Some key questions for a successful project
Although hidden away, structural waterproofing can be particularly sensitive to failures, largely due to poor workmanship, the inappropriate use of materials or bad design. As a result, a range of factors need to be carefully considered when undertaking such works, to ensure a positive outcome. Below are some ‘key questions’ for anyone considering taking on a structural waterproofing project.
A design team includes an experienced waterproofing specialist, who should be engaged at the earliest possible stage.
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It Is important that the geology and hydrogeology, as well as the external drainage options and groundwater conditions of a site, are carefully considered. The type of soil and the water table also need to be evaluated, as well as any ground gas concerns.
There are four grades to consider, 1a, 1b, 2 and 3. Examples of a grade 1 structures include a car park and plant room without electrical equipment, where it’s considered tolerable to have some seepage and damp areas. No water penetration is acceptable for grade 2 structures, and for damp areas that are tolerable, ventilation might be required. No water penetration is acceptable again for grade 3, and this performance level also specifies ventilation, dehumidification or air conditioning as necessary appropriate to the intended use. If you are looking to use the new basement room as habitable space then you will need to achieve grade 3.
There are three waterproofing systems, Type A, B and C. However in reality for most basement conversions you will be limited to certain type A and type C systems.
Type A, usually referred to as ‘tanked protection,’ is a structure with no integral protection against water penetration. It relies totally on a waterproofing membrane to keep water out. Type A forms of waterproofing may be applied internally or to the outside of the structure or, in some cases, sandwiched between two skins of masonry or concrete.
Type B are structures built with a water-resistant shell, usually constructed out of reinforced concrete to an appropriate design code, which gives guidance in the grade of concrete to be used and spacing of the reinforcing steel. Special additives may also be used.
Type C or ‘drained cavity’ systems rely on a drained cavity within the basement structure. There is a permanent reliance on the cavity to collect groundwater that enters through the fabric of the structure. The drainage system directs the water to a drain or sump, where it can be removed from the building by gravity or pumping.
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First and foremost, the construction teams applying, installing and building the underground space must be fully aware of the critical nature of what they are doing, the importance of accuracy and the implications of any defects and errors.
Contingency planning for any localised defects should also be included as part of the overall water-resisting design for the structure. If feasible repair is not possible, then it may be required to look at what can be done in respect of the risk posed by groundwater.
In most cases, planning permission is unlikely to be needed when converting an existing basement or cellar. However Before progressing with a basement conversion, you should check with your local authority whether planning permission is required.