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SWEL can provide a flood risk assessment report for sites in
any part of the
UK, our standard report includes the
sequential test, the
exceptions test and a
surface water management plan.
Flood Risk Assessment is now a common part of planning in any new development
that is situated in Zones 2 and Zones 3,
and you may well be asked to complete one in the planning stage
of a project, you may be asked for a flood risk report during
the planning phase.
The need for a FRA originates from the Pitt Review findings
which has manifested its self initially in PPS 25 (Planning
Policy Statements) and various reinterpretations since.
Site Specific Flood Risk Assessment is used to establish flood risk for large sites such as housing developments, to where surface water management and flood data may have to be gather in a site specific context. However in most cases for small to medium sized projects a single phase flood risk report is all it takes to satisfy planning conditions.
Designing Buildings for Flooding
Here below in plain English, is a brief write up on flood zones and what they mean. It always pays to be flexible . . . be ready to change what you are building to suite the flood zone!
Yes probably. This is the lowest risk zone. . . . . although plenty of scope for shenanigans from LPA!
Yes
probably. This is the second lowest risk flood zone. Future flooding
will likely not be very deep, and so if you do need to modify your build
to account for flood depths then the changes may not be too hard to do.
For example you might raise the ground floor up a bit, or install some
flood boards. There is a slight problem with Zone 2 that is the
Sequential Test. This can rumble on a bit, although it is normally
OK.
In
most cases yes, but you will really need to design your house from the
outset to account for flooding. You might need to have a garage on the
ground floor, and steps up to living quarters for example. Make sure you
come to SWEL early for some advise about what features you can build in
to your house so it stands the best chance of getting through
planning. You will also have to
do the
Sequential Test.
Only
in very specific circumstances. Housing and Commercial property is not
allowed to be built in Zone 3b. You might be able to carry out bespoke
modeling to prove that the zone is in accurate. . . there are options
but unless you are building a water sports centre, or a ferry terminal
it will be hard going. But please do ring up for a chat and we'll see
what we can do. Chats are free BTW.
SWEL have considerable experience in demonstrating the
sequential test for small and large scale planning applications. Our method
for the
sequential test has met with 80% to 90% acceptance with a variety of local
planning authorities.
Please feel free to telephone the office for an informal discussion
regarding any of the services we provide.
Disclaimer - Information on this Site
A temporary “safe refuge” - is any place or structure where individuals trapped by floodwater (those who did not receive or ignored flood warnings) can remain for a short period in relative safety whilst awaiting rescue thus lowering flood risk. Provision of refuges within buildings makes developments safer and lowers risk of flood related harm. PPG states - safe refuges play a role in reducing the overall risk of flooding.
Safe refuges should be above the 0.1%AEP event tide level at the end of the development’s life. Effectively this means most buildings in the flood plain need to be greater than 1 story high.
Please feel free to contact the office for an informal discussion regarding your requirements. Safe Refuge Page.
Finished Floor Levels:
Finished floor levels must take in to account level rises from climate change.
Please feel free to contact the office for an informal discussion regarding your flood risk report requirements.
Below is a table showing the different materials that provide resistance to Water Penetration, their Drying Ability and Retention of pre-flood dimensions. In short good material to use in a house prone to flooding are:
Bad materials, that are destroyed by water, and do not keep it out of the building are:
Where concrete ground floor slabs are used, the block work substructure is often the weakest point in terms of water penetration from the ground into a dwelling. Whereas there is a general perception that water can ingress through the block work structure of the external face of a wall into the property, it is less apparent, but equally possible, that water will penetrate from the ground on the inside of the pro perty. Figures 6.2 and 6.3 illustrate these flow paths for two types of ground floor (ground bearing floor and suspended concrete floor), and different types of foundation (typical for construction in England). Concrete blocks used in foundations should be sealed with an impermeable material or encased in concrete to prevent water movement from the ground to the wall construction.
You can try and keep water out of the property up to a certain depth, but past about 30cm or 60cm you should aim to let the water in to the building (to avoid structural damage).
Flood Resistant – prevent the building from flooding. A “water exclusion strategy”.
OK if you aren’t expecting more than 300mm flood depth.
For Example: Vent Covers
Flood Resilient – Doesn’t get too badly damage when it gets wet. A “water entry strategy”.
Reduces risk of damage from water pressure on wall when flooding 600mm or more.
Flood resilient design is applicable when you expect the site to be flooding to excessive depths.
When choosing flood resilient design as your strategy you should pick materials that do not deform when wet, and can be dried out easily. By example: When choosing walls you should avoid stud partitioning with "wool" type insulation. Plaster board does not react well in being wet, and the gaps within the wall will be tricky to dry out. A better option would be to use light weight block work walls, with a smooth render.
Flood resilient measures need only be applied up to the design flood level. A "free board" is often added, to guard against negative effects of capillary action.
Using GIS Southwest Environmental can produce
custom flood maps for any area. These can be on a local of regional
scale. Maps are based on existing flood risk data as supplied by the
Environment Agency. We can also add climate change allowances, which are
often not represented in existing mapping.
Mapping Data can include Flood Risk Zone 2 and Flood Risk Zone 3, also
flood storage areas.
Also available are flood hazard area maps, and flood warning area maps.
These can be presented on any base map as requested either low
resolution open source mapping (open street map) or on high detail OS
master maps, at additional costs.
This services is most useful for larger areas,
parish councils for example.
Flood Zone
Modelling is a different services which involve the modeling of
flood zones using computerised calculations with specialist software,
such as TuFlow.
We will carry out a Flood Risk Assessment in any part of the UK, we have offices in London, Bristol and Exeter.
Please feel free to contact the office for an informal discussion regarding your requirements.
Breach Modeling for Flood Risk Assessment
SWEL will be happy to carry out a breach modeling assessment for a specific site, using ISIS software we can perform 1D or 2D model runs.
Breach modeling can be particularly useful in determining planning applications, where site safety is questioned, the Environment Agency may well raise objections to a site where there is an un-quantified risk with regards to breach inundation.
What is a Flood Consequence Assessment?
If your site is in wales then you may require a Flood Consequence Assessment as an alternative to a Flood Risk Assessment. TGN 15 describes the process:
"Whether a development should proceed or not will depend upon whether the consequences of flooding of that development can be managed down to a level which is acceptable for the nature/type of development being proposed, including its effects on existing development. It would certainly not be sensible for people to live in areas subject to flooding (even in two story buildings) where timely flood warnings cannot be provided and where safe access/egress cannot be achieved."
To describe
the approach taken for achieving credits under
BREEAM section Pol 03 (5 credits available). With the aim of:
“Avoid (ing),
reduce (ing) and delay (ing) the discharge of rainfall to public sewers and
watercourses, therefore minimising the risk of localised flooding on and off
site, watercourse pollution and other environmental damage.”
The gaining of these 3 valuable points are based on flood risk, surface water drainage and water course pollution. SWEL typically seek to gain the full 5 points in every instance, we have not issued a report to date that has not gained 5 points under BREEAM scoring system.
Working in support of planning application 15/00760/FUL (Thurrock) SWEL Produce a Flood Risk Assessment and Surface Water Management Plan. The application site was in Zone 3a. Various recommendations were made in relation to the suitability of the site in relation to the proposed development. The application was successful.
Errors in District and City Council Flood Mapping
We have recently identified errors in the mapping of flood Zone 3b, on Cornwall Council's and Bristol City Council's Flood Mapping.
Below listed are a selection of flood risk assessment case studies from our project blog.
Flood Risk
Assessment Bristol
Flood Risk
Assessment Exeter
Flood Risk
Assessment London
S.D. Content Flood Risk Consultants Bristol - 01173 270 092 Exeter - 01398 331 258 London - 02076 920 670 |
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