MARICO Marine NZ Limited WELLINGTON HARBOUR PORT AND ...

Report No: 05NZ104 WELLINGTON HARBOUR
Issue: Issue 1.1 Operational Risk Assessment
Rank
Hazard
Reference
Accident
Category
28 49
18 47
5 54
Contact Berthing
Contact Berthing
Mooring
Breakout
Hazard
Title
&
Area
Affected
Small
Harbour
Ferry
Contact
C, D
Vessel in
Contact
Berthing
C,D
Mooring
Breakout –
Container
C
Existing Risk Control
Harbour Regulator
1.0 Harbour organisation
2.1 Weather and traffic information service
2.3 Incident communications facility
1.0 Harbour organization
2.1 Weather and traffic information service
2.3 Incident communications facility
6.2 Exemption process
1.0 Harbour organization
2.1 Weather and traffic information service
2.3 Incident communications facility
Existing Risk Control
CentrePort
2.1 Key port limiting parameters
2.2 Pilot/master exchange
2.4 Pilot allocation/movement
planning
2.7 Berthing planning
3.1 Marine personnel experience
and expertise
3.2 Marine personnel training
systems
3.3 Marine personnel
management practice
4.1 Tugs
2.2 Pilot/master exchange
2.8 Mooring guidelines
3.1 Marine personnel experience
and expertise
4.1 Tugs
4.4 Storm lines
4.5 Bollard provision
Greater Wellington Regional Council /
CentrePort Ltd Page F12 of F20
Notes
Vessels should not normally be approaching a
wharf at a speed greater than 5 knots due to
Bylaw restrictions on speed within 200 metres
of the shore or structure.
Wharf structures used by RoRo ferries are of
wooden construction, dating back a
considerable time and susceptible to heavy
landing damage.
Wharf structures in many areas are of wooden
construction, dating back a considerable time
and susceptible to heavy landing damage.
There are no berth limiting parameters in terms
of displacement or length.
The pilot/.master exchange includes passing of
information to the master regarding contact
details of Beacon Hill and other agencies in the
event of emergency.