RICS Level 3 Building Survey in BS40 6

The Chew Valley area, encompassing BS40 6, presents unique challenges for property buyers. Many properties in this area were constructed using traditional methods, with solid walls, locally sourced Mendip limestone, and traditional brickwork. These older properties, while full of character, can harbor hidden defects that are not apparent during a casual viewing. Our qualified inspectors have extensive experience surveying properties across the villages of East Harptree, West Harptree, and Compton Martin, and they understand the specific construction methods used in this region.

A RICS Level 3 Survey goes far beyond the basic visual inspection provided by other survey types. Our inspectors will physically examine all accessible areas of the property, including the roof space, sub-floor areas, and service installations. They will identify defects, assess their cause and significance, and provide clear recommendations for any necessary repairs or further investigations. For properties in BS40 6, this is particularly important given the prevalence of older buildings that may have settlement issues, damp problems, or timber defects.

The geology of the Mendip Hills and Chew Valley means that some properties may be built on clay soils, which can cause shrink-swell movement leading to structural issues over time. Additionally, properties near the River Chew and its tributaries may be at risk of fluvial flooding. Our inspectors take all of these local factors into account when assessing a property, providing you with a report that is tailored to the specific risks associated with properties in this area.

• Thorough inspection of all accessible structural elements
• Assessment of damp, rot, and timber defects
• Evaluation of roofing, chimneys, and flashings
• Analysis of walls, floors, and ceilings
• Inspection of services including electrics and plumbing
• Identification of potential environmental risks

Properties in the Chew Valley area face several common issues that our inspectors frequently identify during surveys. Given the age of much of the housing stock in BS40 6, damp problems are prevalent, including rising damp, penetrating damp, and condensation issues. These problems can be particularly acute in properties with solid walls that lack modern damp-proof courses. Our inspectors will assess the extent of any damp issues and recommend appropriate remediation measures. In properties with Mendip limestone walls, moisture can travel through the porous stone, leading to internal damp problems that are not immediately visible during a viewing.

Timber defects are another common concern in this area. Properties built using traditional methods often feature exposed timber beams, original floorboards, and roof structures that may be affected by woodworm or wet rot. Our inspectors will carefully examine all accessible timber elements and flag any areas requiring specialist treatment. The roof structures in particular, often constructed with traditional oak frames, can be vulnerable to woodworm infestation that may have been active for many years without being noticed. Additionally, roofing issues are frequently identified, including slipped tiles, deteriorated leadwork, and problems with chimneys that are typical of older properties in this region.

The local geology also plays a role in the condition of properties in BS40 6. Clay soils, which are present in the Chew Valley, can shrink during dry periods and swell during wet weather, potentially causing movement in foundations and structural walls. Our inspectors are trained to identify signs of subsidence or heave, such as cracking in walls or doors that no longer close properly. If any such issues are identified, we will recommend further investigation by a structural engineer. The Mendip Hills region also has a historical association with mining activities, and while the immediate BS40 6 area may not be directly affected, our inspectors remain aware of the potential for mine workings to cause ground instability in some locations.

Properties near the River Chew and its tributaries may be at risk of fluvial flooding, particularly those located in low-lying areas or those with watercourses running through their grounds. Surface water flooding can also be a concern in rural areas with varied topography, especially after periods of heavy rainfall. Our survey reports will highlight any flood risks identified and provide practical advice on mitigation measures that may be required.