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2. Mangatawa catchment consents for earthworks, storm water ...

2. Mangatawa catchment consents for earthworks, storm water ...

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• The spills into Papamoa urban area to not result in flood levels that exceed those implicit in the<br />

District Plan in the context of minimum building plat<strong>for</strong>m levels.<br />

Modelling has been undertaken to determine the current risk, and evaluate options to reduce that<br />

risk. Recommended works include:<br />

• Increasing the capacity of the <strong>Mangatawa</strong> Drain and to contain flood flows within the drain to a<br />

higher level than currently occurs be<strong>for</strong>e spill;<br />

• Improving the capacity of the Maranui swale to contain spills that do occur;<br />

• Providing a flood overflow from the Maranui swale back to <strong>Mangatawa</strong> Drain at <strong>Mangatawa</strong><br />

Lane, associated with bank protection works along the lower <strong>Mangatawa</strong> Drain;<br />

• Increasing the capacity of the current TCC <strong>storm</strong><strong>water</strong> treatment wetland to also treat the runoff<br />

from the TEM and from proposed development of MPBI industrial zoned land south of the<br />

railway.<br />

The modelling confirms that appropriate outcomes can be achieved with the works proposed.<br />

Beca // 17 March 2009 // Page 19<br />

3932036 // NZ1-1604459-15 0.15 Rev A

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