"Please find enclosed on behalf of our client, Rockingham Motor Speedway Limited, a complete copy of the documents presenting the facts and sums claimed in the dispute between our client and your client."
"Notwithstanding the existence of the dispute and for the avoidance of any technical prevarication this is the claim in its final form which we propose to adjudication."
"(a) That the Oval was unfit for the purpose of staging high speed oval racing, or alternatively, that AWG was negligent in designing the Oval for the reasons set out in sections 3 and 4 of the Referral Notice and the expert report prepared by Mr. Tindall. "(b) That AWG should pay Rockingham£2,844,000 or such other sum as the adjudicator thinks fit. "(c) That Rockingham had suffered the financial loss set out in section 5 of the Referral Notice and the witness statement of Mr. Reed and that AWG should pay Rockingham£2,990,822.35 in respect of such financial loss, or such other sum as the adjudicator thinks fit. "(d) If the adjudicator finds that AWG should pay less than£2,844,000 (the full cost of replacing the Oval) then in the alternative to (c) AWG should pay£7,880,822.35 as compensation for financial loss particularised in section 5 of the Referral Notice. "(e) That AWG was negligent in designing the Rockingham Building under the terms of the Addendum to the contract and therefore caused the defects in the building and the tunnels as particularised in section 7 of the Referral Notice and in the report of Mr. Chisem.
"RMSL submits that AWG did not take the steps that were required of a reasonable and careful contractor in the circumstances and acted in breach of its contractual duty of care for the following reasons."
"(a) As most of the subsoil on site is clay (which is less permeable than other soil) the need for an effective subsoil drainage solution should have been obvious to AWG. In addition, drainage was drawn to AWG's attention in the Employers' Requirements and concerns as to the design chosen by AWG were expressed by RMSL during the course of the construction works. "(b) At the very least, AWG should have been wary of adopting any solution that would reduce the subsoil drainability at all. It is obvious from the mechanics and processes involved in lime stabilisation adopted by AWG that subsoil stabilised in this manner will be much less permeable once it has undergone the stabilisation process. Investigations have shown that the stabilised layer underneath the oval is impermeable. AWG should not have chosen this method. "(c) AWG should, at the very least, have been alerted to a risk of inadequate drainage and should have reconsidered the design decision. If AWG did not consider the potential impact on subsoil drainage of creating an almost impermeable layer underneath the oval in circumstances where the top pavement layers were designed to be permeable, AWG was clearly negligent. "(d) AWG's negligence is brought out starkly by the fact that the use of a granular Type one sub-base is the standard method of construction of works comparable to the Oval (see the expert report of Peter Tindall at paragraph 3.9) ..."
"Improved subsoil drainability needs to be provided and the only way of achieving this is by rebuilding the Oval on a granular sub-base."
"14.1 There is in my mind little doubt that had the stabilised layer been permeable - as I note was specified in the contract - the excess water problem would not have materialised. "14.2 Having considered all of the options I conclude that the reconstruction of the track (option 5) is the only solution which will allow water in the pavement to escape and thus finally to resolve the problem. The most reliable treatment is reconstruction to the original design including a granular sub-base instead of a stabilised one. This is also likely to be the quickest form of treatment."
"Our client also relies on the contents of paragraph 36 of the judgment of His Honour Judge Seymour Q.C. in Edmund Nuttall Limited v. R. G. Carter Limited."
"Whether at the time a notice of adjudication was given there was a dispute between the parties in relation to the matter sought to be referred must depend upon the facts and circumstances of the particular case, not least what the dispute is said to be about."
"AWG failed to comply with the standard expected of the ordinary contractor in designing the Oval (see paragraph 4.31 of the Referral Notice)."
"2.7 Adequate drainage of all layers in the pavement is necessary (as required by the Design Manual for Roads and Bridges) and is the only way to ensure that the track will function." "2.8 Exposing and dealing with the cause of the defect which is the absence of drainage in the lower part of the pavement is the solution. This requires heavy works."
"In these circumstances reconstruction of the track cannot be avoided. It is a necessity not a luxury. It is costly but it is the engineering solution that produces the right result."
"You can only consider the alleged dispute that was referred to you. This is the package of arguments and facts contained in the referral notice and nothing else."
"RMSL complaint is not that AWG was negligent in how it constructed the lime stabilised base (for example in not ensuring adequate drainage during and after construction). The Referral Notice, Peter Tindall's expert's report and the first witness statement of Rod Wolter make it abundantly clear that the complaint is of using a lime stabilised sub-base as part of the design in the manner which AWG/Colas chose to adopt."
"The above passage of the referral notice alone should have enabled AWG to meet RMSL's case on negligence. RMSL is still waiting to hear from AWG what positive steps were taken (by AWG/Colas) to consider the impact of drainage for the oval by using a lime stabilised sub-base. This is a crucial question as regards determination by you (the adjudicator) of whether AWG were or were not negligent. RMSL is not in a position to know what steps were taken ..."
"A fundamental flaw to the design which has not been corrected by adding the extra wearing course. To correct this flaw it is necessary to expose the stabilised layer in order to provide drainage."
"No doubt both sides could find many articles and papers that suit their particular argument with varying degrees of conviction."
"Not by the layer itself as such but by the absence of drainage to the layer."
"If you need more time please feel free to ring Nigel Robson on the above number ... during the weekend."
"I considered paragraph 3.10 of the Notice of Adjudication and the alternative matter in dispute set out therein. I also considered sections 3 and 4 of the Referral Notice referred to in the Notice of Adjudication and I was of the view that the matter before me was not limited to a single contention by the Referring Party that the cause of the water problem was the change in the Responding Party's design from a Type 1 sub-base to a stabilised soil sub-base but was of a wider remit such that the Responding Party had been negligent (generally) in the design of the Oval and specifically in respect of drainage considerations to the Oval track."
"42. I considered the evidence of the Parties regarding the appropriate standard of design of oval tracks. And 101. I considered the evidence (and differences between the parties) regarding the water draining (absorbing) qualities of a stabilised sub-base and that of a Type 1 sub-base. "43. I decided that the Responding Party took no account in the Oval track design of the extent or consequence of the water entering the surface of the Oval track and stored therein, or the subsequent consequential flow/release of such water on to the surface under the natural effects of the build up of the water flows down the slope of the track, or the ability of the relatively dense surfacing materials to adequately cater for such transverse flows to the drainage system at the lower edge of the track under gravity. "44. I decided that as a result of the omission of any consideration or implementation by the Responding Party in its Oval track design of the possibility and/or effects of water flowing on to the track, the Responding Party has failed to perform its design obligations with the requisite care and skill of a professional designer of such oval tracks. I decided that the Responding Party was in breach of its contractual duty of care owed to the Referring Party and that the Referring Party was entitled to reasonable damages flowing from this breach. "45. I was not, however, satisfied that the change in the pavement construction design from a Type 1 sub-base material to a stabilised soil material was in itself causative of the problem of water flowing on to the surface of the track. I decided from the evidence that it was probable that, in the event that Type 1 sub-base material had been utilised, that the said problem may have remained to a similar extent. "46. I was of the view that the replacement of the stabilised soil sub-base by Type 1 materials would not solve the problem of water remaining (or appearing) on the track and that a solution combined with additional drainage provision may be necessary. Whilst this was a matter for the Referring Party's design advisers, 106. I considered it relevant as it went to the reasonableness of the Referring Party's quantum claim in that it omitted any claim for additional drainage of the track."