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Eurobodalla Integrated Water Cycle Management Strategy

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112<br />

<strong>Eurobodalla</strong> <strong>Integrated</strong> <strong>Water</strong> <strong>Cycle</strong> <strong>Management</strong> <strong>Strategy</strong><br />

Another alternative is to upgrade the septic system to one that achieves nutrient removal<br />

and therefore results in a higher quality effluent discharge (e.g. aerated tanks). This would<br />

increase the potential uses available for the resulting treated effluent.<br />

Both these options would minimise the potential of groundwater contamination and its<br />

associated environmental impacts, as well as reducing the likelihood of public health issues<br />

and odour complaints.<br />

Enhanced <strong>Management</strong> of Existing On-site Facilities with Greywater Reuse<br />

In this opportunity blackwater (water from kitchen sink and toilet), and greywater (water<br />

from laundry and bathroom), would be managed separately. The blackwater would be<br />

treated in the existing septic tanks with regular pumpouts and the greywater would be<br />

treated on-site using an advanced technology such as aerated tanks. The treated effluent<br />

could then be recycled for garden watering and toilet flushing.<br />

In addition to reducing the amount of imported reticulated water, this would conserve<br />

harvested roof rainwater. With the implementation of an appropriate monitoring system,<br />

long term environmental and water resource sustainability and public health protection<br />

could be achieved.<br />

Centralised <strong>Management</strong> of Effluent from On-site Facilities<br />

As an alternative to providing a full reticulated sewage system, the effluent from existing onsite<br />

systems (e.g. septic tanks) could be collected and transported to a central treatment<br />

facility. This type of system relies on smaller pipes than those required for a conventional<br />

reticulated sewerage system. Pipes can be laid in the ground at a lesser gradient and at a<br />

more shallow depth than that of conventional gravity sewerage, as the pipes carry only<br />

liquid effluent. The solids are captured by the on-site system.<br />

The effluent could be treated locally or transported to Batemans Bay STP. Appendix P<br />

provides information on the various effluent transport and local treatment options.<br />

Treating effluent at a local facility would result in a number of options for the management<br />

of reclaimed water. Preliminary appraisal suggests dunal infiltration, agricultural reuse<br />

(possibly at the Princess Highway) and controlled groundwater injection for subsequent<br />

extraction as the most suitable options worthy of further evaluation.<br />

Costs in Table 9-1 are based on centralised effluent drainage (CED) for transport, a local<br />

package plant for treatment and dunal infiltration.<br />

Provision of Full Reticulated Sewerage System<br />

An alternative to on-site treatment facilities is to transfer wastewater (i.e. black and<br />

greywater) through a centralised sewer transport network to either a local treatment facility<br />

as discussed for the previous opportunity or to the Batemans Bay treatment works. Unlike<br />

the previous opportunity, the sewer transport pipes would need to be larger and possibly<br />

installed at greater depths.<br />

Appendix P provides a detailed description of the available transport and local treatment<br />

options. The shortlisted reclaimed water management options are the same as those<br />

discussed for the above opportunity.<br />

Costs in Table 9-1 are based on a modified gravity transport system, a local package<br />

extended aeration treatment plant and dunal infiltration.

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