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environmental statement - Rotherham's Online Application for ...

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eing affected by subsidence has been given under section 46 of the Coal<br />

Mining Subsidence Act 1991.<br />

FLOOD RISK ASSESSMENT<br />

13.41 There is limited potential <strong>for</strong> considering the use of SUDS (Sustainable<br />

Drainage Systems) within the site due to the low hydrological impact of the<br />

proposed development. However, the proposed use of permeable<br />

surfacing <strong>for</strong> the access tracks across the site will help to promote<br />

infiltration and reduce peak runoff rates during lower magnitude storm<br />

events. This approach is consistent with the principles of SUDS.<br />

RESIDUAL EFFECTS<br />

13.42 No significant residual effects should occur.<br />

SUMMARY OF EFFECTS<br />

13.43 The ground conditions within the study area are considered to be suitable<br />

<strong>for</strong> wind farm development. Very few constraining factors relating to<br />

ground conditions are present on the site and it is likely that the majority of<br />

the study area would be suitable <strong>for</strong> construction of the turbines and<br />

associated infrastructure.<br />

13.44 The site is located in Flood Zone 1 and there<strong>for</strong>e at low risk of fluvial<br />

flooding. The proposed development satisfies the requirements of the<br />

Sequential Test with regard to development of essential infrastructure in<br />

Flood Zone 1. The proposed development is not considered to be at risk<br />

of flooding from groundwater, overland flow or local surface runoff. The<br />

site is currently undeveloped and there<strong>for</strong>e not at risk of flooding from<br />

sewers of stormwater drains. The proposed development will not result in<br />

any net change in surface water runoff from the site. The proposed<br />

development can be established in full compliance with “PPS25 -<br />

Development and Flood Risk”.<br />

13.45 No significant effects are predicted relating to effects on hydrology,<br />

geology and ground conditions.<br />

13.46 The Flood Risk Assessment (FRA) prepared <strong>for</strong> the proposed Penny Hill<br />

Wind Farm is based on assessment of flood risk and surface water<br />

management provision <strong>for</strong> six wind turbines sited at pre-determined<br />

locations as communicated through a site layout plan. Each turbine<br />

location may be subject to micro-siting to within 50m radius of the original<br />

location. Moving the turbine locations by up to 50m from the previously<br />

defined locations would have no impact on the assessment of flood risk or<br />

the analysis of surface water management requirements at the site. All<br />

turbine locations would remain in excess of 7m from the banks of any<br />

surface watercourse and minor variations in the proposed routing of<br />

access tracks would have no adverse effect on surface water runoff. It is<br />

concluded that if micro-siting of the turbines to a maximum of 50m is<br />

287<br />

Penny Hill Wind Farm<br />

Environmental Statement

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