QUEEN'S BENCH DIVISION
ADMINISTRATIVE COURT
PLANNING COURT
1 Oxford Row, Leeds LS1 3BG |
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B e f o r e :
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The Queen on the application of Menston Action Group | ||
(acting by Professor John David Rhodes) | Claimant | |
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Bradford Metropolitan District Council | Defendant | |
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BDW Trading Ltd T/a Barratt Homes Yorkshire West | Interested Party |
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Vincent Fraser QC (instructed by City of Bradford DC) for the Defendant
James Maurici QC (instructed by Walker Morris LLP) for the Interested Party
Hearing dates: 19 January 2015
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Crown Copyright ©
Mr Justice Stewart:
Introduction
a) Whether either or both of two grounds of challenge pass the arguability threshold.
b) Whether the Claimant has sufficient standing to bring the case.
c) Whether the claim is an Aarhus claim.
Background
"Development shall not begin until a surface water drainage scheme for water passing through the site, based on sustainable drainage principles has been submitted to and approved by the Local Authority. This must include details of how the surface water run off rate of 8.2 litres/second/ha will be maintained for up to and including the 1 in 100 year (plus climate change) rainfall event.
Reason: To prevent flooding by ensuring the satisfactory storage/disposal of surface water from the site."
"The drainage officers were, and are, satisfied that, although there will be a new 12 metre length of culvert within the site, there will be no change to either the quantity of flow or the discharge point.
For this reason, and having regard to the underlying basis that the purpose of the drainage proposals for this and any other site must not be to create new flooding risks or to worsen any existing flooding risk, not to put in place a scheme with the purpose of alleviating any existing flood risk as the latter would involve looking at a wider set of parameters which are outside the responsibility of developers, the Drainage officer's advice was that your client's concerns were not such that any decision on the submitted drainage details should be delayed, let alone those details should be rejected."
Ground 1
"Key to that challenge is that the Defendant gave its approval on the basis the submitted scheme did not create any new flooding risks or worsen any existing flooding risk ("no worse"). As set out below, the Claimant submits (among other things) that the Defendant's decision was based on a misdirection as to legal requirements in place (including that "no worse" was not here the only requirement) and was in any event an unsustainable conclusion arising from a failure to have regard to material consideration."
This is put more succinctly in the Skeleton Argument of Mr Wolfe QC who says that the first ground of challenge arises from "from the fact that the Defendant erroneously approached Condition 15 as if the scheme in question need only not make the existing flooding situation on the site worse and not at all address that existing flooding."
There is no definition in the permission as to the meaning of "sustainable drainage principles".
(i) The reason for the Condition was "to prevent flooding…" that should be given its ordinary meaning and not be construed as meaning that it is limited to not making the existing flooding situation worse.(ii) The scheme had to be "based on sustainable drainage principles". The court has to determine how that would have been reasonably understood at the time planning permission was granted. In support of this C relies upon:
(a) The Flood Water Management Act 2010 (the 2010 Act) (section 32 and schedule 3) in which "sustainable drainage" means managing clean water with the aim of reducing damage from flooding, protecting and improving the environment and protecting health and safety. It is said the words such as "reducing", "improving" and "protecting" imply making a situation better rather than merely not worse.(b) In the December 2011 DEFRA document entitled "National Standards for Sustainable Drainage Systems" at paragraph D5 "Drainage systems must be designed so that…flooding from the drainage system does not occur: (a) on any part of the site for a 1 in 30 year rainfall event and (b) during a 1 in 100 rainfall event in any part of …utility plants susceptible to water (eg…electricity substation) or (c) on neighbouring sites during a 1 in 100 year rainfall event."
See also NPPF paragraph 103 which says that the approach to take to flood risk in determining planning applications is: "When determining planning applications, local planning authorities should ensure that flood risk is not increased elsewhere …"
I add to this the following points:(i) The Flood Risk and Drainage assessment ("FRA") is a public document, since it was one of the documents which formed part of the application and was referred to in the grant of planning permission. Also, in the conditions which deal with the flood risk (Conditions 14 – 19), Condition 14 specifically refers to "a surface water drainage scheme, floor and ground levels shall be designed and constructed to comply with the recommendations and conclusions of the FRA…" In Condition 15, one of the details incorporated from the FRA was included in the second sentence. Those are reasons why, if there is ambiguity, the FRA is an appropriate document to which to turn. The SUDS manual is referred to in paragraph 11 of the Executive Summary and on page 8 of the document. The SUDS manual in paragraph 1.1 specifically states "the philosophy of SUDS is to replicate, as closely as possible, the natural drainage from a site before development."
(ii) There is an earlier reference in paragraph 1.1 of the SUDS manual that sustainable drainage systems are designed "to contribute wherever possible to environmental enhancement." This is then qualified by the following sentence "So SUDS objectives are to minimise the impact from the development on the quantity and quality of the run off, and to maximise amenity and bio diversity opportunities." This does not suggest improving a pre-existing drainage problem.
(iii) I have referred earlier in this paragraph to the words in the FRA (page 10) that "it should be a fundamental objective of the finished design not to worsen the existing situation and to bring about a reduction in flood risk if possible." I have said that the possibility of reducing the flood risk was not the subject of the Condition. Page 11 of the document confirms this. It says "The detailed survey was commenced down stream of this section and, in order to be sure of not worsening the existing situation, proposals have been developed for discharging down stream of the gardens as indicated on the appended schematic drainage layout."
Ground 2
"The drainage officers were, and are, satisfied that, although there will be a new 12 metre length of culvert within the site, there will be no change to either the quantity of flow or the discharge point."
"The approved proposal does not involve the excavation of the existing watercourse to alter its existing alignment or profile up to the point of the new 1200 millimetre diameter culvert you refer to. That part of the watercourse, and the rest of the watercourse within the site beyond that culvert will not be altered at all, the only work to it being the removal of debris, and the only change in that length being a new culvert under the estate road."
(i) D's officers acted under a mistake of fact.(ii) It is not open for D to justify ex post facto, in the light of the new facts, their decision that "there will be no change to either the quantity of flow or the discharge point" (Nash v Chelsea College [2001] EWHC Admin 538 at paragraph 34).
(iii) The alleged fresh reasoning by the officer, Mr Norfolk, cannot persuade the court that the decision would inevitably have been the same: see Carlton-Conway v Harrow LBC [2002] EWCA Civ 927 (paragraphs 26-28); Smith v NE Derbyshire PCT [2006] EWCA Civ 1291.
(i) The Defendant was aiming at a shifting target.(ii) The criticism of the letter of 24 September 2014 is an over legalistic complaint, when that letter was responding to an allegation of much more extensive excavation than some 2 metres at one end of the culvert.
(iii) In any event, there is nothing to substantiate an arguable case that the flooding risk may be worse as a result.
The Claimant's standing.
"1….the Claimants were local residents, who also claim to act in the name of a local group known as "Say No to Morrisons Group"…
2. I should note that the legal status and even the membership of the "group", remain obscure, for reasons that have not been satisfactorily explained. However, for the limited purpose of deciding the appeal (and without prejudice to any other issues, for example as to costs), it is enough that Mr Berky has standing to proceed in his own right."
Summary