In the month of July 2015 we achieved a significant and very proud milestone in the evolution of Earth Environmental & Geotechnical, our 1000th project since formation of the company in March 2013.
We would like to take this opportunity in thanking all of our clients for their continued support. It has been a wonderful journey and we have very much enjoyed the extremely varied workload and different challenges faced. The future looks very promising and we hope to be able to continue unlocking development opportunities and offering pragmatic solutions to all our clients.
The construction activities revealed four previously unknown fuel tanks which were not shown on any petroleum licencing or as-built construction drawings.
After exhuming the recorded and unrecorded tanks we validated the tank sidewalls and bases to ensure that potential contaminants of concern, above risk based controlled water and human health assessment criteria, were not left in the ground.
Staff used photo-ionisation detectors and hand held XRF analysers to classify materials, which allowed for the segregation of clean and provisionally categorised contaminated soils.
In the event soil material above risk based assessment criteria were not found which saved the client a significant amount of previously budgeted construction time and money.
The Environment Agency are increasing vigilant about the pollution potential of slurry farm lagoons after a spate of recent earthwork failures. It is sometimes not appreciated that these structures often hold significant amounts of “water” sometimes close to the Reservoir Act threshold.
Ongoing work on a large lagoon in North Wales has involved us developing a Construction Quality Assurance Plan (CQA) and ensuring that laid cohesive materials comply with our compaction and material suitability specifications.
Future work will involve geotechnical investigations in order to establish ground conditions for solar panels and infrastructure.
We have been recently commissioned to investigate the proposed location of a new electricity sub-station adjacent to a hospital that is planned to be extended.
Despite difficult access, with abundant vegetation and trees were able to conduct a mixture of cable percussive and windowless sampling boreholes.
Future work will involve supporting the client with foundation design work and other submissions during the planning application.
Following an earlier phase of site investigation work we were contacted by the client to assist with the design of foundations for a new apartment block in the centre of Manchester.
Cable percussive boreholes were drilled to a depth of 30m with rotary coring follow on. Sandstone cores have been subjected to point load index, triaxial compression, P & S soundwaves, porosity and density testing.
Our interpretative report provided pile loading calculations based on Eurocode 7 partial factors of safety.
Our revised cover system included a marker geomembrane below the imported topsoil.
A later phase of gas membrane validation was conducted in accordance with “Good practice on the testing and verification of protection systems for buildings against hazardous ground gases” (CIRIA C735).