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