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Flood Risk Assessment Tesco Supermarket, Swaffham<br />

than a 0.1% annual probability of occurrence or 1000 return period).<br />

The primary source of <strong>flood</strong><strong>in</strong>g to the site is from overland flow and<br />

surface water runoff.<br />

8.5 Flood Risk from the Development<br />

The ma<strong>in</strong> source of potential <strong>flood</strong><strong>in</strong>g from the new development is<br />

currently from overland flow and surface water dra<strong>in</strong>age.<br />

The proposed development site will not <strong>in</strong>crease offsite discharges<br />

from the proposed <strong>in</strong>crease <strong>in</strong> impermeable surfac<strong>in</strong>g. Ra<strong>in</strong>water fall<strong>in</strong>g<br />

onto the site will be managed by a comb<strong>in</strong>ation of susta<strong>in</strong>able dra<strong>in</strong>age<br />

techniques <strong>in</strong>clud<strong>in</strong>g soakaways and permeable pav<strong>in</strong>g. Overflows for<br />

these will be l<strong>in</strong>ked to an <strong>in</strong>filtration bas<strong>in</strong> which will have capacity for<br />

extreme events (up to 1-<strong>in</strong>-100 years) to facilitate soakage to ground.<br />

8.6 Flood Mitigation Measures<br />

Infiltration systems have been assessed for their possible use at the<br />

site. The soakaway test<strong>in</strong>g dur<strong>in</strong>g the site <strong>in</strong>vestigation works has<br />

identified that the permeability of the ground <strong>in</strong> good.<br />

It is proposed to service the subject site <strong>with</strong> a new positive dra<strong>in</strong>age<br />

system employ<strong>in</strong>g SUDS techniques <strong>in</strong>clud<strong>in</strong>g a comb<strong>in</strong>ation of an<br />

<strong>in</strong>filtration dra<strong>in</strong>age, soakaways and permeable pav<strong>in</strong>g. Diagram SK03<br />

_A illustrates the dra<strong>in</strong>age strategy as evolved <strong>with</strong> discussion to date<br />

<strong>with</strong> the Environment Agency.<br />

The exact attenuation volumes will be verified at the detailed design<br />

stage. The f<strong>in</strong>al dra<strong>in</strong>age strategy will need to be agreed <strong>with</strong> the EA.<br />

8.7 SUDS<br />

Excess surface water produced by the site will be managed by<br />

<strong>in</strong>filtration. This is consistent <strong>with</strong> the susta<strong>in</strong>ability objectives set out <strong>in</strong><br />

the plann<strong>in</strong>g policy. The subject site‟s discharge will not <strong>in</strong>crease runoff<br />

from the site.<br />

8.8 Conclusion<br />

The scheme proposed adequately meets the standard criteria for<br />

acceptable <strong>flood</strong> <strong>risk</strong>. The proposed development is located <strong>with</strong><strong>in</strong> a<br />

Flood Zone 1 (Low Risk), all uses proposed uses <strong>in</strong> the <strong>flood</strong> zone are<br />

therefore acceptable. No further sequential test <strong>assessment</strong> is<br />

required.<br />

Page 19<br />

Jubb Consult<strong>in</strong>g Eng<strong>in</strong>eers Limited February 2012<br />

P9632-G300C-Rep-120209-MH

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