Storm overflow register · Southern Water

Storrington Storrington sewage works: storm overflow spills 2025

Storrington Storrington sewage treatment works, run by Southern Water, has 1 monitored storm overflow discharging to The River Stor. In 2025 it recorded 16 spills totalling 125 hours, against 45 spills and 569 hours in 2024. By hours spilling, it ranks 136 of 215 Southern Water works, where 1 spilled longest.

Works size: 7,813 population equivalent (STORRINGTON, STORRINGTON 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.

JanFebMarAprMayJunJulAugSepOctNovDecStorrington WwTW…22 Feb 2025 00:56 GMT, 3.6 h24 Feb 2025 05:39 GMT, 10.3 h24 Feb 2025 19:18 GMT, 51 min29 Aug 2025 06:44 GMT, 2 h3 Sep 2025 04:51 GMT, 98 min3 Sep 2025 08:00 GMT, 63 min3 Sep 2025 11:20 GMT, 2.5 h23 Oct 2025 04:03 GMT, 7.3 h22 Nov 2025 20:39 GMT, 3.7 h4 Dec 2025 11:34 GMT, 3 h6 Dec 2025 00:24 GMT, 12.5 h7 Dec 2025 11:15 GMT, 15.1 h9 Dec 2025 04:45 GMT, 21.4 h18 Dec 2025 05:15 GMT, 39.9 h

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.

010k20k30k40kJan 2025: 0.0 h spilling ≈ 0.0 m³ (range 0.0–0.0 m³)JanFeb 2025: 15 h spilling ≈ 1,968 m³ (range 784–4,941 m³)FebMar 2025: 0.0 h spilling ≈ 0.0 m³ (range 0.0–0.0 m³)MarApr 2025: 0.0 h spilling ≈ 0.0 m³ (range 0.0–0.0 m³)AprMay 2025: 0.0 h spilling ≈ 0.0 m³ (range 0.0–0.0 m³)MayJun 2025: 0.0 h spilling ≈ 0.0 m³ (range 0.0–0.0 m³)JunJul 2025: 0.0 h spilling ≈ 0.0 m³ (range 0.0–0.0 m³)JulAug 2025: 2.0 h spilling ≈ 268 m³ (range 107–672 m³)AugSep 2025: 5.2 h spilling ≈ 696 m³ (range 277–1,748 m³)SepOct 2025: 7.3 h spilling ≈ 977 m³ (range 389–2,453 m³)OctNov 2025: 3.7 h spilling ≈ 495 m³ (range 197–1,244 m³)NovDec 2025: 92 h spilling ≈ 12,289 m³ (range 4,895–30,853 m³)Dec
Cubic metres (m³), estimate. Hours are measured by the event duration monitor.

Longest single spills

Started (GMT)OverflowDurationEstimated volume
18 Dec 2025, 05:15Storrington WwTW, Storrington1.7 days2,129 – 13,421 m³
9 Dec 2025, 04:45Storrington WwTW, Storrington21.4 h1,143 – 7,204 m³
7 Dec 2025, 11:15Storrington WwTW, Storrington15.1 h803 – 5,058 m³
6 Dec 2025, 00:24Storrington WwTW, Storrington12.5 h665 – 4,190 m³
24 Feb 2025, 05:39Storrington WwTW, Storrington10.3 h547 – 3,445 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 estimate16,694 m³range 6,649 – 41,910 m³
In litres16.7 millionrange 6.6 million – 41.9 million L
Olympic swimming pools6.7at 2,500 m³ each
Organic load, as people's raw sewage25,041person-days of untreated BOD

Assumed spill rate while spilling: 14.8 – 93.4 L/s (central 37.2 L/s), from a dry-weather flow of 14.8 L/s.

Pollutant releasedLowCentralHighConcentration used (low / typical / high)
BOD₅ (organic load) 266 kg1,502 kg8,382 kg 40 / 90 / 200 mg/L
Low/high: Europe range, Ellis & Jenkins 2005; typical: UK, Ellis & Jenkins 2005 (both via botturi)
Suspended solids 698 kg7,095 kg30,217 kg 105 / 425 / 721 mg/L
Low/high: Europe range; typical: UK, Ellis & Jenkins 2005 (via botturi)
Ammonium-N 13 kg105 kg390 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 8.0 kg43 kg226 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 664.9 billion organisms16.7 trillion organisms419.1 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.

Storrington WwTW, Storrington

Storm tank at sewage works · discharges to The River Stor

Spills 2025
16 (125 hours) · down 64% on 2024
Spills 2024
45 (569 hours)
Long-term average
31.2 spills a year (monitored since 2016)
Monitor uptime
100% of the year
Investigation
UWWTR investigation ongoing
Improvement
No improvement action in reporting period
WFD catchment
Stor (GB107041012100)
Outlet location
TQ0752015430 (OS grid reference) · View on Apple Maps
EA ID / permit
SWS00836 · A01171 · company name: STORRINGTON SSO - 115931

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 Southern 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.