Storm overflow register · Yorkshire Water

Woolley sewage works: storm overflow spills 2025

Woolley sewage treatment works, run by Yorkshire Water, has 2 monitored storm overflows discharging to Totty Beck. In 2025 they recorded 58 spills totalling 106 hours, against 93 spills and 873 hours in 2024. By hours spilling, it ranks 215 of 283 Yorkshire Water works, where 1 spilled longest.

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.

JanFebMarAprMayJunJulAugSepOctNovDecWoolley STW1 Jan 2025 00:00 GMT, 15 min1 Jan 2025 00:45 GMT, 2.3 h1 Jan 2025 05:00 GMT, 2.8 h1 Jan 2025 16:45 GMT, 15 min1 Jan 2025 17:30 GMT, 15 min5 Jan 2025 16:15 GMT, 75 min5 Jan 2025 17:45 GMT, 4.3 h5 Jan 2025 22:00 GMT, 7.3 h6 Jan 2025 07:00 GMT, 15 min6 Jan 2025 09:00 GMT, 105 min6 Jan 2025 11:15 GMT, 90 min6 Jan 2025 13:30 GMT, 2 h6 Jan 2025 17:15 GMT, 15 min6 Jan 2025 18:00 GMT, 15 min6 Jan 2025 23:15 GMT, 15 min7 Jan 2025 05:45 GMT, 15 min7 Jan 2025 09:15 GMT, 15 min7 Jan 2025 13:15 GMT, 15 min7 Jan 2025 14:00 GMT, 30 min7 Jan 2025 18:15 GMT, 30 min7 Jan 2025 20:30 GMT, 15 min7 Jan 2025 21:15 GMT, 30 min7 Jan 2025 23:30 GMT, 30 min8 Jan 2025 07:00 GMT, 15 min8 Jan 2025 09:30 GMT, 15 min8 Jan 2025 09:45 GMT, 45 min8 Jan 2025 12:30 GMT, 30 min8 Jan 2025 13:15 GMT, 15 min8 Jan 2025 15:00 GMT, 15 min8 Jan 2025 18:45 GMT, 30 min8 Jan 2025 22:30 GMT, 15 min8 Jan 2025 22:45 GMT, 15 min9 Jan 2025 03:30 GMT, 15 min9 Jan 2025 07:45 GMT, 15 min9 Jan 2025 08:00 GMT, 75 min9 Jan 2025 10:30 GMT, 30 min9 Jan 2025 11:15 GMT, 60 min9 Jan 2025 12:15 GMT, 15 min9 Jan 2025 17:30 GMT, 15 min9 Jan 2025 20:45 GMT, 30 min10 Jan 2025 00:00 GMT, 15 min10 Jan 2025 19:00 GMT, 15 min11 Jan 2025 12:15 GMT, 15 min11 Jan 2025 16:15 GMT, 15 min12 Jan 2025 17:30 GMT, 15 min13 Jan 2025 09:15 GMT, 30 min13 Jan 2025 14:45 GMT, 15 min13 Jan 2025 18:30 GMT, 15 min13 Jan 2025 18:45 GMT, 30 min18 Jan 2025 20:00 GMT, 15 min20 Jan 2025 09:15 GMT, 15 min20 Jan 2025 14:15 GMT, 15 min23 Jan 2025 17:00 GMT, 15 min24 Jan 2025 03:00 GMT, 15 min24 Jan 2025 03:45 GMT, 105 min24 Jan 2025 15:00 GMT, 15 min25 Jan 2025 12:00 GMT, 15 min26 Jan 2025 15:45 GMT, 15 min26 Jan 2025 16:00 GMT, 105 min26 Jan 2025 17:45 GMT, 15 min27 Jan 2025 02:00 GMT, 2.3 h27 Jan 2025 13:30 GMT, 15 min28 Jan 2025 10:00 GMT, 90 min28 Jan 2025 11:45 GMT, 15 min16 Feb 2025 11:30 GMT, 15 min18 Feb 2025 01:15 GMT, 15 min20 Feb 2025 15:15 GMT, 30 min22 Feb 2025 16:15 GMT, 15 min23 Feb 2025 21:30 GMT, 30 min26 Feb 2025 08:00 GMT, 60 min22 Mar 2025 16:15 GMT, 75 min21 Apr 2025 19:15 GMT, 30 min24 May 2025 01:15 GMT, 15 min5 Jun 2025 14:45 GMT, 45 min6 Jul 2025 17:30 GMT, 2.8 h19 Jul 2025 13:00 GMT, 90 min19 Jul 2025 14:45 GMT, 15 min20 Jul 2025 12:45 GMT, 15 min20 Jul 2025 13:15 GMT, 15 min20 Jul 2025 20:45 GMT, 60 min3 Sep 2025 21:00 GMT, 30 min11 Sep 2025 14:30 GMT, 30 min11 Sep 2025 15:15 GMT, 45 min17 Sep 2025 05:00 GMT, 15 min17 Sep 2025 05:30 GMT, 2.3 h20 Sep 2025 15:00 GMT, 15 min20 Sep 2025 15:15 GMT, 75 min20 Sep 2025 16:45 GMT, 30 min20 Sep 2025 17:45 GMT, 2 h20 Sep 2025 20:00 GMT, 2 h20 Sep 2025 22:45 GMT, 60 min20 Sep 2025 23:45 GMT, 60 min28 Sep 2025 00:30 GMT, 15 min28 Sep 2025 01:45 GMT, 15 min28 Sep 2025 02:15 GMT, 15 min3 Oct 2025 14:00 GMT, 15 min3 Oct 2025 14:15 GMT, 15 min3 Oct 2025 14:30 GMT, 105 min4 Oct 2025 13:45 GMT, 45 min19 Oct 2025 22:15 GMT, 60 min20 Oct 2025 15:15 GMT, 15 min31 Oct 2025 16:45 GMT, 30 min11 Nov 2025 21:30 GMT, 2 h14 Nov 2025 08:30 GMT, 15 min14 Nov 2025 10:30 GMT, 15 min14 Nov 2025 11:00 GMT, 45 min14 Nov 2025 12:00 GMT, 105 min14 Nov 2025 17:15 GMT, 5.8 h15 Nov 2025 05:45 GMT, 75 min15 Nov 2025 10:30 GMT, 30 min23 Nov 2025 13:15 GMT, 30 min23 Nov 2025 19:00 GMT, 45 min28 Nov 2025 13:00 GMT, 15 min28 Nov 2025 13:15 GMT, 30 min29 Nov 2025 06:15 GMT, 90 min29 Nov 2025 13:30 GMT, 15 min29 Nov 2025 14:00 GMT, 30 min29 Nov 2025 19:45 GMT, 60 min1 Dec 2025 19:45 GMT, 15 min5 Dec 2025 17:30 GMT, 15 min5 Dec 2025 21:30 GMT, 30 min9 Dec 2025 04:45 GMT, 2.8 h9 Dec 2025 09:30 GMT, 30 min17 Dec 2025 21:15 GMT, 45 min17 Dec 2025 22:30 GMT, 15 min18 Dec 2025 13:45 GMT, 2.3 h21 Dec 2025 21:30 GMT, 30 min21 Dec 2025 22:45 GMT, 30 min22 Dec 2025 00:30 GMT, 15 minWoolley STW22 Mar 2025 16:15 GMT, 15 min20 Jul 2025 20:45 GMT, 30 min20 Sep 2025 20:45 GMT, 15 min11 Nov 2025 21:45 GMT, 45 min

Hours spilling by month, 2025

0204060Jan 2025: 48 hours spillingJanFeb 2025: 2.8 hours spillingFebMar 2025: 1.4 hours spillingMarApr 2025: 0.5 hours spillingAprMay 2025: 0.2 hours spillingMayJun 2025: 0.8 hours spillingJunJul 2025: 6.5 hours spillingJulAug 2025: 0.0 hours spillingAugSep 2025: 13 hours spillingSepOct 2025: 4.8 hours spillingOctNov 2025: 19 hours spillingNovDec 2025: 8.8 hours spillingDec
Hours, measured by the event duration monitor.

Longest single spills

Started (GMT)OverflowDuration
5 Jan 2025, 22:00Woolley STW7.3 h
14 Nov 2025, 17:15Woolley STW5.8 h
5 Jan 2025, 17:45Woolley STW4.3 h
9 Dec 2025, 04:45Woolley STW2.8 h
6 Jul 2025, 17:30Woolley STW2.8 h

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.

This works serves fewer than 2,000 people, or was not matched to a UWWTD report, so its size is not published. The population equivalent above is a placeholder of 1,000. Enter the population served if you know it.

Volume, central estimate1,808 m³range 720 – 4,538 m³
In litres1.8 millionrange 720,038 – 4.5 million L
Olympic swimming pools0.7at 2,500 m³ each
Organic load, as people's raw sewage2,712person-days of untreated BOD

Assumed spill rate while spilling: 1.9 – 11.9 L/s (central 4.8 L/s), from a dry-weather flow of 1.9 L/s.

Pollutant releasedLowCentralHighConcentration used (low / typical / high)
BOD₅ (organic load) 29 kg163 kg908 kg 40 / 90 / 200 mg/L
Low/high: Europe range, Ellis & Jenkins 2005; typical: UK, Ellis & Jenkins 2005 (both via botturi)
Suspended solids 76 kg768 kg3,272 kg 105 / 425 / 721 mg/L
Low/high: Europe range; typical: UK, Ellis & Jenkins 2005 (via botturi)
Ammonium-N 1.4 kg11 kg42 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 0.9 kg4.7 kg25 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 72.0 billion organisms1.8 trillion organisms45.4 trillion 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.

Woolley STW

Storm tank at sewage works · discharges to Totty Beck

Spills 2025
54 (104 hours) · down 39% on 2024
Spills 2024
88 (872 hours)
Long-term average
96.4 spills a year (monitored since 2020)
Monitor uptime
100% of the year
High-spill reason (company)
Not asset maintenance - hydraulic capacity
Investigation
UWWTR investigation ongoing, Operational investigation completed
Improvement
No improvement action in reporting period
WFD catchment
Owler Beck from Source to River Calder (GB104027062530)
Outlet location
SE3270013700 (OS grid reference) · View on Apple Maps
EA ID / permit
YWS00628 · 2776 · company name: WOOLLEY VILLAGE/STW/3XDWF OVERFLOW

Woolley STW

Inlet overflow at sewage works · discharges to Totty Beck

Spills 2025
4 (1.8 hours) · down 20% on 2024
Spills 2024
5 (1.5 hours)
Long-term average
6.7 spills a year (monitored since 2020)
Monitor uptime
100% of the year
Investigation
No investigation activity in reporting period
Improvement
No improvement action in reporting period
WFD catchment
Owler Beck from Source to River Calder (GB104027062530)
Outlet location
SE3270013700 (OS grid reference) · View on Apple Maps
EA ID / permit
YWS00629 · 2776 · company name: WOOLLEY VILLAGE/STW/6XDWF OVERFLOW

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 Yorkshire 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.