Subsidence – Risk, Response and Remedies Philip Hill – Landmark What Will We Cover What is subsidence and equally important what is not. The lender and insurer approach to subsidence including general policy terms and exclusions, claims management and recovery and contribution. Subsidence risk assessment methods. The range of actions the property owner can take to reduce the risk of subsidence. What is Subsidence? ‘Subsidence is the vertical downward movement of a building foundation due to loss of support of the ground from volumetric changes in sub soil’ There are a number of visible indications: Vertical/diagonal cracking – tapered in width. Cracks through Damp Proof Course (DPC) External cracking reflected internally Rucking of wallpaper at corners Re-pointing of mortar joints diagonally or vertically up walls Distortions of openings – doors/windows stick Rotation of the building towards trees on shrinkable clay soils Cracks appearing after a prolonged period of dry weather Seasonal opening and closing of cracks How is Subsidence Caused? (1 of 2) There are core causes and triggers: Causes: Soil shrinkage: Clay and silt Running water: can wash soil away. Man Made: Mining, in fill sites, vibration (Fracking?) Triggers: Trees and vegetation Leaking drains and water mains Man Made How is Subsidence Caused? (2 of 2) Soil Shrinkage is the predominant cause of subsidence in the UK >75%. Soils are either cohesive or non-cohesive but both will contain water. Cohesive (e.g. clay/silt) Volumetric change when wet or dry Clay is highly responsive to moisture Non-Cohesive (e.g. sand & gravel) Running water washes fine particles away PLUS: Decomposition – organic soils (Peat) Dissolve – chalk and limestone to create caves that collapse and cause sinkholes. Subsidence Triggers - 1of 3 Trees and Vegetation: 60% of all triggers Trees absorb water for photosynthesis Mature deciduous can remove >50,000L p.a. Dry periods – roots spread to search moisture Moisture removal can be up to 6m depth The desiccation zone (or zone of influence) is the area from which a tree removes moisture The extent of the zone depends on tree type, age and location of other trees Oak, Poplar and Willow regarded as worst offenders Subsidence Triggers – 2 of 3 Leaking Drains and Water Mains : 15-20% of triggers Water escaping softens the ground (or washes away particles) Drains can be cracked & opened by trees roots Drains are laid relatively low – trenches filled with excavated materials. Drain acts as sump and drawn in ground water erodes trench = consolidation and movement Subsidence Triggers – 3 of 3 Man Made Triggers – 20-25% of triggers: Removal of support – excavations around the foundations (extensions/new drains/work on adjacent land) Vibration can consolidate leading to drop – usually caused by heavy and constant traffic Changes in water table – often caused by sinking of a new well Issues Similar to Subsidence Heave: Opposite of Subsidence – upward movement of ground supporting building Only cohesive soils can heave Caused by removal of trees prior to development Slow process – can take 30 years! Landslip Movement of land mass down an incline or slope to find a natural level Covered for inland only Caused by increase in natural water or leaking drainage Other Causes of Cracking These are not usually covered within the insurance policy: Settlement Thermal Movement Lintel Failure – common when replacing windows Chemical Attack Roof Spread (Tile replacement / solar panels) Cavity Wall Tie Failure Subsidence in the UK Last 10 years subsidence has cost economy >£3bn – costliest geohazard 1 in 5 properties is at risk of effects of shrink/swell Annual incidents equal to flood Subsidence through soil shrinkage represents the largest ground instability risk in the UK The annual average insurer claims volume is 25,000 with costs of circa £250m – not including hidden environmental impact. (Similar scale to fire claims) Swiss RE with Swiss Technology Institute predict up to 50% increase in subsidence across Europe Lender Approach Lender approach is not as developed as that of insurer: CML guidelines: Conveyancer must carry out searches appropriate to property (locality & features) Property must have insurance covering ‘subsidence, heave and landslip’ May be a defect which is not covered by Valuation Report – recommended borrower should instigate more detailed reports Surveyor Valuation Report Report on visible damage or potential causes of damage – recommend further investigations Asks customer to check on previous subsidence claims or known to neighbours Where cracking, or previous subsidence the lender may: Withdraw offer Caveat offer subject to works completion Insurer Approach – Policy Content Policy Cover – Standard Wording ‘Subsidence or heave of the site upon which the buildings stand or landslip’ Building is further defined Subsidence on Site Policy wording: ‘The downward movement of the ground upon which the building is founded for reason unconnected to the loading of the ground from the building’. Oxford English : ‘the gradual caving in or sinking of an area of land’ Confusion of settlement versus subsidence Case law – Barker vs. Lynch and NEM in 1990, the insurers sought to draw a distinction between subsidence and settlement. Judge stated ‘subsidence is an ordinary English word, when in an insurance policy will be read by ordinary people and it must therefore have an ordinary meaning’. The judge decided that the damage described as settlement due to building weight was subsidence within the meaning of the policy. Insurer Approach – Policy Content Exclusions Policy excess is usually £1000 of each and every incident of damage (residential) Caused by compaction of in fill (settlement not subsidence) Occurring whilst the buildings are undergoing demolition, structural alteration or structural repair. Caused by settlement, shrinkage or expansion. (Avoid claims early in a building’s life due to bedding down in constructional faults). Caused by river or coastal erosion Arise from defective design, materials or faulty workmanship. Arising from movement of solid floors unless the foundations beneath the exterior walls of the home are damaged by the same cause and at the same time. Insurer Approach – Claims Process Overview 40-60% of all claims are repudiated First phase = investigation, move to immediate repair Usually project managed through technically qualified person (in house/outsource) Investigation Soil types Trees & Vegetation – arboriculturst Drains test – CCTV Monitoring cracks Repair BRE guidelines for subsidence and type of repair Usual repairs are straightforward standard structure Sub Structure stabilisation – Underpinning or Micropiling Certificate of Structural Adequacy Insurer Approach – Liabilities Liability under contract A surveyor undertaking a survey – contract has implied condition that conducted as per professional standards. Failure (to detect the patent existence of subsidence damage) = breach of contract. Liability in tort of negligence Key factors: first a duty of care, second – breached, third – loss in consequence. Builder must build with reasonable skill and care, complying with standards of the day Surveyor duty to borrower – reliance on report in proceeding with purchase Architect, surveyor, engineer design or supervising building works. Liability in tort of nuisance Key factor – must be damage Common subsidence related is tree root trespass and damage. Insurer Approach – Liabilities Liability Under Statute Defective Premises Act 1972 Duty of house builder to build dwellings properly Duty of care with respect to work done on premises Landlord duty of care to repair premises Construction and installation in dwellings Company/person providing instruction and all subcontractors Party Wall Act 1996 Authorises work that would otherwise constitute trespass Work on existing wall, build new wall, excavate near neighbouring building Costs Coal Mining Subsidence Act 1991 Duty of British Coal Corporation to undertake/pay for remedial works Payment for depreciation in property value Insurer Approach – Recoveries Recovery Examples Vendor Misrepresentation (Ridge vs Crawley), Defective Premises Act 1972 Surveyors, Architects and Engineers Pre-purchase surveys Builder Defective Premises Act 1972 Local Authorities Building Regulations negligence, tree root trespass Adjoining Property Owners Failure to maintain, Third Party Wall Act, Tree nuisance, non natural user Water Companies Water Industry (Scheme for Adoption of Private Sewers) Regulation (2011): Water companies now ‘own’ sewers from property Leakage drains = 15% of subsidence issues Case for pursuit of damages against Water Companies – no precedent yet. Contribution Parties ABI Domestic Subsidence Tree Root Claims Agreement Third Party Liability (1997) Aim – to simplify claims from root trespass and nuisance for private individuals When claim from neigthbour’s tree, building insurer places tree owner on notice of the established nuisance and request mitigation actions. Tree owner must contact their contents insurer Failure to mitigate, and further movement, = recovery action against the adjoining occupier Note: Liability cover resides with the contents insurer Insurer Approach – Key Case Studies Leading decisions on liability and causation: Patterson vs Humberside County Council (1995). Claimant must establish that neighbouring trees were ‘effective and substantial’ cause. Susceptibility to subsidence is immaterial. Capacity to Sue Delaware Mansions Limited vs City of Westminster (2001). Prior to sale engineers stated structural damage by roots from local authority tree. Initial Court ruled Claimant could not sue for costs as damage was prior to freehold Court of Appeal overruled and upheld by House of Lords Nuisance existed prior was irrelevant & Defendant can give notice/reasonable opportunity to abate before liability for expenditure can arise Foreseeability of damage Russell vs London Borough of Barnet (1984) – local authority has knowledge of trees Greenwood vs Portwood (1984) – domestic owner no knowledge • Butcher vs Perkins – domestic tree owner should know • Court usually adopt Greenwood Subsidence Risk Services Current Situation: No objective method in place – yet largest geohazard in UK Current risk is based on geology only – broad soil type with shrink/swell capability What does that mean and what do I do? Landmark, in association with Property Assure, introduces a new range of subsidence risk assessment and risk management services. • The first reports to use subsidence claims data and subsidence experts to determine subsidence risk • The reports don’t jack flag up issues; they provide guidance, risk management approaches to reduce subsidence risk • A full range of investigative services – no unanswered questions • The reports provide an explanation of subsidence and its causes with a further wealth of information available at a new dedicated website – www.subsidencesupport.co.uk • Technical Helpline – Experts are a call away to help you with any aspect of subsidence “Subsidence Risk Rating – Postcode” The first objective evaluation tool to validate subsidence risk from soil movement. Its key features are: England and Wales only Provides risk at detailed postcode level (i.e. BN3 7BD) Core content – clay shrinkage and drainage related subsidence Risk is calculated from actual subsidence claims information 4 levels of risk (variance to average) – Low, Medium, High and Very High Average is calculated as: Total number of jobs / total number of residences in postcodes (containing at least one property) Contains further information on subsidence, its causes, what to do to reduce the risk and what further options are available. Subsidence Risk Rating - Postcode When to order? Subsidence Risk varies within Postcode areas, district, sector Risk Alert System will flag postcode districts where very high/high risk postcodes sectors exist Peterborough District Very High/High Medium/Low District Very High/High Medium/Low PE1 PE1 4 PE1 1, PE1 2, PE1 3, PE1 5 PE6 PE6 0, PE6 7, PE6 8 PE6 9 PE2 PE2 5, PE2 6, PE2 7, PE2 8, PE2 9 PE7 PE7 0, PE8 1, PE7 2 PE7 8 PE3 PE3 6, PE3 7, PE3 8, PE3 9 PE8 PE8 4, PE8 5, PE8 6 PE4 PE4 6 PE9 PE9 1, PE9 2, PE9 3, PE9 4 PE5 PE5 7 PE10 PE10 0 PE4 5, PE4 7 PE10 9 Subsidence Risk Rating – Postcode Interpreting Results Suggested approach; however driven by the customer’s attitude and requirements: Low/Medium – there may be a possible subsidence issue however low need for further investigation. Check trees (extensive) – require consideration. High/Very high. Need to view the specific property to understand the extent of influencers. This may identify whether there are trees and vegetation and information on the property age and draining. It may be worthwhile to consider further investigations. Investigation Services Subsidence Risk Rating – Property • Use when Very High/High • Site visit collecting site specific information – soil, drainage, trees and location. Surveyor review and opinion on key risks and effective mitigation requirements. • Subsidence Risk Report – Specific Defect • Use when cracking identified in property, signs of historic movement or previous subsidence repairs • Qualified Building Surveyor checks cracking or with previous subsidence checks the Certificate of Structural Adequacy and the current state of the repairs. • Subsidence Risk Report – Arboriculture • Use when vegetation is identified as an issue • Full site inspection of trees and shrubs against subsidence and duty of care with full plan of works required. • Subsidence Risk Report – Drainage • Particularly relevant with glazed clayware drainage pipes • Full drainage survey including CCTV and report of waste and storm pipes How Do I Select What is Needed? Subsidence Risk Rating – Postcode undertaken Result: Result: Low/Medium Risk Consider checking trees and drains Very High/High Risk Any subsidence related issues in Valuation Survey No Signs of Cracking/previous Movement? Yes Numerous Trees close to property? Subsidence Risk Rating – Property to provide property specific risk assessment Subsidence Risk Report – Specific Defect Yes Subsidence Risk Report – Arboriculture Yes Salt glazed pipework Or old property? Subsidence Risk Report – Drainage Subsidence Risk Mitigation Trees and Vegetation Tree management strategies are considered to mitigate any future risk: • If trees too close and planted after the property was built, relocate. • If trees too close, and planted before property built, manage by pollarding and crown thinning. Do not remove without specialist advice – could cause heave. Note restrictions: • Cannot move or alter trees with Tree Preservation Order (TPO) or if in conservation area. Must seek consent/advice from Local Authority. • Trees that are not within the owner’s property boundaries. • Mitigation in respect of local authority trees can be problematic. The Joint Mitigation representatives to produce a guide and structure as to the process of tree migration activities. JMP is available from London Tree Officers Association (website: www.ltoa.org.uk) Subsidence Risk Mitigation Drainage • General maintenance checks should be carried out. • Checks should be made for blocked or leaking drains; dirt and leaves cleared from gutters; and pipes checked to make sure there are no splits. • It is particularly important to carry out these inspections on older properties where the drains comprise of salt glazed clayware pipework. (Root ingress is not uncommon leading to increased leakage) • Minimum recommendation – manholes are lifted and inspected on an annual basis. • Any concerns of the drainage system integrity, a specialised CCTV survey can be undertaken to assess its condition. Subsidence Risk Services Easy to use Service Subsidence Risk Rating Postcode Price (Ex VAT) Average Turnaround £15 1 working day from receipt Subsidence Risk Rating – Property £265 10 working days Subsidence Risk Report - Specific Defect. £375 10 working days Subsidence Risk Report Arboriculture £419 10 working days Subsidence Risk Report Drainage £318 10 working days Summary • Subsidence is equivalent to flooding in terms of number of incidents in annual average and events. European forecast for subsidence increase. • Subsidence through soil shrinkage is the largest cause of subsidence accounting for 75% of incidents. • There are a number of core causes of subsidence, many of which require a further, known trigger. • Lenders approach is not as developed as insurers – need to understand policy content and definitions. • Subsidence, policy, definition and management approaches evolving. Codes of Practice developed by ABI and other interested parties. • Legal precedence set for many aspects of subsidence – change in Sewer Ownership 2011 not precedent as yet. • Subsidence risk assessment developed from actual claims information and claims management expertise Some other reports available... Webinar CPD Information & Disclaimer CPD Ref: EGM/LING This course is not intended to give legal advice and should not be relied on. It is not to be regarded as a full statement of law and practice in this area and specific advice should be taken on matters of concern. STL www.stlgroup.co.uk Tel: 0800 318611 or email: info@stlgroup.co.uk