Contact:
  • Combe Down Stone Mines
  • Address:
    Bath & North East Somerset Council, 10 Palace Yard Mews, Bath, BA1 2NH
  • E-mail:
    stone_mines@bathnes.gov.uk
  • Telephone:
    01225 477200
  • Fax:
    01225 425249
  • Minicom:
    N/A
  • Page Updated:
    14/03/2008
  • Author:
    Vanessa Dale
A to Z Index

Design Approach

Fact Sheet 7

The project designers have established that the Combe Down stone mines are in a state of progressive failure with periodic mine roof falls and ongoing degradation of pillars. Due to the potential for rapid collapse of the mine roof and potential impact on life and property, the mines are eligible for stabilisation funding under English Partnerships’ Land Stabilisation Programme.

Mine Stabilisation

The residual mine void of Combe Down was mapped in the 80’s and is extremely irregular in height and extent, but significantly allows stabilisation from within the mines. Backfi lling of the mine void was therefore adopted as the stabilisation technique. Foamed concrete was carefully selected for infi lling the complex arrangement of connected mine workings, and detailed design studies completed of the extent of required infilling. Access roadways are used to isolate sub areas within the mine, to enable the control and provide observation of the infilling of the mine voids. Verification drilling is undertaken to ensure infi lling involving drilling from above and below ground and further concrete filling as necessary.

Mine Margins

To contain the infi lling materials at the edge of the mined void, access roadways and various pour methods are designed to restrict the flow into adjacent areas.

The methods include the formation of grout and sand curtains from boreholes, to use of accelerants and controlled pours for limiting foamed concrete quantities.

Given the surface position of properties the containment works are often located outside the known limit of the mine and commonly within quarry fi ll materials that dominate the Combe Down plateau fringes.

Access Roadways and Drainage

As the mine areas are stabilised it will become necessary to progressively infill and stabilise the access roadways throughout the mine. To ensure stability is achieved and groundwater pathways are not adversely altered, the roadways will be partly infi lled with gravel and incorporate a series of drainage measures. This will allow the passage of highway drainage and surface water through the fissured limestone of the mine roof and pillars and through the stabilisation works and then downwards into the underlying aquifer. The Council Highways team are also surveying all existing drains to ensure that they are working adequately and will make any necessary repairs.

Properties that have foul sewer lines that discharge into the mine will require a solution to be developed to ensure that their drainage continues to work, and this will typically necessitate connection to the mains foul water sewer. Properties connected to septic tanks or cess pits are unlikely to be affected and residents retain the same current liability to ensure that they are periodically maintained and emptied.

Each drainage design solution will be assessed individually. Owners will not be faced with additional expenditure in order to facilitate the works.

Ecological Chambers

A few open fully supported chambers are required in some areas to provide habitat for the various protected bat species that use the mines. The bat chambers are formed within shotcrete arches encasing a steel roadway. These chambers are sited away from houses and roads, and designed as maintenance-free for the 100-year design life of the scheme.