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wastewater disposal and water supply preliminary report woodlane

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with a view to decommission the plant. Council believes that the existing<br />

combined 44kL storage capacity at the plant will be good for at least 24 hours<br />

in the event that SA Water <strong>supply</strong> fails. Council views that with less than $2,000<br />

implementation cost there is a potential saving of $20,000 p.a. with a once off<br />

income from the sale of the treatment plant, <strong>and</strong> in turn potentially fund the<br />

purchase <strong>and</strong> installation of <strong>water</strong> meters to ensure cost recovery under a user<br />

pays system.<br />

W&G would suggest a modified version of Option 1 be progressed with SA<br />

Water as the preferred option. We would suggest that after the <strong>water</strong> meter<br />

that a pipeline be extended to the existing <strong>water</strong> treatment plant <strong>and</strong> the two<br />

existing tanks used for buffer storage. These two tanks have a combined<br />

capacity of 44KL, SA Water have suggested a 100KL storage. Given that 44KL<br />

is approximately equivalent to 1 days peak use the existing tanks may be<br />

adequate. Council could initially implement this solution at a very minimal<br />

construction cost <strong>and</strong> with very little disturbance to the existing infrastructure.<br />

Should Council find that this storage is not adequate then an additional 50KL<br />

tank could be added at a later date. Council may choose to add this additional<br />

storage to provide a greater buffer storage at the site that can <strong>supply</strong> the area if<br />

the <strong>supply</strong> through the SA Water main is interrupted for an extended period of<br />

time. This 50KL storage could be provided with an off the shelf poly tank,<br />

provided it was fenced off, This would provide a cheap storage solution. If<br />

v<strong>and</strong>alism is of concern then a concrete tank could be used.<br />

This option has a low capital cost, removes the need to pump from the Murray<br />

River, reduces Council’s risk exposure, reduces Council’s maintenance <strong>and</strong><br />

monitoring requirements <strong>and</strong> would result in minimal disruption to local<br />

residents.<br />

Finally the advantage of being able to embark on its provision almost<br />

straightaway makes Option 1 a more sound option for Council, as opposed to<br />

having to be tied down with the progress of the new proposed pipeline<br />

construction.<br />

SA Water has expressed to W&G that they shall provide a budgetary costing<br />

for the <strong>supply</strong> <strong>and</strong> installation of both the 20m <strong>and</strong> 26.5m pressure setting<br />

PSV’s <strong>and</strong> the “roadside” <strong>water</strong> meters. A comparison of implementation cost<br />

between all three options can thereafter be undertaken for further assessment.<br />

Woodlane Waste<strong>water</strong> Disposal <strong>and</strong> Water Supply Preliminary Report<br />

Wallbridge & Gilbert/070250rp002RevB/January 2008 Page 24

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