(3) Container Yard Planning And Container Cargo Handling . - JICA

MASTER PLAN STUDY ON PORT DEVELOPMENT AND LOGISTICSIN GREATER JAKARTA METROPOLITAN AREA (JICA)FINAL REPORTReclamation works will be carried out by filling material such as quarry run and rubble stonestaken from the quarry around the project sites. The infill materials will be transported by dump trucksfrom the existing quarry near the project site. The infill material should be filled from the existing seabed up to 2.0 m from CDL. Average thickness of reclamation will be 6 to 7 m. The estimated volumefor respective phases is shown in the Table below. Average elevation of the planned yard afterpavement will be 3.5 m (MSL 3.0m).Table 5.1.2-17Reclamation Volume (m3) by Phases at North Kalibaru DevelopmentContainer BerthsEast outer Road areaOil berth areaBulk Terminal areaTotal (m3)Phase 13,760,0003,760,000770,0008,290,000Phase 215,605,500Phase ource: JICA Study TeamSoil ImprovementThe soil improvement for the reclamation area is considered necessary. Tentatively the PVDMethod is considered at the foundation of stock yard, terminal inner roads and building areas. Thismethod is one of the most practical methods of compaction for granular material, howeverspecification of compaction and infill material shall be decided after practicing a series ofexperimental works.During the reclamation works, the silt protector shall be placed in the water area in order toprevent the proliferation of water pollution.(5)Yard Pavement and Drainage in new terminal areaPavementBased on the operation plan of the container terminal, the pavement type to be adopted for theusage of respective areas are selected with drainage system as shown in Table 5.1.2-18 for pavementtype and Table 5.1.2-20 for drainage system.Table 5.1.2-18Area ParticularsCritical Wheel Load for Pavement DesignContainer Terminal AreaAccess / ServiceRoadBerth / ApronRoad wayStandard Truck Forklift Truck(H20-44)(25 tf)Stock YardRTGpassage wayStock yardRTG (40ft)Reach stacker(45 tf)Critical WheelLoad TypeCritical WheelLoad (ton)Standard Truck(H20-44)8.08.012.8408.1Pavement TypeConcreteConcreteConcretePC slabInter-lockingBlockPC Slab: Pre-stressed concrete block slab.Special provision of pre-stressed concrete block slab pavement is adopted for the track ofRubber Tired Gantry crane (RTG) to support 40 tf/wheel.The pavement of the parking lots and empty container storage areas for container terminal willbe by interlocking concrete blocks.5-49

MASTER PLAN STUDY ON PORT DEVELOPMENT AND LOGISTICSIN GREATER JAKARTA METROPOLITAN AREA (JICA)FINAL REPORTThe designs of the pavement for Container Terminal are shown in Table 5.1.2-19. InterlockingConcrete Block (ICB) is recently popular for container terminals on reclaimed area because of easyrepair of damages without any special equipment.Table 5.1.2-19 Pavement Structures for Container TerminalPavement TypeInterlocking Concrete Brock(ICB)Terminal AreaTruck PassageEmpty Container YardContainer Freight StationMaintenance ShopContainer Repair ShopOpen AreaAdministration BuildingContainer Stacking AreaRTG Transfer LaneContainer Washing AreaRTG Anchoring AreaContainer GateAsphalt ConcreteRC Concrete Block AsphaltRC ConcreteDesign LoadContainer Trailer TruckContainer Trailer TruckReach StackerForkliftNormal VehicleContainer (4 tiers)Rubber Tyred Gantry CraneReach StackerForkliftSource: JICA Study TeamDrainageSelection of the drainage type and relevant coefficient for drainage design of the containerterminal are summarized in the following table:Table 5.1.2-20Service RoadDrain TypeConcentration time forSurface Water: Tc (min)Coefficient of Runoff : CDrainage DesignContainer YardContainer StockOpen Stock YardYardL-Type Curb withGutter with Catch Gutter with CatchU-TypeCatchDitch - Concrete Basin - Concrete Basin - ConcreteBasin - ConcretePipePipePipePipe55550.950.90.90.9Source: JICA Study TeamThe drainage system for the storm water on the container terminal and the access road in theterminal is considered to evacuate the storm water into the sea/lake by drainage.There is an outlet of the small outflow of city drainage on the opposite side of the new terminalarea, so the diversion drainage is considered to discharge the storm water.(6)1)Road in Terminal DevelopmentAccess Road between Kalibaru Terminal and New TerminalThe construction of the access road to the new container terminal at North Kalibaru is one ofthe essential components of the urgent project. The access road is planned by extending from theKalibaru Terminal by bridge on the sea water area to the west end of the reclaimed land of NorthKalibaru. This access road construction shall be implemented at the same time as parts of the newterminal development works.For the Phase 2 development, the access road is planned along the coastal area to connect fromthe North Kalibaru terminal to Tarmajaya in the Bekasi region through DKI Marunda terminal and5-50

MASTER PLAN STUDY ON PORT DEVELOPMENT AND LOGISTICSIN GREATER JAKARTA METROPOLITAN AREA (JICA)FINAL REPORTMarunda Center terminal. This planned access road will function mainly as port oriented trafficservices road by connecting from the Tanjung Priok Terminal to Karawan Industrial Region in thewest Jakarta directly.The detailed planning and design of access road structure are described in Chapter 5.3“Access Road Development”.2)Terminal inner RoadThe terminal related traffic from the western regions mainly enters in and exits from the portarea through the exclusive gate of a new container terminal, which is planned at the western end of theterminal yard, where the access road from Kalibaru Terminal area will be joined.The new Kalibaru terminal is expected to handle container volume of about 1.9 mil TEU byPhase 1. The inner road of the new terminal is planned to have 3 lanes (2 lanes for through traffic and1 lane for gate queue) surrounding the reclaimed land.The terminal inner road is planned to have 12 m width for 3 lanes and concrete pavement(t 20cm) with gravel coarse foundation (t 30cm) to sustain the standard truck’s (H22-44) wheel loadof 8.0 ton/wheel. The road is planned to be constructed between the revetment wall and edge ofcontainer yards on the east and west sides; the length of the roads will be 600 m on the east and westsides and 1,320m on the north side.(7)1)Utility Supply and BuildingsUtility SupplyWater SupplyThe following volume of water demand for a new container terminal at North Kalibaru inTanjung Priok Terminal will be required.The water supply to the vessels, fire fighting and buildings are considered as the same scale asa similar container terminal. The outdoor-hydrant boxes are installed in the Maintenance Shop andCFS. The indoor-hydrant boxes are provided for the other buildings. The water pipes in the terminalarea will be connected with the main water line near the project site.Water supply system included in the Project will consist of water reservoir, pump house,elevated water tank and distribution system for general purpose of the office, ship, hydrant, and firefighting inside the port area.The water source should be taken from the main supply line of the public water of the WaterSupply Works Department of the DKI. The water supply pits and pipeline along the berth of the newterminal will be provided to supply water to ships.5-51

MASTER PLAN STUDY ON PORT DEVELOPMENT AND LOGISTICSIN GREATER JAKARTA METROPOLITAN AREA (JICA)FINAL REPORTTable 5.1.2-21 Requirement of Water Supply for New Port Facility AreaDemand1) Domestic Consumption1-1) Average Domestic Consumption per Capita1-2) Maximum Daily Consumption1-3) Losses2) Ship Supply2-1) 2% of Full Tank for average 10,000 GWT Vessel3) Fire Fighting3-1) Maximum ReserveDesign100 l/day 30 %10 %200 tons/call200 tons/daySource: JICA Study TeamMinimum pressure at the farthest supply point should be 50 psi for the domestic demand andship supply, while much higher pressure of 65 psi should be provided for fire fighting.Power SupplyElectric power demand for the container terminal is summarized in Table 5.1.2-22.The electric power requirement of the Tanjung Priok Terminal will be supplied from theNational Electric Cooperation (PLN). A standby generator set for emergency purpose of the office usein the port will be installed.Table 5.1.2-22 Requirement of Power Supply at New Port Facility AreaDemand SourceDesign Values1,000 KVA (demand)4.16 KV, 3 Φ6 KW440 V, 3 Φ230 V, 3 Φ230 V, 3 Φ15 MVAGantry Cranes per UnitReefer Container per UnitLightingOthersTOTAL DEMANDSource: JICA Study TeamEnvironmental Treatment FacilitiesThe following environmental treatment facilities will be provided for the new containerterminal at North Kalibaru.-Drainage/sewerage outfall facilitiesSolid wastes management facilitiesBallast and Bilge Waste Treatment SystemDrainage/sewage outfall facilitiesThe septic tanks as sewerage facilities will be provided at each building and water thereof willflow out through the drainage pipes. Drainage facilities are provided together with the pavementworks.Solid waste management facilitiesFor the solid wastes management facilities, necessary number of garbage bins are provided andinstalled inside the port area and the port management office will make an arrangement with garbagecollection companies to collect such garbage and take it to the specified garbage dumping site.Ballast Bilge Waste Treatment System5-52

MASTER PLAN STUDY ON PORT DEVELOPMENT AND LOGISTICSIN GREATER JAKARTA METROPOLITAN AREA (JICA)FINAL REPORTThe “International Agreement for the Prevention of the Sea Water Pollution with Oil came intothe Oil of Ship” was enforced in 1990 as domestic law in Indonesia.This oil treatment plant accepts wasted oil (mainly ballast water and bilge water) directly fromsmaller coastal service tankers or oil barges.The proposed ballast and bilge water treatment plant by this master plan is aimed at mitigationpotential ship related oil pollution due to indiscriminate disposal of ship based oily waste into portwaters. It is noted that the port water is visibly polluted with floating oil, which is an aestheticnuisance in addition to a water pollution issue.This is considered as the very first step in controlling potential pollution due to port relatedactivities. Moreover, the provision of ballast and bilge waste treatment by the port is to meet its legalobligation as mandated by the DENR Administration Order No.34 (Water Quality CriteriaAmendment Section 68 and 69 issued in 1990).A bilge water disposal plant, if established, will employ a biological processing whereactivated sludge by mechanical aeration will accelerate the digestion of organic substances in the bilgewater. A bilge water (sewage) disposal plant, effluent from which must comply with the decree putdown by Indonesia national laws, will be considered.2)Building worksAll the buildings inside the container terminal, car terminal, passenger terminal andmultipurpose berth will be designed in conformity with relevant national codes and standards, such asNational Structural Code for Buildings, National Plumbing Code of the Indonesia, Indonesia ElectricalCode, Fire Code of the Indonesia, etc. Requirements of the floor area for each building and othercriteria are described here.Required Area of Buildings for the ProjectThe required floor area of buildings is summarized in the following table.Table 5.1.2-23Office and Building Floor Area Requirement (m2)BuildingsContainer Terminal BuildingContainer Freight StationContainer Terminal GateMaintenance & Repair ShopPower Generator House/SubstationWater Supply ReservoirSecurity OfficeContainer Inspection AreaFloor Area3,500/2 berths1,500/2 berths1,000/2 berths600/2 berths300/ 2 berths400/2 berths270/2 berthsStructureRCSteelRC & SteelSteelRCRCRCRC & SteelSource: JICA Study Team(8)Security System Facilities,The security system facilities are designed so as to satisfactorily comply with SOLASamendments and ISPS Code which entered into force on 1st July 2004.The cargo container X-ray inspection system, CCTV system, gate control and fences areconsidered to meet the requirements of SOLAS and ISPS code. These facilities should be provided inthe junction area (about 50 m width x 600m long) with off shore access bridge from the Kalibaru portat the west end of the terminal area.The large-size X-ray digital radiography is used to inspect the cargoes inside a full containersitting on their trailers. The X-ray equipment is fixed in a building to shield the radiation.5-53

MASTER PLAN STUDY ON PORT DEVELOPMENT AND LOGISTICSIN GREATER JAKARTA METROPOLITAN AREA (JICA)FINAL REPORTThe fences around the terminal area should be 8 feet high ( 2.44m) based on the requirementsof SOLAS and ISPS.5.1.3New Container Terminal Development at Cilamaya SiteChannel and Turning Basin Development(1)Nautical and Operational Aspects of the candidate site of new terminal1)The near-shore waves off the planned new terminal are comparatively mild throughout the year.The predominant waves to the shore at Cilamaya / Ciparage are from the north-east direction.The currents in and along the coast of planned area are rather weak, resulting in no significantmaneuvering problem for incoming/outgoing ships.The seabed is very gentle slope and the contour lines are mostly parallel to the beach. Theshore is stable, in which erosion and sedimentation are not observed. Distances from shoreline to -10m and -15 m depth are about 5 km and 10 km respectively. Seabed slope is about 1/500 up to about-10 m depth contour line, and between -10 m to -15 m, seabed slope is 1/1000. The area is muddybeach and seabed deposits are mud and fine particles.Wave conditions at the site are summarized as follows;-The wave from west is sheltered geographicallyN & E waves directly approach to the planned terminal areaPercentage of predominant wave height:-95.9 % of the waves at -10m depth is less than 0.5 m heightThe oil rig platforms are observed in the off shore area in front of the candidate site of theCilamaya terminal.According to PERTAMINA, the area concerned is called “Off Shore North West Java (ONWJ).These oil rigs in ONWJ are owned and operated by PERTAMINA. They had developed oil and gasexploration by building the oil rig platforms and installed 20” to 24” submerged pipe lines to connectbetween the oil rigs at a depth of more than 20m (although some pipelines are installed at depths ofless than 15 m along the coast from Bekasi to Indramayu as shown in the Figure 5.1.3-1.).5-54

MASTER PLAN STUDY ON PORT DEVELOPMENT AND LOGISTICSIN GREATER JAKARTA METROPOLITAN AREA (JICA)FINAL REPORTBPAVONWJAVSABIMAZUAPNPMXMQTANGERANGTj. PriokJAKARTAARJUNAMR LLMMMB LKLXBBZZKLYKKLKNA FOXMAXAXDXBINDRAMAYUGGCIREBONSource: JICA Study TeamFigure 5.1.3-1 Field Location of Pertamina EP Oil Rig Platform at North Coast of West JawaThe gas from Cilamaya is supplied to PLTGU Muara Tawar Power plant by pipeline. The areawhere submerged pipelines are installed can not be used as an anchorage of ships.According to DINAS PERIKANAN, KELANTAN PETERNAKAN, Kabupaten, Karawang(Karawang Branch Office of Marine Affairs and Fisheries), the irregular shallower parts in front of theplanned breakwater of the new container terminal as indicated on the bathymetric survey charts is thecoral reef.They supported the development of a new container terminal in Ciparagi area, however theyrequested that such off shore facilities be developed at the west side of the Ciparagi River since theprovincial government plans to develop this coral reef area as a tourist spot.Regarding shoreline changes in this area, the southeastern portion of Muara Ciparage shows anobvious backward shoreline change (1940 1993: -130 -380 m). The yearly rate of shoreline changeis estimated at around -3 -7 m/year. No significant erosion was seen in this area for the period 1993 2009 probably due to protection works.According to the shoreline change around the small jetty in the Fish Landing Site at MuaraCiparage, it is estimated that the predominant direction of the sediment transport is from west to eastin this coastal area.2)Planning Criteria for Channel/Basin Improvement.Considering the local conditions of coastal development at Cilamaya area by PERTAMINA oilrig platform and existence of coral reef along the east side of this coast, the alignment of the accesschannel from the Jawa Sea has been planned to avoid interference with theworking platform of oil /gasexploration and coral reef area (see Figure 4.9.5). The distance to the sea bed depth of -16m from thecoast is around 9-10 km. The detailed bathymetric survey at the site shall be carried out for detaileddesign of the channel planning.The access channel depth is dredged to -15.5m, CDL (MSL -16.0m).5-55

MASTER PLAN STUDY ON PORT DEVELOPMENT AND LOGISTICSIN GREATER JAKARTA METROPOLITAN AREA (JICA)FINAL REPORTTo receive the design size of vessel the shallow parts less than 16m depth 5-6 km from the newterminal must be dredged to -15.5m. The total length of the access channel is estimated at around 47km from the entrance of the new terminal.The expected maximum ship size to call the Port is set as Post-Panamax. To receive this size ofvessel the basic space requirements of the navigation channel and basin will be determined as follows.Table 5.1.3-1Objective Ship Size for planning Access ChannelObjective Container Ship Size87,545DWT, D 14.0m, LOA 318m,B 40.06mD 15.5m, W 310mD 15.5m, W 640mD 15.5m, L 360mDepth and Width of ChannelDepth and Width of Turning BasinDepth of Berth and LengthSource: JICA Study TeamTo allow two-way traffic of 87,000 GT vessels the new access navigation channel is set at 310m in width and 15.5 m in depth. The channel width meets international standards and the water depthrequirements are reasonable. The turning circle is planned to be two times LOA (640 m) in diameterand have a depth of -15.5m.3)Proposed Scope of Channel ImprovementDredging Requirements for Navigation ChannelThe dredging requirement is estimated by superimposing the proposed channel/basinimprovement plan o

1) Layout Plan of Container Terminal Planned layout of the new container terminal at North Kalibaru phaseⅠis shown in Figure 5.1.2-10 and Figure 5.1.2-11, which consists of construction of 1,200m length of quays, 12 quay cranes and 8,208 ground slots. The concept of terminal layout is to be used in terms of 2 berths (300m*2) by one terminal