“The council’s engineer has offered to meet you at your property to go through the structural report and why the property has been classified as structurally unstable. If you would like to meet to discuss this matter please contact me… I understand your objection to the classification of the property, but can assure you that if structural movement was not ongoing at the property then it would not have been classified as unfit. The classification will not affect the market value of your property as the fitness inspection has no bearing upon the Council’s Surveyor’s valuation. Although the Council is proceeding with the Compulsory Purchase Order procedure, we are still committed to acquiring your property by agreement and would like to negotiate the market value of your property.”
“In addition…our clients claim a loss payment of 7.5% of the agreed or determined value (section 106 Planning and Compulsory Purchase Act 2004 ) together with interest, costs associated with purchasing the alternative property, professional fees and compensation for our clients’ very considerable time and effort in dealing with this protracted matter and loss of rent.”
“No 3 Coal Clough Lane suffers from subsidence to the extent that it would not be possible to demolish No 1 and build a gable up to No 3. Based on an external visual survey and studies of the local Ordnance Survey plans I would suggest that the problems with 1 and 3 have arisen because it No 1 is built over a ‘filled’ quarry that has consolidated causing No 1 to slip and drag No 3 with it. Both 1 and 3 Coal Clough Lane need to be demolished so that a gable wall can be built up to No5. Both 1 and 3 Coal Clough Lane do not comply withsection 604 of the Housing Act 1985 ”
“The Ordnance Survey plans of 1890 show a quarry in the vicinity, the extents of which encompass the whole of the terrace including 1 and 3 Coal Clough Lane… …The rear, gable and front of No 1 Coal Clough Lane is suffering extensively from subsidence which is most likely due to settlement and consolidation of the fill material to the quarry. As terrace properties are interlinked they depend upon each other for structural support and if one property has a problem the effect manifests down the terrace with reducing severity. Unfortunately in this case the subsidence at the end of the terrace, No 1, is so significant that it has in effect ‘dragged’ No 3 with it and this property appears to have ‘broken its back’ on the front and rear elevations. This distortion is so great that I consider the property to be unstable. As the whole of the terrace is built over the former quarry, I would expect that sooner rather than later problems will arise within the remainder of the block… 10 …If one was to underpin these two buildings now this would arrest further movement, but it would not correct existing distortions and it would re-assign the ‘locked-in” stresses to the remainder of the block possibly causing premature failure. I am of the opinion that the only option is to demolish these two properties and re-build a structural gable wall with movements joints between this new wall and the remainder of the terrace.”