28 Devlins Creek - South
Water Quality Ranking: 8 / 43
Reliability Ranking:
11 / 43Constituent Council(s):Parramatta City Council, Hornsby Shire Council
Constituent stream(s):Devlins Creek and tributaries
Rainfall Station(s):R02
Sewerage Overflows: 5
Stormwater outlets: 9
Water Quality sampling points: WQ011, WQ020, WQ054, WQ056
Pollution Control Device Numbers: D019
Overview:
Landuse:
Landuse |
Area (ha) |
% sub-catchment |
% LCR catchment |
Open space |
55 |
27 |
2.8 |
Residential |
131 |
64 |
2.8 |
Business |
11 |
5 |
8.5 |
Industrial |
0 |
0 |
0 |
Special Uses |
6 |
3 |
0.7 |
Special Zones |
2.5 |
1 |
1.2 |
Total |
206 |
100 |
2.6 |
Period of sampling records: August 1989 - June 1998 % wet days: 14.8
Number of sampling occasions (N):26
Compliance of key indicators to guidelines - % of time guidelines met under all conditions.
Parameter |
|||||||
pH |
Faecal Coliforms |
% Diss. Oxygen |
Diss. Solids |
Total P |
Total N |
Ammonia |
Chl. - A |
100 |
31 |
15 |
79 |
76 |
52 |
50 |
0 |
Summary: Water quality in this sub-catchment is moderate. Nutrient level seem to be moderate but oxygenation of the water is poor. This combined with high levels of chlorophyll-A indicate eutrophic conditions suitable for algal growth. Faecal coliform and ammonia levels indicate sewage overflows are occurring.
Issues: Whilst Parramatta council occupies only a small part of the total catchment its position at the headwaters of Terrys and Devlins creek is important. Conversely, because LCR catchment is only a small part of Parramatta council, it receives very little attention. In addition, this sub-catchment is largely residential and has a large potential for sewerage overflow and leakage because of the large areas of paved surface and the resultant stormwater volumes. The area also has a history of flooding which has associated problems of overflows, nutrient and propagule transport and their resultant effects on bushland and water quality.
Knowledge Gaps: More information is required on the location of sewerage overflows and stormwater outlets in the sub-catchment.
Recommendations: Sewerage and stormwater information should be gathered. The effectiveness of the sediment trap / GPT opposite Kandy avenue, Epping should be evaluated, though dissolved solids are low in this sub-catchment.