G7 GEOTECH LIMITED

G7 GEOTECH LIMITED

Construction

Leyland, England 108 followers

Ground Investigation Specialists

About us

G7 Geotech has been operating from Leyland in Lancashire for over eight years. Alan Watson has undertaken a wide variety of ground investigations and since 2020 has been joined by the highly experienced Keith Gibbs based in Cardiff, South Wales. We aim to provide reliable and good quality ground investigation and geotechnical consultancy services for a wide range of development types, including residential and commercial developments, educational and healthcare developments and sports and leisure facilities. We provide reports which include geotechnical data for foundation design, chemical data to support ground contamination assessments and soakage rates obtained from in situ tests to inform sustainable drainage (SuDS) schemes and all this to assist our Clients' multidisciplinary design and construction teams. Our reports can address all the usual ground-related Local Authority Planning requirements. The main focus is attention to detail for ground and groundwater conditions, an understanding of the Client’s aims and keeping the design and construction team informed of findings at the earliest opportunity. The main geographical areas are NW England and South Wales and investigations throughout the UK can be accommodated.

Industry
Construction
Company size
2-10 employees
Headquarters
Leyland, England
Type
Privately Held
Founded
2015
Specialties
Ground Investigations and Geotechnics

Locations

Employees at G7 GEOTECH LIMITED

Updates

  • View organization page for G7 GEOTECH LIMITED, graphic

    108 followers

    We were on site in Walsall recently and this photo shows Devensian Till ( Glacial Till ) derived from the Pennine Lower Coal Measures hence the fine gravel of coal in the sample. Also, following on from the photo of a couple of weeks ago taken of a trial pit in the Devensian Till on the West Lancashire Plain ( derived at least partially from the Triassic ) both these geographically disparate Tills seem to have sandstone gravel fully weathered to sand as inclusions / pockets. What do all you geologists think of this? Are these pockets of deposited sand or is it fully weathered gravel? #lovegeology

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  • View organization page for G7 GEOTECH LIMITED, graphic

    108 followers

    We recently undertook soakage testing by shallow excavation in Longtown, near Carlisle where the BGS mapping indicates Solway Esk River Terrace Deposits. The ground surface for this Terrace Deposit is generally described as up to 3.5m above the flood plain, but we seemed to be higher than that, possibly 7m or more. Directly below the topsoil, we found slightly gravelly, clayey silty fine to coarse sand to 1.00m depth overlying slightly silty sand and gravel. With the ground level being so far above the floodplain, the River Esk has cut down significantly here, so this may explain why there may not have been any typical upper zone of dominantly cohesive soils within the Terrace. This is good news for infiltration drainage as there appears to be highly permeable soils at shallow depth. #lovegeology

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  • View organization page for G7 GEOTECH LIMITED, graphic

    108 followers

    This is a trial pit we undertook to check for desiccated clay soils and enable an assessment for foundation design for a house on the West Lancashire Plain. This is high strength and very high strength Devensian Till - Diamicton and interesting the large pocket of coarse green sand. A water lain channel doesn't seem plausible, so may be a large boulder, weathered to sand ( there were fragments of green sandstone lithorelicts within it ). #lovegeology; #diggingholes

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  • View organization page for G7 GEOTECH LIMITED, graphic

    108 followers

    This is a site we helped Soil Consultants Ltd with a couple of weeks ago. Boreworx Ltd undertook the drilling on this wide level area, which initially had been identified for development with shallow low cost foundations. We found a variable wedge of Made Ground upfill of up to about 1.80m thickness underlain by natural weathered Northampton Sand, which included some loose and very loose zones. Alternative foundations options are now being considered.

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