Section 1 Clearance or treatment of unsuitable material

Clearance or treatment of unsuitable material

  1. Site Investigation
    1. Unsuitable Material

      Site Investigation

      1.1The preparation of the site will depend on the findings of the site investigation. The site investigation is relevant to Sections 1, 2 and 3 of this Approved Document and also to the requirements of Approved Document A with respect to foundations. The site investigation should consist of a number of well-defined stages:

      • a
      • b
      • c
      • d

      1.2The extent and level of investigation need to be tailored to the type of development and the previous use of land. Typically the site investigation should include susceptibility to groundwater levels and flow, underlying geology, and ground and hydro-geological properties. A geotechnical site investigation should identify physical hazards for site development, determine an appropriate design and provide soil parameters for design and construction. British Standard BS 5930:199914 provides comprehensive guidance on site investigations. Guidance on site investigation for low-rise buildings is given in six BRE Digests covering procurement15, desk studies16, the walk- over survey17, trial pits18, soil description19 and direct investigation20. Reference should also be made to BS 8103-1:199521.

      1.3Where the site is potentially affected by contaminants, a combined geotechnical and geo-environmental investigation should be considered. Guidance on assessing and remediating sites affected by contaminants is given in Section 2: Resistance to contaminants.

      Unsuitable Material

      Diagram 11.4 Vegetable matter such as turf and roots should be removed from the ground to be covered by the building at least to a depth to prevent later growth. The effects of roots close to the building also need to be assessed. Consideration should be given to whether this provision need apply to a building used wholly for:

      • A. storing goods, provided that any persons who are habitually employed in the building are engaged only in taking in, caring for or taking out the goods; or
      • B. a purpose such that the provision would not serve to increase protection to the health or safety of any persons habitually employed in the building.
        1.5 Where mature trees are present on sites with shrinkable clays (see Diagram 1 and Table 1), the potential damage arising from ground heave to services and floor slabs and oversite concrete should be assessed. Reference should be made to BRE Digest 29822. Where soils and vegetation type would require significant quantities of soil to be removed, reference should be made to BRE Digests 24023 and 24124, and to the FBE (Foundation for the Built Environment) report25. The effects of remaining trees on services and building movements close to the building need to be assessed using guidance in NHBC (National House Building Council) Standards Chapter 4.226. 1 Distribution of shrinkable clays and principal sulphate:sulphide bearing strata in England and Wales 1 Distribution of shrinkable clays and principal sulphate:sulphide bearing strata in England and Wales 1.6 Building services such as below ground drainage should be sufficiently robust or flexible to accommodate the presence of any tree roots. Joints should be made so that roots will not penetrate them. Where roots could pose a hazard to building services, consideration should be given to their removal. 1.7On sites previously used for buildings, consideration should be given to the presence of existing foundations, services, buried tanks and any other infrastructure that could endanger persons in and about the building and any land associated with the building. 1.8Where the site contains fill or made ground, consideration should be given to its compressibility and its potential for collapse on wetting, and to appropriate remedial measures to prevent damaging differential settlement. Guidance is given in BRE Digest 42727 and BRE Report BR 42428.

      • 1 Distribution of shrinkable clays and principal sulphate:sulphide bearing strata in England and Wales 1 Distribution of shrinkable clays and principal sulphate:sulphide bearing strata in England and Wales
      • 2 Example of a conceptual model for a site showing source–pathway– receptor 2 Example of a conceptual model for a site showing source–pathway– receptor
      • 3 Subsoil drain cut during excavation 3 Subsoil drain cut during excavation
      • 4 Ground supported floor - construction- see par 4.7 4 Ground supported floor - construction- see par 4.7
      • 5 Suspended timber floor - construction - see par 4.14 a (i) Diagram 5 Suspended timber floor - construction - see par 4.14 a (i)
      • 6 Suspended floor - preventing water collection-see par4.14a Diagram 6 Suspended floor - preventing water collection-see par4.14a
      • 7 Typical floors exposed from below Diagram 7 Typical floors exposed from below
      • 8 Damp proof courses- see par 5.5-b Diagram 8 Damp proof courses- see par 5.5 (b)
      • 9 Protecting inner leaf - see par 5.5c Diagram 9 Protecting inner leaf - see par 5.5c
      • 10 Protection of wall head from precipitation - see par 5.9(c) Diagram 10 Protection of wall head from precipitation - see par 5.9(c)
      • 11 Insulated external walls examples -see paragraphs 5.10, 5.13 and 5.17 Diagram 11 Insulated external walls examples -see paragraphs 5.10, 5.13 and 5.17
      • 12 UK zones for exposure to driving rain 12 UK zones for exposure to driving rain
      • 13 Window reveals for use in areas of severe or very severe exposure to driving rain - see paragraph 5.32 Diagram 13 Window reveals for use in areas of severe or very severe exposure to driving rain - see paragraph 5.32
      • 14 Accessible threshold for use in exposed areas- see par 5.33 Diagram 14 Accessible threshold for use in exposed areas- see par 5.33
      • Table 1 Volume change potential for some common clays Table 1 Volume change potential for some common clays
      • Table 2 Examples of sites likely to contain contaminants Table 2 Examples of sites likely to contain contaminants
      • Table 3 Examples of possible contaminants Table 3 Examples of possible contaminants
      • Table 4 Maximum recommended exposure zones for insulated masonry walls Table 4 Maximum recommended exposure zones for insulated masonry walls