GeelongPort

Lascelles Precinct

1 2 3 4 1 2 3 4 5

Lascelles Wharf

1. Berth No.1

Primary cargo: Bulk clinker, sulphuric acid and fertiliser

Attributes

  • Dredged Depth: 12.3m
  • LOA Range (No.1 Berth): 190m – 200m
  • Maximum Axle Load: 14.4 tonnes
  • Apron Width: 31m (to No.1 Shed)
  • Construction Date: 1967

Wharf Construction Type

  • Reinforced concrete deck with concrete superstructure, supported on concrete piles

Berthing and Mooring Structure Type

  • Timber-piled spring fendering with rubber cylindrical fenders
  • Mooring dolphin with steel piles and concrete dolphin cap
  • Wharf-mounted bollards

2. Berth No.2

Primary cargo: Fertiliser and phosphate rock

Attributes

  • Dredged Depth: 12.3m
  • LOA Range (No.1 Berth): 190 – 200m
  • Maximum Axle Load: 14.4 tonnes
  • Apron Width: 15.4m (to wharf conveyor)
  • Construction Date: 1953 (widened 1957)

Wharf Construction Type

  • Reinforced concrete deck with timber superstructure, supported on timber piles

Berthing and Mooring Structure Type

  • Timber-piled spring fendering with rubber cylindrical fenders
  • Wharf-mounted bollards

3. Berth No.3

Primary cargo: Calcite, fertiliser, livestock, grain and project cargo

Attributes

  • Dredged Depth: 12.3m
  • LOA Range (No.1 Berth): 190m – 200m
  • Maximum Axle Load:
    • 23.6 tonnes (Normal Duty)
    • 53 tonnes (Heavy Duty – southern 60m of berth)
  • Apron Width: 15.4m (to wharf conveyor)
  • Construction Date: 1983

Wharf Construction Type

  • Reinforced concrete deck over earth fill

Berthing and Mooring Structure Type

  • Rubber Seibu fenders
  • Land-based mooring point to the north of berth
  • Wharf-mounted bollards

Fixed Plant

  • Self-Unloading Vessel Hopper: 3,000 tph
  • WCI-1 Wharf Conveyor (Reversible): 3,000 tph
  • CI-1 Wharf Conveyor 3,000 tph
  • CI-2 Rising Conveyor (to No.2 Shed): 3,000 tph
  • CV-1 Rising Conveyor (to No.1 Shed): 1,200 tph

4. Shed No.1

Primary cargo: Phosphate rock

Attributes

  • Overall Dimensions: 171m x 53m
  • Floor Area: 9,060 m2
  • Maximum Ext. Height: 22.1m
  • Stockpile Height: 14.8m (max)
  • Bays: 3
  • Nominal Capacity:
    • 61,500 m3
    • 80,000t (@1.3t/m3)

Shed Construction

  • Steel frame, steel cladding, asphalt floor

Fixed Plant

  • CV-2 Ridge Conveyor: 1,200 tph
  • CV-3 Reclaim Conveyor: 300 tph
  • Dust Collectors

Doors

  • North Wall: 4.5m H x 4.5m W
  • East Wall: 4.5m H x 4.5m W

5. Shed No.2

Primary cargo: Bulk materials

Attributes

  • Overall Dimensions: 155m x 45m
  • Floor Area: 6,900 m2
  • Maximum Ext. Height: 22.5m
  • Stockpile Height: 12.0m (max)
  • Bays: 3
  • Nominal Capacity:
    • 31,250 m3
    • 50,000t (@1.6t/m3)
    • [20,000/15,000/20,000]

Shed Construction

  • Steel frame, steel cladding, segmental pavement floor

Fixed Plant

  • CI-3 Ridge Conveyor: 3,000 tph
  • Outloading via batch-weighed truck loader
  • Dust Collectors

Mobile Hoppers  (2 No.) – Rail Mounted

  • Nominal Capacity: 40m3

Lascelles Wharf Supporting Infrastructure

  • Stormwater reticulation and sediment pits
  • Sewer Reticulation and pumping stations
  • Water Reticulation, including pipework, hydrants, hydrant boosters and backflow prevention devices
  • Electrical reticulation including substations, switchboard, HV and LV cabling and lighting
  • Copper and OF data and communications cabling
  • Security fencing and gates
  • Workshops, amenities and office buildings
  • Access walkways and handrail
  • Seawalls and Revetments
  • Carparks

Refinery Pier

1. No.1 Berth and Approach / 2. No.2 Berth and Approach

Primary cargo: Petroleum Products (light fuel)

Attributes

  • Dredged Depth: 12.3m
  • LOA Range (No.1 Berth): 101m – 204m
  • LOA Range (No.2 Berth): 153m – 204m
  • Maximum Axle Load: 11.2 tonnes
  • Length
    • Approach: 185m
    • Pier-head: 37m
  • Construction Date: 1957

Jetty Construction

  • Reinforced concrete deck with steel superstructure, supported on timber piles

Berthing and Mooring Structures

  • 4 mooring dolphins (2 shared with No.2 Berth)
  • 3 berthing dolphins with rubber cone fenders

3. No.3 Berth and Approach / 4. No.4 Berth and Approach

Primary cargo

  • No.3 Berth: Bitumen, AvGas and bulk chemical
  • No.4 Berth: Crude

Attributes

  • Dredged Depth: 12.3m
  • LOA Range (No.3 Berth): 180m – 245m
  • LOA Range (No.4 Berth): 230m – 265m
  • Maximum Axle Load: 11.2 tonnes
  • Length
    • Approach: 409m
    • Pier-head: 37m
  • Construction Date: 1962

Jetty Construction

  • Reinforced concrete deck with steel superstructure, supported on timber piles

Berthing and Mooring Structures

  • 4 mooring dolphins (2 shared with No.1 Berth)
  • 2 berthing dolphins with rubber cone fenders

Refinery Pier Supporting Infrastructure

  • Sewer Reticulation and Holding Tanks
  • Water Reticulation, including hydrants, eye wash stations and backflow prevention devices
  • Electrical reticulation, including switchboard, LV cabling and lighting
  • Security fencing
  • Amenities building
  • Access walkways and handrail