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ESRS E3 Water: Withdrawal, Consumption, Discharge and Water-Stress Reporting

How to build site-level water balances, identify stressed basins, control estimates and connect metrics, targets and evidence

Who this is for A 14-minute read for reporting teams working through Topical standards: environmental, social and governance content, and for reviewers testing whether the evidence behind it holds.

Published passport

Current as at 11 August 2026
RK Reviewed by Dr Ross KurinkoLinkedIn Strategic ESG Advisor · IFRS S1 & S2 / GRI / ESRS expert GRI Certified Global Trainer · PhD, University of Cambridge · ESG-AI expert 15+ years on FTSE 100 & Fortune Global 500 disclosures Canary Wharf, London LRA educational guidance · Not issued or endorsed by European Commission

Edition written against

Review record. Technical review date: 2 August 2026. Reviewer: London Reporting Academy technical team. Update triggers …

Published

12 Aug 2026

Knowledge Hub guide

Last reviewed

11 Aug 2026

Short answer

The answer, before the reasoning

Revised ESRS E3 distinguishes water withdrawal, water discharge, water consumption, recycled or reused water and water stored. For own operations, E3-4 requires total consumption, consumption in areas of water stress, total withdrawal, total discharge, recycled/reused water and stored water, expressed in cubic metres.

Consumption is generally withdrawal minus discharge, adjusted where necessary for defensible boundary and storage effects. Recycled water is a memo flow inside the system and should not be added to withdrawal or consumption. Water-stress reporting requires basin-level context, a documented method and dataset version, and validation against local conditions. A robust process therefore starts with a geocoded site master, source/discharge-point and meter registers, site water balances, an estimate hierarchy, basin mapping, reconciliations and evidence-linked targets.

Educational material. It does not replace the applicable delegated act, national law, legal advice or an assurance conclusion.

In practice

Orientation: the five water metrics

Metric Meaning for the reporting model Common error
Withdrawal Water drawn into the undertaking's own operations from surface water, groundwater, seawater, produced water, municipal supply or other sources. Adding internally recycled water to withdrawal.
Discharge Water released from the undertaking's own operations to a destination, including receiving water, sewer or third-party treatment, subject to the defined method. Treating wastewater transfer as consumption without assessing the boundary.
Consumption Water withdrawn and not discharged back to the water environment or a third party during the period; E3 AR 4 uses C = W - D. Ignoring storage change, evaporative loss, product incorporation or data gaps.
Recycled / reused water Water used again within the undertaking before final discharge or consumption. Counting the same internal flow as new withdrawal.
Stored water Water held in operational storage at the reporting date or the required period basis. Mixing closing stock with annual flow without explaining the basis.

Why water reporting needs location context

A cubic metre has different sustainability implications depending on where and when it is withdrawn or consumed. One site may operate in a water-abundant basin with strong infrastructure, while another draws from a stressed catchment shared with communities and ecosystems. A group total is therefore necessary but not sufficient for understanding impacts, dependencies and risks.

Revised E3 links own-operation metrics to the broader ESRS architecture. The undertaking identifies material water and marine-resource IROs, describes policies, actions and targets, explains methods and reports financial effects through ESRS 2 SBM-3. The metric design should be driven by those material IROs and should preserve enough site or basin granularity to explain them.

Source anchor: revised ESRS E3, paragraphs 1-6 and 16; AR 1-5; ESRS 2 GDR-P/A/M/T and SBM-3.

1. Build a geocoded water site master

The site master is the control population for E3. It should include legal entity, site name, coordinates, ownership or operational-control status, activities, reporting period, water sources, discharge destinations, storage, meter population, permits and basin identifiers. A group should not rely only on a utility-account list because privately abstracted water, shared facilities, temporary sites and acquired operations may be missing.

Site granularity and consolidation

Data should normally be collected at the level at which the physical flow can be measured and the basin can be identified. Several meters may feed one site balance, and several sites may lie in one basin. Central consolidation should preserve the site and basin keys even if the public disclosure presents an aggregated group metric. This makes it possible to disclose or explain material concentrations without rebuilding the dataset.

In practice

Site-master field Why it is needed Control
Coordinates and basin ID Links the operation to water-stress and local environmental context. Geospatial validation and annual change review.
Ownership/control and reporting dates Determines inclusion and acquisition/disposal cut-off. Reconcile to the ESRS entity and facility register.
Sources and destinations Supports withdrawal and discharge classification. Map every source and outfall to a controlled category.
Meters and estimation points Shows where data are measured and where calculation is required. Meter register, calibration status and estimate flag.
Permits and limits Supports compliance context, source completeness and risk analysis. Permit-to-site reconciliation and expiry review.
Material IRO link Explains why site or basin data are decision-useful. Map to IRO register, actions, targets and financial effects.

2. Withdrawal: classify every incoming source

Water withdrawal records the volume entering the operational boundary from external sources. The source classification should be consistent across sites and years. Typical categories include surface water, groundwater, seawater, produced water and third-party water such as municipal supply. Where rainwater is collected, the methodology should state whether and how it is included.

Meter and invoice hierarchy

The preferred source is a calibrated meter covering the reporting period. Utility invoices can be strong evidence when the billing period and site match, but invoices may include estimates or span year-end. Private abstraction often requires meter readings and permit returns. When a site has no complete meter, a controlled calculation may use equipment flow, operating hours, production ratios or a proxy site, with an uncertainty and improvement plan.

Reconcile opening and closing meter readings to the period and investigate negative or implausible movements.

Separate shared meters using a documented allocation driver and review it annually.

Identify purchased water contained in raw materials or products only where it meets the metric definition and is material.

Do not add internal recycled or reused water to withdrawal; it is not a new external inflow.

Flag acquisitions, disposals, shutdowns and unusual production so variance analysis explains real operational change.

3. Discharge: define the destination and the boundary

Water discharge is the volume leaving the undertaking's own operations. The destination matters because a direct release to a river, a transfer to sewer, a discharge to a third-party treatment plant and water supplied to another user have different environmental and risk implications. The reporting method should identify whether the volume is measured at the outfall, estimated from inflow, calculated from production or derived from a permit return.

Discharge quantity is not a water-quality metric. Where water-pollution impacts are material, pollutant loads are reported under E2 and connected to the E3 flow and receiving context. A large clean cooling-water discharge and a smaller contaminated process-water discharge should not be interpreted solely by volume.

In practice

Discharge controls

Control Question Evidence
Outfall completeness Does every site have all routine and emergency discharge points mapped? Permit/outfall register, drainage plan and site walkthrough.
Destination classification Is the receiving water, sewer or third party correctly identified? Permit, contract, GIS location and treatment arrangement.
Volume basis Is the flow measured, calculated or estimated? Meter, sample programme, production model or mass balance.
Cut-off Does the period align with the sustainability reporting year? Reading schedule, invoice adjustment and late-data estimate.
Water quality link Are material pollutant loads connected to E2 data? Laboratory results, flow-volume calculation and E2 reconciliation.

4. Consumption: use a controlled water balance

Revised E3 AR 4 expresses consumption as C = W - D. This simple equation is the starting point, but the undertaking should understand the physical reasons for the difference. Water may evaporate, be incorporated into product, be consumed by people or animals, leave in waste or sludge, or remain in storage. A negative consumption result normally indicates a boundary, cut-off, meter or storage problem that needs investigation.

Storage changes

If a site has material reservoirs, tanks, tailings facilities, ponds or process inventory, opening and closing storage can affect the relationship between annual withdrawal and discharge. The organisation should define whether E3's stored-water metric is a closing balance, average or other prescribed basis and keep it separate from annual flows. Where a storage adjustment is needed to explain consumption, the calculation and rationale should be documented.

Recycled and reused water is a memo flow

Recycled or reused water can reduce the need for external withdrawal, but it is not additional withdrawal. A cubic metre recirculated five times is still one external cubic metre entering the system. The reporting model should therefore record internal recycle loops separately. The flow can support efficiency analysis and targets without inflating the physical water balance.

Figure 1. ESRS E3 water balance with a water-stress overlay. Original LRA practitioner visual.

In practice

Illustrative water balance

Flow Volume Treatment
Total withdrawal 1,000,000 m3 External inflow from municipal, surface-water and groundwater sources.
Total discharge 760,000 m3 Measured or estimated outflow to receiving waters, sewer and third-party treatment.
Total consumption 240,000 m3 Calculated as withdrawal minus discharge, subject to boundary and storage review.
Water recycled/reused 400,000 m3 Memo flow within the system; not added to withdrawal.
Withdrawal in high-stress basins 300,000 m3 Subset of total withdrawal for basin analysis; not an additional flow.
Consumption in high-stress basins 90,000 m3 Subset of total consumption disclosed under E3-4.

5. Water-stress reporting: basin method plus local validation

Water stress is generally a relationship between water demand and available renewable supply. It is not identical to drought, flood, water quality, affordability or access. A site may face low basin stress but high flood risk, or high stress while having secure contracted supply. The E3 assessment should therefore use stress as one part of the location context and consider other material impacts and dependencies separately.

Choose and control the method

The undertaking should document the basin dataset, version, geographic resolution, stress threshold, reporting year and treatment of sites near basin boundaries. It should apply the method consistently and review changes when a dataset is updated. If two reputable tools produce different classifications, the organisation should investigate rather than choosing the more favourable result.

Validate against local evidence

Global datasets are screening tools. Local evidence may include abstraction restrictions, drought orders, community access issues, ecological status, seasonal scarcity, groundwater depletion, permit constraints and infrastructure reliability. A site classified as low stress should not be assumed immaterial where local evidence indicates a serious impact or dependency.

Aggregation should preserve hotspots

The public disclosure can present group totals, but material site or basin concentrations should be explained where necessary to understand the IRO. A percentage of total consumption in high-stress areas is useful, but it should not hide that one site accounts for most of the exposure or that seasonal consumption is concentrated in the dry period.

6. Estimates and data-quality controls

ESRS does not require every pipe to be metered before reporting can begin. It does require the method and significant assumptions to be understandable. The estimate hierarchy should prioritise metered data, utility records, permitted abstraction/discharge returns, equipment flow and operating hours, production-based models and proxy-site estimates. The reporting team should quantify the share of the group metric that is estimated where this is material.

In practice

Estimate situation Defensible approach Control and improvement
Invoice period does not match year-end Prorate using daily rates or meter readings and true up when final data arrive. Cut-off approval and next-period adjustment log.
Shared site meter Allocate using sub-meter, floor area, production, headcount or equipment hours. Document why the driver reflects water use and test annually.
Missing discharge meter Use a site water balance supported by process and wastewater information. Technical review and meter-installation plan.
New acquisition lacks history Use available post-acquisition data and a transparent estimate for the controlled period. Acquisition cut-off, uncertainty and integration plan.
Supplier or value-chain water data Use sector/geography proxies for materiality screening, then target hotspots for primary data. Value-chain method, source version and supplier-improvement plan.

7. Targets, actions and financial effects

A useful water target is linked to the material IRO and its location. An absolute group reduction may be less decision-useful than a site-level consumption target in a stressed basin, a leakage target, a reuse target or an ecological flow commitment. The target should specify the boundary, baseline, target year, metric, stress-area relevance, assumptions and whether increased production changes the interpretation.

Actions can include process redesign, closed-loop cooling, leakage reduction, alternative sourcing, treatment and reuse, nature-based catchment measures, supplier engagement and community water-access projects. The evidence should distinguish an action completed from an environmental outcome achieved. Installing a recycling system is not the same as demonstrating reduced external withdrawal or improved basin condition.

Current and anticipated financial effects may include water purchase and treatment cost, capex, production interruption, permit constraints, asset impairment, insurance, supply-chain disruption and revenue from water-efficient products. Finance should map each material E3 IRO to recognised amounts and anticipated effects without presenting qualitative risk as an already recognised accounting provision.

8. Assurance-ready evidence chain

Figure 2. ESRS E3 evidence chain from site to sustainability statement. Original LRA practitioner visual.

In practice

Step Owner Input — Output — Control point
1. Site and basin population Group operations + sustainability Facility register, coordinates and control status. — Approved water site master. — Reconcile to the ESRS reporting undertaking and GIS validate.
2. Source/outfall mapping Site utilities/EHS Meters, permits, drainage and contracts. — Source, discharge and storage register. — Completeness and destination review.
3. Data collection Site data owners Meter readings, invoices, permits and production. — Site-level raw dataset with evidence links. — Cut-off, unit, duplicate and missing-data checks.
4. Water balance Site engineer Withdrawal, discharge, storage and recycle data. — Site consumption and reconciliation. — Investigate negative or implausible balances.
5. Stress overlay Nature/water specialist Coordinates, basin dataset and local evidence. — Stress classification and hotspot analysis. — Version control and local validation.
6. Consolidation/sign-off Reporting + finance/internal control Site balances, targets, IROs and financial data. — E3 disclosure and evidence index. — Variance review, estimate approval and governance sign-off.

9. Hypothetical worked example

Cedar creates a geocoded site master and maps each plant to a basin using a controlled dataset. Local review confirms seasonal restrictions at one plant that the global dataset classifies as medium rather than high stress. The materiality assessment treats the plant as a priority because community water access and production continuity are affected.

The group records 1,000,000 m3 of withdrawal and 760,000 m3 of discharge, producing 240,000 m3 of consumption. It records 400,000 m3 of internal reuse as a separate memo flow. The reservoir increase is analysed so the period balance is not misinterpreted. The shared-meter plant is allocated using machine operating hours, supported by a three-month sub-meter study; 8% of the group withdrawal remains estimated and is included in the improvement plan.

Of total consumption, 90,000 m3 occurs in high-stress areas. Cedar sets a site-specific target to reduce consumption at those plants by 20% by 2030, while a group-wide reuse target supports the action plan. Finance links the material risk to expected capex, possible production interruption and increased water-treatment cost.

10. Illustrative disclosure excerpt

Why it is stronger: the wording states the balance, separates reuse, identifies high-stress subsets, names the method and local validation, quantifies estimated data and describes the improvement action. A complete disclosure would also provide required policies, actions, targets and financial-effects information linked to material IROs.

In practice

11. Weak versus stronger reporting

Weak wording or practice Why it fails Stronger alternative
"Water use was 1 million m3." The metric could mean withdrawal, consumption or both. Name and separately report withdrawal, discharge, consumption, reuse and storage.
Recycled water is added to total withdrawal. The same water is counted more than once. Treat internal recycle/reuse as a memo flow.
Every site in a low-stress country is classified low risk. Country averages conceal basin and local conditions. Map coordinates to basins and validate with local evidence.
Consumption is copied from utility invoices. Invoices normally record purchased withdrawal, not consumption. Calculate site consumption from withdrawal and discharge.
A target reduces water intensity but high-stress consumption rises. The target can hide worsening absolute pressure at hotspots. Add location-specific absolute targets and explain production effects.

In practice

12. Common mistakes

Mistake Risk Correction
Using inconsistent site boundaries for withdrawal and discharge. Consumption is distorted or negative. Approve a physical boundary and source/outfall map.
Ignoring storage changes. Annual balance and consumption are misinterpreted. Track opening/closing storage and explain material changes.
Treating water stress as all water risk. Flood, quality, access and infrastructure risks are missed. Use stress as one indicator within the broader IRO assessment.
Selecting a dataset without version control. Classifications change without explanation. Record dataset, version, threshold and reclassification impact.
Hiding estimates in a group total. Data quality and improvement needs are invisible. Quantify material estimated share and disclose the method.
Reporting actions without outcomes. The reader cannot see whether withdrawal or consumption changed. Connect action, site metric, baseline and target progress.

Readiness

13. Evidence checklist

  • Geocoded site master reconciled to the ESRS reporting undertaking.
  • Basin and water-stress dataset, version, threshold, GIS output and local validation.
  • Water source, discharge-point, storage and meter registers.
  • Meter calibration, readings, utility invoices, permit returns and contracts.
  • Site water balances with withdrawal, discharge, consumption, reuse and storage.
  • Estimate register with reason, method, affected volume, uncertainty and improvement date.
  • Reconciliations to production, wastewater, permit and financial records.
  • High-stress withdrawal and consumption subsets with hotspot analysis.
  • Policies, actions, resources and location-specific targets linked to material IROs.
  • Financial-effects mapping for capex, opex, interruption, permits and supply chain.
  • Disclosure-to-evidence index, site approval, central review and governance sign-off.

Self-check

  1. Can every group water metric be reconstructed from controlled site balances?
  2. Do withdrawal and discharge use the same physical and time boundary?
  3. Is recycled/reused water excluded from external withdrawal?
  4. Have material storage changes been investigated and explained?
  5. Can each site be traced to a basin, stress method, dataset version and local review?
  6. Is the estimated share of material metrics known and linked to an improvement plan?
  7. Do targets address the locations and outcomes relevant to the material IROs?

Sources

Primary sources

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