Storm overflow register · Northumbrian Water

Billingham sewage works: storm overflow spills 2025

Billingham sewage treatment works, run by Northumbrian Water, has 4 monitored storm overflows discharging to North Sea. In 2025 they recorded 105 spills totalling 479 hours, against 121 spills and 366 hours in 2024. By hours spilling, it ranks 37 of 183 Northumbrian Water works, where 1 spilled longest.

Works size: 32,633 population equivalent (BILLINGHAM STW, UWWTD 2018). Used for the spill volume estimate.

Every spill in 2025

Each blue mark is one spill, placed by when it started and sized by how long it lasted. Hover over a mark for the date and duration.

JanFebMarAprMayJunJulAugSepOctNovDecBillingham STW7 spills, 16.3 h, 1 Jan to 1 Jan5 spills, 41.2 h, 5 Jan to 7 Jan24 Jan 2025 03:41 GMT, 116 min8 spills, 5.3 h, 27 Jan to 27 Jan2 spills, 0.2 h, 10 Feb to 10 Feb20 Feb 2025 14:15 GMT, 2.3 h3 spills, 0.2 h, 21 Feb to 21 Feb2 spills, 2.6 h, 23 Feb to 23 Feb9 spills, 6.5 h, 12 Mar to 13 Mar2 spills, 4.6 h, 22 Mar to 22 Mar2 spills, 2.2 h, 24 May to 24 May29 May 2025 03:47 GMT, 50 min3 spills, 4.1 h, 5 Jun to 6 Jun7 spills, 5.6 h, 7 Jun to 8 Jun2 Jul 2025 02:37 GMT, 88 min15 Jul 2025 17:33 GMT, 4.1 h6 spills, 10.2 h, 18 Jul to 19 Jul23 Jul 2025 11:23 GMT, 106 min2 spills, 1.6 h, 4 Aug to 4 Aug27 Aug 2025 17:39 GMT, 54 min28 Aug 2025 19:11 GMT, 6 min1 Sep 2025 13:55 GMT, 52 min3 spills, 2.4 h, 3 Sep to 3 Sep4 Sep 2025 16:13 GMT, 104 min2 spills, 1.7 h, 10 Sep to 11 Sep13 Sep 2025 23:03 GMT, 52 min14 Sep 2025 18:11 GMT, 58 min17 Sep 2025 05:31 GMT, 64 min6 spills, 27 h, 20 Sep to 21 Sep28 Sep 2025 03:43 GMT, 70 min9 spills, 6.4 h, 2 Oct to 3 Oct2 spills, 9.1 h, 19 Oct to 20 Oct23 Oct 2025 07:01 GMT, 40 min4 spills, 2.9 h, 4 Nov to 5 Nov5 spills, 4.4 h, 10 Nov to 12 Nov13 spills, 48.3 h, 12 Nov to 15 Nov6 spills, 21.8 h, 18 Nov to 19 Nov20 Nov 2025 20:55 GMT, 4 min8 spills, 9.3 h, 23 Nov to 25 Nov26 Nov 2025 17:17 GMT, 114 min3 spills, 2.4 h, 28 Nov to 28 Nov20 spills, 29.3 h, 29 Nov to 1 Dec5 spills, 5 h, 4 Dec to 5 Dec4 spills, 2.1 h, 7 Dec to 7 Dec22 spills, 12.4 h, 9 Dec to 9 Dec18 spills, 23.8 h, 15 Dec to 16 Dec19 spills, 7.5 h, 17 Dec to 18 DecBillingham STW2 spills, 6.1 h, 1 Jan to 1 Jan5 Jan 2025 12:07 GMT, 28.3 h27 Jan 2025 05:15 GMT, 74 min22 Mar 2025 21:07 GMT, 64 min7 Jun 2025 16:45 GMT, 30 min15 Jul 2025 19:51 GMT, 42 min19 Jul 2025 15:13 GMT, 4.4 h5 spills, 16 h, 20 Sep to 21 Sep4 spills, 0.3 h, 3 Oct to 3 Oct4 spills, 6.8 h, 19 Oct to 20 Oct11 Nov 2025 22:59 GMT, 34 min21 spills, 25.1 h, 12 Nov to 14 Nov15 Nov 2025 02:39 GMT, 56 min5 spills, 8 h, 19 Nov to 19 Nov2 spills, 0.5 h, 24 Nov to 24 Nov3 spills, 11 h, 29 Nov to 30 Nov3 spills, 0.3 h, 1 Dec to 1 Dec2 spills, 0.9 h, 9 Dec to 9 Dec2 spills, 12.7 h, 15 Dec to 15 Dec18 Dec 2025 16:25 GMT, 70 minBillingham STW20 Feb 2025 14:17 GMT, 36 min2 spills, 1.5 h, 19 Jul to 19 Jul3 spills, 2.4 h, 20 Sep to 21 Sep11 Nov 2025 21:39 GMT, 42 min2 spills, 3.4 h, 12 Nov to 13 Nov29 Nov 2025 17:27 GMT, 3 hBillingham STW2 spills, 0.7 h, 6 Jan to 6 Jan19 Jul 2025 16:57 GMT, 28 min12 Nov 2025 23:01 GMT, 38 min

Estimated spill volume by month, 2025

Hours spilling each month × the estimated spill rate for a works of this size. The bars are central estimates and the whiskers show the low-high range. Method.

0100k200k300kJan 2025: 101 h spilling ≈ 56,530 m³ (range 22,517-141,920 m³)JanFeb 2025: 5.9 h spilling ≈ 3,299 m³ (range 1,314-8,282 m³)FebMar 2025: 12 h spilling ≈ 6,822 m³ (range 2,717-17,126 m³)MarApr 2025: 0.0 h spilling ≈ 0.0 m³ (range 0.0-0.0 m³)AprMay 2025: 3.0 h spilling ≈ 1,677 m³ (range 668-4,211 m³)MayJun 2025: 10 h spilling ≈ 5,703 m³ (range 2,272-14,318 m³)JunJul 2025: 25 h spilling ≈ 13,755 m³ (range 5,479-34,533 m³)JulAug 2025: 2.6 h spilling ≈ 1,454 m³ (range 579-3,650 m³)AugSep 2025: 56 h spilling ≈ 31,368 m³ (range 12,495-78,751 m³)SepOct 2025: 23 h spilling ≈ 12,972 m³ (range 5,167-32,567 m³)OctNov 2025: 169 h spilling ≈ 94,272 m³ (range 37,551-236,674 m³)NovDec 2025: 72 h spilling ≈ 39,979 m³ (range 15,924-100,369 m³)Dec
Cubic metres (m³), estimate. Hours are measured by the event duration monitor.

Longest single spills

Started (GMT)OverflowDurationEstimated volume
12 Nov 2025, 20:37Billingham STW1.8 days9,428 - 59,426 m³
5 Jan 2025, 08:37Billingham STW1.7 days9,139 - 57,601 m³
5 Jan 2025, 12:07Billingham STW1.2 days6,310 - 39,773 m³
20 Sep 2025, 06:55Billingham STW1.1 days5,731 - 36,123 m³
29 Nov 2025, 14:17Billingham STW23.1 h5,145 - 32,427 m³

Estimated 2025 spill volume and pollution

Estimate, not a measurement. Monitors record how long an overflow spills, not how much. This calculator back-calculates a spill rate from the size of the works, using the Environment Agency's permit formulae, and multiplies it by published storm-sewage concentrations. How it works.

Volume, central estimate267,888 m³range 106,705 - 672,543 m³
In litres267.9 millionrange 106.7 million - 672.5 million L
Olympic swimming pools107at 2,500 m³ each
Organic load, as people's raw sewage401,832person-days of untreated BOD

Assumed spill rate while spilling: 61.9 - 389.9 L/s (central 155.3 L/s), from a dry-weather flow of 61.9 L/s.

Pollutant releasedLowCentralHighConcentration used (low / typical / high)
BOD₅ (organic load) 4,268 kg24,110 kg134,509 kg 40 / 90 / 200 mg/L
Low/high: Europe range, Ellis & Jenkins 2005; typical: UK, Ellis & Jenkins 2005 (both via botturi)
Suspended solids 11,204 kg113,852 kg484,903 kg 105 / 425 / 721 mg/L
Low/high: Europe range; typical: UK, Ellis & Jenkins 2005 (via botturi)
Ammonium-N 203 kg1,688 kg6,255 kg 1.9 / 6.3 / 9.3 mg/L
Low: Germany, Brombach 2005; typical/high: Paris range 3.3-9.3 midpoint and top, Gasperi 2012 (via botturi); no UK value found
Total phosphorus 128 kg697 kg3,632 kg 1.2 / 2.6 / 5.4 mg/L
Low/high: Paris, Gasperi 2012; typical: Slovakia (via botturi). UK figure of 10 mg/L treated as an outlier
E. coli 10.7 trillion organisms267.9 trillion organisms6.7 × 10¹⁵ organisms 10,000 / 100,000 / 1.0 million per 100 mL
Median range at CSO and retention-tank outlets, Stott et al. 2018 (via botturi); typical = log midpoint

Low combines the low spill rate with low concentrations, and high combines high with high, so the true figure is very likely inside the range. Long spills become more diluted as they go on, so the central figure tends to overstate the load of long events. The calculator does not estimate the effect on the receiving water, which depends on river flow or tide at the time of the spill.

Billingham STW

Inlet overflow at sewage works · discharges to North Sea

Spills 2025
71 (339 hours) · up 27% on 2024
Spills 2024
56 (127 hours)
Long-term average
56.3 spills a year (monitored since 2022)
Monitor uptime
100% of the year
High-spill reason (company)
Not asset maintenance - Hydraulic capacity
Investigation
Env Act (SODRP) investigation ongoing, Operational investigation ongoing
Improvement
No improvement action in reporting period
WFD catchment
Tees (GB510302509900)
Outlet location
NZ4846025840 (OS grid reference) · View on Apple Maps
EA ID / permit
NWL00128 · 254/1965

Billingham STW

Storm tank at sewage works · discharges to North Sea

Spills 2025
25 (127 hours) · up 25% on 2024
Spills 2024
20 (72 hours)
Long-term average
37.0 spills a year (monitored since 2020)
Monitor uptime
100% of the year
Investigation
Env Act (SODRP) investigation ongoing, Operational investigation ongoing
Improvement
No improvement action in reporting period
WFD catchment
Tees (GB510302509900)
Outlet location
NZ4846025840 (OS grid reference) · View on Apple Maps
EA ID / permit
NWL00131 · 254/1965

Billingham STW

Inlet overflow at sewage works · discharges to North Sea

Spills 2025
6 (12 hours) · down 86% on 2024
Spills 2024
44 (167 hours)
Long-term average
42.2 spills a year (monitored since 2020)
Monitor uptime
98% of the year
Investigation
Env Act (SODRP) investigation ongoing, Operational investigation ongoing
Improvement
No improvement action in reporting period
WFD catchment
Tees (GB510302509900)
Outlet location
NZ4846025840 (OS grid reference) · View on Apple Maps
EA ID / permit
NWL00129 · 254/1965

Billingham STW

Inlet overflow at sewage works · discharges to North Sea

Spills 2025
3 (1.8 hours) · up 200% on 2024
Spills 2024
1 (0.1 hours)
Long-term average
4.0 spills a year (monitored since 2020)
Monitor uptime
100% of the year
Investigation
Env Act (SODRP) investigation ongoing, Operational investigation ongoing
Improvement
No improvement action in reporting period
WFD catchment
Tees (GB510302509900)
Outlet location
NZ4846025840 (OS grid reference) · View on Apple Maps
EA ID / permit
NWL00130 · 254/1965

How the estimate works

  1. Dry-weather flow (DWF) = population × water use per person × (1 + infiltration). Water use is 136.5 L per person per day, England's per-capita consumption for 2024-25 [EA]. Infiltration of groundwater into sewers is taken as 0-40% of that flow [Escritt, via HBF]. The Environment Agency defines DWF as PG + I + E [EA].
  2. Population. The size of each works comes from the load entering it as reported under the Urban Waste Water Treatment Directive, in population equivalents (1 p.e. = 60 g of BOD a day) [UWWTD]. We treat population equivalent as population. That overstates flow where trade effluent adds load, and no official source links the two. Works serving fewer than 2,000 p.e. are not reported, so their size has to be entered by hand.
  3. Low spill rate = DWF. This is the method used by Giakoumis & Voulvoulis (2026), which they note likely underestimates storm loads [G&V].
  4. High spill rate = Formula A − flow to full treatment = (DWF + 1360P) − 3DWF. This is the largest flow the permit expects the storm tanks to handle before it passes on to treatment or overflows [EA]. The central rate is the geometric mean of the low and high rates.
  5. Volume = spill rate × hours spilling, with hours taken from the event duration monitor.
  6. Pollution = volume × published storm-sewage concentrations [Botturi et al.] [US EPA]. Organic load is also shown as person-days of untreated sewage at 60 g of BOD per person per day [UWWTD].

What this cannot tell you. It gives no real flow for any single spill, and no effect on the river or sea, which depends on the flow, tide and the other pressures on the water at the time. It gives no figure for spills from overflows on the sewer network, which serve catchments of unknown size. It is a way to put hours into rough physical terms, not a substitute for flow monitoring.

Sources

  1. EA: Water companies - environmental permits for storm overflows and emergency overflows
  2. EA: Water resources 2024 to 2025 - per capita consumption
  3. HBF: Foul sewer design - historic conventions (citing Escritt 1984 on infiltration)
  4. Giakoumis & Voulvoulis (2026), Environ. Sci.: Water Res. Technol., doi:10.1039/D5EW00860C
  5. Botturi et al. (2021), Crit. Rev. Environ. Sci. Technol. 51:1585 - CSO quality review, Table 2
  6. US EPA (2004) Report to Congress on CSOs and SSOs, chapter 4
  7. Urban Waste Water Treatment Directive, Article 2(6): 1 p.e. = 60 g BOD5/day
  8. Olympic-size swimming pool: 2,500 m³ at the nominal 2 m depth

← All Northumbrian Water works · Contains Environment Agency data licensed under the Open Government Licence v3.0. Spill start and stop times: © Environment Agency copyright and/or database right 2026. All rights reserved. They are water-company data and have not been verified by the Environment Agency. Works size: EEA Waterbase UWWTD. How to read the data.