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You are here: BAILII >> Databases >> England and Wales High Court (Administrative Court) Decisions >> Ward, R (on the application of) v Bolton Metropolitan Borough Council & Ors [2017] EWHC 3321 (Admin) (10 January 2018) URL: http://www.bailii.org/ew/cases/EWHC/Admin/2017/3321.html Cite as: [2017] EWHC 3321 (Admin) |
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QUEEN'S BENCH DIVISION
MANCHESTER DISTRICT REGISTRY
PLANNING COURT
B e f o r e :
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THE QUEEN (on the application of Ward) |
Claimant |
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- and - |
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BOLTON METROPOLITAN BOROUGH COUNCIL And others |
Defendants |
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Mr Cannock (instructed by Tameside Borough Council Solicitor) for the Defendant
Hearing date: 13 October 2017
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Crown Copyright ©
His Honour Judge Bird:
a. In 2007 soil and groundwater data were collected at the development site. The data were used to inform how slope stability might best be achieved. The recommendations were considered by the Greater Manchester Geological Unit ("GMGU"). In their letter of 12 November 2007, GMGU note that the data and the recommendations "[remove] the uncertainty of whether this development is achievable in principle". GMGU recommend that "the final design of superficial slope stability measures be submitted by the applicant in accordance with an appropriately worded condition precedent".
b. Outline planning permission for residential development with all matters reserved was granted on 8 April 2008 and renewed on 8 April 2011. Each permission was subject to a condition regarding the stability of the slope.
c. In March 2011, H&H Building Solutions Limited ("HHBS") (acting for the developer) prepared a document entitled "additional information for planning permission" in answer to questions posed in a letter dated 8 March 2006 from GMGU. Details of the existing and proposed ground levels; the slope engineering rock fall proposals; foundation designs; ground and surface water management scheme and drainage measures were set out.
d. On 21 August 2011, an application was made for consent in respect of reserved matters for the erection of 6 houses with approval of details relating to access, appearance, landscaping, layout and scale. The scheme proposals also incorporated associated works and measures required for the discharge of certain conditions attaching to the outline permission relating to foundation techniques, rock fall protection systems and slope stability. The application was refused on 5 March 2014. The refusal was appealed and the appeal heard by the Inspector (Mr Garnham). His decision, dismissing the appeal, was published on 26 February 2015.
e. The 2011 application was supported by a planning statement prepared by Graham Hitchen Associates which contains much of the detail set out above.
f. In November 2011 Tameside engaged consulting engineers to advise on the 2011 application.
g. The February 2015 appeal decision raises a number of concerns:
i. The sections submitted to the Inspector as part of the geotechnical information appeared to be unreliable and different from the submitted elevations (see paragraphs 10 and 11 of the decision)
ii. The Inspector visited the site and formed the view that the slope was steeper and higher than shown on the elevation drawings. He formed the view that houses within the proposed development would "loom" over nearby houses. He was not satisfied that there was adequate information about the appearance and scale of the rear of the houses (see paragraphs 12 to 14)
h. On 28 September 2015, an application was made for full planning permission at the development site. By then, the 2011 permission had lapsed. The officer's report recommended that the application be approved. Under the heading "response from consultees" it noted that GMGU had previously confirmed that development was achievable in principle and had recommended that the final design of the slope stability measures be submitted in accordance with an appropriately worded condition (see sub-paragraph (a) above). Dealing with slope stability, the officer notes that following the refusal of the reserved matters application "additional detailed geotechnical further information was submitted". Reference is then made to the content and recommendations of the HHBS report. The officer was satisfied that "the submitted details are acceptable at this stage coupled with the additional conditions…however it is accepted by both the applicant and structural engineers that prior to carrying out any development further [assessment] of the slope is required to ensure that the development is properly and fully engineered and designed. Due to the costs involved it would be unreasonable to expect this to be carried out before the granting of planning consent so it is therefore considered appropriate that further detailed conditions to ensure this are attached to any approval given".
i. In October 2015 an addendum to the planning statement was submitted to address points raised by the Inspector in 2015. The addendum noted that "concerns regarding lack of detail have now been addressed" and set out a revision to the floor and roof levels of the proposed houses. It ends with the words: "the production of scaled elevations and sections will address the Inspector's comments regarding the need for conditions to be applied…"
j. Permission was granted, with 25 conditions attached including those contemplated by the officer relating to engineering and design of the development, details of piled foundations, the design, implementation and management of the rock fall protection system, the design and maintenance of the slope stability measures.
a. Geotechnical issues: failure to secure sufficient information to satisfactorily establish that permission could be implemented whilst achieving sufficient cliff stability. It is accepted that this ground requires the Claimant to show that Tameside's planning judgment was irrational.
b. The Defendant determined to grant planning permission in part upon a dated consultation response (from GMGU) to a different application which was not available to the public inspect or comment upon. It is said that the response was an irrelevant consideration.