Site investigations were carried out to gather further information about ground and environmental conditions ahead of construction. Further surveys may be conducted before certain work begins.
Arborist assessments were carried out on a number of trees along the project alignment. Arborist assessments documented the size and health of trees, their proximity to the project alignment and assessed the potential impact of the project on nearby trees.
The information gathered from the tree assessments informed project planning, including identifying and minimising potential impacts to trees from construction and operation of the new rail line.
Assessments were undertaken in public areas by a team of up to 4 arborists. The studies involved:
We identified a number of properties along the project alignment that have basements. To understand how the project's underground tunnels and stations will integrate with below ground features such as basements, we undertook a visual inspection and 3D laser scan to ensure we fully understood the underground landscape in which the project will be built.
The information gathered through these studies helped inform project designs and proposed construction methodologies.
The investigations involved a surveyor and structural engineer undertaking a visual inspection and 3D laser scanning of basements within buildings located near the proposed alignment.
The visual inspection involved taking photos to help document the existing dimensions and condition of the basement.
The 3D laser scanning involved a surveyor using a handheld device to scan the inside of the basement from various locations to produce a 3D image of the basement and its dimensions.
We undertook cultural heritage investigations to identify any Aboriginal cultural heritage artefacts present in the vicinity of the project.
We worked together with the Office of Aboriginal Affairs Victoria and Traditional Owner Groups to identify areas that required investigation.
The findings from these investigations guided the development of a Cultural Heritage Management Plan, which will recommend measures for the management and protection of Aboriginal cultural heritage.
Works at each location involved:
All sites were restored to their original or similar condition once works were complete.
Just like the landscape above ground has features like hills, rivers and different types of soil, underground Melbourne has its own landscape. This landscape includes a variety of geological conditions such as hard rock, softer rocks and clays, silt deposited by rivers and groundwater.
Geotechnical investigations help us to gain a greater understanding of local geological conditions. The geotechnical drilling program involved drilling approximately 200 boreholes across the project from Kensington to South Yarra.
The ground surface survey is a low-impact activity designed to help us understand the way electrical currents may travel through certain ground conditions. The survey involves laying a 50 to 100m line of metal probes at several locations listed below. The small metal probes will be inserted approximately 5cm into the soil at regular intervals, and will collect data by releasing a low electrical current into the soil. A meter box is set-up to measure the resistance of the electrical current through the ground.
This survey needs to be undertaken in a number of parkland areas across the alignment as the probes cannot be inserted into asphalt. This method is commonly used in public spaces to test soil profile and density.
Groundwater monitoring inspections were conducted at a select number of pre-existing boreholes and at some of our newly established boreholes to determine how construction activities could potentially influence groundwater sources in and around Melbourne.
The groundwater wells were located on both public and private land within 1.5km of the project alignment between Kensington and South Yarra.
Groundwater monitoring is undertaken by a specialist consultant who performs a visual inspection by lifting the lid of the well and taking a photo. Once the lid is replaced, the consultant leaves the property.
Laser scanning helps to determine potential impacts from construction and operation of the new rail line on the existing environment. Laser scanning technology allowed the project to catalogue existing site conditions using photographs taken from a number of viewpoints to build a 3D model of the current environment.
Level settlement monitoring helps us to understand horizontal and vertical ground movements along the alignment during construction.
The data gathered forms a baseline, allowing us to identify if any changes to ground levels have occurred during construction. Level Settlement Monitoring is a standard activity undertaken in advance of any major construction project.
Undertaking this type of monitoring does not mean that we expect ground movement to occur as a result of the project, in fact, a range of mitigation measures are built into construction planning such as grouting, groundwater monitoring and, if necessary, groundwater recharge, to manage any potential ground settlement impacts of the project.
Level settlement monitoring devices used to understand horizontal and vertical ground movements come in 3 types:
The purpose of the studies is to understand existing levels of noise and vibration in the urban environment. This helps us to:
Noise studies are undertaken using 2 different methods:
Loggers are placed on surfaces, such as footpaths, to record vibration events enabling consultants to identify peak vibration levels and measure these against specific events, such as passing trams or traffic. These measurements are recorded at a number of locations for approximately 30 minutes. All assessments are undertaken in public areas with consultants accompanying the equipment at all times.
Noise and vibration studies were also undertaken in the Yarra River to document current underwater noise and vibration levels. These studies helped assess the potential impact of construction activities on aquatic life within the river.
Geophysical testing helps us to understand how vibration travels through the ground so we could plan for and manage future construction impacts during the excavation of major shafts, tunnels and stations; as well as understand potential operational impacts from trains running through the tunnels and stations.
For the first test, we placed geophones (a device that records ground movement) down an existing borehole and generated energy by using a hammer striking a metal plate on the ground continuously over a number of hours.
For the second test, we put compressed air down an existing borehole. Geophones were placed on the ground and record the vibration Peak Particle Velocity (PPV).
This testing needed to take place at night or in the early hours of the morning (between 8pm and 8am) when there were fewer competing sources of vibration such as trams or trains.
Continuous sound wave testing generates vibration at the ground surface. This vibration is measured using 6 geophones (a device that records ground movement) set out along the ground surface (for approximately 5m).
This testing needed to take place at night or in the early hours of the morning (between 7pm and 8am) when there are fewer competing sources of vibration such as trains and vehicles.
Investigations were undertaken to identify the location of underground services in areas along the project alignment. These investigations included 2 activities, preliminary service investigations and trenching activities.
Preliminary service identification involves the use of electronic detection equipment to confirm the location of underground services in the area. Electronic detection is a safe and reliable method for accurately determining the location of underground services.
Crews walk along streets with Electromagnetic Field equipment to locate pipes and cables beneath the surface, and determine the alignment and depth of those services. These investigations will involve lifting the lids of service pits and performing visual inspections.
Trenching activities helps confirm the location of underground services.This activity involves the excavation of narrow trenches in roadways and footpaths in areas along the project alignment.
A team of assessors undertook a range of visual inspections to document the existing conditions of areas along the project alignment. The assessors took photographs to document the current condition of the urban environment..