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Project Hurunui Wind Construction and Project Overview

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<strong>Project</strong> <strong>Hurunui</strong> <strong>Wind</strong> <strong>Construction</strong> Effects <strong>and</strong> Management Report<br />

3.2.17 Water Dem<strong>and</strong>s<br />

As discussed in section 3.2.6 a water supply will be required to supply any onsite concrete<br />

batching, together with other site construction activities including dust suppression,<br />

stabilization <strong>and</strong> re-vegetation, pavement construction <strong>and</strong> for any mobile crushing plant.<br />

Indicative estimates of potential water dem<strong>and</strong> are summarised below in table 16.<br />

Activity<br />

Peak Daily<br />

Dem<strong>and</strong> (m 3 )<br />

Maximum<br />

Total Water<br />

Dem<strong>and</strong> (m 3 )<br />

Time Period<br />

Dust Suppression (non potable) 80 17,000 26 days per month for 8 months<br />

Stabilisation & Revegetation (non<br />

potable)<br />

15 3,100 26 days per month for 8 months<br />

Pavement <strong>Construction</strong> (non potable) 10 1,300 26 days per month for 5 months<br />

Mobile Crushing Plant (non potable) 5 1,000 26 days per month for 8 months<br />

Turbine Foundations & Other<br />

Concreting (potable)<br />

80 2,600 2 per week over 4 months<br />

Total 190 25,000<br />

Table 16: Indicative Estimates of Potential Water Dem<strong>and</strong><br />

Preliminary discussions with <strong>Hurunui</strong> District Council (HDC) suggest that a significant<br />

proportion of this dem<strong>and</strong> may be met via supply from the HDC water mains. Water supply<br />

from the mains <strong>and</strong> permitted abstraction rates will need to be negotiated with HDC at the<br />

appropriate time, however it is envisaged that temporary water storage tanks would be<br />

established on site to enable the buildup of water storage volume.<br />

Any shortfall in water requirement can be met via tanker delivery from offsite, from the<br />

creation of temporary stock ponds, or by stream abstraction within any consented or<br />

permitted limits.<br />

3.3 Discharges<br />

3.3.1 Erosion, Sediment <strong>and</strong> Dust Control<br />

We recognise that the construction of this wind farm will require extensive earthworks.<br />

However, the potential impact from erosion, sediment run-off <strong>and</strong> dust emissions are likely<br />

to be minor given the environmental management measures that will be applied. Details on<br />

the environmental management measures are discussed in detail in Appendix E (draft<br />

Environmental Management Plan) while the impact from erosion, sediment run-off <strong>and</strong> dust<br />

emission is addressed in the Ecological Values <strong>and</strong> Assessment of Effects report prepared<br />

by Boffa Miskell. One of Meridian’s prime objectives for the construction of this wind farm is<br />

to ensure that any potential adverse effects on the environment from any erosion, or<br />

sediment <strong>and</strong> dust discharges are avoided, remedied or mitigated. To achieve this<br />

Meridian will:<br />

<br />

Ensure that environmental management is a core requirement in the management<br />

process.<br />

5C-1604.02<br />

February 2011 40

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