Select Committee on the Crossrail Bill Minutes of Evidence


Examination of Witnesses (Questions 4160 - 4179)

  4160. LORD BROOKE OF ALVETHORPE: Yes.

   (Professor Mair) The principal structure here are the three masonry storeys that you see here and there is a very flexible attic structure on top. It is not illustrated well in this photograph but I believe there have been other photographs shown to you, which show the nature of the historically interesting but structurally not very robust weavers' attics on top of the building, which, in terms of the way these buildings will behave as far as the tensile strain calculation is concerned, that is a really rather small consequence, the attic part. The height that has been assumed in these calculations is, I believe, the correct height when one is trying to assess the overall performance of this building.

  4161. MR MOULD: While we are on this page and a related point, would you mind dealing now with foundations and explaining the assumption made in relation to that?

   (Professor Mair) Towards the bottom of the page you see the heading "foundations" and the likely construction is described as "corbelled brick strip footings approximately two to two and a half metres below road level" and that is an assessment that is appropriate for Georgian buildings with cellars, that the foundations would be very close, just a short distance below the cellar door, which essentially is what has been stated there.

  4162. And this page is the work of Alan Baxter Associates; that is right, is it not?

   (Professor Mair) As I understand it that is correct, yes.

  4163. MR MOULD: The Committee heard about their work in this field yesterday and I do not think that is a point in issue in itself.

  4164. BARONESS FOOKES: Before we go on could I just clarify this question of the height of the building because a lot was made of it yesterday. As I understand it, what you are saying is that the attic structure above is of insignificant importance and therefore does not need to be taken into account when looking at the height, is that right? Otherwise there is a discrepancy which I do not follow?

   (Professor Mair) I perhaps would not go as far as saying that the attic is of no importance but it is not part of the main masonry structure of the building.

  4165. And that is the part that counts when you are looking at strain?

   (Professor Mair) That is correct.

  4166. That would account for the discrepancy noted by one of the witnesses?

   (Professor Mair) It would account for that, yes.

  4167. MR MOULD: So we move on to the next page, please.[31] There are two things with which I would like you to help us on this. First of all we can see at the bottom of this page, which is a series of photographs of the buildings at 17—25 Wilkes Street, we see references and reference to the Survey of London, and I think you can help the Committee with the source information that Baxter Associates had available to them when they were compiling this and indeed other reports in relation to listed buildings in the Spitalfields area.

  (Professor Mair) As I understand it the information that Alan Baxter has assembled for these buildings is all publicly available information. There is the Survey of London; there is also Pevsner's Buildings of England; there also the English Heritage statutory lists of such buildings. So all that information was obtained from those sources. These six photographs would have been taken by Alan Baxter as part of their assessment and on the previous page we noted various vulnerable features that they had listed. All of these photographs have special significance but the one on the bottom right is probably the easiest one to see. You can see clearly some brickwork that has got slightly out of alignment there. There is some evidence of movement.

  4168. That is the way in which Alan Baxter have assessed some of the features of the building. However, particularly, those sources of Survey of London, Pevsner's Buildings of England and the English Heritage list would also highlight very special heritage features, both within and outside the building.

  4169. MR MOULD: We might at this point just pick up on Lord Young's point. You told the Committee what you understand to have been the range of information available to Alan Baxter's and we have heard about their experience and expertise in relation to this kind of work. Have you raised with them the logic, if you will, of their reliance on that information as opposed to, as we know, not undertaking internal inspections of these buildings as being an appropriate and sufficient source of information for the purposes of the exercise you have described to the Committee?

   (Professor Mair) I will say, first and foremost, that Alan Baxter are pre-eminent in this field; they are extremely well-known as experts on all kinds of buildings but, in particular, they know a great deal about heritage buildings—listed buildings. The point that I was describing a few minutes ago, on the scoring system, is that if there is a building that has a heritage feature—some really important and extremely delicate internal feature—that would be almost certainly known about and stated, and would be part of the assessment. The highest score, 2, which I described, which was in cases where finishes which, if damaged, would have a significant effect on the heritage of the building (and an example was given of a fresco or something like that) then that fresco would be known about, would be documented and would have been part of the assessment.

  4170. CHAIRMAN: It can be isolated, can it not, if necessary? If the damage is likely to be more severe than you are talking about, plasterwork and such like can be isolated from the immediately adjoining structures.

   (Professor Mair) There are techniques for doing that, that is right. It requires highly specialist knowledge to do that and to do that in the right way, but that is sometimes done, yes.

  4171. LORD SNAPE: I am still confused, before you go on, Mr Mould, about how you can tell these features exist if you do not actually go into the building. You mentioned earlier on cornice ceilings, for example. Professor Mair, can you tell us: do you recognise a cornice ceiling from across the street (I hesitate to use that phrase but it was used by one of the witnesses) on a second-gear drive-past? If you do not look inside these buildings how do you know what features they have?

   (Professor Mair) I think the answer to that question is that you might not know about some unusual feature, but my understanding is that a firm like Alan Baxter, who knows these kinds of buildings extremely well, would identify if there was something particularly delicate and unusual—not least because it would be documented. I guess what we are distinguishing here is between very special features and perhaps a not-so-special feature.

  4172. Ordinary features.

   (Professor Mair) Ordinary features, yes.

  4173. When we put this point to Mr Berryman and said: "If you just do an external examination it must surely reflect on these scores"—the 1, 2 and 3 that you have gone into today, he said: "This was a preliminary" (I paraphrase) "or the first time we had looked at these and if there were some greater detail then we would go back and look again." Let us go back to Mr Mould's description of a cornice ceiling. You did wax—as lyrical as you do, Mr Mould—about cornice ceilings. How can you tell they exist if you have never actually been in the building?

  4174. MR MOULD: My Lord, my point really is this: the emphasis of the right-hand side of the table that we were looking at a few moments ago, is to identify as being of greater sensitivity those features which add significantly to the heritage value of the building in question. What this is about is about applying a particular methodology to buildings which are on the statutory list, and which are there precisely because they have some special architectural or historic feature of importance. That may be an external or it may be an internal feature, or both. The point—and here I echo what Professor Mair has just said to you—is that, as I understand it, one can be reasonably confident that where such features exist they will be documented and recorded, either on the statutory list or in one of the learned journals—that is to say, Pevsner's guide, or indeed in the Survey of London. Those sources of material do not simply confine themselves to external features. The statutory list, for example (and I say this from experience of dealing with this kind of work in practice; I am a lawyer, not a building surveyor), is that the statutory lists in relation to even the greatest section of listed buildings—that is to say, Grade II buildings, as your Lordship appreciates—is often set out in considerable detail as to both external and internal features.

  4175. We have been focusing on 17 to 25 Wilkes Street because Mr Wheeler, understandably, focused on that property because it includes his own property, so understandably he is concerned about the fate of that building, but your Lordships may have glanced through some of the descriptions which we have included in relation to other properties, that is to say the corresponding description of features of particular interest or sensitivity, and you will find that they do include, from time to time, not only external features but, also, internal features. The source for that, because, as we know, there were no internal inspections carried out when these reports were being undertaken, is, perforce, the information that was available from the specialist documents record that I have mentioned.

  4176. Also—and this is of some considerable importance—picking up, again, on the second point that Professor Mair has made, the expertise which Alan Baxter Associates have in surveying buildings in this class and category, armed as they are with the sources of information I have just described, and having carried out an external inspection of these buildings one-by-one, of which these photographs are a little bit of an illustration, as you will appreciate the skilled and experienced professional who deals day-in, day-out with this kind of structure will, armed with that information, be able to form a pretty clear sense of whether there are any features that might be within. Ultimately, one has to form a judgment as to how far one needs to go in order to form a reliable understanding of the sensitive aspects of buildings of this kind, in order to inform the exercise that is set out in these tables before you.

  4177. Of course, it is the combination of what we know about the engineering—Professor Mair has explained how very limited is the risk in that respect—and the sensitivity of the structures to which that very limited risk is being applied. One has to form a judgment as to how far one needs to go down the line of inspections of structures of that kind with the information one does have in order to complete that exercise reliably. Both Mott MacDonald and Alan Baxter are extremely experienced in doing this kind of work. My instructions are that these reports are informed by a considerable amount of cross-fertilisation of thinking between the two of them; so they have obviously looked critically—they have cross-validated each other's work—and what you see in relation to Wilkes Street, the coloured sheet, page 56, is a table which reflects that careful process of individual and collaborative consideration.

  4178. The question arises, notwithstanding all that, ought there to have been an internal inspection in any event at the stage when these reports were being prepared? We would say, with respect, no that was not necessary, and the judgment that was taken that that was not necessary was one which was a proper and sensible one, and indeed the right one. That is the case we make in relation to this point.

  4179. CHAIRMAN: Mr Mould, I may be out of date, but the listing system used to identify notable interiors as two-star. I do not know whether that still persists. Are there any two-stars?



31   Crossrail Ref: P23, 17-25 Wilkes Street, Historic Building and Features, Mott MacDonald (TOWHLB-XR5A-059) Back


 
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