Western Treatment Plant inputs and discharges
Raw sewage monitoring
(All data in mg/L unless otherwise indicated)| Waste Indicator | 2007/2008 | 2006/2007 Median |
2005/2006 Median |
% Change 06/07 - 07/08 |
||
|---|---|---|---|---|---|---|
| Median | 90th %ile | Maximum | ||||
| Flow (ML/d) | 412 | 442 | 693 | 431 | 448 | -4% |
| BOD5 | 460 | 600 | 820 | 430 | 400 | 7% |
| Total Suspended Solids | 420 | 560 | 1100 | 360 | 380 | 17% |
| Ammonia as N | 46 | 52 | 70 | 43 | 33 | 7% |
| Total Nitrogen | 70 | 79 | 96 | 65 | 60 | 8% |
| Total Phosporus as P | 12 | 14 | 16 | 12 | 11 | 0% |
| pH units | 7.4 | 7.8 | 8.4 | 7.4 | 7.3 | 1% |
| Colour Pt/Co units | 80 | 120 | 120 | 100 | 85 | -20% |
| Anionic Surfactants as MBAS | 3.2 | 5.1 | 5.9 | 4.2 | 4.6 | -25% |
| Silicate | 13 | 15 | 19 | 13 | 13 | 0% |
| Electrical Conductivity (μS/cm) | 2100 | 2300 | 3500 | 2000 | 1800 | 5% |
| Total Dissolved Solids | 1000 | 1200 | 1500 | 970 | 950 | 3% |
| Cadmium | 0.00030 | 0.00050 | 0.0010 | 0.00030 | 0.00065 | 0% |
| Chromium | 0.022 | 0.049 | 0.13 | 0.028 | 0.033 | -22% |
| Copper | 0.13 | 0.16 | 0.18 | 0.11 | 0.12 | 18% |
| Lead | 0.010 | 0.014 | 0.016 | 0.0080 | 0.0090 | 19% |
| Mercury | 0.000050 | 0.00020 | 0.00040 | 0.00010 | 0.00020 | -50% |
| Nickel | 0.020 | 0.028 | 0.040 | 0.021 | 0.023 | -5% |
| Zinc | 0.20 | 0.30 | 0.39 | 0.17 | 0.17 | 15% |
| Benzene | 0.00050 | 0.00050 | 0.0030 | 0.00050 | 0.00050 | 0% |
| Toluene | 0.0010 | 0.0020 | 0.010 | 0.0015 | 0.0025 | -33% |
| Phenols (total) | 0.81 | 1.6 | 1.9 | 0.68 | 0.44 | 18% |
| Total PAHs | 0.0035 | 0.013 | 0.028 | 0.0048 | 0.0045 | -27% |
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 average daily discharges for 2007/08
| Outlet |
Average Daily Volume (ML)
|
|---|---|
| 15 East Outlet |
131
|
| 145 West Outlet |
53
|
| Lake Borrie Outlet |
36
|
| Murtcaim Outlet |
1.16
|
| Total |
221
|
Annual discharge to Port Phillip Bay
The treatment plant's performance against the EPA licence limits for 2007/08 shown below shows that the Western Treatment Plant complied with the effluent discharge limits for all parameters. The results for 2007/08 are shown below:
(All data in mg/L unless otherwise indicated)
Waste indicators that must comply with medians, 90th percentiles or maximum limits
| Waste indicator | Median | 90th %ile | Maximum | |||
|---|---|---|---|---|---|---|
| Limit | Result | Limit | Result | Limit | Result | |
| CBOD5 | 10 | 2.2 | 20 | 3.7 | ||
| Total Suspended Solids | 30 | 22 | 60 | 50 | ||
| Total Phosporus as P | 15 | 11 | ||||
| Colour Pt/Co units | 200 | 46 | 400 | 54 | ||
| Ammonia as N | 10 | 2.0 | 30 | 12 | ||
| Anionic Surfactants as MBAS | 0.8 | 0.21 | 1 | 0.52 | ||
Waste indicators that must comply with 75th percentiles or maximum limits
| Waste indicator | 75th %ile | Maximum | ||
|---|---|---|---|---|
| Limit | Result | Limit | Result | |
| Cadmium | 0.0011 | 0.00040 | 0.005 | 0.00055 |
| Chromium | 0.04 | 0.0086 | 0.1 | 0.018 |
| Copper | 0.028 | 0.011 | 0.1 | 0.019 |
| Lead | 0.015 | 0.0041 | 0.06 | 0.011 |
| Mercury | 0.0004 | 0.00010 | 0.001 | 0.00013 |
| Nickel | 0.0229 | 0.021 | 0.06 | 0.026 |
| Zinc | 0.06 | 0.034 | 0.2 | 0.053 |
| Benzene | 0.005 | 0.00050 | 0.01 | 0.00050 |
| Toluene | 0.005 | 0.00050 | 0.01 | 0.0038 |
| Phenols (total) | 0.04 | 0.0028 | 0.08 | 0.010 |
| Total PAHs | 0.0004 | 0.000010 | 0.0008 | 0.00030 |
Annual nitrogen load to Port Phillip Bay
The nitrogen output from the Western Treatment Plant was 1,239 tonnes per annum for 2007/08. 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.
Annual nitrogen load from Western Treatment Plant
| Financial Year |
2007 / 2008
|
2006 / 2007
|
2005 / 2006
|
3 year rolling average
|
EIP Target
|
|---|---|---|---|---|---|
| Total N Load (tonnes/annum) | 1,239 | 1.560 | 1.969 | 1,589 | 3,100 |
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.
PCDD/F as World Health Organisation Total Toxic Equivalents of
2,3,7,8 TCDD for 2004/05
(All results in pg/L)
Melbourne Water monitors polychlorinated dibenzo dioxins and furans (PCDD/F), as toxic equivalents of 2,3,7,8 tetrachloro-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 outlet results are reported as a flow weighted average. The raw sewage results are reported as an average of four samples taken each time an outlet is sampled (i.e. 4 times a year).
The toxic equivalent (TEQ) are calculated for each sample using the World Health Organisation’s toxic equivalency factors (WHO05-TEQ) method where results below the limit of detection are summed as ½ the limit of detection. The results were 6.2 and 2.8 pg/l respectively for raw sewage and the outlets.
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.
E.coli- 42-Day Geometric Means and 80th Percentiles
(All results orgs/100 ml)
|
Geometric Mean
|
80th Percentile
|
|||
|---|---|---|---|---|
|
42 Day
Period Ends |
160 South Rd
|
Beach Rd
|
160 South Rd
|
Beach Rd
|
|
03-Jul-07
|
2 | 2 | 2 | 2 |
|
14-Aug-07
|
12 | 2.7 | 48 | 10 |
|
25-Sep-07
|
11 | 2 | 30 | 10 |
|
06-Nov-07
|
3.4 | 4.6 | 10 | 10 |
|
18-Dec-07
|
6.7 | 4 | 17 | 6 |
|
29-Jan-08
|
1.6 | 0.49 | 4 | 0 |
|
11-Mar-08
|
3 | 1.1 | 8 | 4 |
|
22-Apr-08
|
1.3 | 0.66 | 6 | 2 |
|
03-Jun-08
|
0.84 | 0.49 | 2 | 0 |
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.
Sustainability Report 2007/08