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Fictional report example

Example independent damp and timber survey - London

A coherent solid-wall moisture investigation presented in the same broad sequence as a completed DampApp Pro report.

Harbour Building Pathology

Independent damp, timber and building-pathology inspections

14 Example Mews, London, W8 6AA

[email protected]

www.harbour-pathology.example

Independent Damp and Timber Survey

Client

Westbourne Residential Management

Private managing agent acting for the property owner

Property

28 Example Terrace, Kensington, London, W8 6AA

EPC E (potential C)

ReferenceHBP-2026-0523
Instruction20 May 2026
Survey23 May 2026
Report24 May 2026
Property description

Circa 1885 solid-brick mid-terrace with cellar and suspended timber ground floor

Prepared by

Jamie Taylor, CSRT

Independent damp and timber surveyor

Company History

Harbour Building Pathology is a fictional independent practice specialising in evidence-led damp, timber and traditional-building investigations. Recommendations are directed first at observed moisture sources, ventilation defects and affected materials.

Harbour Building Pathology

Independent damp, timber and building-pathology inspections

14 Example Mews, London, W8 6AA

[email protected]

www.harbour-pathology.example

Legal Disclaimer

This report records a non-destructive inspection of the accessible areas described. It is not a structural design, drainage test, invasive timber survey, valuation or guarantee that concealed defects are absent. Conclusions apply to the evidence available on the inspection date and should be reviewed if opening-up or repair outcomes provide different evidence.

Client Instructions

Investigate reported staining and mould at the front cellar and ground-floor external wall; inspect associated accessible timber and ventilation; record environmental conditions; identify the best-supported moisture mechanism; and provide proportionate next actions and budget allowances.

Executive Summary

The primary working conclusion is localised rainwater penetration. Internal staining, failed paint and the highest comparative moisture readings align with external staining below a cracked hopper and a downpipe joint that leaked during rainfall. Minor mould at the cooler cellar-wall junction is considered secondary to the persistently damp surface.

Elevated pin readings and localised softening were recorded at accessible joist ends beside the affected wall. The concealed extent cannot be established without targeted opening-up. The kitchen extract fan operated; the bathroom fan did not operate when tested.

No distinct low-level moisture profile, generalised raised ground level or accessible plumbing leak was identified. Repair the rainwater defect, restore bathroom extraction, inspect the joist bearings and allow drying before deciding whether plaster replacement or any damp-proofing treatment is justified.

One primary explanation is stated. Alternative causes remain under review only where the evidence or inspection limitations justify them.

Harbour Building Pathology

Independent damp, timber and building-pathology inspections

14 Example Mews, London, W8 6AA

[email protected]

www.harbour-pathology.example

Scope and Definitions

Accessible internal and external areas were inspected visually and with non-destructive moisture, temperature and relative-humidity measurements. Furniture, fixed finishes and stored contents were not removed. The cellar ceiling limited direct inspection of some joist bearings.

TermMeaning in this report
Working conclusionThe best-supported explanation at the inspection date, subject to recorded limitations.
WMEWood Moisture Equivalent: a comparative electrical reading requiring material and context interpretation.
Dew pointThe temperature at which air at the measured vapour content reaches saturation.
HHSRSAn assessor-led hazard rating method; arithmetic does not replace assessor judgement or an authority determination.

Energy Performance Certificate (EPC)

The EPC is recorded as contextual evidence. It does not diagnose dampness, and any insulation recommendation must be considered with the traditional solid-wall fabric and ventilation strategy.

Current ratingE - 47
Potential ratingC - 72
Floor area96 m²
Valid until3 Feb 2034

Harbour Building Pathology

Independent damp, timber and building-pathology inspections

14 Example Mews, London, W8 6AA

[email protected]

www.harbour-pathology.example

Description of Property

Two-storey mid-terraced dwelling with cellar, solid brick external walls, suspended timber ground floor, pitched slate roof and a later rear addition. The front elevation faces north-west. Occupancy was normal for the property size at the inspection.

External Observations

  • Local staining and algae below a cracked front rainwater hopper.
  • The adjacent downpipe joint leaked during rainfall and discharged partly over paving beside the cellar wall.
  • Pointing was locally weathered but generally intact away from the rainwater defect.
  • No generalised high external ground level was recorded at the inspected front elevation.

Adequacy of Ventilation

The kitchen intermittent extract fan operated. The bathroom intermittent fan did not operate when tested. Background ventilators were present and unobstructed in the inspected rooms.

Kitchen extractOperating
Bathroom extractNot operating
Background ventsOpen
Sub-floor ventsPartly restricted

Inspection Restrictions

Stored contents restricted parts of the cellar perimeter. Floor finishes and the cellar ceiling prevented full inspection of concealed joist bearings. No destructive opening-up, drainage test or laboratory salt analysis was included.

Harbour Building Pathology

Independent damp, timber and building-pathology inspections

14 Example Mews, London, W8 6AA

[email protected]

www.harbour-pathology.example

Structural Timber

Accessible front ground-floor joist ends beside the affected wall returned elevated pin readings, with local surface softening to one bearing. No fungal species identification was attempted. Targeted opening-up and assessment by a competent timber or structural specialist is required before repair or treatment is specified.

Damp and Mould

The moisture pattern was focal rather than a continuous low-level band. Surface mould was confined to the cooler cellar-wall junction. No active plumbing leak was visible in the inspected area. The observed rainwater defect and matching internal distribution provide the strongest current explanation.

Atmospheric Conditions

Spot readings describe conditions at the inspection only. They may change with weather, heating, occupancy and ventilation. The internal vapour pressure was modestly above the external reference, but room-wide humidity was not sufficient by itself to explain the focal masonry wetting.

Damp Survey Methodology

  • Visual inspection of accessible internal and external fabric.
  • Comparative electrical moisture profiling, interpreted against substrate and distribution.
  • Pin readings to accessible timber where appropriate.
  • Air temperature, relative humidity, dew point and surface-temperature comparison.
  • Correlation of internal findings with weather, drainage and external defects.

Harbour Building Pathology

Independent damp, timber and building-pathology inspections

14 Example Mews, London, W8 6AA

[email protected]

www.harbour-pathology.example

Floor Plan

Front cellar - marker D1
Rear cellar
Hall and stair
Front ground-floor room
Kitchen
Bathroom and rear addition
Diagrammatic inspection plan - not to scale - marker D1 identifies the focal damp area.

Environmental Conditions

These are spot readings, not continuous monitoring. Surface conditions and vapour pressure must be interpreted alongside the observed building defect.

External air12.0°C / 78% RH
External dew point8.3°C
Internal average20.0°C / 55% RH
Internal dew point10.7°C
Cellar air18.0°C / 61% RH
Cellar surface13.5°C
Internal VP1.29 kPa
External VP1.09 kPa

Harbour Building Pathology

Independent damp, timber and building-pathology inspections

14 Example Mews, London, W8 6AA

[email protected]

www.harbour-pathology.example

Condensation Risk Analysis (BS EN ISO 13788)

A steady-state screening calculation was completed for the front solid-brick wall using the recorded construction and selected climate assumptions.

This screening does not model rain penetration, liquid transport, air leakage or hygroscopic buffering. It does not override the separately observed rainwater defect.

U-value1.98 W/m²K
Total R0.506 m²K/W
fRsi0.601
Annual resultNo interstitial accumulation predicted
LayerThicknessLambda W/mKMuR m²K/Wsd m
Internal lime plaster18 mm0.8770.0210.126
Solid dense brick225 mm0.77160.2923.600
External lime render20 mm0.8770.0230.140

HHSRS Hazard Assessment (Assessor-entered)

A damp-and-mould entry was requested as a separate assessor-owned record. The likelihood and harm outcomes below are fictional inputs for this example.

The score is computed from the assessor inputs. It is not a local-authority determination and does not by itself establish legal compliance.

Assessor inputRecorded value
Likelihood1 in 100 over 12 months
Harm outcomesExtreme 0% - Severe 5% - Serious 20% - Moderate 75%
Calculated score118 - Category 2
Linked locationCellar and front ground-floor wall

Harbour Building Pathology

Independent damp, timber and building-pathology inspections

14 Example Mews, London, W8 6AA

[email protected]

www.harbour-pathology.example

Weather and Property Orientation - North-West

Light rain occurred during part of the inspection, allowing active leakage at the hopper/downpipe joint to be observed. Weather data and site observations refer to the same inspection period.

ConditionsLight rain
Temperature12°C
Humidity78%
WindW - 14 km/h

Subsoil and Drainage Details

The localised moisture pattern and observed rainwater defect carry more evidential weight than the soil dataset. Soil type alone is not used to diagnose rising damp.

Dataset fieldRecorded resultInterpretation limit
Soil typeLoam with clay influenceDesk-based context only
Clay / sand / silt29% / 38% / 33%Modelled data, not a site sample
Drainage characteristicModerateDoes not establish foundation drainage
pH6.7No diagnostic conclusion drawn

Harbour Building Pathology

Independent damp, timber and building-pathology inspections

14 Example Mews, London, W8 6AA

[email protected]

www.harbour-pathology.example

External Analysis

Rainwater goods - front elevation

Aligned with internal marker D1

Priority defect
Observation
Water escaped at the hopper/downpipe joint during rainfall. Staining and algae continued down to paving beside the cellar wall.
Evidence
The focal internal moisture profile aligns with the external defect location.
Interpretation
The evidence supports localised rainwater penetration as the primary working conclusion.
Recommendation
Repair or replace defective components, confirm sound discharge to drainage, water-test after repair and photograph completion. Repeat internal readings after drying.

Pointing and masonry

Front elevation

Local repair
Observation
Local weathering and isolated open joints were recorded around the affected area.
Interpretation
Wholesale repointing is not justified by the observed condition.
Recommendation
Repair open joints locally using a compatible mortar after the rainwater defect is addressed.

External levels and paving

Front lightwell

Monitor
Observation
No generalised bridging condition was recorded. Paving falls toward the drainage channel but receives leakage from the downpipe joint.
Recommendation
Check paving falls and drainage discharge during rainwater-goods repair.

Harbour Building Pathology

Independent damp, timber and building-pathology inspections

14 Example Mews, London, W8 6AA

[email protected]

www.harbour-pathology.example

Internal Room Findings

Front cellar wall

North-west orientation - marker D1

Affected
Air18.0°C
RH61%
Surface13.5°C
Timber24% indicated
Observation
Local staining, flaking paint and minor mould were recorded. Comparative wall readings reduced away from the focal area. One adjacent joist end showed elevated pin readings and local surface softening.
Evidence
Photographs, room readings and the aligned external defect were reviewed together.
Interpretation
Local rainwater penetration with secondary surface mould is the best-supported explanation.
Recommendation
Repair rainwater goods, open and assess joist ends, clean mould using an appropriate controlled method, dry the wall and repeat the moisture profile before replacing finishes.

Front ground-floor room

Above the affected cellar wall

No visible surface damp
Air20.0°C
RH55%
Surface15.0°C
Dew point10.7°C
Observation
No visible staining or active mould was recorded to room finishes. The external wall surface was cooler than room air.
Interpretation
No active room-surface damp was identified; the cooler surface warrants monitoring.
Recommendation
Maintain normal heating and background ventilation, repair the bathroom fan and review if symptoms recur in colder conditions.

Harbour Building Pathology

Independent damp, timber and building-pathology inspections

14 Example Mews, London, W8 6AA

[email protected]

www.harbour-pathology.example

Indoor Air Quality Assessment Overview

The assessment combines the recorded internal air temperature, relative humidity, external reference and surface temperature. Scores describe the inspection snapshot and a sensitivity model; they do not diagnose the source of localised building moisture.

Temperature stability100% - Excellent
Humidity index80% - Excellent
Vapour-pressure excess0.20 kPa - Low
Surface RH75.7% - Elevated

Environmental Sensitivity Matrix

The projection holds the measured surface offset constant. It illustrates sensitivity and does not forecast future occupancy or weather.

ShiftRoom temperatureProjected room RHProjected surface RHRisk band
-5°C15.0°C75.7%105.1%Severe
-3°C17.0°C66.6%92.0%Severe
-1°C19.0°C58.7%80.8%Severe
Current20.0°C55.2%75.7%High
+1°C21.0°C51.9%71.0%Medium
+3°C23.0°C45.9%62.5%Low
+5°C25.0°C40.7%55.2%Low

Harbour Building Pathology

Independent damp, timber and building-pathology inspections

14 Example Mews, London, W8 6AA

[email protected]

www.harbour-pathology.example

Independent Surveyor Disclosure

Harbour Building Pathology has no financial interest in the contractor appointed to complete the work. Figures are budget allowances, not quotations. Competitive quotations against an appropriate specification should be obtained before instruction.

Further timber investigation is marked Seek Further Advice because a defensible repair allowance cannot be set before opening-up.

Essential Summary of Costs

Subtotal£805.00
VAT (20%)£161.00
Total£966.00
DescriptionStatusCost
Repair hopper/downpipe and confirm drainage dischargeStandard£480.00
Repair or replace bathroom extract fan and verify airflowStandard£325.00
Targeted opening-up and structural timber assessmentSeek Further Advice-

Important Notes

  • Repair the identified moisture source before replacing finishes.
  • Open timber under a safe system of work and assess structural significance before specifying repair or treatment.
  • Allow masonry to dry and repeat the moisture profile; remove plaster only where it has lost integrity or further evidence justifies removal.
  • Do not specify a chemical damp-proof course, cavity membrane or wholesale replastering without evidence that it addresses a confirmed cause.
  • Review any applicable landlord or housing duties separately for the actual tenure and instruction.

Harbour Building Pathology

Independent damp, timber and building-pathology inspections

14 Example Mews, London, W8 6AA

[email protected]

www.harbour-pathology.example

Declaration

I confirm that this report records the observations, measurements, limitations and working conclusions stated. The primary conclusion is based on the accessible evidence at the inspection date. Further opening-up, repair outcomes or monitoring may require the conclusion and recommendations to be revised.

I have reviewed the report for internal consistency, distinguished observed evidence from inference, and identified where specialist assessment or further investigation is required. Any HHSRS inputs shown are assessor-owned judgements and do not represent a local-authority determination.

Survey prepared and signed by

Jamie Taylor

Jamie Taylor, CSRT

Signed: 24 May 2026 - Reference HBP-2026-0523

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