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Projects » Drainage

Dukinfield Waste Water Treatment Works – Nitrifying Trickling Filter

Civil Geotechnical Structural

PaSCoE were commissioned to design the civils structures associated with the construction of a new Nitrifying Trickling Filter (NTF) to supplement an existing bank of NTF’s supplied by a single distribution chamber. The works included the design and detailing of piled foundations for the new post tensioned precast segmental tank…

Stockley Airport Junction – New Relief Lines to Heathrow

Civil Railways Structural Temporary Works

For the past 18months the Crossrail West, Stockley Airport Junction project has provided a constant source of opportunities for PaSCoE to prove our ability to develop strong working relationship as well as demonstrate our unique, adaptive and client focused approach to temporary works design. Due to increased demand on rail…

Cambrian Quarry – New life for former ‘Vim’ quarry

Civil Earth Structures Geotechnical

The geology to the west of Mold in North Wales has a long history of extractive industries. Mineralised veins within the rocks have been mined for lead, and mine voids have been used for drainage and storage, including munitions and explosives. At Cambrian Quarry in Gwernymynydd, underground workings extracted the…

Ben Gill, Cumbria – Back to Nature

Civil Earth Structures Geotechnical Structural

Engineering work on the weir of Ennerdale Water in the 1950s raised the level of the lake, increasing its storage capacity and ensuring a more secure potable water supply. As part of this work, one of the tributaries of the River Ehen (Ben Gill) was diverted to Ennerdale Water via…

Sustainable Urban Drainage – Innovative underground storage solution

Civil Geotechnical Structural

Working in partnership with Stormwater Management Ltd we have provided the technical support to assist in the design and construct an innovative sustainable urban drainage system – the Elevator attenuation storage tank. The unique uPVC permanent formwork solution creates an innovative means of economising material needs whilst achieving excellent structural…

Eltham Embankment Stabilisation

Featured Geotechnical Railways Temporary Works

Evidence of both deep seated and shallow instability had been reported on the Down slope of the Eltham embankment located approximately 300m to the west of Eltham Station between Eltham and Kidbrooke stations at ELR: BEX 8m 61.5ch to 8m 70ch. Remedial works in the form of soil nailing, track…

Piethorne Water Treatment Works

Geotechnical Temporary Works

An existing access road to the Piethorne Water Treatment Works had started to fail, and tension cracks were observed in the road surface. PaSCoE were commissioned by Eric Wright Civil Engineering to design a temporary access track to maintain access for deliveries to the Piethorne & Wickenhall Water Treatment Works….

Bookham Embankment Stabilisation

Earth Structures Geotechnical Railways Structural

Bookham embankment is located between Effingham Junction and Leatherhead Junction. A section of the line is built upon an embankment up to 5.5m high with a slope angle of 31°. The embankment was constructed mainly using remoulded soft clay, and a circular slip failure had resulted in movement of the…

Baystone Bank

Geotechnical Structural

Baystone Bank Reservoir impounded the Whicham Beck and the Whicham Beck tributary. The total catchment area at the dam was 2.47km2, with approximately 93% accounted for from the Whicham Beck and 7% from the tributary. The standard average annual rainfall for the catchment is 1,780mm. A by-wash channel allowed reservoir…

Midland Quarry

Earth Structures Geotechnical

A former sandstone and diorite quarry on a 16hectare site near Nuneaton was to be redeveloped by Redrow Homes for new residential housing. To maximise the available land required the construction of a new retaining structure within the existing quarry. The existing quarry comprised a partially flooded Main Void and…

Allescholes Landslip Stabilisation Works

Civil Earth Structures Geotechnical

The existing embankment pre-failure comprised of a clay slope at an approximate inclination of 1:1.5, with a height of approximately 8m falling to a stream at the base of the slope. Road drainage was directed to a ditch at the side of the embankment falling to the stream at the…