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This section educates the industry about the endless possibilities and applications of concrete pipeline systems. For more information on these case studies please contact our member companies. You can contact CPSA offices for more information on international case studies.

Client: Dransfields Developments
Contractor: Tolent Construction
Contract: Marshall’s Yard Retail Project, Gainsborough, Lincs
Water Company: Seven Trent Water
The Marshall’s Yard Phase 1 scheme is the redevelopment of a prominent Brownfield site in the centre of Gainsborough to form a mixed use scheme, incorporating retail, residential, office, workspace, leisure & public open space. The project focus is on regenerating a major part of Gainsborough town centre and brings in new life and opportunities to the Market Town.
CPM Group supplied 825mm & 1350mm ID pipes & chambers forming a section of the upgrade to the existing drainage and sewerage for Severn Trent Water.
CPM also designed and supplied two bespoke 2700mm diameter Weir Wall Chambers which came complete with cast-in base & Weir Wall which was pre-fitted with a Hydro-Brake® & Penstock. The chambers were a part of a Storm Water Attenuation storage system.
Terry Byrne the Contract’s Manager from Tolent said that utilising the CPM bespoke designed chamber resulted in a time saving of some 3-4 weeks plus all the associated labour cost savings.

After many rigorous manufacturing and installation tests, Severn Trent has joined other water companies and given its seal of approval to Stanton Bonna’s elliptical concrete drainage pipes for use in adoptable sewers.
The pipes can be used for sewers, drainage or attenuation tanks and can be installed in either a vertical orientation or as shown here, in a horizontal orientation. With a captive gasket joint for rapid installation and ex-stock availability, elliptical pipes are fast becoming a product of preference for specifiers and contractors alike. The versatility of the pipe is demonstrated here as it is installed under a gas main, with minimal depth of cover under traffic loading and at a shallow gradient while still delivering improved flow rates and self cleansing velocities. Stanton W3
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