Select Committee on Crossrail Bill Minutes of Evidence


Examination of Witnesses (Questions 18400 - 18419)

  18400. Our two main points are: firstly; those assessments which have been carried out have been shown to be inadequate and incomplete; secondly, the Promoter has not produced individual reports for all the listed buildings in the area contrary to his claim presented to the Committee last year. To take the first point that the assessments are inadequate and incomplete. This is simply because they have not been inside any of the buildings. They have therefore not recorded or appreciated the variety of construction and structural defects inherent in many of the structures, whether these arise from their original construction or subsequent alterations and deterioration. These subsequent alterations, which generally affect all the buildings, generally arise from the conversion of the original houses into commercial use, usually comprising the removal of structural elements that from an external inspection you might assume still remain. For example, in many of the houses all internal structure was removed at ground floor level in the late 19th century to form open factory space. The necessary structural support to the upper floors, that usually remained in residential use, was often created by reinstating a single cast iron column, or such like, in the centre of the plan, or otherwise we simply relied on the strength of the original floor beams spanning between the party walls.

  18401. Our earlier evidence to the Committee focused on three buildings that we had invited the Promoter to visit and inspect internally. We had chosen these three buildings on the basis that they are open to the public anyway and therefore reasonably accessible and that they demonstrated an original cross-section of the construction issues typical in the area. We pressed the Promoter to visit these buildings because it seemed clear to us that the scope of their settlement assessment reports did not adequately reveal their condition and risks of damage from settlement. These properties, which the Promoter and his experts did visit, comprised 19 Princelet Street, the Museum of Immigration, 84 Commercial Street, which is Ten Bells Public House, and Christ Church, which you will know of. No assessment at all had been made of Christ Church. The conclusion of these visits was that in the case of Ten Bells at least they confirmed that they were happy with their original assessment, but the other two properties now required further consideration. They duly reported that further investigations would be carried out into the effects of likely settlement on Christ Church and that the building sensitivity score for No 19 Princelet Street would be upgraded from category 2 to category 3. This changed the impact from negligible to a moderate magnitude and the overall assessment from a negligible impact to a potentially significant impact.

  18402. I have generally been referring there to the historic building assessments carried out by Alan Baxter Associates on behalf of the Promoter, but we have also received advice subsequently from various structural engineers who have worked on the repair of these buildings in the area and who have now have sight of the assessments carried out by the Promoter, and they raise rather more technical concerns arising from shortcomings in the engineering analysis carried out by Mott MacDonald.

  18403. I will summarise these. There is no information, for example, on what analytical model has been used, nor the data and assumptions that have been made in their input into this model. As it stands, all we have is a table of results to go on giving predicted settlements, strains and likely severity of damage. Even if the predicted settlement is accepted, it is not clear how they have used this to predict the likely crack width in particular properties. They have given a prediction of maximum strains in the buildings of .24 per cent, but they have not stated where this occurs. One would assume, perhaps, that it is at the interface between the foundations and the subsoil. If that is the case, these will be magnified up the height of the building, as a result of the hogging-the-shoulder effect as the tunnels come through, the way the ground settles in various curved forms, this would have the result of movement and cracking at higher levels and is likely to be considerably more than the .1mm predicted. They also pointed out that there is a severe lack of tensile resistance within the buildings due to the lack of bonding and cross-walls, the presence of lime mortar, and the poor bearing of often rotted timbers on supporting walls or even worse rotted wall plates. This means that movement would have serious consequences for the buildings, requiring extensive remedial works and repairs.

  18404. Of course, the risk of collapse, which was referred to in a letter from the Ancient Monuments Society to Norman Haste of Crossrail back in 2004 when we first picked up this issue, and all the above clearly demonstrate that the original assessments were inadequate. I referred earlier to the fact that these assessments had just been made from the public highway. The Promoter claims in his response to the Select Committee's interim decisions of 11 October: "That an individual report of all the listed buildings in Spitalfields has been produced". We have made a further analysis, you do not have to dig very deep, of the settlement assessment reports and it reveals that this is clearly mistaken. For example, there are detached buildings, and these are listed buildings, to the rear of number 3, no 5, no 7, and no 9 Princelet Street, and to the rear of no's 13, 23, 24, and 25 that have not been inspected at all. There are also large and architecturally notable extensions to properties, such as no 4 Princelet Street, which is featured in countless well-known film—it is a well-known filming venue and maybe they took that as the evidence—and the old synagogue to the rear of no 17 Wilkes Street, both these properties have been entirely overlooked internally. In our view, that clearly demonstrates that the original assessments are not complete.

  18405. Can I demonstrate something. I have only got one thing to put up in front of you but it is an extract from the assessment report for numbers 17 to 25.[6]


  18406. Chairman: For the record, can we have that as A205.

  18407. Mr Wheeler: The description given refers only to the front elevation. If we go a bit further down the page, it starts with plain stock brickwork with red rubbed brick dressings. I will not read all that, but it comprises entirely of a description of the front elevation. It is not surprising that when they get on to the next bit of the report where they talk about significant and potentially vulnerable features, read that list, that is entirely a description of defects or likely risks to the front elevation as well, no consideration of any internal features or internal risk of damage at all nor any buildings beyond that front elevation. In estate agents' circles this is what I think they call a second gear survey; second gear being the gear you need to engage as you drive past the building to make your survey.

  18408. Then they get to the technical bit at the bottom of that page where it says foundations. The technical bit is so short I will read it all. Corbelled brick strip footing is approximately 2 metres to 2.5 metres below road level. That is the technical analysis. There is a likely settlement, and you see the heading of that likely construction, then we go on to likely settlement and there is a single sentence which goes on to the next page. Can we look at the next page, but the remainder of that sentence talks about differential movement between one of the buildings at the end and the next-door building, nothing to do with 17 to 25. Again, you see all the pictures and they are all outside the front door. My understanding is that this process, this Bill, essentially comprises the equivalent of the Promoter applying for planning permission, or in the case of these buildings, listing building consent for the works that will so affect these historic structures. The reports prepared to date come absolutely nowhere near complying with the scope of detail required for historic building assessments by the local authority if you were submitting a listed building application. If any of the residents of those buildings have to make any changes, and they are not going to be likely to be anything as significant as the whole building setting by half a brick force, if any of them applied to make any changes to these buildings, they would have to do a historic building assessment which is enormously more detailed than you have in front of you from the Promoter.

  18409. There are technical guidelines for how the Promoter ought to go about this. They are contained in government guidance PPG15 which demands a detailed understanding of the historic character and significance of the buildings concerned and the government guidance PPG15 particularly refers to internal features like panelling, stucco, and plaster freezes, none of this has been tackled in these assessments at all . Let me quickly demonstrate the last point considering number 17 to 25. I will describe a few things they have missed. To the rear of no 17 there is an old synagogue, two-storey galleried space supported on cast iron columns, and apparently one of the first synagogue in the country. It incorporates many of the characteristics of a synagogue at no 19 which has been found to be deserving of a reassessment. This building behind no 17 is not mentioned in the Promoter's assessment at all. No 19 is entirely underpinned with concrete footings and a lowered basement floor, the only house treated this way in the street, and is therefore guaranteed to move differently from its neighbours. This presents very critical issues and again has been ignored in the assessments. No 21 remains entirely in its original form on its three upper floors but has been gutted at ground level in the way I described right at the outset where the whole of the ground floor and all the structure was removed to make way for factory space. It is now being turned back into a house and has no rear wall at all at basement ground floor level but has a two-storey glass screen of full height, any movement will render these useless. The internal structure now rests entirely on a single cast iron post in the basement, as I described earlier, a very typical construction. No 23 includes a complete self-contained dwelling in the rear garden of original historic construction with a glazed lantern roof. Another building which has been completely missed. No 25 demonstrates what happens when work is undertaken without sufficient analysis of the historical fabric.

  18410. While this building was being converted back to residential use some 20 years ago the entire front wall came loose and crashed down into the street. The fragile junction between the front wall and the remainder of the structure, so absolutely typical in all these buildings, simply gave way as a result of building works elsewhere in the house. What arises from all this is two main points and I will reiterate them again. Firstly, as I say, the assessments which have been carried out have been shown to be inadequate and incomplete. Secondly, the Promoter has not produced individual reports for all the listed buildings in the area. We had hoped that we had demonstrated the inadequacies of these reports in our submission of 13 June last year and we were encouraged by the Committee's decision which asked the Promoter to come back to the Committee in the autumn and demonstrate clearly that an individual assessment has been made of each listed building and historic building in the area and that the appropriate mitigation has been put in place.

  18411. The Promoter has subsequently replied to confirm that the reports he has already prepared are all that he intends to produce at this stage. We do not believe that you, the Committee, would have asked him to come back to the Committee in the autumn if you had been happy with those previous reports. I have already demonstrated how those reports are so wide of the mark of current public government guidance PPG15, we do not believe you would have asked him to come back again if you had been satisfied with what he had already produced. We therefore require the following undertaking.

  18412. All listed and historic buildings under an accurate and comprehensive individual inspection and assessment now and not once work has started on the tunnelling; to determine the settlement impact and mitigation measures, firstly: for the long-term protection of the individual buildings so affected, but also, secondly, to give a clear idea of the likely impact of the Promoter's preferred route alignment on the historic fabric of the area before you make your decision on the final selection of the route. There is no use doing this work after you have decided the route. I appreciate you may feel that you have already asked the Promoter for this undertaking in October, but can we now ensure that we are not fobbed off again by Crossrail and that the Promoter now takes these issues of settlement and potential damage to the historic fabric of our city seriously and does these reports properly?

  18413. There are a number of other undertakings in respect of the Petitioners whom I represent but they will be listed by Pat Jones when she gives her submission for the Spitalfields Society so I will not go over them again here. Thank you very much.

  18414. Mr Mould: I do not know if you want me to deal with it now or ...

  18415. Chairman: Bearing in mind the statements which are being made in relation to what this Committee has been told, I think it is important that we call Mr Berryman to answer some questions.

  18416. Mr Mould: Very well.

  18417. Chairman: I think we will now adjourn until ten minutes to twelve.

  After a short break

  18418. Chairman: Mr Mould, we have been told by Mr Wheeler that we have been fobbed off, and it is your job now to prove otherwise.

  18419. Mr Mould: We do not accept that we are fobbing you off. Mr Berryman is here so I will ask him to tell the story to a large extent, but I can perhaps begin by reminding you of your interim decision in relation to the historic buildings in Spitalfields, and I would ask Mr Fry to put up paragraph 16830.[7] This is Day 58, when we came back with our response to your interim decision, if you recall, and it sets out the decision and the response. The first point I would draw to your attention is that you heard, as you say at 16830, a great deal of evidence about listed buildings in the Princelet Street area. Sir, I cannot remember who was sitting in the Chair, but I think it was Mr Liddell-Grainger, and I am not sure whether you personally were present, but certainly you will recall from reading the transcripts that there was a great deal of debate about this in June, and we heard from Mr Berryman at that time, and we drew attention to the Information Paper which deals with the settlement process and settlement investigation, and we note specifically about the approach to listed buildings.

  Mr Keith Berryman, Recalled

  Examined by Mr Mould


6   Committee Ref: A205, Settlement Assessment Reports, 17-25 Wilkes Street, Tower Hamlets (SCN-20070130-012 to -015). Back

7   Para 16830. Back


 
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