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SuDS in London - a guide

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4. Attenuation <strong>in</strong> tree trenches 5. Discharge to watercourse<br />

6. Surface water sewer outfall<br />

4. Attenuate ra<strong>in</strong>water by stor<strong>in</strong>g <strong>in</strong> tanks,<br />

sealed water features, permeable pav<strong>in</strong>g<br />

and tree trenches for gradual release:<br />

Although these systems can be configured<br />

to suit a variety of below-ground conditions,<br />

carefully consider utilities to avoid damag<strong>in</strong>g<br />

long-term tree-root<strong>in</strong>g potential. Surface<br />

water can potentially be re-used <strong>in</strong> tree<br />

trench plant<strong>in</strong>g.<br />

5. Discharge ra<strong>in</strong>water directly to a<br />

watercourse: this can offer a low-cost<br />

option for surface water dispersal,<br />

provided the surface water is pollutantfree.<br />

Liaise closely with water body<br />

authorities as they may put limits on how<br />

much water can be discharged <strong>in</strong>to the<br />

conveyanc<strong>in</strong>g system.<br />

6. Discharge ra<strong>in</strong>water to a surface water<br />

sewer/dra<strong>in</strong>: this has traditionally been<br />

<strong>London</strong>’s default approach to ra<strong>in</strong>water<br />

management. However, <strong>London</strong>’s sewer<br />

network is so <strong>in</strong>tertw<strong>in</strong>ed with the foul<br />

network that there is a need to segregate<br />

conveyance systems to m<strong>in</strong>imise<br />

contam<strong>in</strong>ation and effluent<br />

treatment costs.<br />

7. Discharge ra<strong>in</strong>water to the comb<strong>in</strong>ed<br />

sewer: the economic justification needs to<br />

be set exceptionally high to mitigate the<br />

commercial demand for such a choice. In<br />

retrofit scenarios, the comb<strong>in</strong>ed sewer may<br />

be the only option. If so, control of discharge<br />

rate and water quality will be critical.<br />

7. Comb<strong>in</strong>ed sewer outfail<br />

130 6 Implementation

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