Western Treatment Plant inputs and discharges
- Raw sewage monitoring
- Licence compliance
- Annual and average daily discharges for 2005/06
- Annual discharge to Port Phillip Bay
- Annual nitrogen load to Port Phillip Bay
Raw sewage monitoring
(All data in mg/L unless otherwise indicated)
| Parameter (unit) | 2004/05 Median | 90th Percentile | Maximum |
|---|---|---|---|
| Flow (ML/day) | 448 | 499 | 791 |
| BOD5 | 400 | 530 | 780 |
| Suspended Solids | 380 | 470 | 850 |
| Ammonia as N | 33 | 37 | 41 |
| Total Nitrogen | 60 | 68 | 90 |
| Total Phosphorus | 11 | 13 | 17 |
| Colour (Pt/Co units) | 85 | 118 | 120 |
| Anionic Surfactants | 4.6 | 7 | 10 |
| Silicate | 13 | 14 | 14 |
| Electrical Conductivity (µS/cm) | 1,800 | 1,900 | 7,600 |
| TDS | 950 | 1000 | 1400 |
| Cadmium | 0.00065 | 0.0016 | 0.0022 |
| Chromium | 0.034 | 0.048 | 0.12 |
| Copper | 0.12 | 0.14 | 0.14 |
| Lead | 0.009 | 0.012 | 0.018 |
| Mercury | 0.0002 | 0.00048 | 0.0006 |
| Nickel | 0.025 | 0.045 | 0.082 |
| Zinc | 0.17 | 0.19 | 0.29 |
| pH (pH units) | 7.3 | 7.6 | 8.5 |
| Benzene | 0.0005 | 0.0019 | 0.002 |
| Toluene | 0.0025 | 0.0048 | 0.008 |
| Total Phenols | 0.44 | 0.66 | 0.73 |
| Total PAHs | 0.0045 | 0.0089 | 0.014 |
Licence compliance
The following tables show the plant’s compliance performance. Plant wide limits for all discharge parameters in the licence are based on a flow weighted average calculated using the formula:
Conditions of the EPA Victoria discharge licence outline the performance limits for effluent discharged to Port Phillip Bay via the four discharge points at the Western Treatment Plant.
The licence states that compliance with all licence parameter limits are to be calculated on a flow-weighted basis.
There is a plant wide limit of 700 million litres a day averaged over the year. The Western Treatment Plant complied with licence waste discharge limits for all parameters.
Annual and average daily discharges for 2005/06
| Outlet | Total Flow (ML) | Average Daily Flow (ML) |
|---|---|---|
| 15East | 78,736 | 216 |
| 145West | 29,648 | 81 |
| Lake Borrie | 13,287 | 36 |
| Muirtcam Main Drain | 1,145 | 3 |
| Total | 122,816 | 336 |
Annual discharge to Port Phillip Bay
The treatment plant’s performance against the EPA licence limits for 2005/06 shown below shows that the Western Treatment Plant complied with the effluent discharge limits for all parameters. The results for 2005/06 are shown below:
(All data in mg/L unless otherwise indicated)
| Parameter | Median | 75th Percentile | 90th Percentile | Maximum | ||||
|---|---|---|---|---|---|---|---|---|
| Limit | Result | Limit | Result | Limit | Result | Limit | Result | |
| CBOD5 | 10 | 2.6 | 20 | 5.8 | 7.3 | |||
| Suspended Solids | 30 | 22 | 60 | 46 | 54 | |||
| Ammonia as N | 10 | 4.5 | 11 | 30 | 14 | |||
| Total Phosphorus | 8.8 | 15 | 10 | 11 | ||||
| Colour (Pt/Co units) | 200 | 47 | 400 | 55 | 61 | |||
| Anionic Surfactants | 0.2 | 0.8 | 0.29 | 1 | 0.4 | |||
| Cadmium | 0.0011 | 0.00017 | 0.00019 | 0.005 | 0.00019 | |||
| Chromium | 0.04 | 0.0061 | 0.0071 | 0.1 | 0.0073 | |||
| Copper | 0.028 | 0.0087 | 0.0089 | 0.1 | 0.0091 | |||
| Lead | 0.015 | 0.0034 | 0.0039 | 0.06 | 0.0045 | |||
| Mercury | 0.0004 | 0.000096 | 0.00011 | 0.001 | 0.00012 | |||
| Nickel | 0.029 | 0.019 | 0.02 | 0.06 | 0.021 | |||
| Zinc | 0.06 | 0.025 | 0.026 | 0.2 | 0.03 | |||
| Benzene | 0.005 | 0.0005 | 0.0005 | 0.01 | 0.0005 | |||
| Toluene | 0.005 | 0.0005 | 0.0005 | 0.01 | 0.00052 | |||
| Total Phenols | 0.04 | 0.0081 | 0.0092 | 0.08 | 0.0098 | |||
| Total PAHs | 0.0004 | 0.000086 | 0.00009 | 0.0008 | 0.000093 | |||
Annual nitrogen load to Port Phillip Bay
The nitrogen output from the Western Treatment Plant was 1,969 tonnes per annum for 2005/06. The annual loads for the last three years are shown in the following table, which demonstrates that Melbourne Water has complied with the maximum target of 3100 tonnes per annum.
| Year | 2005/06 | 2004/05 | 2003/04 | 3 Year Average | EIP Target January 2005 |
|---|---|---|---|---|---|
| Total N Load (tonnes/annum) | 1969 | 2713 | 2769 | 2484 | 3100 |
Dioxins and furans
Melbourne Water monitors polychlorinated dibenzo dioxins and furans (PCDD/F), as toxic equivalents of 2,3,7,8 tetrochloro-dibenzo-p-dioxin. Sampling of PCDD/F is carried out at the 15 East Outlet in the month of January, 145 West outlet in April, Lake Borrie outlet in July and Murtcaim Outlet in October each year. The raw sewage is sampled for PCDD/F each time an outlet is sampled (i.e. 4 times a year).
The toxic equivalent (TEQ) is calculated for each sample using the World Health Organisation’s toxic equivalency factors (WHO98-TEQ) method and is represented in the following table.. Results for preceding years are also presented for comparison.
| SITE | WHO98-TEQ - Excluding LOD Values | WHO98-TEQ - Including Half LOD Values | ||||
|---|---|---|---|---|---|---|
| 2005/06 | 2004/05 | 2003/04 | 2005/06 | 2004/05 | 2003/04 | |
| Lake Borrie (July) | 1 | 16 | 7.1 | 5.3 | 16 | 11 |
| Murtcaim (October) | 0.59 | 0.08 | 0.64 | 4.3 | 2 | 2.3 |
| 15E (January) | 0.007 | 0.13 | 0.07 | 2.7 | 7 | 1.1 |
| 145W (April) | 0.38 | 0.62 | 7.3 | 2.4 | 3.6 | 9 |
| Raw Sewage (July) | 1.4 | 1.8 | 1.7 | 5 | 3.6 | 3.2 |
| Raw Sewage (October) | 4.2 | 1.5 | 3.9 | 8.6 | 4.1 | 6.9 |
| Raw Sewage (January) | 2.5 | 2.4 | 2.7 | 6.4 | 7.3 | 3.4 |
| Raw Sewage (April) | 24 | 15 | 10 | 24 | 19 | 13 |
Whilst the best techniques available in Australia are used for the testing of dioxins and furans, many of the results are less than the level of detection and the detection limits achieved in the analytical procedures vary, even for a single sample site. Hence it is difficult to make any substantive interpretation of trends in the results.
Bacteriological monitoring
Melbourne Water conducts bacteriological monitoring by collecting a sample of seawater in 60 centimetre depth of water off-shore from Beach Road and 160 South Road every seven days and analysed to determine the concentration of E.coli in the sample. These two points are public access points to Port Phillip Bay within the Western Treatment Plant and outside the designated mixing zones for E.coli.
The State Environment Protection Policy (Waters of Victoria) schedule F6 for the Werribee segment requires the 42 day geometric mean E.coli values to be less than 1000 orgs/100ml. Melbourne Water has calculated the 42 day Geometric mean and 42 day 80th percentile for the E.coli at the two sites.
The maximum of E.coli recorded for each site during 2005/06 was 220 orgs/100ml for both the 160 South Rd and Beach Rd points.
| 42 Day Period Ends | Geometric Mean | 80th percentile | ||
|---|---|---|---|---|
| 160 South Rd | Beach Rd | 160 South Rd | Beach Rd | |
| 19/07/2005 | 4 | 5 | 10 | 34 |
| 30/08/2005 | 1 | 1 | 2 | 0 |
| 11/10/2005 | 2 | 0 | 4 | 0 |
| 22/11/2005 | 15 | 11 | 54 | 42 |
| 3/01/2006 | 3 | 7 | 20 | 10 |
| 14/02/2006 | 9 | 3 | 90 | 6 |
| 28/03/2006 | 2 | 3 | 2 | 12 |
| 9/05/2006 | 3 | 1 | 10 | 2 |
| 21/06/2006 | 3 | 4 | 10 | 10 |
The above results indicate that the two sites within the Werribee segment achieve the State Environment Protection Policy (Waters of Victoria), Schedule F6, Werribee Segment, bacteriological organisms quality objective of <1000 E.coli organisms / 100ml.
Click on the following links for information on Melbourne Water’s:
- Environment Policy (PDF, 57kb)
- Eastern Treatment Plant inputs and discharges
- Rivers and creeks water quality monitoring
- Energy and greenhouse data