Hydraulic Engine House at Bramley Moore Dock is a Grade II listed building in the Liverpool local planning authority area, England. First listed on 19 June 1985. Engine house. 1 related planning application.

Hydraulic Engine House at Bramley Moore Dock

WRENN ID
last-sandstone-hazel
Grade
II
Local Planning Authority
Liverpool
Constituency
Liverpool Riverside MP: Kim Johnson (Lab)
Country
England
Date first listed
19 June 1985
Type
Engine house
Address
Hydraulic Engine House at Bramley Moore Dock, Regent Road
OS grid reference
SJ 336 925
Coordinates
53.42575, -3.00033
Source
Historic England listing

Also on this page: related consents · flood risk · radon risk · weather exposure · detailed attributes ↓

Description

The hydraulic engine house at Bramley Moore Dock, also known as the hydraulic engine house of Wellington Dock, was built in 1883. It features common brick construction with red brick dressings and has a slate roof. The building includes round-headed windows and entrances, a pyramidal roof on the accumulator tower, and a truncated octagonal chimney, although the chimney cap is missing.

Local climate

Hydraulic Engine House at Bramley Moore Dock sits in a wetter-than-average part of the UK, with an average of 1,080 mm of rain a year. This makes it wetter than 86% of listed buildings in the UK. Its exposure to wind-driven rain is greater than that of 75% of listed buildings.

It experiences an average of 19 freeze-thaw cycles a year, fewer than 81% of listed buildings. Of these, 9 follow at least 1 mm of rain in the preceding 48 hours. Average temperatures at this location have risen by 0.3°C per decade since 1991.

Averages for 1991–2020; temperature trend 1991–2025. Figures describe the wider area (a grid cell of roughly 10 km), not the individual site. Contains modified Copernicus Climate Change Service information 2026.

More on this building

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  • No EPC on record for this property
  • No sale records on file
  • Related listed building consents — 1 application
  • Detailed attributes — period, style, materials, features
  • Flood risk assessment
  • Radon risk assessment
  • Weather exposure and heating demand — rain and frost month by month and year by year, wind direction, solar and humidity
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  1. Dock Wall from Opposite Sandhills Lane to Collingwood Dock with Entrances Grade II 74 m
  2. Bramley Moore Dock Retaining Walls Grade II 238 m
  3. Church of St Alban Grade II 366 m
  4. Collingwood Dock Retaining Walls Grade II 389 m
  5. Entrance to Stanley Dock at North End Grade II 396 m
  6. Nelson Dock Retaining Wall Grade II 408 m
  7. Hydraulic Tower to West of Former North Warehouse, Stanley Dock Grade II 414 m
  8. Former Warehouse on North Side of Stanley Dock Grade II* 420 m
  9. Dock Retaining Wall at Salisbury Dock Grade II 443 m
  10. Entrance to Stanley Dock at North End Grade II 464 m