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Hawkesbury-Nepean River Environmental Monitoring Program

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are also highly variable in terms of the temporal and spatial frequency of sampling.<br />

Most data received from the SCA and Sydney Water date back to the early 1980s,<br />

although data for some individual analytes may stretch further back in time.<br />

Additional water quality data are available for a range of shorter term studies and/or<br />

programs, but these are dispersed and of lesser value when attempting to interpret<br />

longer term trends. They are nonetheless valuable in their own right for the time<br />

periods and sites covered, but no attempt has been made to try to bring all these<br />

data into a central location for this project. Data analysed for this project have<br />

therefore been restricted to the long-term sites monitored by Sydney Water and the<br />

SCA and summarised in Table 3.1. These data are illustrated graphically in Appendix<br />

3.<br />

In terms of water quality, many areas in the <strong>Hawkesbury</strong>-<strong>Nepean</strong> can be described<br />

as being stressed, and some areas can probably best be described as being<br />

eutrophic. Large amounts of water are diverted for water supply and irrigation, and<br />

nutrient levels are often high, with outbreaks of algal blooms being common.<br />

Introduced macrophytes also occur extensively throughout the river system. When<br />

discussions of trends are undertaken here, it should be realised that although<br />

improvements in water quality in recent times can be demonstrated, they are<br />

improvements from what was a relatively poor condition; water quality in many areas<br />

of the <strong>Hawkesbury</strong>-<strong>Nepean</strong> still has a long way to go before meeting water quality<br />

objectives (e.g. ANZECC/ARMCANZ Guidelines).<br />

Comparison of water quality with ANZECC/ARMCANZ (2000) guidelines<br />

An initial assessment of changes in water quality in the <strong>Hawkesbury</strong>-<strong>Nepean</strong> <strong>River</strong><br />

was achieved by dividing the data into three periods: the period from 2003 to 2007;<br />

the period from 1999 to 2003; and the historic period before 1999. The quartiles (25th<br />

percentile, median and 75th percentile), maximum and minimum of the data at each<br />

site (Table A4.1.1 in Appendix 4) were then compared with the ANZECC/ARMCANZ<br />

(2000) Guidelines. The results of these comparisons are included in Table 5.1: the<br />

colour coding indicates the conformance of measured values with the ANZECC<br />

guideline trigger values (Tables 3.3.2 and 3.3.3 in ANZECC/ARMCANZ 2000). Here,<br />

blue indicates 100% conformance with ANZECC/ARMCANZ guideline levels,<br />

whereas bright pink indicates 100% non-conformance (i.e. 100% of the data<br />

recorded at that site are outside ANZECC/ARMCANZ guideline levels).<br />

An assessment of these results suggests that:<br />

• improvements (decreases) in the number of samples exceeding ANZECC<br />

guidelines are noticeable at many sites in the river system (e.g. red in the historic<br />

period changing to orange, yellow, green or blue in later periods)<br />

• nitrogen levels are often well above ANZECC guideline levels in many parts of<br />

the river system<br />

• the effects of individual sewage treatment plants can potentially be inferred from<br />

these data (e.g. Penrith STP and changes in phosphorus levels at site N53)<br />

although other sources such as urban and agricultural runoff also contribute to<br />

water quality in these areas<br />

• some sites appear to be experiencing a decline in water quality on the basis of<br />

raw data summary statistics (e.g. inorganic nitrogen [NOx-N] and total nitrogen<br />

[TN] at sites N75 and N53)<br />

• nutrient levels are still an important issue in South and Eastern Creeks (sites<br />

NS23 and NS081).<br />

<strong>Hawkesbury</strong> <strong>Nepean</strong> <strong>River</strong> <strong>Environmental</strong> <strong>Monitoring</strong> <strong>Program</strong>: Final Technical Report 17

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