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

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NZ Transport Agency and Tauranga City Council<br />

<strong>Mangatawa</strong> Drain Flood Bypass and TEM Storm<strong>water</strong> AEE<br />

9. Assessment of Environmental Effects<br />

This assessment considers the effects of the proposal in its entirety dealing with the works related to<br />

<strong>storm</strong><strong>water</strong> and <strong>earthworks</strong>.<br />

9.1 Storm<strong>water</strong> Management<br />

Storm<strong>water</strong> has the potential to adversely affect receiving <strong>water</strong>courses. Flow volume can affect flooding in<br />

areas within a given <strong>catchment</strong>.<br />

The construction of the TEM and <strong>Mangatawa</strong> flood bypass has two potential effects on <strong>storm</strong><strong>water</strong> and<br />

receiving environments:<br />

• Water quantity and associated flood risk, including both drain capacity and ponding in low-lying areas;<br />

• Water quality (non point source pollution) caused by the discharge of contaminants associated with<br />

highway traffic, particularly including sediment, hydrocarbons and heavy metals.<br />

9.1.1 Water Quantity<br />

The existing flood risk in this area is described in the technical report attached to this document (Appendix 8).<br />

In the 18 May 2005 <strong>storm</strong> extensive ponding occurred in the Papamoa area. The <strong>Mangatawa</strong> Drain alongside<br />

the motorway overflowed at two locations.<br />

The aim <strong>for</strong> NZTA is to reduce as much as practicable the frequency of <strong>storm</strong><strong>water</strong> overtopping and<br />

overflowing the motorway, while TCC’s aim is to reduce the volume of <strong>water</strong> that would enter the Papamoa<br />

<strong>catchment</strong> areas (Maranui and the Wairakei). In practice, full containment is not practicable.<br />

The flood risk assessment undertaken <strong>for</strong> the <strong>storm</strong><strong>water</strong> management system proposed <strong>for</strong> the TEM has used<br />

update data <strong>for</strong> climate change (2055) and as such the effect of flood risk has been addressed<br />

comprehensively.<br />

TEM Roadway Storm<strong>water</strong><br />

The TEM will increase the volume of runoff in this <strong>catchment</strong> and the road embankment will remove some<br />

existing flood storage, although the latter effect is less than minor. The combination of these has the<br />

potential to have an adverse effect in relation to flood risk.<br />

The <strong>storm</strong><strong>water</strong> in this area spills across State Highway 2 from <strong>Mangatawa</strong> to Maranui. From the road, the<br />

<strong>storm</strong><strong>water</strong> traverses into swales which treat and attenuate the <strong>water</strong> in day to day events be<strong>for</strong>e discharging<br />

to drains. Once the <strong>water</strong> has spilled into the <strong>Mangatawa</strong> <strong>catchment</strong> it will make its way overland (as it does<br />

currently) to the Maranui Swale. At this point 2 x 2100 culverts will be placed underneath the TEM to convey<br />

Status: Final Page 82 April 2009<br />

Project Number: 3932036<br />

NZ1-1552092-<strong>Mangatawa</strong> Drain Flood Bypass and TEM Storm<strong>water</strong> AEE

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