flood risk assessment in connection with a planning - Breckland ...
flood risk assessment in connection with a planning - Breckland ...
flood risk assessment in connection with a planning - Breckland ...
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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