susdrain SuDS Awards 2020
In parallel to the surface water issues in the area, NIW and its parent department, the Department
for Infrastructure (DfI) were keen to promote and demonstrate the effectiveness of SuDs within the
urban environment. Particularly innovative was the use of “soft SuDs” as a sustainable yet effective
tool to manage surface water and reduce both the risk of flooding and carbon footprint. NIW
successfully secured funding from the DfI Special Fund for SuDs demonstration projects.
The scheme’s location within the grounds of a local primary school added a significant challenge due
to concerns about the risk posed to children by the introduction of an open water feature, making
stakeholder buy in more difficult. Key to the acceptance of the project was the support by the School
Principal and Board of Governors who endorsed the project given its potential not only to help
control surface water, but also to provide an additional educational resource, visual amenity and add
an element of play and fun to school life.
3. Main SuDS components used
As the scheme was to be used as a pilot project, from an early stage the work scope was defined to
include as wide a variety of vegetative surface water management features as feasible within the
constraints of the available land, ground conditions and funding.
The raingarden is fed from hardstanding areas around the school building, approx. 300m
2
of which is
directed into a storage tank with overflow pipework to a rainwater rill. The tank has a sluice gate
which when activates allowing 10l/s to flow into the rill for 20 minutes when the tank is at capacity.
The discharge is via a grassed feature mound which is shaped as a turtle with the water discharging
from the wooden carved turtles’ mouth.
The rill terminates at a circular stone sinkhole which conveys the flow underground via a pipe to
facilitate the access path to the school. The pipe terminates at pond A and water then overflows a
stone cascade wall to fill pond B. Pond A also receives the overland runoff from the existing school
hard surfaces playground area. The overland flow travels first through a bog garden which provides
storage in the voids in gravel substrate.
A 1 in 3 gradient swale attenuates the surface water that lands on the access road and limited areas
of the pumping station. The swale terminates with a proprietary swale inlet unit connected to a pipe
that discharges to the Clandeboye Stream.
A circular economy approach to design and operations has been adopted to help lower the project’s
carbon footprint. Additional design features have been incorporated in shape of play facilities for the
pupils of Clandeboye Primary to add value to the scheme. The additional features included a spiral
mound with slide and landscape profiling and serve a dual purpose: to accommodate excavated
material from the swale and pond areas, thereby considerably reducing the project’s carbon
footprint, and to ensure no material required transportation off site.
4. How it works
The drainage strategy involves the interception of overland flows from hardstanding areas around
the school and attenuation of these flows before discharging into the Clandeboye Stream. The total
area of hardstanding is 2,702m
2
which for a 1 in 100 year return period storm results in a maximum
inflow to the ponds of 70l/s. The hardstanding area can be divided into three areas each of which
have a different SuDs management train.