative process due to land acquisition activities.
•
Dependent comfort and increased risk of disease due to increased air and
noise pollution impacts.
•
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Disruptions of socioeconomic mobility due to project activities.
IV-2
4. Administrative Boundaries
Is the space where people are free to conduct socio-economic and socio-cultural in
accordance with laws and regulations in force in the room, in this case the
administrative boundaries include areas such as in Table IV.1 below.
Table IV.1
No.
1
Administration Boundaries of The Project
Regency
Purwakarta
Sub-district
Bungursari
Campaka
Cibatu
Pabuaran
Cipeundeuy
Kalijati
2
Subang
Purwadadi
Pagaden
Subang
Cipunagara
Cibogo
3
Indramayu
Gantar
Trisi
Kertajati
Dawuan
Jatiwangi
4
Majalengka
Ligung
Palasah
Sumberjaya
Ciwaringin
5
Cirebon
Gempol
Palimanan
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VIllage
Cinangka,Cikopo
Cimahi, Cisaat
Kertamukti
Karyamekar
Cipasungsari
Karangmukti
Wantilan, Sawangan
Marengmang
Kaliangsana, Batusari
Wanakerta
Balingbing,
Sumurgintung, Gembor
Jabong, Sukamelang
Cisaga
Wanasari
Cibogo, Pada Asih
Sumur Barang
Bantar Waru, Sanca
Cikawung
Mekarjaya, Palasah
Kertawinangun
Sukawana
Pasir Melati, Balida
Mandapa
Jatiwangi, Surawangi
Jatisura, Ciborelang
Beusi, Tegal Aren
Cisambeng, Majasuka
Bongas Kulon
Bongas Wetan
Panjalin Lor
Panjalin Kidul
Budursora, Babakan
Ciwaringin, Galagamba
Kedung Bunder,
Kempek
Pejagan
IV-3
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IV-4
CHAPTER V
FORECASTING IMPORTANT IMPACTS
5.1
IMPACT FORECASTING
Forecasting the impacts of this study was performed on the hypothetical impact of
the
expected
significant
results
from
the
Cikampek-Palimanan
Toll
Road
Development project activities both during the pre construction, construction and
construction phase. Based on the results of the previous scoping, significant impacts
that may occur due to the hypothetical project activities of Cikampek-Palimanan Toll
Road Development described below.
5.1.1
Pre-Construction Phase
In the pre-construction activities, the assessment carried out on a route that has been
determined the Governor of West Java Province. Size and allocation of land use will
be released; can be seen in Table II.5 in advance (Chapter 2).
Most of the land crossed by the Cikampek-Palimanan toll road is an agricultural land
(irrigated) and HGU controlled by large companies (forestry). Community-owned land
is generally a mixture of garden land and vacant land controlled by the population.
Settlement residents who missed the motorway route is generally located in the
vicinity of the intersection of the toll lane plan for the National road / street district.
Number of people directly affected by the project as follows:
1. Section I of as many as 230 families
2. Section II, as many as 164 families
3. Section III KK 216
4. Section IV does not exist
5. Section V as many as 454 families
6. Section VI as many as 454 families
As written on the results of scoping, pre-construction stage activities that will have
impacts are activity survey and measurement of highway alignment and land
acquisition activities. The impact expected to arise are as follows:
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V-1
a. The emergence of community unrest
Locations for Cikampek-Palimanan Toll Road Development Project include
Purwakarta, Subang, Majalengka, Cirebon and Indramayu, in West Java, starting
from Cikampek (Sta. 91 +500) extends until Palimanan area (Sta. 207 +000). In
general, the width of the toll road space plan (ROW) of about 60 m. Especially on the
highway segments with the excavation in the (deep cuttings), width rumija will reach
100 m, so that the construction of this highway is needed land with an area of 765.6
ha +.
Activities that produce significant impacts on pre-construction phase include:
1) Surveys and measurements to determine the road alignment plan tot, for
technical planning, as well as to determine the extent of land and buildings
that need to be freed.
2) Exemption of ± 765.6 ha of land consisting of yard area, settlements, rice
fields, houses, bushes, forest and garden.
- The cutting of lands of farmers / community.
Against a broad peasant landowners, cutting does not cause problems, but
the farmers are relatively narrow land owners would be a problem.
These problems, can lead to further problems both to the project which delayed the
implementation of employment or on the environment of social unrest and a poor
public perception of the project.
At the time of social survey for the purposes of this study, population group owners /
users of land and buildings to be affected by the project claim to fret, especially
associated with the possibility of losing sources of livelihood and do not satisfy
indemnity / compensation to be received. Meanwhile, the community preference
survey respondents have no objection basically exempt land interests of toll road
construction, as requested in the form of "appropriate compensation both on land
and buildings". This clearly indicates there has been unrest among the citizens of the
land users and / or building. Impact on social parameters such unrest dissociative
process is expected to increase socialization, especially if not done properly, even
the potential to improve the process of dissociative into social conflicts openly.
From the description, it can be concluded that the potential impact of unrest quite
large, considering that the original quality of the social environment for dissociative
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V-2
process parameters are classified as good (no anxiety), became worse because the
process of dissociative citizens rise to unrest which openly expressed by residents.
The number of people affected by this negative spread in this region is relatively
smaller than the area of project site (Section I, II, III.V.VI). However, this impact can
be cumulative with the impact caused by other activities (e.g, procurement /
acquisition of land), and in turn can lead to the emergence of social conflict that could
disrupt social safety and security components, so that relatively large intensity as
possible in order to hamper the implementation construction project. Therefore, the
nature of the impact on the social component of this culture, considered an important
negative category (B /-P).
b. The emergence of Social Conflict
Cikampek-Palimanan toll road development plan is facing one of the obstacles in the
form of rejection of the plan for land acquisition, especially in the area around
Babakan Ciwaringin boarding school. Various responses and reactions that oppose
land acquisition plans in the region have been raised primarily by how many times
the boarding community. These problems require special attention by both
government and implementing projects in order to obtain a solution to solve. This
issue has nothing to do with the rejection of Cikampek-Palimanan highway
construction plan, but it is expected the formulation of alternative plans for road does
not pass through or interfere with boarding area.
These problems need to be examined properly in order to avoid social conflict. This
impact is expected to arise from a survey of activities for technical planning,
environmental surveys and inventory surveys and measurements for procurement
purposes (acquisition) of land. Community preference survey results are basically the
respondent does not object to the planned toll road along the land acquisition does
not perform activities or disrupt the activities of the toll road boarding. If this issue is
not handled properly, it has the potential to improve the process of dissociative into
social conflicts openly.
From the description, it can be concluded that the potential impact of refusal on the
land acquisition activities in the boarding area, considering the quality of the original
commander of the social environment for dissociative process parameters are
classified as good (no anxiety), became worse because the process of dissociative
residents from escalating into conflicts that are expressed as if by residents. The
number of people negatively affected by relatively smaller spreading areas (Section I,
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V-3
II, III.V.VI) rather than the project site area. However, this impact can be cumulative
with looks that caused by other activities (eg, procurement / acquisition of land), and
in turn can lead to the emergence of social conflict that could disrupt kamtibmas
components, so that relatively large intensity as possible in order to hamper the
implementation construction project. Therefore, the nature of the impact on the social
component of this culture, considered an important negative category
c. Reduced incomes
Besides land acquisition activities will result in dibongkamya housing there is also the
land acquisition plan plantation population where most of the plants which were
above the crop and economic value as a source of income of the population. With the
release of land for plantations certainly will eliminate a source of livelihood
(livelihood) their families which in turn will reduce the level of income locals. This
occurs mainly on the location of the highway alignment on land that serves as a
commercial production, such as coconut plantations. As a result of this land
acquisition area! be narrowed so that will impact the income decline.
The impact can be categorized as large, considering who was there (have) a source
of livelihood and income, to be lost at all because the land will be used for
development purposes Cikampek-Palimanan toll road. However, there are
replacement compensations for land acquisition, which is the source of livelihood that
would be expected to be used to transfer the loss of livelihoods into productive
assets.
Analogous to the effect that occurred in economic activity, the number of people
affected around the project site, dispersion effects are also limited in the area are
exempt (Section I, II, III. V. VI), did not spread to the entire project site. Nevertheless,
the impact categories considered important negative (B /-P), with consideration
include:
•
greater intensity because of livelihood and income is being lost at all, and will
greatly affect the socio-economic lives of families affected population;
•
can be time consuming, more than one stage of the plan of activities,
especially if not done properly mitigation;
•
can result in a derivative form of anxiety about the future of family life, which
then accumulates to the impact if other unrest that arise, can lead to social
conflict.
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5.2
CONSTRUCTION PHASE
In these activities have an impact on the environment is the activities of a preparatory
phase which includes the construction of labor mobilization, mobilization of heavy
equipment, construction / operation of base camps, procurement, and that is the
implementation phase of construction such as highway and street cleaning RUMIJA
entrance, transportation of materials and material, subgrade preparation, excavation
and embankment, the work piles, bridge work, bridge construction, construction of
pavement layers, auxiliary building works (drainage / culverts etc. i) disposal and
disposal work.
Forecast of environmental impacts that will occur during the construction phase are
described as follows:
5.2.1
Impacts on Physical-Chemical Components
a. Reduced Air Quality
Forecast gas emissions that would occur in the construction stage the project comes
from heavy vehicles (dump trucks, water tank car, truck mixers, etc.) used during a
construction / development Cikampek-Palimanan toll road, were analyzed by using
the Gauss type source modeling area with the help of software SCREEN 3 USEPA.
Construction activities that could potentially lead to decreased quality due to
increased exhaust emissions and dust particles originated from the activities:
1. Mobilization of heavy equipment and materials
Mobilization of heavy equipment and materials and materials such as the
mobilization of bulldozers, excavators, wheel loaders, motor graders, prime mover,
tire roller tandem roller, water / full tank trucks, dump trucks, pick ups, concrete
mixers cause air quality degradation. From the results obtained modeling the
concentration of CO, HC, NO2, SO2, and the maximum dust as a result of
mobilization of heavy equipment found at a distance of 77 m as stated on the label
5.1. The safe distance to meet the quality standards for the parameters of CO starts
at a distance of 1000 m, the parameters NO2 safe distance to meet the quality
standards begins at a distance of 1900 m. For SO2 and HC parameters a safe
distance to meet the quality standards begins at a distance of 50 m. Parameters dust
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V-5
safe distance to meet the quality standards begins at a distance of 2000 m.
Magnitude of impact can be negative and can be categorized as large.
Table V.1
Estimated Maximum Concentration (ug/m3) Due to Mobilization
Activities At 77 m distance
Location
U1
U2
U3
U4
U5
U6
U7
U8
U9
U10
CO
3954
4183
3954
4297
3839
3952
4068
4412
4412
4526
C max at 77m distance
(ug/m3)
HC
N02
S02
1162
6364
965
1152
6374
965
1160
6374
965
1152
6305
965
1166
6312
965
1132
6270
965
1132
6328
965
1132
6306
965
1162 6234.1
965
1184
6327
965
Dust
3441
3436
3397
3396
3379
3374
3402
3357
3402
3505
Source: measurement, 2008
2. Operation of the base camp
Operation of the base camp activities will greatly affect the air quality conditions
around the base camp area, especially if the placement of base camp locations
adjacent to existing residential location is less than 200 m. The existence of the
operation of generators and the mobilization of water tanks and pickup trucks cause
air quality degradation.
For this activity modeling results obtained from the concentration of CO, HC, NO2,
SO2, the maximum dust found at a distance of 77 m as shown in Table V.2 and a
safe distance to meet the quality standards begins at a distance of 50 m for the
parameters of CO, whereas the HC parameter starts at a distance 200 m, the
parameters NO2 safe distance to meet the quality standards begins at a distance of
700 m. For SO2 safe distance parameters to meet the quality standards begins at a
distance of 50 m. Parameters dust safe distance to meet the quality standards begins
at a distance of 500 m. Magnitude of negative impacts and categorized as moderate.
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Table V.2
Estimated Maximum Concentration (ug/m3) Due to Basecamp
Operation Activities At 77 m distance
Location
U1
U2
U3
U4
U5
U6
U7
U8
U9
U10
CO
1106.8
1335.8
1106.8
1449.8
991.8
1104.8
1220.8
1564.8
1564.8
1678.8
(ug/m3)
HC
N02
S02
224.9
1483 31.122
214.9
1493 31.122
222.9
1493 31.122
214.9
1424 31.122
228.9
1431 31.122
194.9
1389 31.122
194.9
1447 31.122
194.9
1425 31.122
224.9 1353.1 31.122
246.9
1446 31.122
Dust
593.7
588.7
549.7
548.7
531.7
526.7
554.7
509.7
554.7
657.7
3. Subgrade preparation
As a result of land clearing and preparation of subgrade conducted at the project site,
using bulldozers, excavators, concrete breaker, dump trucks, and pick ups. These
activities impact air quality degradation (elevated levels of dust and gas pollutants.)
For the preparation of the subgrade modeling results obtained from the concentration
of CO, HC, NO2, SO2, the maximum dust found at a distance of 77 m as shown in
the appendix, and a safe distance to meet the quality standards begins at a distance
of 50 m for the parameters of CO, whereas the HC parameter starts at a distance of
500 m, the parameters NO2 safe distance to meet the quality standards begins at a
distance of 1000 m. For SO2 safe distance parameters to meet the quality standards
begins at a distance of 50 m. Parameters dust safe distance to meet the quality
standards begins at a distance of 1000 m. Magnitude of negative impacts and
categorized as large.
Table V.3
Estimated Maximum Concentration (ug/m3) Due to Subgrade
Preparation Activities At 77 m distance
Location
U1
U2
U3
U4
U5
U6
U7
U8
U9
U10
EIA
CO
2263
2492
2263
2606
2148
2261
2377
2721
2721
2835
(ug/m3)
HC
N02
S02
594.1
4300
425.5
584.1
4310
425.5
592.1
4310
425.5
584.1
4241
425.5
598.1
4248
425.5
564.1
4206
425.5
564.1
4264
425.5
564.1
4242
425.5
594.1 4170.1
425.5
616.1
4263
425.5
Dust
3534
3529
3490
3489
3472
3467
3495
3450
3495
3598
V-7
4. Excavation and embankment work
In the soil excavation and embankment work is expected to give a huge contribution
to the decline of air quality because of the volume of this activity is very large. In
addition, the increases of gas pollutants also occur as a result of the operation of
heavy equipment at work or tamp the soil to flatten the pile. Emission source derived
from excavators, prime mover, dump trucks, and pick ups.
For excavation and fill activities modeling results obtained from the concentration of
CO, HC, NO2, SO2, the maximum dust found at a distance of 77 m, the distance is
safe to meet quality standards begins at a distance of 50 m for the parameters of CO,
HC parameter while starting at a distance of 400 m, N02 safe distance parameters to
meet the quality standards begins at a distance of 1000 m. For SO2 safe distance
parameters to meet the quality standards begins at a distance of 50 m. Parameters
dust safe distance to meet the quality standards begins at a distance of 1000 m.
Magnitude of negative impacts and categorized as large.
Table V.4
Estimated Maximum Concentration (ug/m3) Due to Excavation
and Embankment Activities At 77 m distance
Location
U1
U2
U3
U4
U5
U6
U7
U8
U9
U10
CO
1700
1929
1700
2043
1585
1698
1814
2158
2158
2272
(ug/m3)
HC
N02
S02
428.5
3382
323.9
418.5
3392
323.9
426.5
3392
323.9
418.5
3323
323.9
432.5
3330
323.9
398.5
3288
323.9
398.5
3346
323.9
398.5
3324
323.9
428.5 3252.1
323.9
450.5
3345
323.9
Dust
3458
3453
3414
3413
3396
3391
3419
3374
3419
3522
5. Road works and pavement layers
On-street pavement work operated heavy equipment, among others, from the
concrete pump, generator, concrete breaker, grinder, motor graders, stamper,
concrete vibrator, asphalt mixing, plan, asphalt finisher, prime over, tire rollers,
tandem rollers, water / full tank trucks, dump trucks, pick-ups and concrete mixers.
So the impact of air quality degradation, because elevated levels of pollutant gases
(gases SO2, CO, NO2) and dust.
EIA
V-8
For road work and road pavement layers activities of the modeling results obtained
the concentration of CO, HC, NO2, SO2, the maximum dust found at a distance of 77
m as shown in Table V.5 and a safe distance to meet the quality standards begins at
a distance of 50 m for the parameters of CO, whereas HC parameter starts at a
distance of 1000 m, the parameters NO2 safe distance to meet the quality standards
begins at a distance of 1000 m. For SO2 safe distance parameters to meet the
quality standards begins at a distance of 50 m. Parameters dust safe distance to
meet the quality standards begins at a distance of 1000 m. Magnitude of negative
impacts and categorized as large.
Table V.5
Estimated Maximum Concentration (ug/m3) Due to Road Works
Location
U1
U2
U3
U4
U5
U6
U7
U8
U9
U10
CO
5793
6022
5793
6136
5678
5791
5907
6251
6251
6365
(ug/m3)
HC
N02
S02
1503
10370
700.4
1493
10380
700.4
1501
10380
700.4
1493
10311
700.4
1507
10318
700.4
1473
10276
700.4
1473
10334
700.4
1473
10312
700.4
1503 10240.
700.4
1525
10333
700.4
Dust
4094
4089
4050
4049
4032
4027
4055
4010
4055
4158
6. Bridge Works
Construction equipment used during construction works such as bridge piles tool,
compressors, concrete pump, cutting machine, generators, cranes, concrete breaker,
grinders, motor graders, stamper, concrete vibrator, prime mover, tire rollers, tandem
rollers, asphalt mixing plan, asphalt finisher, water / full tank trucks, dump trucks, pick
ups, concrete mixer during operation will cause the spread of impact, especially for
dust at work can also be reached in an urban or other activities nearby, the impact
took place when the ground work for the bridge construction.
For bridge construction activity modeling results obtained from the concentration of
CO, HC, NO2, SO2, the maximum dust found at a distance of 77 m as shown in
EIA
V-9
Table V.6 and a safe distance to meet the quality standards begins at a distance of
50 m for the parameters of CO, HC parameter while starting in distance of 1000 m,
the parameters NO2 safe distance to meet the quality standards begins at a distance
of 1000 m. For SO2 safe distance parameters to meet the quality standards begins at
a distance of 50 m. Parameters dust safe distance to meet the quality standards
begins at a distance of 1000 m. Magnitude of negative impacts and categorized as
large.
Table V.6
Estimated Maximum Concentration (ug/m3) Due to Bridge Works
Location
U1
U2
U3
U4
U5
U6
U7
U8
U9
U10
CO
7757
7986
7757
8100
7642
7755
7871
8215
8215
8329
(ug/m3)
HC
N02
S02
2092
14220
717.5
2082
14230
717.5
2090
14230
717.5
2082
14161
717.5
2096
14168
717.5
2062
14126
717.5
2062
14184
717.5
2062
14162
717.5
2092 14090.
717.5
2114
14183
717.5
Dust
•m/i
4439
4400
4399
4382
4377
4405
4360
4405
4508
On the road works are not carried out forecasts of air quality degradation as a result
of tire friction, because the road work done watering on a regular basis so that its
influence is very small.
Reduced air quality due to increased particulate dust environment on the road that
are not paved and maneuver of vehicles transporting material. Increased dust
particles in the environment that occurred in residential areas will have an impact on
population health including skin irritation, eye irritation, and respiratory tract irritation
and disruption comfort.
The impacts of declining air quality are expected to occur during the construction
phase due to the work of mobilization of equipment and materials, land clearing and
earthwork. The intensity of the impacts are relatively high, because the activities will
be conducted every day for 30 months. The impact of continued deterioration of air
quality is the disruption of public health.
EIA
V-10
EIA
V-11
Table V.7
Impacts of Air Pollution
Component
Impact
Cause irritation if excessive
NAB
Acceptable Threshold
Level
260 ug/m3
shortness of breath and can cause
bronchitis and lung Fibriosis
160 ug/m3
CO effects on the central
10.000 ug/m3 nervous system if the levels
of CO are inhaled 15 ppm
Release of this gas with continuous
for 10 hours. The
concentration of CO in the
exposure can cause leukemia and
room according to WHO
Ranker
standard industry should not
exceed 50 ppm for 8 hours
Gas carbon monoxide (CO)
Participate inhaled through the
lungs to bind hemoglobin (Hb) to
carboxy hemoglobin (CoHb) and is
100 ug/m3
unable to bind oxygen (O2) and
lead the process of oxygenation
(O2 transport) to the network This
is hampered due to affinity of CO
for bind hemoglobin 200 times
265 ug/m3
The smell was detected at
levels of 1 ppm, less
comfortable in the chest at
the level of 15 ppm for 1
hour, discomfort in the levels
of 25ppm and the levels of
SO ppm for 1 minute of pain
arising in the substrunal
area.
greater dart O2. Excess levels of
CO cause serious problems that
begin with shortness of breath and
severe headaches. Dizziness.
mind weakening, eyesight and
hearing. In severe poisoning can
result in fainting followed by death.
3 ug/m3
Interfering with the weakened
system pemafasan pemafasan
SO2 gas is felt on the
threshold of 0.1 ppm. At
levels of 0.19 ppm for 24
hours several days in a row,
can cause death. Standard
WHO set 10-13 mg/m3 for 8
hours / day. At a
concentration of 6-12 ppm
can cause irritation to the
nose and throat,
inflammation of the eyes
Tensa (at a concentration of
20 ppm) and swelling of the
lungs runway / crack sound.
system lungs and airways so easily
infected lungs called Bronchiolisis
Fibosa Cystica and other lung
diseases.
Excess sulfur dioxide gas causes
an unpleasant smell and can cause
EIA
V-12
Component
Impact
NAB
Acceptable Threshold
Level
eye conjunctiva, dizziness, nausea,
coughing, staggering, and
pulmonary edema and can result in
death.
1. Judging from the number of people affected
The number of people affected quite a lot of other people who are in the project site
is also located in the vicinity of haul road construction material, then the effects
considered important.
2. Judging from the distribution of impact area
According to the wide spread of the impact of the project site along the 116.4 km with
ROW width of 60 m, the dispersion effects can be categorized as particularly
important for the dust can even reach the area of the nearest residential or other
activities, so that the area is fundamental to environmental changes, the impact
categorized arising important.
3. In terms of intensity and duration of the impact
The impact lasts for mobilization of heavy equipment and material progress, duration
of effect lasts for 30 months but a temporary place in the construction stage, then the
effects can be categorized as not important.
But in terms of intensity of impact will decline in air quality (Lead, hydrocarbons, SO2
gas. CO, NO2), although very small. For dust and Carbon Monoxide (CO) will
increase to greater and contributes to air quality, and impacts that will occur is
predicted quite important.
4. In terms of the number of environmental components affected by the impacts
arising from these may cause some impact of derivatives, so that can be considered
important.
5. The effects are cumulative, so that can be considered important.
6. The effects are, in general, can be turned around after the efforts of regular and
appropriate by the Management Activity, which can be categorized as not important.
The environmental impact will be felt by the community, especially the location of
residential areas public facilities that are part of the Village area Cinangka,
Bungursari, Purwakarta, Cimahi, Cempaka, Purwakarta, Wanakerta Village, District
Purwadadi, Subang regency, Wanasari Village, District Cipunegara, Subang
regency, Cikawung Village, District Trisi, Indramayu district, Kertawinangun Village,
EIA
V-13
District Kertajati, Majalengka, Jatisuro Village, District Jatiwangi, Majalengka, Village
Tegal Aren, District Ligun, Majalengka, Babakan Village, District Ciwaringin, Cirebon
Regency , Centella asiatica Village, District Palimanan, Cirebon regency.
Thus the effect of the reduced air quality in the construction stage for large scale
assessed the impact and importance of significant impacts (B /-P) with the following
considerations:
b. Increased Noise
Construction phase activities that have the potential as a source of increased noise
impact is:
1. Mobilization of heavy equipment and materials
Mobilization of heavy equipment and materials and materials such as the
mobilization of bulldozers, excavators, wheel loaders, motor graders, prime mover,
tire rollers, tandem rollers, water / full tank trucks, dump trucks, pick ups, concrete
mixer result in increased noise.
As seen in figure.5.1 forecasts based on the calculation of the noise level generated
from operating at the same time high enough that is equal to 93 dB (A) at a distance
of 15 m from the source. When compared with the current condition of the average
noise level of about 76.5 dB (A) the amount of negative impacts and categorized as
large.
EIA
V-14
Operation of the base camp
Basecamp operating activities will greatly affect the noise level around the base
camp area, especially if the placement of base camp locations adjacent to existing
residential location is less than 200 m. The existence of the operation of generators
and the mobilization of water tank trucks and pick-up will result in increased noise.
Based on the calculations as shown Figure 5.2 estimates the noise level generated
from operating at the same time high enough that of 96 dB (A) at a distance of 15 m
from the source. When compared with the current condition of the average noise
level of about 76.5 dB (A) the amount of negative impacts and categorized as large.
3. Work due to subgrade preparation
EIA
V-15
As
a
result of land clearing and preparation of subgrade conducted at the project site,
using bulldozers, excavators, concrete breaker, dump trucks, and pick ups. These
activities result in increased noise.
Based on such calculations is shown Figure 5.3 estimates the noise level generated
from operating at the same time high enough that of 108 dB (A) at a distance of 15 m
from the source. When compared with the current condition of the average noise
level of about 76.5 dB (A) the amount of negative impacts and categorized as large.
4. As a result of excavation and embankment work
In the soil excavation and embankment work is expected to contribute substantially to
increased noise because of the volume of this activity is very large. In addition,
increase in noise also occurs as a result of the operation of heavy equipment at work
or tamp the soil to flatten the pile. Sources of noise originating from the excavator,
prime mover, dump trucks, and pick-ups.
EIA
V-16
Based on such calculations is shown Figure 5.4 estimates the noise level generated
from operating at the same time high enough that is equal to 106 dB (A) at a distance
of 15 m from the source. When compared with the current condition of the average
noise level of about 76.5 dB (A) the amount of negative impacts and categorized as
large.
5. Road works and pavement layers
On-street pavement work is operated with heavy equipment, among others, from the
concrete pump, generator, concrete breaker, grinders, motor graders, stamper,
concrete vibrator, asphalt mixing plan, asphalt finisher, prime over, tire rollers,
tandem rollers, water / full tank trucks, dump trucks, pick-ups and concrete mixers.
Which impacted on the increase in noise.
Based on such calculations is shown Figure 5.5 forecasts of noise generated during
operation of heavy equipment that is simultaneously a high of 108 dB (A) at a
distance of 15m from the source. When compared with the current condition of the
average noise level of about 76.5 dB (A) the amount of negative impacts and
categorized as large.
EIA
V-17
6. Due to Bridge Works
Construction equipment used during construction works such as bridge piles tool,
compressors, concrete pump, cutting machine, generators, cranes, concrete breaker,
grinders, motor graders, stamper, concrete vibrator, prime mover, tire rollers, tandem
rollers, asphalt mixing plan, asphalt finisher, water / full tank trucks, dump trucks, pick
ups, concrete mixer during operation will result in increased noise at this job also can
reach the area! the nearest residential or other activities, the impact took place when
the ground work for the bridge construction. Based on such calculations is shown
Figure 5.6 estimates the noise level generated from the operation of heavy
equipment at moderately high of 112 dB (A) at a distance of 15m from the source.
When compared with the current condition of the average noise level of about 76.5
dB (A) the amount of negative impacts and categorized as large.
EIA
V-18
In general, forecasts from the calculation of noise level caused by the use of
construction tools such as such as bulldozers, excavators, pile, dump trucks,
compressors and others ranged between 54 to 82 dBA, at a distance of 15 m from
the source of noise, as can be seen in the following table:
The environmental impact will be felt by society, especially in residential location and
area of public facilities that are part of the territory Cinangka Village, Sub-district
Bungursari, Purwakarta Regency (STA 91 +500), Cimahi Village, Cempaka Subdistrict, Purwakarta Regency (STA 105 +000), Wanakerta Village, Sub-district
Purwadadi, Subang Regency (STA 117 +000), Wanasari Village, Sub-district
Cipunegara, Subang Regency (STA 136 +000), Cikawung Village, Sub-district Trisi,
Regency Indramayu (STA 157 +500), Kertawinangun Village, Sub-district Kertajati,
Regency Majalengka (STA 179 +000), Jatisuro Village, Sub-district Jatiwangi,
Regency Majalengka (STA 187 +000), Aren Tegal Village, Sub-district Ligun,
Regency Majalengka (STA 191 +000), Village Babakan, Ciwaringin Sub-district,
Cirebon Regency (STA 200 +000), Pegagan Village, Sub-district Palimanan, Cirebon
Regency, (STA 207 +000).
Table V.8
Estimated Noise of Heavy Equipment at 15m Distance
Source
Bulldozer
Excavator
Stake tool
Dump Truck
Pick Up
Compressor
Concrete Mixer
Concrete Pump
Cutting Machine
Generator
Crane
Concrete Breaker
Grinder
Wheel Loader
Motor Grader
Stamper
Concrete Vibrator
Prime Mover
EIA
SL2
dB(A)
72
66
82
69
65
61
63
62
59
58
63
74
70
63
70
70
58
65
V-19
Tire Roller
Tandem Roller
Asphalt Mixing Plan
Asphalt Finisher
Water/full Tank Truck
Source: Measurement, 2008
54
54
64
64
69
For the noise caused by transporting the material and erection will be much felt in the
intersection area (over / under pass) with an existing road where there are residential
areas. As for the bridge construction activities, generally located far from residential
areas. The main increase in noise will occur in areas outside of transportation
activities in areas such as plantations, rice fields and settlements. Changes in noise
level for a long time in this area will be a stampede of animals in the vicinity of the
source impact and the possibility of migration of wildlife.
Various kinds of impacts resulting from the high level of noise on public health and
environmental comfort is described as follows:
1. Hearing Loss
2. Conversations Disorders
3. Sleep Disorders
4. Psychological Disorders
5. Disruption of work productivity
6. Health Problems
Forecast the impact of increased noise on the environment is classified as a major
and significant impact (B /-P), because its intensity exceeded environmental quality
standards and result in further disruption of public health and comfort. The basis of
the following considerations:
The number of people affected quite a lot of other people who are in the
project site is also located in the vicinity of haul road construction material,
then the effects considered important
According to the wide spread of the impact of the project site along the 116.4
km with ROW width of 60 m, the dispersion effects can be categorized as
particularly important for the dust can even reach the area! the nearest
residential or other activities, so that the area is fundamental to environmental
EIA
V-20
changes, then the effects are categorized important.
The impact lasts for mobilization of heavy equipment and material progress,
duration of effect lasts for 30 months but a temporary place in the
construction stage, then the effects can be categorized as not important.
But in terms of intensity of impact will occur will increase to bigger and
contributes to the increase in noise, and the impacts that will occur is
predicted quite important.
arising from these may cause some impact of derivatives, so that can be
6. The effects are, in general, can be turned around after the efforts of regular
and appropriate by the Management Activity, which can be categorized as not
important. c. Reduced Surface Water Quality
In the construction phase of a potentially reduce the quality of surface water
originated from operating activities of the base camp, the mobilization of heavy
equipment, the operation of the base camp, subgrade preparation work, excavation
and embankment work, transport of soil and building materials, employment
agencies and layers of road pavement, drainage work.
Excavation and fill activities would reduce the quality of surface water is derived from
the impact of soil erosion, thus increasing the level of river water turbidity in the
project area.
Activity creation / operation of the base camp which is expected around 1225
container workers (from section I to section VI). With this, it will be necessary
facilities and accommodation to meet the needs of sanitation and maintenance of
heavy vehicles, so that would interfere with the existence of surface water and
groundwater in the area.
The quality of surface water was observed in river water quality around the site
Palimanan-Cikampek
toll
road
development
plan.
Surface
water
quality
measurement is conducted on 10 locations.
EIA
V-21
Table V.9
No
1
Measurement Result From Each River
Parameter
Physical :
Suspend
Solid
Result
Unit
mg/L
S1
S2
S3
S4
S5
S6
S7
SB
S9
S10
15
18
73
21
10
61
14
0
13
3
Note:
Regulation of Republic Indonesia No. 82/2001
Water quality classification specified as 4 (four) class i.e
- First class (I)
: Raw water which can be used for raw drinking
water, and / or similar usage
- Second class (II) : Raw water which can be used for recreation
infrastructure, river fishery cultivation, Animal
husbandry, irrigation and / or similar usage
- Third class: (III) : Raw water which can be used for river fishery
cultivation, animal husbandry, irrigation and / or
similar usage
- Fourth class (IV) : Raw water which can be used for irrigation and / or
similar usage
- ϕ) Based on radioactivity analysis result by National Nuclear Energy
Agency / BATAN - sub contracting
S1
S2
S3
S4
S5
= River Ciherang
= River Cilamaya
= River Cibodas
= River Ciasem
= River Cilamatan
S6
S7
S8
S9
S10
= River Cipunegara
= River Cipanas
= River Cimanuk
= Kanal Ciliwung
= River Ciwaringin
The decline of water quality derived from the toll road development activities resulting
from spills of materials and activities of domestic workers. Material spills will increase
the solids suspension in time around the site activity. Based on the environmental
setting in which the TSS values measured at each sampling point location as
described in Table V.9 above, so that with the expected increase in TSS for:
Given:
1. TSS levels measured in the recipient water bodies (C1)
2. Water discharge in receiving water bodies (Q1)
3. Construction Waste discharge (Q2): 10 m3/day
4. TSS levels of construction (studies analogue) (C2): 60 mg / l
So that the resulting TSS levels (C3) on each water body based on the following
formula, shown in Table V.10.
EIA
V-22
C3 =
Table V.10
c1
15
18
73
21
0
61
14
0
13
3
(C1 × Q1) + (C 2 × Q 2)
(Q1 + Q 2)
TSS level Produced (C3) on each water bodies
Q1
344.92
508.21
105.42
203.73
120.54
389.24
146.45
495.56
465.56
232.56
Q1
Q2
65
65
65
65
65
65
65
65
65
65
C1*q2
10
10
10
10
10
10
10
10
10
10
5173.8
9147.7
7695.6
4278.3
1205.4
23743.
2050.3
0
6052.2
697.68
C2*q2
650
650
650
650
650
650
650
650
650
650
q1+q2
c3
354.92
518.21
115.42
213.73
130.54
399.24
156.45
505.56
475.56
242.56
16.41
18.91
72.31
23.06
14.21
61.10
17.26
1.29
14.09
5.56
%
increase
9.39
5.04
0.95
9.80
42.13
0.16
23.28
120.00
8.41
85.20
So when compared with the initial hue environment in which the solid particles
contained in the body of water before entering the site activities so there is a change
of less than 30%, based on the descriptions above, then the impact is being
classified.
Of activities during the construction phase is expected to affect surface water quality
and temporary. Based on six criteria of Important and Medium effect size (K /-P). The
basis of the following considerations:
The number of people affected is people who are in the project site, then the effects
According to the wide spread of the impact of the project site along the 116.4 km with
ROW width of 60 m, so that in the area of environmental change will occur, then the
effects considered important.
3. In terms of intensity and duration of the impact effect lasted for mobilization of
heavy equipment and material progress, duration of effect lasts for 30 months but a
temporary place in the construction stage, then the effects can be categorized as not
important.
But in terms of intensity of impact will increase, but not great and contributed to the
decrease of surface water quality, and impacts that will occur is predicted quite
important.
EIA
V-23
arising from these may cause some impact of derivatives, so that can be categorized
as not important.
5. The effects are cumulative, but can be categorized as critical.
The effects are, in general, can be turned around after the efforts of regular and
appropriate by the Management Activity, which can be categorized as not important.
d. Impaired Surface Water Flow
Disruption of surface flow conditions is caused by the activities of cleaning and
preparing land, earthwork (excavation / embankment), construction work and the
road pavement.
Landscape changes that occur will be caused by the stripping of vegetation cover the
soil, increasing slope (excavation / fill), soil compaction and soil surface coating will
have an impact on the increased rainwater runoff ( runoff coefficient ). This activity
will take place along the highway (116.4 km) width of 60-100 meters. The impact of
increased runoff will run continuously until the phase of toll road operations.
Based on the coefficient of run-off (SNI 03-3424 - 1994), for roads with concrete or
asphalt pavement (0.70 - 0.95), pathway (0.40 -0.70) compared with the suburbs
(0.60-0,70), the garden from 0.45 to 0.60, Hills 0.70 to 0.80, it can be estimated that
for the corridor area at the time of formation of the Pan Toll road agency (land
leveling) will be a decline in discharge run-off, whereas at the time road pavement
will increase the discharge run-off.
Referring to the river basin area, the impacts on the natural flow of the rivers, will not
have much effect. Thus, development process of this toll road will have small
negative impacts. Effect of impact and the distribution will be local, so that the aspect
of interest becomes unimportant (K /-TP).
Disruption of other hydrological conditions is disruption of the flow of surface and
ground water flow caused by the accumulation and compaction of the road. This
activity will cause the weir effect that will result in changes in the direction of water
runoff and increasing water level. As explained in chapter IV, that the impact of the
presence of the existing road has led to the emergence of a new pool area at the
intersection of the road with a river in the area of undulating hills, and improve
surface water / flood plain areas that mainly occurs during the rainy season. In the
area of intersection with the children of lowland river and will require the
EIA
V-24
accumulation of soil to support the road with the absence of an appropriate
engineering techniques will create new puddles.
The emergence of this new overflow area will cause environmental changes of the
environment of dry land into the wetlands environment, causing a decrease in certain
life and improve the lives of others (mosquitoes and other aquatic animals).
pointed to problems in general, where environmental conditions in this area have
been degraded so that has occurred imbalance of water availability in the dry season
and rainy season, the existence of these new pools to provide increased availability
of water during the dry season (small reservoirs).
On the plains / basin, hoarding land for road agencies has hindered the flow of
surface thus increasing the surface water level and cause flooding. The potential is in
the river valley and river Cimanuk Ciwaringin and wetland areas between Indramayu
and Majalengka.
Increased water level caused by the increase in the national road agency between
Cikampek - Cirebon has led to increased water level in the rainy season as high as
one meter and the presence of a high water level in over a longer period has resulted
in the death of several types of plants.
The impact of these effects can be said of the weir (B). And with the nature of the
impact is quite extensive, continuous, cumulative and did not return, and then the
aspects of interest will be negative important (B /-P).
e. Erosion Occurrence
Erosion is the transfer of a period of soil from one place to another that can be
caused by a mechanical process, the flow of water and wind.
Erosion is caused by mining deposits that are related to cut and fill will be quite
intensive in the geomorphology unit, undulating hills with texture and structure of
relatively erosive and high-intensity rainfall in the region.
For this condition, where generally the condition of land have been degraded, the
rate of erosion in this area will reach between 10 tons / ha / year to 45 tons / ha /
year.
EIA
V-25
Changes in levels of erosion due to land clearing activities is characterized by loss of
land cover or factor "C" from a few calculations, will cause increased erosion of more
than 100%. Increased levels of erosion due to excavation and embankment activities
caused by the loss of forest cover, changes in land management factors and
changes in soil structure reaches more than 300% scale. The increase due to land
preparation activities (grading) is caused by a change in the slope of the land, the
rate can be increased up to 265%. Increased erosion rate derivative impact of
sedimentation.
In addition to quarry management activities, the impact of land stripping and
excavation activities embankment in this area to increase the rate of erosion is Great.
As with land stability, is considered as the important aspects of impacts, the
significant aspects will also have negative impact (B /-P).
f. Environmental Aesthetics Disorders
Changes in land use, will occur from the activities of land clearing, excavation and
landfill and construction and the road pavement. Land used for the road which was
originally used for plantation crops, forest production, dry field, mixed farms, and
housing and public facilities, will turn into the road toll and completeness.
These conditions will have an impact in the form of land use change and the impact
of derivatives in the form of disturbance to flora and fauna, microclimate in the vicinity
of the road (edge effects) primarily temperature and humidity, changes in
environmental aesthetics, public accessibility problems, and declining revenue.
Aesthetic impact of the environment caused by the project procurement activities are
scattered land on the highway and scattering dust that covered everything above
ground objects (buildings, plants) in the vicinity of the path through which material
transport vehicle.
Embankment material would be imported from outside the project site using material
transport vehicles (dump trucks). Judging from the amount of material removed with
a relatively high frequency of transport, the retail segments of the material on
impassable roads can also cause traffic accidents. The possibility of such effects will
take place at the time of transport soil material and can be ignored when the job is
completed. The aesthetics only occurs in segments of intersection with the existing
roads and driveway.
Judging from the many other effects that arise are then included a small impact to the
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nature of the negative impact of Small and Unimportant (K /-TP).
g. Groundwater Flow Disturbance
Due to embankment and excavation work
Given the location of this project partly through hilly areas and in the implementation
of development there will be dug up to about 20 m (depth), the soil excavation
activities conducted for the road may cause disruption of groundwater flow and will
alter groundwater flow patterns.
This change will cause the flow resistance of the land at the bottom. In addition,
disruption of ground water can also cause damage to the road / street construction
because surface water is not channeled to the balk. These conditions will also affect
the provision of clean water for communities in the southern part of this toll road.
Work the soil in the form of excavation / urugan to obtain a certain level that is higher
places dug and place a lower than planned diurug (stockpiled). Excavation /
penggupasan ground by bulldozers, and the results kupasannya pushed to a lower
place. In some places the soil excavation carried out on the layers of the aquifer that
would potentially enough underground water, the resulting increase in flow of water
out of the ground. Ground water discharge on the slopes of excavation of this toll
road will result in these slopes become unstable and would easily have avalanches.
Magnitude of impacts that will occur is estimated to big.
Significant level of impact was determined through criteria: The number of people
affected quite a lot and spread the impact is wide enough, because the projects are
carried out in several locations that many productive aquifer that will be truncated. In
terms of the intensity of the impact of disturbance will increase the ground water flow
is decreasing ground water level due to interrupted by the excavation. The impact will
last long even though the work was discontinued. The impact that will happen is
permanent and irreversible. Another component that is affected by water supply
problems for residents around since they rely on dug wells as sources of clean water.
In addition to the discharge of ground water as spring water can cause landslides on
the slopes where springs emerge.
Thus, interference with the flow of ground water due to work digging and storage can
be considered as large and negative important impact (B /-P).
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h. Slope Stability Disorders
To meet the criteria of the highway (road gradient maximum of 4%), highway
construction activities will require cutting the ridge slope and accumulation in the area
(cut and fill). Cut and fill activities will have an impact on the landscape changes and
the original land form along the 116.4 km with a width between 80 to 100 meters.
Work includes clearing and preparing land preparation, soil surface compaction and
regional basis in the traffic lane (including lane stops and intersections), addition of
this work also includes excavation and embankment or excavation followed by the
formation, compaction, soil or material testing grained, and maintenance of a
prepared surface to pavement material placed on top.
Earthwork (excavation / embankment), includes excavation embankment to
determine the basis of road surface, compaction of soil, excavation of canals and
other utilities and transportation activity materials / sand.
This activity will have an impact on physiographic conditions in the form of decreased
land stability, increased soil erosion, subsidence / settlement and increased
sedimentation.
The impact of slope stability problems will continue to impact the stability of the soil.
Hill cutting or trimming activities will result in a decrease in slope stability compared
with conditions. Similarly, the activity accumulation in the low to form a landscapestreet will also lead to instability heap when compared with before any activity. The
impact of slope stability problems could provide continued impact of highway
transportation problems in the operation stage as the naturally existing roads.
More than half the planned highway route will pass through the undulating hills of low
slope above 15 degrees, there is even a steep valleys with slopes over 60 degrees.
Avalanches, landslides in affected areas, cliff cuts would occur given the type of rock
layers form the loop between the gravel containing gravel, sand and clay as well as
the slope of the bedding planes of rock.
From the discussion above, the impact of the earthwork (excavation / embankment)
on slope stability, will be related to soil stability and have a continued impact of the
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effects of slope stability problems is Great, and from the aspect of interest the impact
is important negative (B /-P).
5.2.2
Biological Environment Components
a. Reduced Vegetation Type or Land function Farming Agriculture and Natural
Vegetation
Due to Land Work
This planned toll road would cross several areas of study where many common types
of productive land rice fields and gardens. Rice estates in the northern part of West
Java which is along the coast line as found in Subang and Indramayu a source of
food commodities for which type of agricultural commodity crops grown and
produced food is rice (Oryza sativa var IR 64, Ciherang, Sadane), and other
agricultural commodities such as maize (Zea mays), yams (Ipomoeae batatas) and
cassava (Manihot esculenta) and vegetables such as spinach, beans, chili, soy,
ginger and other. Land work that includes cleaning and stripping, excavation and
stockpiling of soil preparation time for the road affect land conversion from rice
estates to local roads, and downsizing the area of productive land.
Wetland area also has socio-economic functions that are important to society as they
relate to the provision of jobs for the farmers and cultivators or agricultural laborers in
the paddy field cultivation. Thus clearing the land for the preparation of the road is
wide-ranging impact on livelihoods, land use and declining food production.
Cikampek-Palimanan Toll Road is expected to result in land use change covering an
area of 239.6 ha. Contraction in agricultural commodities is impacting land large
enough in section I where the agricultural area irrigated area and rain fed area
affected 40.5 ha, an area of 39.8 ha section II, section III, covering an area of 31, 2
Ha, section IV 35, 1 Ha, section V and section VI 42.3 50.7 Ha area. Total of all
agricultural land in the study area of about 27,513 ha. The impact is considered in
small category. Meanwhile, in terms of intensity and duration of the impact on an
ongoing basis, in terms of human beings affected by land clearing is limited to the
location / site project, then the negative impact arising categorized as not important.
In terms of the number of environmental components affected by the impacts arising
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V-29
from these may cause some impact of derivatives, so that can be considered
important. No cumulative impacts due to released land because owners mutually
agree to the value of compensation. On the basis of analysis of the impact of the
above, then the whole can be argued that the effects of the loss / reduction in the
cultivation of vegetation due to land clearing work is categorized as small and
significant negative impact (K / - P).
In addition to the rice fields, other productive land also affected includes mixed farms
with cash crops such as bamboo, cashew, teak, rubber, sugarcane, cocoa, coconut,
mango, banana estimated area of mixed farms, which are cut off approximately ±
33,15 ha are numerous in the surrounding area of Subang and Indramayu. In the
area is covered also the loss of forest area consists of teak and acacia forests are
also partly been cultivated by the people, with estimates for an area of 15.6 hectares
of teak forest located at STA 91 +350 to 129 +600 as well as from STA 129 +600 to
177 +200; then to acacia area of 28.0 hectares located from the STA 239 +600 177
+200 sd. With the land clearing activities in the ROW, the impact of land clearing
which will form the cutting garden / open border, this activity will remove or destroy
the existing vegetation and long-term (permanent) medium-effects will modify the
microclimate changes due to changes duration of irradiation. Cleaning and stripping
the poor will also encourage the occurrence of landslides and a decrease in shallow
ground water.
Based on a review of the importance of impact of the loss of natural vegetation, it can
be stated as follows: first in terms of the number of people affected by where the
number of people affected is limited to the location of land clearing / site project, but
because of the amount not large, then the effects are categorized less important.
Second, the impact will spread around the areas around the project site where the
area is fundamental to environmental changes, so that we can say the effects
considered important. In terms of intensity and duration of the impact, the impact
lasts for construction that is now clearing the land, then the effects can be
categorized as not important. Then reviewed in terms of the number of environmental
components affected by the impacts arising from these may cause some impact of
derivatives, so that can be considered important. However, the effects it is not
cumulative, so that can be categorized as not important. And the effects are
generally reversible after the efforts of regular and appropriate by the Activity
Manager, which can be categorized as not important.
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By analyzing the impact of the above, then the whole can be argued that the effects
of the loss / reduction of natural vegetation from land clearing work is categorized as
a minor negative impact and insignificant (K /-TP).
b. Disturbance of Fauna
1. Due to Ground Work
When the ground work which includes preparation of the cleaning and stripping of
land, excavation and stockpiling of using various mechanical equipment such as
bulldozers, saws, dump trucks, rolling machinery (rollers), loaders and others. When
the land clearing and land preparation is done on the basis of the project site, which
is to cut brushwood used chain saw, while for cleaning roots and stumps are used
excavators, where this activity will lead to increased noise contribution but its impact
on the fauna is less important.
Exfoliated soil layer as well as logging and land clearing will affect the loss of some
plants that serve as habitat for some animals and groups of reptiles, aves and other
insects. As a further result when variations of flora / fauna, vegetation lost, the next
life will be disrupted due to plants that serve as nesting places as well as a place to
get food for the types of certain birds will be lost, or the separation / fragmentation by
the road that will cut habitat for wildlife.
Judging from some important determinants of the first impact area in terms of
distribution of the impact of the spread will impact the project site covers
approximately the area where the area is fundamental to environmental changes, so
that we can say the effects considered important. To two terms of intensity and
duration of the impact during the current construction land clearing, then the effects
can be categorized as not important. In terms of the number of environmental
components affected by the impacts arising from these derivatives may cause some
impact, other than that due to the encounter, too type-species of bird that is protected
so that their impact can be considered important. The effects are, in general, can be
turned around after the efforts of regular and appropriate by the Management
Activity, which can be categorized as not important.
of the loss / decrease in wildlife due to land clearing work is categorized as a minor
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negative impact and insignificant (K /-TP).
c. Impaired Water Biota
1. As a result of Basecamp Operation
The disruption of water Biota relates to the potential impacts of Cikampek-Palimanan
toll road development and the decline of the quality of surface water (rivers, lakes),
which in turn affect the biota of water can occur from the operation of the base camp
activities, including the location of residence of workers as well as the storage
location and construction equipment maintenance and fuel. On the toll road project
that is long enough to reach 116 km, would be transporting thousands of liters of fuel
and other petroleum products during the occupation, which fuels such as oil and
other fuel can contaminate surface water, especially in some locations, this road
project adjacent with a river like the river Cimanuk, Ciherang, Cilamatan, Cipanas,
Cipunegara and lakes. Domestic waste from the operation of the base camp and
other toxic substances originating from oil spills or Olie heavy equipment operated for
road construction as well from the storage liquid material / thinner and more are
expected to affect the water quality of receiving water bodies subsequent impact on
water biota.
From the secondary data shows in Purwakarta regency of floating net fisheries, water
rapids and public waters are also quite high, while the aquaculture sector (ponds and
reservoirs) forms the mainstay of the bag! Cirebon regency. The analysis of aquatic
biota (planton, benthos) shows that in some rivers such as river Cipunagara and
Cimanuk still has a relatively high diversity index.
Impairment / disturbance of this water biota, based on review of the impact
(importance of impact), it can be stated as follows:
The number of affected people who are affected to a limited water biota
disturbance which is around the project site, then the effects are not
Distribution widespread impact not only limited to the basecamp area
receiving water bodies but also about the project, so that we can say the
effects is not considered important.
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The impact took place during the construction of base camp during an
operation, then the effects can be categorized as not important.
important.
on surface water quality degradation due to operation of the base camp is
categorized as a minor negative impact and insignificant (K /-TP).
2. Due to land work including land clearing
As a result of land clearing in the project site for cutting shrubs used chain saw, for
cleaning roots and stumps are used excavators and bulldozers. These activities
result in the release of material from the clay soil, so that will carry over into the river
and rainwater can cause surface water turbidity. At work the land use of heavy
equipment such as excavators and bulldozers. These activities result in the release
of material from the clay soil, so that will carry over into the river and rainwater can
cause surface water turbidity. In addition to the work of excavation and stockpiling of
soil can lead to embanked natural channels or time of the excavation / piling soil on
the segment of highway alignment hilly / slope, are now expected to push the level of
erosion or landslides more likely to subsequently have an impact on surface water
bodies. As the impact derived from this activity will experience disruption of water
biota.
Based on a review of the importance of impact to disturbances and / or decrease in
water biota, could be offered any of the following:
The number of people affected is limited to the location of the groundwork
done and embankment excavation and land clearing around the project site,
and to the location of surface water bodies around the location of the toll
project activity, then the effects are not considered important
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Spread the impact will spread around the area of the site and is not confined
to the area of the project site but also on the receiving water bodies around
the project, so that we can say the effects considered important.
The impact took place during the current construction excavation and
embankment work. Although this impact is temporary and will soon be fully
recovered if the work is stopped, although the volume of work is quite large,
but with the management of surface water then the effects can be categorized
as not important.
5. Impacts arising from these are not cumulative, so that can be categorized as
not important.
important.
on surface water quality degradation due to excavation and embankment work is
categorized as a minor negative impact and insignificant (K /-TP).
5.2.3 Component Socio-Economic and Cultural Environment
The construction of the highway construction will have an impact on the components
of socio-economic and cultural environment that includes good livelihood of the
population, regional economy, social culture, social unrest, public health, facilities,
infrastructure and traffic conditions. This impact can be negative or positive.
At this stage the activities that have an impact on the environment are the
preparatory activities (including: the construction / operation of the base amp,
mobilization of heavy equipment and manpower mobilization) and implementation
activities (including: the procurement of materials, subgrade preparation, excavation
and embankment, bridge work, work the road, pavement layers and drainage work /
culverts). Significant impacts are predicted to arise hypothetical is as follows:
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V-34
a. Increasing Employment Opportunities
The number of workers it takes about approximately 150-250 people per alignment
(depending on the amount of alignment and the alignment of as many as 6 units)
consisting of various levels of skills such as technical personnel, supervision, service,
field workers and so on, either imported from outside the area and of local power.
Qualification and number of workers from each of the elements required in the
physical implementation of toll road construction is estimated as follows:
•
Elements of the project / owner, consisting of experts and secondary energy,
•
Elements of supervisors, consisting of experts and secondary energy,
•
Elements implementers / contractors, consisting of experts and high power
and rugged power
Usually part of the executive power will stay at base camp or rent a home residents
around the project site. When reviewed darts much labor can be absorbed very
meaningful project for the local community especially when unemployment is still
high in the study area. Magnitude of the impact of labor absorption is quite large. The
nature of the impact can be categorized as an important positive (B / + P), with the
following considerations:
•
the impact can be cumulative with the impact of other activities;
•
intensity of impact is high, in terms of broad distribution of impacts that may
exceed the area of project site;
•
can contribute positively to the socio-economic components, such as revenue
and business opportunities, as well as project a positive image. b. Increased Business Opportunities
At this stage of construction required substantial material either for material such as
category C minerals, rocks, gravel or other building materials such as cement,
asphalt, iron, and others. Material needs are about 40% planned to come from this
area also opened opportunities associated with trying to project activities, especially
by employers of building materials and the like in the research area.
The amount of impact these activities to try quite a big chance. Judging from the
nature of the important positive impact can be categorized as (B / + P), with
consideration include:
•
•
exceed the area! project site;
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V-35
•
and business opportunities, as well as project a positive image.
Business opportunities will also occur due to land transport activities and other
materials. People who have the ability to carry out this work as a partner the project
can exploit this business opportunity.
c. The emergence of Social Jealousy
This impact will arise if the labor recruitment activities do not consider the aspirations
of local residents around the project site. Having different aspirations articulated, both
by residents at the time of execution of social surveys, and when this socialization
EIA study further reinforces this.
Relatively large scale impact, considering not only the social jealousy will arise from
job seekers resident in the Sub-district around the construction of toll roads, but from
other regions. The nature of these impacts will also be considered an important
negative (B /-P) with consideration include:
•
the number of people affected will be fewer than that will benefit directly from
development activities Cikampek Palimanan Toll Road;
•
•
the impact of social jealousy if accumulates with community unrest has the
potential to cause social conflict and disrupt social safety and security. d. Disruption of population accessibility
This impact will arise primarily in the ordinary work of underpass / overpass where
this toll road alignment plan will cut the public road a lot, necessitating underpass /
overpass of 5 pieces. In addition, other activities that allegedly have an impact on this
parameter is the work of Interchanges / Inter Change (1C). Interchanges to be
constructed on existing Cikampek Palimanan toll road, 6 units namely: kalijati 1C,
Subang 1C, Cikedung 1C, Kertajati 1C, Sumberjaya 1C, Palimanan1C.
During this time many people use the existing road infrastructure for daily mobility
activities primarily to transport agricultural products either by public vehicles,
motorcycles, etc.
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Magnitude of impact is probably quite small, considering that these activities be done
in stages. In addition, with the construction of interchanges is expected to replace the
road that had been used by the people and reduce the impact nature of potential
impacts will also be quite negative and not significant (K /-TP) with consideration
include:
•
the number of people affected will be fewer than that will benefit directly from
Cikampek Palimanan Toll Road development activities;
•
intensity of impact is classified, in terms of the broad distribution of impacts
occurring in the vicinity of the project site area; e. Traffic disruption
As a result of mobilization of heavy equipment and transporting materials
Material transportation activities, materials and project equipment will increase the
density / volume of traffic on segments of road that passed and can cause disruption
to smooth traffic.
During the period of construction equipment will be mobilized heavy equipment for
earthwork activities (such as: bulldozers, excavators, dump trucks, motor graders,
rollers (tandem rollers), vibro roller, a water tank) and concrete pavement on the job
(such as: cranes, truck trailers, concrete dump trucks, concrete mixer trucks,
concrete finisher).
During the development process Cikampek-Palimanan toll road, impact on traffic flow
in the joints of the existing road as a whole is not too large, because the new road
construction site will be outside the area's largest existing roads .- The effect will
occur in the junction area new roads and national roads, especially during the
interchange construction, bridge (overpass) and underpass as shown on the map
above determination of the toll road route. Besides, the access road to the project
site which is usually around the start point and end point location of the project, and
at intersections with local roads, farm roads, the road route plantation and mining
companies. Disturbance occurs by the number of vehicles that operate in and out of
the project site through this access road.
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Based on estimates that have been made, and with a capacity of vehicles (as
required) to soil 5 m3/truck and stone and asphalt pecan 8 tons / truck, vehicles need
to transport minerals and soil deposits as well as road and bridge construction
materials is estimated to be as presented in Table V.11. Construction work for the
segment Cikampek - Palimanan planned for 30 months. The traffic volume in the
joints of the haul road is a material will increase with the existence of material
transport vehicle traffic. For the joints of Primary arterial road traffic volume increase
was not significant, but for segments of roads regency and village road traffic volume
increased significantly from 50% to 100% of the volume of vehicles passing by. It
was very influential on the level of service on the road regency and village roads. The
impact of traffic disruption caused great assessed.
The following considerations described as a basis for determining the impact of
interest rate:
•
The number of people affected includes residents along the highway or
residents outside the study area, whose land traversed material transport
vehicle.
•
The total area of distribution of the impact spread to the outside of the study
area along the highway and other roads outside the study area through which
material transport vehicle.
•
The impact is going to happen take place during the transport activity and
accumulation of material with high intensity in the presence of vehicles
passing by ± 24 carrier per day.
•
Components of the affected environment are a means of further impact on
roads and other components.
•
The nature of cumulative impacts
•
The impact that happened to turn around
Based on the above description, the impact of increased traffic density due to
mobilization of materials, including important negative effects (B / - P).
Except for the addition of the volume of traffic mentioned above, other effects of
material transportation activities is resulting in accelerated damage to public roads in
its path, lower the ambient air quality in the dry season, increasing the number of
traffic accidents and congestion.
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Table V.11
No
Estimated Additional Volume of Vehicle Trip
Type of Activities
Soil Work
Excavation
Embankment
Road Exvacation
ROW work
ROW preparation
Class A Aggregate Base
Asphalt Pavement work
Bituminous prime coat
Bituminous tack coat
Asphalt treated base course 10 cm
Asphalt concrete binder course 6 cm
Asphalt concrete surface course 5
cm
Concrete Construction
Pre-press Steeling
1
2
3
4
5
Unite
Volume
Trip
Vehicle/day
M3
M3
M3
3,5 Juta
7,0 Juta
2,5 Juta
700.000
1.400.000
500.000
233
467
167
M2
M3
3,4 Juta
1.1 Juta
137.500
46
It
It
ton
ton
ton
4,0 Juta
2,4 Juta
0,35 Juta
0,2 Juta
0,2 Juta
500.000
300.000
43.750
25.000
25.000
167
100
15
8
8
M3
Kg
20.000 5.000
2.500 626
82
Total
1221
Source: Engineering Estimation, September, 2007
Due to Bridge Development, Overpass, Underpass and Interchanges
Development activities of bridge, overpass, underpass and interchanges is expected
to have an impact on traffic disruption, especially on existing roads (road regency /
village / neighborhood) that intersect and overlap.
Traffic disruption will occur at the commencement of construction works and the
place where the work is carried out. The concentration of this traffic will cause
queuing and traffic disruption, especially if the implementation of the work done at
rush hour. The impact that occurred was assessed.
interest rate:
•
The number of people affected includes the existing road users.
•
The total area of distribution of localized impacts in the vicinity of the location.
•
The impact that will occur during the implementation of work with low intensity
•
Component of the affected environment is the infrastructure of existing roads
and will impact further on other road users' comfort disorder.
•
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Nature of impact is not cumulative and can be turned around.
V-39
Based on the description above, the impact of this work to disruption of traffic
including important negative effects (S / - P).
f. Damage to Public Roads
Mobilization and demobilization of heavy equipment and general road infrastructure
construction materials are mainly from mineral mining area category C to the location
of the project site. Material transportation activities will be to destroy the existing road
infrastructure; particularly on village streets that have a carrying capacity of the road
capacity is smaller than a passing truck tonnage. Given that the condition of roads in
the study area, especially through which the transport of construction materials in
general in a stable condition, the damage to road infrastructure caused predicted>
10% of the entire infrastructure of the existing road, so the impact can be categorized
as moderate.
The following considerations described as the basis for determining the impact of
interest rate:
•
The number of people affected includes residents along the highway or
residents outside the study area, whose land traversed material transport
vehicle.
•
material transport vehicle. The impact is going to happen take place during
the transport activity and accumulation of material with high intensity in the
presence of passing vehicles per day.
•
A component of the affected environment is a means of further impact on
roads and other components.
•
•
Based on the above description, the impact of road infrastructure due to mobilization
of materials, considered as important negative impacts (S /-P).
g. Damage to Public Utilities (Water Pipe, Gas Pipe)
Result of Basic Soil Preparation and Land Clearing
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Public utility disruption will occur due to land clearing activities. Types of public utility
projects that can be affected include electricity, telephone, and particularly water and
gas networks. Locations of clean water pipe or gas can be found a lot in Cirebon
regency. Judging from the number and type of public utilities that will be affected by
the project, the scale effects were moderate.
interest rate:
•
The number of people affected includes residents about the toll road or
residents outside the study area are the area through water pipes.
•
the water pipe.
•
The impact is going to happen take place during the preparation of the
subgrade.
•
Components of the affected environment are public facilities and continued
impact on other components.
•
•
The impact that can be reversed
Based on the above description, the impact of clean water facilities damaged due to
subgrade preparation activities are considered as significant negative impacts (S / P).
h. The destruction of social and public facilities
Due to Soil Preparation and Cleaning of Land
Activities excavation to subgrade preparation will be done along the 116.4 km with an
average width of 60 m. for the preparation of the subgrade excavation depth normal
average 60-100 cm to remove the layer of humus / top soil and building on it. In
some places, this condition will result in the dismantling of some social facilities /
fasum who skipped the highway alignment, especially in dense residential areas.
Similarly, in the area plan Palimanan 1C (a place of worship). Judging from the
number of public facilities / social facilities such as places of worship large enough, it
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V-41
can be said to have a medium impact magnitude.
interest rate:
•
•
the water pipe.
•
subgrade.
•
•
•
Based on the above description, the impact of social facilities damaged due to soil
preparation activities including significant negative impact (S /-P).
5.2.3
Components of Public Health
a. Increased Patient ARI
An increasing number of disease events is derived from the decrease in the impact of
environmental cleanliness, the pool of water due to constraints on river flow and
increased levels of dust due to construction of Cikampek- Palimanan toll road along
the road, especially near or through residential areas. As a result of these effects can
cause variations in disease, hygiene and the presence overflow water decreased due
to obstacles can cause diarrhea or gastroenteritis, the emergence of mosquito
breeding places, especially through residential areas. This may facilitate the
occurrence of disease caused by mosquito bites, especially accompanied by extreme
climate change. While increased levels of dust particles can cause irritation of the
respiratory tract and eventually causing respiratory tract infections. If seen from the
number of people who will be affected which reached 500 families (<10% of the
population along the highway corridor), then much of an impact can be categorized
as small.
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interest rate:
•
•
the water pipe.
•
subgrade.
•
•
•
Based on the above description, the impact of ARI patients due to subgrade
preparation activities including the negative impact was not significant (K / - TP).
5.2.4
Post-Construction Stage
5.2.4.1 Components of Physical-Chemical Environment
a. Reduced Air Quality
Forecast of environmental impact that will happen is the air quality pollution that
originates from the toll road operations and maintenance of Cikampek-Palimanan
Toll road.
From the results of measurements of air quality in residential locations around the
project site be seen that the tone early for all parameters at 10 sampling locations are
still below the quality standard.
With the operation of Cikampek-Palimanan toll roads, then ambient air will decline
due to exhaust emissions from motor vehicles. Types of vehicles that would use
these roads is to start from class I to V. Transport vehicles that use fuel will cause air
pollution from exhaust emissions from burning fuel. Exhaust gas released from the
burning of them, CO, SO2, NOx, HC and particulate matter (PM). These gases will
EIA
V-43
be dispersed to the atmosphere and spread according to wind speed and direction.
So the environment or ambient air quality will change. Impact of information is the
disruption of public health and comfort of the surrounding environment.
Forecast gas emissions will happen comes from vehicles using CikampekPalimanan, and has conducted air quality prediction in 2015 in each of the toll roads
as shown in Figure 5.7 to Figure 5.12.
From the picture was concluded that air quality concentration is very high when close
to its source. The farther from the emission source then the lower concentration.
Figure V.1
EIA
Estimated Air Qualities in Sadang-Kalijati Section 2015
V-44
Figure V.2
Figure V.3
EIA
Estimated Air Qualities in Kalijati-Subang Section 2015
Estimated Air Qualities in Subang-Cikedung Section 2015
V-45
Figure V.4
Figure V.5
EIA
Estimated Air Qualities in Cikedung-Kertajati 2015
Estimated Air Qualities in Kertajati-Sumberjaya 2015
V-46
Figure V.6
Estimated Air Qualities in Sumberjaya-Palimanan 2015
The impact of air pollution is mainly caused because the increased content of dust
particles and will affect the health of residents living near Cikampek-Palimanan toll
road, including skin irritation, eye irritation, disturbance of the respiratory tract.
Another component that will be affected due to declining air quality is polluted by
emissions from vehicles using the toll road is the vegetation that grows in the
surrounding plants. Response of plants to the polluted air is different among them:
1. Impact of O3
-
Pale surface of the upper and lower leaves and patches of necrosis
-
The occurrence chlorosis leaf so the color turns yellow
-
Creation of spots or patches of leaves until the leaves are purple, dark brown
or red.
This leaf damage occurs in young leaves and old leaves of plants / plant that is
sensitive to O3 among vegetable crops (tomato, spinach, peanut, onion), crops
(corn) and ornamentals (chrisantenum, petunias, pine).
2. Impact of SO2
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V-47
Impact of SO2 on plants / plant can cause acute damage to the vegetation in the
form of necrosis and drying of leaf tissue. After a time will cause death of leaf types
of plants / plant that is sensitive to SO2 in the air are ornamental plants (cosmos /
cottonwoods, daisies, violets, flowers butterflies), plants fruit / vegetables, food crops
(sweet potatoes, spinach, squash, peppers, carrots and bean salad).
3. Impacts of NO2
The effects of NO2 in the air to plants / plant is going to happen when a high content
of NO2. Impact includes leaf blister and necrosis and leaf fall. On the content of NO22 ppm with a time ekpose 2 hours can cause damage to tomato leaves, beans and
cucumbers. The types of plants that are categorized as sensitive to NO2 include
vegetable crops (lettuce, red beans and cabbage), ornamental plants (Hibiskus,
Azalea, sunflower and Malaleuca), fruitcrops (citrus). Source: Effect of Pullution on
plants, Jhon Naeeke 1993.
4. Impact of Flour (not from vehicle exhaust emissions)
Impact of fluorine, hydrogen-Flouride and can accelerate the corrosion process. In
plants causes the collapse of sponge cells, followed by the lower surface stomata
associated with the epidermis, followed by chloroplast damage and palisade tissue
damage and damaged vascular tissues.
Percentage increase in air quality was measured at each section along the
Cikampek-Palimanan Toll Road Plan obtained by comparing data from the
Environment Rona with data from the forecast are as follows:
Table V.12 Air Quality Improvement in
Cikampek-Kalijati Section
% Improvement
Distance
100
200
300
400
500
600
700
800
900
EIA
HC
CO
N02
1110.54 1158.12 421.46
636.12 665.05 217.10
385.98 405.08 109.35
263.24 277.52 56.47
190.13 201.54 24.98
152.12 162.03
8.60
131.87 140.98 -0.12
106.95 115.09 -10.85
93.12 100.71 -16.81
SO2
-72.54
-83.30
-88.98
-91.76
-93.42
-94.28
-94.74
-95.31
-95.62
Dust
3607.28
2154.38
1388.31
1012.43
788.53
672.11
610.11
533.79
491.43
V-48
1000
1500
2000
81.02
44.76
15.78
88.14 -22.02
50.45 -37.64
20.33 -50.13
-95.89
-96.72
-97.37
454.38
343.33
254.57
Kalijati-Subang Section
% improvement
Distance
100
200
300
400
500
600
700
800
900
1000
1500
2000
HC
CO
N02
1181.57 1155.82 853.05
679.31 663.66 479.55
414.49 404.16 282.61
284.55 276.83 185.98
207.16 200.99 128.42
166.91 161.55 98.49
145.48 140.55 82.55
119.10 114.69 62.93
104.45 100.34 52.04
91.64
87.79 42.52
53.25
50.18 13.97
22.57
20.11 -8.85
SO2
-72.59
-83.34
-89.00
-91.78
-93.43
-94.29
-94.75
-95.31
-95.63
-95.90
-96.72
-97.38
Dust
7140.16
4302.70
2806.61
2072.52
1635.27
1407.89
1286.81
1137.77
1055.04
982.69
765.81
592.47
Subang-Cikedung Section
% improvement
Distance
HC
CO
N02
100 2758.54 1113.36 1365.92
200 1638.26 637.84 791.42
300 1047.58 387.11 488.50
400 757.75 264.09 339.87
500 585.11 190.81 251.34
600 495.34 152.70 205.30
700 447.54 132.41 180.79
800 388.69 107.44 150.61
900 356.03
93.57 133.86
1000 327.46
81.44 119.21
1500 241.83
45.10
75.30
2000 173.40
16.05
40.20
EIA
SO2
-53.69
-71.84
-81.41
-86.10
-88.90
-90.36
-91.13
-92.08
-92.61
-93.08
-94.46
-95.57
Dust
12406.1
7504.89
4920.65
3652.64
2897.37
2504.62
2295.47
2038.03
1895.13
1770.15
1395.53
1096.12
V-49
Cikedung-Kertajati Section
% improvement
Distance
100
200
300
400
500
600
700
800
900
1000
1500
2000
HC
CO
782.44 1264.56
436.61 729.78
254.26 447.81
164.79 309.46
111.50 227.05
83.78 184.20
69.03 161.37
50.86 133.28
40.78 117.69
31.96 104.06
5.53
63.18
-15.60
30.51
N02
492.09
260.05
137.70
77.66
41.91
23.31
-13.41
1.22
-5.54
-11.46
-29.20
-43.37
SO2
-77.70
-86.44
-91.05
-93.31
-94.66
-95.36
-95.73
-96.19
-96.44
-96.67
-97.33
-97.87
Dust
9579.25
5785.90
3785.80
2804.40
2219.85
1915.88
1754.00
1554.76
1444.15
1347.42
1057.48
825.75
Kertajati-Sumberjaya Section
% improvement
Distance
100
200
300
400
500
600
700
800
900
1000
1500
2000
EIA
HC
7277.14
4386.00
2861.60
2113.62
1668.10
1436.42
1313.05
1161.19
1076.89
1003.17
782.19
605.57
CO
N02
978.10 1506.58
555.58 876.95
332.81 544.97
223.50 382.08
158.39 285.05
124.53 234.60
106.50 207.73
84.31 174.66
71.99 156.30
61.22 140.25
28.92
92.12
3.11
53.66
SO2
-76.58
-85.76
-90.60
-92.97
-94.39
-95.12
-95.51
-96.00
-96.26
-96.50
-97.20
-97.76
Dust
5481.67
3294.18
2140.80
1574.86
1237.77
1062.48
969.14
854.24
790.46
734.68
567.48
433.85
V-50
Sumberjaya-Palimanan Section
% improvement
Distance
100
200
300
400
500
600
700
800
900
1000
1500
2000
HC
555.04
298.33
162.97
96.55
57.00
36.42
25.47
11.99
4.50
-2.05
-21.67
-37.35
CO
393.00
199.79
97.92
47.93
18.16
2.68
-5.57
-15.72
-21.35
-26.28
-41.05
-52.85
N02
542.36
290.62
157.88
92.75
53.96
33.78
23.04
9.82
2.48
-3.94
-23.18
-38.56
SO2
Dust
-75.81 1809.29
-85.29 1061.03
-90.29 666.50
-92.74 472.91
-94.20 357.61
-94.96 297.64
-95.37 265.71
-95.86 226.41
-96.14 204.59
-96.38 185.51
-97.11 128.32
-97.69
82.61
From the table above can be explained that the air quality parameters that
need to be managed is the HC, CO, NO2 and Dust this is due to still see an
improvement with an average of over 30% of the hue data measured at distance
2000 m.
From the description on the effects of several air pollutants to vegetation parameters
are explained also that a long exposure at low concentrations can cause damage to
the productivity of vegetation is through flowers, fruit and leaves.
The impact of the toll road operations in the form of air pollution and incidence of
vehicle exhaust gas emission is relatively long or age appropriate PalimananCikampek toll road activities that is over 20 years.
With the Cikampek-Palimanan toll road operations, then the potential to reduce air
quality and potentially exceeds the standard. If the initial hue such conditions coupled
with the activities and operation of toll roads and will be exposed to every day (24
hours) into the general environment of residential areas, commerce, shops, and
industrial and public facilities and vegetation as well as mixed farms, then this
condition will affect negative form of disturbance of public health.
In addition to affecting public health pollution air quality due to exhaust emissions
EIA
V-51
from motor vehicles and highways will also be affected by the impact on vegetation
around the Cikampek-Palimanan. Vegetation that will be affected by air pollution was
mainly affected areas roadside vehicle exhaust emissions by vegetation type lading,
gardens and yards that have a socio-economic value, aesthetic and ecological. Thus
the effect of the reduced air quality due to activities and operation of CikampekPalimanan toll roads is classified as large and negative impact important (B /-P) with
consideration include:
1. Reviewed from the number of people affected
The number of people affected quite a lot of other people around the highway,
then the effects considered important.
According to the wide spread of the impact of the project site along the 116.4
km with ROW width of 60 m, the dispersion effects can be categorized as
particularly important for the dust can even reach the area of the nearest
residential or other activities, so that the area is fundamental to environmental
changes, the impact categorized arising important.
The impact will last for toll road operations, is permanent, then the effects can
be categorized as critical. But in terms of intensity of impact will decline in air
quality (lead, hydrocarbons, gas, SO2, CO, NO2), although very small. To
dust and Carbon Oxide (CO) will increase to greater and contributes to air
quality, and impacts that will occur is predicted quite important.
important. b. Increased Noise
The increased noise in the environment is expected to occur because the sound
engine of the vehicle when the Cikampek-Palimanan toll road operations. Noise will
be felt by residents who live or move around it with a distance of less than 25 m
(population at risk), the emergence of the noise comes from the engines of vehicles
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V-52
of Class I to V are passing on the Cikampek-Palimanan for 24 hours.
Forecast noise levels while at the operational as shown in the figure below shows
that the noise level at distance 5 m high that is equal to 94 dB (A), but the noise level
will decrease when away from noise sources.
Figure V.7
Estimated Noise During Operational Stage
Percentage improvement of noise measured at each section along the CikampekPalimanan Toll Road Plan obtained by comparing data from the Environment Rona
with data from the forecast are as follows:
Table V.18
Improvement of Noise Cikampek-Kalijati Section
Distance
5
25
50
75
100
150
200
300
400
500
EIA
% improvement
68.21
43.20
32.43
26.13
21.66
15.36
10.89
4.59
0.12
-3.34
V-53
Table V.19
Improvement of Noise Kalijati-Subang Section
Distance
5
25
50
75
100
150
200
300
400
500
Table V.20
Improvement of Noise Subang-Cikedung Section
Distance
5
25
50
75
100
150
200
300
400
500
Table V.21
% improvement
72.22
46.61
35.59
29.14
24.56
18.11
13.53
7.08
2.51
-1.04
Improvement of Noise Kertajati-Sumberjaya Section
Distance
5
25
50
75
100
150
200
EIA
% improvement
75.43
49.35
38.12
31.55
26.88
20.31
15.65
9.08
4.42
0.80
.
Improvement of Noise Cikedung-Kertajati Section
Distance
5
25
50
75
100
150
200
300
400
500
Table V.22
% improvement
23.24
4.92
-2.97
-7.59
-10.86
-15.48
-18.76
-23.37
-26.65
-29.19
% improvement
73.17
47.42
36.34
29.85
25.25
18.76
14.16
V-54
300
400
500
Table V.23
7.68
3.07
-0.50
Improvement of Noise Sumberjaya-Palimanan Section
Distance
5
25
50
75
100
150
200
300
400
500
% improvement
87.31254954
59.46513901
47.47191209
40.45632408
35.47868517
28.46309716
23.48545825
16.46987024
11.49223133
7.631274641
The increased noise in the environment due to the Toll road operations CikampekPalimanan, will be exposed to the environment every day which is a residential area,
trade, shops and industrial and public facilities. Further impact of continuous noise
would result in disruption of public health. The impact is felt over a relatively long
road operation or more than 20 years. Forecast the environmental impacts of
increased noise impact is classified as a large and significant negative (BA-P), with
consideration:
1. Judging from the number of people affected by the number of people affected
quite a lot of other people around the highway, then the effects considered
important.
1. According to the wide spread of the impact of the project site along the 116.4
km with ROW width of 60 m can be considered important even to reach the
area nearest residential or other activities, so that in the area! The
fundamental environmental changes can occur, then the effects considered
important.
3. The impact will last for toll road operations, is permanent, then the effects can
be categorized as critical, Noise will increase to even greater and the impacts
that will occur is predicted quite important.
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V-55
important.
b. Changing of Land Use
Cikampek- Palimanan toll road operations will have an impact on the improvement of
service quality directly and arterial roads into the joints of other primary local collector
roads in the regency of Purwakarta, Subang, Indramayu, Majalengka and Cirebon. In
addition, this road will improve accessibility by transport from Sumatra to Java via the
motorway and vice versa. This will encourage land use changes resulting from easy
access. The impact will occur in locations that are still empty area or garden area, so
the impact of small scale.
Thus the impact of changes in land use improvement due to the operation of toll
roads are categorized as small impact.
interest rate:
•
The number of people affected includes residents about the toll road as well
as outside it.
•
The total area of distribution of impacts across the region through which the
toll road regency.
•
The impact is going to happen take place during the operation of toll roads.
•
Components of the affected environment are the space of land and soil and
continued impact on other components.
•
•
Based on the above description, the impact of changes in land use due to activities
and operation of toll roads include as the negative impact and not significant (K /-TP).
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V-56
5.2.4.2 Component of Social Environment, Economy and Culture
a. Increased employment opportunities
Toll road operations will require new workers as both administrative and operational
personnel in the field. The diversity of labor needed depends on a variety of
qualifications, expertise / skills. It is necessary for improvement of training for
workers. In addition, the main priority of employment opportunities will be given to
prospective employees who are in the area around the toll road operations.
Taking into account the energy absorption and the number of job seekers (including
unemployment) in the Sub-district around the study area, it can be concluded that the
scale effects are classified employment categories. Meanwhile, the important positive
impact can be categorized as (B / + P), with consideration include:
•
•
exceed the area) project site;
•
and business opportunities, as well as the existence of a positive image of toll
roads.
In addition, the existence of employment opportunities and business opportunity is
estimated to increase economic activities in the region. It can also cause secondary
effects such as improvement incomes. Amid the current economic difficulties and the
need for job opportunities, the estimated number of workers absorbed in this activity
pertained to the nature of the impact of broad categories can be considered an
important positive (B / + P), with consideration include:
•
•
exceed the area! project site;
•
and business opportunities, as well as the existence of a positive image of the
highway. b. Disruption of kinship in the neighborhood
Communities around the project has a very strong kinship ties internally and
externally, especially social relationships among residents. The existence of the toll
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V-57
road, which divides the territory that had been, fused inter-village, village thought to
have an impact on the disruption of kinship ties. This impact will arise primarily in the
operation of toll roads where accessibility is higher and mobility between villages /
village across the street to be disturbed.
The magnitude of impact is relatively large, given the amount of dependence of
population to access the old road. The nature of the impact of negative impacts will
be quite important (B /-P).
c. Changes in Public Perception
The availability of the toll road is expected to increase the accessibility community
and enhance the region's economy. In addition, the existence of employment
opportunities and business opportunity is estimated to increase economic activities in
the region. It can also cause secondary effects such as improvement incomes. It is
estimated that the number of workers absorbed in this activity pertained to the nature
of the impact of broad categories can be categorized as an important positive (+ P),
with consideration include:
•
•
•
and business opportunities, as well as the existence of a positive image of the
highway.
d. Occurrence of Traffic Accidents
At the beginning of the operation of Cikampek-Palimanan toll roads, encouraging
consumers to use these roads with maximum speed (100 km / h). Condition of road
surface made of layers of concrete will increase the friction factor with a car wheel,
so on the condition that non-standard tires will result in an accident (broken tire).
Similarly, in the integration with arterial roads (road intersection) is usually not
sufficient with signs, so that at the beginning, the operation might easily lead to
accidents because the vehicle left the freeway bypassed arteries. Considered of
density improvement and service level of traffic generated from the toll road
operations, the changes to traffic conditions will have a small scale, so that the
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V-58
impact is a small negative impact.
e. Traffic disruption
As a result of the operation of toll roads
Activities and operation of toll roads is expected to affect the activities of vehicle
traffic on access roads around the entrance and the exit of the emergence of
highway traffic congestion. Traffic disruption will occur during the operation of toll
roads. Traffic congestion this will cause the queue and interrupt the smooth traffic on
access roads around the toll booth and will last as long as there is no management
efforts to resolve the issue. The impact that occurred was assessed.
interest rate:
•
The number of people affected include the user's access roads and highways
•
The impact is going to happen take place safely with low intensity.
•
Components of the affected environment are the infrastructure stage operas!
and will impact further on the problems of access and convenience of road
users of the highway.
•
Nature of impact is not cumulative and can be turned
Based on the above description, the impact of road maintenance work on traffic
problems including the negative impact was not significant (S /-TP).
Along with the development of the area around the highway, either linked directly or
indirectly by the existence of the highway, then the frequency / volume of traffic on
the highway will also experience improvement. Improvement of traffic volume was
also at one time can reduce the level of highway service, at least at the level of C so
it does not meet highway standards.
In a relatively short time (± 5 years), improvement of traffic volume on the toll road is
estimated to have fairly rapidly. The estimate in based on analog! with the
improvement in traffic volume highways such as Padalarang - Cileunyi toll roads in
West Java, where the improvement averaged 28.5% per year. The volume of daily
traffic using the road toll, based on traffic loading models using the help of software
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V-59
(software) computer Transportation Planning (TRANPLAN), for each projection year,
presented in the table below.
Table V.24
Traffic Volume Projection
Interchange Section: Cikampek-Kalijati
Year
Type I
(vehicle)
2008
2010
2015
2025
2035
4,087
4,905
6,631
13,264
21,776
951
3,908
1,141
4,690
1.543
6,340
3,087
12,683
5,067
20,823
INTERCHANGE Kalijati-Subang
8.996
9.926
14.514
29.034
47.666
2008
2010
2015
2025
2035
5613
1306
5368
7295
1698
6976
9852
2292
9420
17924
4171
17139
24732
5755
23649
INTERCHANGE Subang-Haur Selatan
2074
483
1983
2881
670
2755
4376
1018
4185
10195
2372
9749
17783
4138
17004
12.287
15.969
21.564
39.234
54.136
2008
2010
2015
2025
2035
Type II-A
(vehicle)
Gol M-B
(vehicle)
Total
(Vehicle)
12.287
15.969
21.564
39.234
54.136
INTERCHANGE Haur Selatan-Palimanan
2008
2010
2015
2025
2035
2699
2881
3855
6994
12259
628
670
897
1628
2853
2581
2755
3686
6688
11722
5.908
6.306
15.310
15.310
26.834
Source : SID Cikampek – Palimanan section 116 Km, year 2007.
In relation to the improvement of traffic volume as described above, whenever the
driver's behavior is no concern for driving on the highway, the congestion and
potential accident even occurred.
The analysis above shows that the size and weight of the impact is quite significant,
impact can take place continuously during the operation of toll roads.
As a result of Toll Road Maintenance
Highway maintenance activities are expected to have an impact on aspects of
facilities and infrastructure in the form of traffic disruption, especially on the road
repaired. Traffic disruption will occur at the time of execution of road maintenance
work and the place where the work is carried out. The concentration of this traffic will
cause queuing and traffic disruption, especially if the implementation of the work
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V-60
done at rush hour. Assessed impacts occurring large.
•
The following considerations described as a basis for determining the impact
of interest rate:
•
The number of people affected includes the toll road user because the
highway is the freeway proper, where travel by road should not be any
interference.
•
•
The impact that will occur during the implementation of work with low
intensity.
•
Components of the affected environment are the highway infrastructure and
will impact further on comfort disturbances highway other users.
•
Nature of impact is not cumulative and can be turned
Based on the above description, the impact of road maintenance work on traffic
problems including the negative impact was not significant (B /-TP).
5.3
SUMMARY
Cikampek - Palimanan Toll Road Development Plan along ± 116.4 km consists of 6
sections, starting from the Village Cikopo (Tol Jakarta-Cikampek 91 +350) to
Purwakarta Regency Village Pegagan (Toll-Cirebon Palimanan Sta 207 +350) in
Palimanan Regency Cirebon. The length of each section-5 respectively as follows:
• Section I Cikampek - kalijati (27.05 km)
Early projects (STA 91 +350) in the Village Sub-district Cikopo Bungursari
Purwakarta Regency (Cikampek Junction) on the Jakarta-Cikampek toll road and
ends at STA. 118 +400 at Village Sub-district Kaliangsana kalijati Subang Regency.
• Section II kalijati - Subang (+ 11.2 km)
Starting from the STA 118 +400 in the Village Kaliangsana Sub-district of Subang
Regency kalijati until at Village STA 129 +600 Cisaga Sub-district of Subang
Regency Subang.
• Section III Subang - Cikedung (+ 28.7 km)
Starting from the STA 129 +600 in the Village Sub-district Cisaga Subang Subang
regency until STA 158 +300 in the Village Sub-district Cikawung Trisi Indramayu
regency.
EIA
V-61
• Section IV Cikedung - Kertajati (+ 18.9 km)
Starting from the STA 158 +300 in the Village Sub-district Cikawung Trisi Regency
Indramayu to STA 177 +200 in the Village Sub-district Kertawinangun Kertajati
Majalengka Regency.
• Section V Kertajati - Sumberjaya (± 16.1 km)
Starting from the STA 177 +200 in the Village Sub-district Kertawinangun Kertajati
Majalengka Regency until STA193 +300 at, Village Sub-district Sumberjaya
Sumberjaya Majalengka Regency.
• Section VI Sumberjaya - Palimanan (+ 14.45 km)
Starting from the STA 193 +300 in the Village Sub-district Sumberjaya Sumberjaya
Majalengka Regency until STA 207 +750 in the Village Sub-district Pegagan
Palimanan Cirebon Regency.
Forecast of the impact that will arise and location of occurrence for each toll road
section can be seen in Table V.25 until 5:.7 the following.
EIA
V-62
EIA
V-63
Table V.25
Summary of Impact Occurred During Pre-Construction Stage For Each Section
Section I
STA 91+500 s/d STA
188+550
Section II
STA 118+550 s/d STA
129+750
Community Unrest
Only landowners who
obtain compensation,
tenant farmers will not get
compensation.
Only landowners who
compensation.
Social Conflict
People are generally
agree to the development
plan, no potential of social
conflict.
Reduced Income
Land acquisition will
reduce source of income
for some residents who
work on the paddy field.
Type of Impact
EIA
Section III
STA 129+750 s/d STA
158+450
Section IV
STA 158+450 s/d STA
177+350
Section V
STA 177+350 s/d STA
193+450
Section VI
STA 193+450 s/d STA
207+900
Only landowners who
No Community Unrest
compensation.
Only landowners who
compensation.
Toll road will cut the
islamic boarding house,
and some residents do not
agree with land acquisiton.
Only landowners who
compensation.
conflict.
People
are
generally
conflict.
conflict.
conflict.
Potential of social conflict
due to some residents do
not agree on land
acquisition on Islamic
boarding house in
Ciwaringin
work on the paddy field.
work on the plantation.
V-64
Table V.26
Summary of Impact Occurred During Construction Stage For Each Section
Section I
STA 91+500 s/d STA
188+550
Section II
STA 118+550 s/d STA
129+750
Reduced Air Quality
Impact caused by
Mobilization heavy
equipment and materials,
Operation of the base
camp, ground preparation
work, foundation,
excavation and
embankment work, and
Bridge Works
(Sta. 92+600-92+850,
Sta 98+700-98+800,
Sta 1 04+550-1 04+900,
Sta 11 3+700-1 13+800,
Sta 11 6+800-1 16+900)
Impact caused by
Mobilization heavy
work, foundation,
excavation and
Bridge Works
Sta 122+450-122+600
Sta 123+550-1 23+700
Sta 126+300-126+650
Impact caused by
No settlements in Sta
Mobilization heavy
158+450-1 77+350
work, foundation,
excavation and
Bridge Works
Sta 129+950-1 30+000
Sta 131 +400-1 31 +500
Sta 132+050-132+150
Sta 132+300-1 32+450
Sta 132+600-1 32+700
Sta 136+700-136+900
Sta 149+800-149+950
Increased Noise
Impact caused by
Mobilization heavy
work, foundation,
excavation and
Bridge Works, road works,
and pavement work
(Sta. 92+600-92+850,
Sta 98+700-98+800.
Sta 104+550-1 04+900,
Sta 11 3+700-1 13+800,
Sta 11 6+800-1 16+900)
Impact caused by
Mobilization heavy
work, foundation,
excavation and
and pavement work
Sta 122+450-1 22+600
Sta 123+550-1 23+700
Sta 126+300-126+650
D Impact caused by
158+450-1 77+350
Mobilization heavy
work, foundation,
excavation and
and pavement work
Sta 129+950-130+000
Sta 131 +400-1 31 +500
Sta 132+050-132+150
Sta 132+300-1 32+450
Sta 132+600-132+700
Type of Impact
EIA
Section III
STA 129+750 s/d STA
158+450
Section IV
STA 158+450 s/d STA
177+350
Section V
STA 177+350 s/d STA
193+450
Section VI
STA 193+450 s/d STA
207+900
Impact caused by
Mobilization heavy
work, foundation,
excavation and
Bridge Works
Sta 180+300-180+600
Sta 187+000-187+400
Sta 188+200-188+550
Sta 188+700-1 89+000
189+800-190+200
Impact caused by
Mobilization heavy
work, foundation,
excavation and
Bridge Works
Sta 194+700-1 94+800
Sta 198+000-1 98+050
Sta 199+000-1 99+250
Sta 199+900-200+000
Sta 200+200-200+400
Sta 200+600-201 +200
Sta 201 +400-201 +500
Sta 202+400-202+550
Sta 205+800-205+850
Sta 206+850-207+000
Impact caused by
Impact caused by
Mobilization heavy
Mobilization heavy
equipment and materials, equipment and materials,
camp, ground preparation camp, ground preparation
work, foundation,
work, foundation,
excavation and
excavation and
Bridge Works, road works, Bridge Works, road works,
and pavement work
and pavement work
.Sta 180+300-1 80+600
Sta 194+700-194+800
Sta 187+000-187+400
Sta 198+000-198+050
Sta 188+200-1 88+550
Sta 199+000-199+250
Sta 188+700-1 89+000
Sta 199+900-200+000
189+800-190+200
Sta 200+200-200+400
V-65
Type of Impact
Section I
STA 91+500 s/d STA
188+550
Section II
STA 118+550 s/d STA
129+750
Section III
STA 129+750 s/d STA
158+450
Section IV
STA 158+450 s/d STA
177+350
Section V
STA 177+350 s/d STA
193+450
Section VI
STA 193+450 s/d STA
207+900
Sta 136+700-1 36+900
Sta 149+800-149+950
Reduced Water Quality
Disruption of Ground
Water flow
Soil erosion
Environmental aesthetic
disruption
EIA
Sta 200+600-201+200
Sta 201+400-201+500
Sta 202+400-202+550
Sta 205+800-205+850
Sta 206+850-207+000
Impact caused by
Impact caused by
Impact caused by
Impact caused by
Impact caused by
Impact caused by
Mobilization heavy
Mobilization heavy
Mobilization heavy
Mobilization heavy
Mobilization heavy
Mobilization heavy
equipment and materials, equipment and materials, equipment and materials, equipment and materials, equipment and materials, equipment and materials,
camp, ground preparation camp, ground preparation camp, ground preparation camp, ground preparation camp, ground preparation camp, ground preparation
work, foundation,
work, foundation,
work, foundation,
work, foundation,
work, foundation,
work, foundation,
excavation and
excavation and
excavation and
excavation and
excavation and
excavation and
embankment work, River embankment work, River embankment work, River embankment work, River embankment work, River embankment work, River
Ciherang (STA 95+000),
Cibodas (STA 120+000), Cilamatan (STA 138+500), Cipanas (STA 161+500)
Cimanuk (STA 180+000) Ciwaringin (STA
River Cilamaya JSTA.
River Ciasem
River Cipunegara (STA
201+000), Kanal Ciliwung
102+500).
(STA.123+000)
142+0001
(STA 205+500)
Caused by clearing and
land preparation activities,
earthwork (excavation /
embankment),
construction work and the
road pavement. (In all the
irrigation channels that are
cut off)
River Ciherang (STA
95+000), River Cilamaya
(STA. 102+500)
embankment),
cut off)
River Cibodas (STA
120+000). River Ciasem
(STA.123+000)
embankment),
cut off)
River Cilamatan (STA
138+500), River
Cipunegara (STA
142+000)
Erosion caused by mining Erosion caused by mining Erosion caused by mining
/quarry deposits
/quarry deposits
/quarry deposits
associated with cut and fill associated with cut and fill associated with cut and fill
activities.
activities.
activities.
This impact is due to
transporting project
materials / soil spills on
the road
the road
the road
embankment),
cut off)
) River Cipanas (STA 161
+500)
embankment),
cut off)
River Cimanuk (STA
180+000)
embankment),
cut off)
River Ciwaringin (STA
201+000), Canal Ciliwung
(STA 205+500)
Erosion caused by mining
/quarry deposits
associated with cut and fill
activities.
the road
/quarry deposits
activities.
the road
/quarry deposits
activities.
the road
V-66
Type of Impact
Section I
STA 91+500 s/d STA
188+550
(Purwakarta -Subang)
Section II
STA 118+550 s/d STA
129+750
Ground Water Disruption
This impact caused by
excavation work in to
obtain appropriate road
geometry. There will be a
hilly area in section I
(slope generally 15-30%)
(Purwakarta -Subang and
Subang-Pamanukan]
hilly area in section II
Slope Stability Disorder
hilly area in section I
hilly area in section II
Gangguan Terhadap Biota Caused by clearing and
air (ikan)
embankment),
cut off)
River Ciherang (STA
95+000), River Cilamaya
(STA.102+500)
Increased Employment
Opportunities
EIA
embankment),
cut off)
River Cibodas (STA
120+000), River Ciasem
(STA.1 23+000)
Section III
STA 129+750 s/d STA
158+450
(Subang-Bandung dan
Subang-Pamanukan).
hilly area in section III
hilly area in section III
embankment),
cut off)
River Cilamatan (STA
138+500), River
Cipunegara (STA
142+000).
Impacts due to the
Impacts due to the
Impacts due to the
absorption of labor
absorption of labor
absorption of labor
(between 150-250 people) (between 150-250 people) (between 150-250 people)
in surrounding villages and in surrounding villages and in surrounding villages and
sub-district particularly on: sub-district particularly on: sub-district particularly on:
Section IV
STA 158+450 s/d STA
177+350
Section V
STA 177+350 s/d STA
193+450
Section VI
STA 193+450 s/d STA
207+900
(Cirebon-Bandung)
(Cirebon-Bandung)
(Cirebon-Bandung)
slope generally 3-5 %
embankment),
cut off)
River Cipanas (STA
161+500).
embankment),
cut off)
River Cimanuk (STA
180+000)
embankment),
cut off)
River Ciwaringin . , (STA
201+000), Kanal Ciliwung
-(STA 205+500)
Impacts due to the
absorption of labor
(between 150-250 people)
in surrounding villages and
sub-district particularly on:
Impacts due to the
absorption of labor
.Sta 180+300-1 80+600
Impacts due to the
absorption of labor
Sta 194+700-194+800
V-67
Type of Impact
Improvement of Business
Opportunity
Social Jealousy
EIA
Section I
STA 91+500 s/d STA
188+550
Section II
STA 118+550 s/d STA
129+750
Section III
STA 129+750 s/d STA
158+450
(Sta. 92+600-92+650, Sta Sta 122+450-122+600 Sta
98+700-98+600,
123+550-123+700 Sta
Sta 104+550-104+900,
126+300-126+650
Sta 113+700-113+600,
Sta 116+600-116+900)
Sta 129+950-130+000 Sta
131+400-131+500 Sta
132+050-132+150 Sta
132+300-132+450 Sta
132+600-132+700 Sta
136+700-136+900 Sta
149+800-149+950
Impact due to the need for
material supply
For excavation category C
materials (stone, gravel) or
Concrete materials
(cement, asphalt, iron),
sub-district
Impacts due to the
absorption of labor
in surrounding villages
and sub-district
particularly on:: Sta
122+450-122+600 Sta
123+550-123+700 Sta
126+300-126+650
material supply
Concrete materials
sub-district
Impacts due to the
absorption of labor
and sub-district
particularly on:Sta
129+950-130+000 Sta
131+400-131+500 Sta
132+050-132+150 Sta
132+300-132+450 Sta
132+600-132+700 Sta
136+700-136+900 Sta
149+800-149+950
material supply
Concrete materials
sub-district
Impacts due to the
absorption of labor coming
not from surrounding
villages and sub-district
particularly on:
(Sta. 92+600-92+850,
Sta 98+700-98+800, Sta
104+550-104+900, Sta
113+700-113+800, Sta
116+600-116+900)
Section IV
STA 158+450 s/d STA
177+350
material supply
Concrete materials
and sub-district
Impacts due to the
absorption of labor
and sub-district particularly
on:
Section V
STA 177+350 s/d STA
193+450
Section VI
STA 193+450 s/d STA
207+900
Sta 187+000-187+400 Sta
188+200-188+550 Sta
188+700-189+000
189+800-190+200
Sta 198+000-198+050 Sta
199+000-199+250 Sta
199+900-200+000 Sta
200+200-200+400 Sta
200+600-201+200 Sta
201+400-201+500 Sta
202+400-202+550 Sta
205+600-205+650 Sta
206+650-207+000
material supply
Concrete materials
and sub-district
Impacts due to the
absorption of labor
and sub-district
particularly on:Sta
194+700-194+800
Sta 198+000-198+050
Sta 199+000-199+250
Sta 199+900-200+000
Sta 200+200-200+400
Sta 200+600-201+200
Sta 201+400-201+500
Sta 202+400-202+550
Sta 205+800-205+650
Sta 206+850-207+000
material supply
Concrete materials
and sub-district
Impacts due to the
absorption of labor
and sub-district
particularly on:. Sta 180+300-180+600 Sta
187+000-187+400 Sta
188+200-188+550 Sta
188+700-189+000
189+800-190+200
V-68
Type of Impact
Accessibility Disruption
Type of Impact
EIA
Section I
STA 91+500 s/d STA
188+550
Section II
STA 118+550 s/d STA
129+750
Section III
STA 129+750 s/d STA
158+450
Section IV
STA 158+450 s/d STA
177+350
These impacts will arise
especially in underpass
/overpass work activities
where the toll road
alignment plan will cut
many public roads,
especially on
Sta:
92+920; 94+670;95+975;
97+S89;98+500;100+000;
101+100,103+418,
104+044, 106+205,
107+325, 109+518
113+525,114+805,
116+116, 116+950,
117+532
Impact caused by
Mobilization heavy
Sta:
92+920,97+589, 104+044,
107+325,109+518,
113+525 116+950
where the toll road
many public roads,
especially on
Sta:
118+425,119+070,
121+100, 121+825,
122+585, 123+855
124+831, 126+180,
127+350, 128+286,
128+550, 129+122
where the toll road
many public roads,
especially on
Sta
where the toll road
many public roads,
especially on
Sta:
160+845,163+536,
164+651,165+975,
167+675,169+500,
171+060, 172+021,
172+851, 173-112,
176-155, 177+488
Impact caused by
Mobilization heavy
Sta:
119+070,123+855
126+180,128+286
Impact caused by
Mobilization heavy
Sta:
130+012,136+135
139+806,142+736
149+711
Impact caused by
Mobilization heavy
Sta;
92+920;94+670;95+975;
97+589; 98+500;
100+000; 101+100,
103+418 104+044,
106+205. 107+325
Impact caused by
Mobilization heavy
Sta:
118+425,119+070
121+100,121+825
122+585,123+855
124+831,126+180
Impact caused by
Mobilization heavy
Sta:
130+012,131+575
133+100,133+566
134+735,136+135
136+870.138+433
Section II
STA 118+550 s/d STA
129+750
Section III
STA 129+750 s/d STA
158+450
Section I
STA 91+500 s/d STA
188+550
130+012,131+575,
133+100,
133+566,
134+735,136+135
136+870,138+433,139+389
139+806,140+860,142+736
144+800,147+863,149+711
153+453,154+250,155+480
158+888,
Section V
STA 177+350 s/d STA
193+450
where the toll road
many public roads,
especially on
Sta
179+002,182+500,184+80
2,187+281,188+250,
189+070, 190+673,191+
550,192+712
Impact caused by
Impact caused by
Mobilization heavy
Mobilization heavy
Sta:
Sta:
158+888,169^00 173+512 179+002,182+500
184+802,187+281
189+070,190+573
192+712.
Impact caused by
Impact caused by
Mobilization heavy
Mobilization heavy
Sta: 160+845,163+536
Sta:
164+651,165+975
179+002,182+500
167+575,169+500
184+802,187+281
171+060,172+021
188+250,189+070
190+573,191+550
192+712.
Section IV
STA 158+450 s/d STA
177+350
Section V
STA 177+350 s/d STA
193+450
Section VI
STA 193+450 s/d STA
207+900
where the toll road
many public roads,
especially on
Sta:
194+698,195+289,195+
938, 196+425,197+289,
198+191, 199+446,
200+030,200+030
200+716,201+535,202+
123, 205+776,206+418
Impact caused by
Mobilization heavy
Sta:
195+289,200+030
Impact caused by
Mobilization heavy
Sta:
Section VI
STA 193+450 s/d STA
207+900
V-69
109518,113+625,114+805 127+350,128+286
116+116,116+950,117+53 128+550,129+122
2
Increased ARI patients
EIA
139+389,139+806
140+860,142+736
144+800,147+363
149+711,153+453
154+250,155+480
158+888
land preparation activities, land preparation activities, land preparation activities,
embankment),
Sta
embankment), Sta 91+552 embankment), Sta
126+122 (Gas) 127+212 130+901 (Gas) PLN
(PDAM) Sta 103+421
(Gas) PLN
(Gas) PLN
Dampak ini terjadi akibat Caused by clearing and
land preparation activities, land preparation activities,
keg. penyiapan tanah
dasar dan pembersihan
embankment),
lahan pada jembatan lama embankment),
yang menghubungkan
antara dua village.
The impact of derivatives The impact of derivatives The impact of derivatives
decreasing cleanliness
environment, the
environment, the
environment, the
occurrence of puddle of
water due constraints on water due constraints on water due constraints on
river flow and
river flow and
river flow and
improvement dust levels
due to construction of toll due to construction of toll due to construction of toll
roads
roads
roads
(Sta. 92+600-92+850,
Sta 129+950-130+000
Sta 122+450-122+600
Sta 98+700-98+800,
Sta 131+400-131+500
Sta
123+550-123+700
Sta 104+550-104+900,
Sta 132+050-132+150
Sta 126+300-126+650
Sta 113+700-113+800,
Sta 132+300-132+450
Sta 116+800-116+900)
Sta 132+600-132+700
Sta 136+700-136+900
Sta 149+800-149+950
172+651,173+612
176+655,177+488
201+535,202+123
205+776, 206+418
embankment), PLN
land
preparation
activities,
earthwork
(excavation
/
embankment),
158+450-1 77+350
embankment),
near
school
158+450-1 77+350
The impact of derivatives
environment, the
water due constraints on
river flow and
due to construction of toll
roads
Sta 180+300-180+500
Sta 187+000-187+400
Sta 188+200-188+550
Sta 188+700-189+000
189+800-190+200
embankment),
Gas :
Sta 196+496 dan 202+255
embankment),
near
mosque
The impact of derivatives
environment, the
water due constraints on
river flow and
due to construction of toll
roads
Sta 194+700-194+600
Sta 198+000-198+050
Sta 199+000-199+250
Sta 199+900-200*000
Sta 200+200-200+400
Sta 200+600-201+200
Sta 201+400-201+500
Sta 202+400-202+550
Sta 205+800-205+850
Sta 206+850-207+000
V-70
Table V.27
Type of Impact
Ringkasan Jenis Dampak Yang Timbul Pada Tahap Pasca Konstruksi Di Setiap Section Sepanjang Trase Jalan Tol
Section I
STA 91+500 s/d STA
188+550
Section II
STA 118+550 s/d STA
129+750
Section III
STA 129+750 s/d STA
158+450
Section IV
STA 158+450 s/d STA
177+350
Section V
STA 177+350 s/d STA
193+450
Section VI
STA 193+450 s/d STA
207+900
Impact caused by
Operation and
maintenance of toll roads
Cikampek-Palimanan
Sta 194+700-194+800
Sta 198+000-198+050
Sta 199+000-199+250
Sta 199+900-200+000
Sta 200+200-200+400
Sta 200+500-201 +200
Sta 201 +400-201 +500
Sta 202+400-202+550
Sta 205+800-205+850
Sta 206+850-207+000
Impact caused by
Operation and
Cikampek-Palimanan
Sta 194+700-1 94+800
Sta 198+000-198+050
Sta 199+000-199+250
Sta 199+900-200+000
Sta 200+200-200+400
Sta 200+600-201 +200
Sta 201 +400-201 +500
Sta 202+400-202+550
Sta 205+800-205+650
Sta 206+850-207+000
Impact caused by
Operation and
Reduced Air Quality
Impact caused by
Operation and
Cikampek-Palimanan
(Sta. 92+500-92+850,
Sta 98+700-98+800,
Sta 104+550-104+900,
Sta 11 3+700-1 13+800,
Sta 11 6+800-1 16+900)
Impact caused by
Operation and
Cikampek-Palimanan
Sta 122+450-1 22+600
Sta 123+550-123+700
Sta 126+300-126+650
Impact caused by
Operation and
Cikampek-Palimanan
Sta 129+950-130+000
Sta 131+400-131+500
Sta 132+050-1 32+1 50
Sta 132+300-1 32+450
Sta 132+600-1 32+700
Sta 136+700-136+900
Sta 149+800-149+950
158+450-1 77+350
Impact caused by
Operation and
Cikampek-Palimanan
Sta 180+300-1 80+600
Sta 187+000-1 87+400
Sta 188+200-188+550
Sta 188+700-1 89+000
189+800-190+200
Increased Noise
Impact caused by
Operation and
Cikampek-Palimanan
(Sta. 92+600-92+850,
Sta 98+700-98+800,
Sta 104+550-104+900,
Sta 11 3+700-1 13+800,
Sta 11 6+800-1 16+900)
Impact caused by
Operation and
Cikampek-Palimanan
Sta 122+450-122+600
Sta 123+550-1 23+700
Sta 126+300-1 26+650
Impact caused by
Operation and
Cikampek-Palimanan
Sta 129+950-130+000
Sta 131+400-131+500
Sta 132+050-1 32+1 50
Sta 132+300-132+450
Sta 132+600-1 32+700
Sta 136+700-136+900
Sta 149+800-149+950
158+450-1 77+350
Impact caused by
Operation and
Cikampek-Palimanan
.Sta 180+300-1 80+600
Sta 187+000-187+400
Sta 188+200-1 88+550
Sta 188+700-1 89+000
189+800-190+200
Increased Employment
Opportunity
Impact caused by
Operation of toll roads
Impact caused by
Operation and
Impact caused by
Operation and
Impact caused by
Operation and
Impact caused by
Operation and
EIA
V-71
Type of Impact
Section I
STA 91+500 s/d STA
188+550
Section II
STA 118+550 s/d STA
129+750
Section III
STA 129+750 s/d STA
158+450
Section IV
STA 158+450 s/d STA
177+350
Section V
STA 177+350 s/d STA
193+450
Section VI
STA 193+450 s/d STA
207+900
Social Kinship Disruption
Impact caused by
Operation and
Sta : (Sta. 92+60092+850, Sta 98+70098+800, Sta 104+550-1
04+900, Sta 11 3+700-1
13+800, Sta 11 6+800-1
16+QOO)
Impact caused by
Operation and
Sta : Sta 122+450-122^00
Sta 123+550-1 23+700
Sta 126+300-126+650
Impact caused by
Operation and
158+450-1 77+350
Sta : Sta 129+950-1
30+000 Sta 131 +400-1 31
+500 Sta 132+050-1 32+1
50 Sta 132+300-1 32+450
Sta 132+600-1 32+700
Sta 136+700-1 36+900
Sta 149+800-149+950
Impact caused by
Operation and
Sta : .Sta 180+300-1
80+600 Sta 187+000187+400 Sta 188+200-1
88+550 Sta 1 88+700189+000
189+800-1 90+200
Impact caused by
Operation and
Sta : Sta 194+700-1
94+800 Sta 198+000-1
98+050 Sta 199+000199+250 Sta 199+900200+000 Sta 200+200200+400 Sta 200-^00-201
+200 Sta 201+400201+500 Sta 202+400202+550 Sta 205+800205+850 Sta 206+850207+000
Changing of Public
Perception
Impact caused by
Impact caused by
Impact caused by
Impact caused by
Impact caused by
Impact caused by
Traffic Accidents
Impact caused by
.
Impact caused by
Impact caused by
Impact caused by
Impact caused by
Impact caused by
Impact caused by
1C Palimanan, due to 1C
Diamond shape using fly
over on arterial road
Cirebon-Bandung
Impact caused by
1C Palimanan, due to 1C
Diamond shape U turn on
arterial road CirebonBandung
Traffic Disruptions
EIA
V-72

TABLE OF CONTENTS - Indonesia Infrastructure Finance

Transcription

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