RML carried out both a Phase I Desk Study and Phase II Site Investigation for a demolition of an existing two storey building and erection of a seven storey mixed use building and commercial floorspace.
A walkover survey was carried out by an RML Engineer to establish if contamination is present from any undocumented practice or industrial use of the land and surrounding land and if necessary to confirm the accuracy of the information obtained from elsewhere as part of the Preliminary Risk Assessment (PRA) data gathering process . A visual assessment of the land to check for signs of industrial activity, landfilling, fly tipping , fuel storage, fuel tanks, asbestos related materials or any land contamination was undertaken and a photographic record made to provide evidence to show the condition of the land at the time of the Walkover Survey.
Environmental data, comprising geo-environmental hazards, hydrology and hydrogeology, was obtained for the current site covering an area of up to 1000m from the site boundary.
Historical Ordnance Survey maps were also obtained for the site, as part of the PRA data gathering process. These maps were used to inform of potential historical contaminative processes.
Fieldwork was undertaken in line with British Standards BS 5930:2015+A1:2020. 1 No. Cable Percussion borehole, 4 No. Hand Excavated Trial Pits, On-site UXO support were undertaken at the site. Monitoring installations were subsequently fitted within the boreholes to facilitate land-borne gas monitoring.
Natural Moisture Contents, Atterberg Limits, Undrained Triaxial Compression Tests, Particle Size Distribution Tests, pH & sulphate tests, chemical analysis and Asbestos Identifications were undertaken for the project.
RML carried out both a Phase I Desk Study and Phase II Site Investigation for the demolition of existing buildings on the site and construction of two separate drive-thru ‘pods’ together with associated landscaping and parking.
A walkover survey was carried out by an RML Engineer to establish if contamination is present from any undocumented practice or industrial use of the land and surrounding land and if necessary to confirm the accuracy of the information obtained from elsewhere as part of the Preliminary Risk Assessment (PRA) data gathering process . A visual assessment of the land to check for signs of industrial activity, landfilling, fly tipping , fuel storage, fuel tanks, asbestos related materials or any land contamination was undertaken and a photographic record made to provide evidence to show the condition of the land at the time of the Walkover Survey.
Environmental data, comprising geo-environmental hazards, hydrology and hydrogeology, was obtained for the current site covering an area of up to 1000m from the site boundary.
Historical Ordnance Survey maps were also obtained for the site, as part of the PRA data gathering process. These maps were used to inform of potential historical contaminative processes.
Fieldwork was undertaken in line with British Standards BS 5930:2015+A1:2020. 3 No. Cable Percussion boreholes, 6 No. Drive-in-sampler Boreholes, BRE 365 Soil Infiltration Tests and MEXE Probe CBR Tests were undertaken at the site. Monitoring installations were subsequently fitted within the boreholes to facilitate land-borne gas monitoring.
Natural Moisture Contents, Atterberg Limits, Undrained Triaxial Compression Tests, Particle Size Distribution Tests, pH & sulphate tests, chemical analysis, Waste Acceptance Criteria (WAC) and Asbestos Identifications were undertaken for the project.
RML carried out both a Phase I Desk Study and Phase II Site Investigation for the demolition of an existing building on the site and construction of hotel accommodation (Use Class C1) and construction of basement level; ancillary restaurant and conference rooms (Use class E); together with associated bin store; landscaping and parking.
A walkover survey was carried out by an RML Engineer to establish if contamination is present from any undocumented practice or industrial use of the land and surrounding land and if necessary to confirm the accuracy of the information obtained from elsewhere as part of the Preliminary Risk Assessment (PRA) data gathering process . A visual assessment of the land to check for signs of industrial activity, landfilling, fly tipping , fuel storage, fuel tanks, asbestos related materials or any land contamination was undertaken and a photographic record made to provide evidence to show the condition of the land at the time of the Walkover Survey.
Environmental data, comprising geo-environmental hazards, hydrology and hydrogeology, was obtained for the current site covering an area of up to 1000m from the site boundary.
Historical Ordnance Survey maps were also obtained for the site, as part of the PRA data gathering process. These maps were used to inform of potential historical contaminative processes.
Fieldwork was undertaken in line with British Standards BS 5930:2015+A1:2020. 1 No. Cable Percussion borehole, 5 No. Drive-in-sampler Boreholes, 3 No. Hand Excavated Trial Pits and MEXE Probe CBR Tests were undertaken at the site. Monitoring installations were subsequently fitted within the boreholes to facilitate land-borne gas monitoring.
Natural Moisture Contents, Undrained Triaxial Compression Tests, pH & sulphate tests, chemical analysis, Waste Acceptance Criteria (WAC) and Asbestos Identifications were undertaken for the project.
RML carried out both a Phase I Desk Study and Phase II Site Investigation for construction of a new generator compound and retaining wall.
A walkover survey was carried out by an RML Engineer to establish if contamination is present from any undocumented practice or industrial use of the land and surrounding land and if necessary to confirm the accuracy of the information obtained from elsewhere as part of the Preliminary Risk Assessment (PRA) data gathering process . A visual assessment of the land to check for signs of industrial activity, landfilling, fly tipping , fuel storage, fuel tanks, asbestos related materials or any land contamination was undertaken and a photographic record made to provide evidence to show the condition of the land at the time of the Walkover Survey.
Environmental data, comprising geo-environmental hazards, hydrology and hydrogeology, was obtained for the current site covering an area of up to 1000m from the site boundary.
Historical Ordnance Survey maps were also obtained for the site, as part of the PRA data gathering process. These maps were used to inform of potential historical contaminative processes.
Fieldwork was undertaken in line with British Standards BS 5930:2015+A1:2020. 1 No. Cable Percussion borehole and 1 No. Hand Excavated Trial Pit were undertaken at the site. Monitoring installations were subsequently fitted within the boreholes to facilitate land-borne gas monitoring.
Natural Moisture Contents, Particle Size Distribution Tests, Quick Undrained Triaxial Compression Tests, pH & sulphate tests, chemical analysis, Waste Acceptance Criteria (WAC) tests and Asbestos Identifications were undertaken for the project.
RML carried out both a Phase I Desk Study and Phase II Site Investigation for the demolition of an existing property and construction of a new, low-rise, property.
A walkover survey was carried out by an RML Engineer to establish if contamination is present from any undocumented practice or industrial use of the land and surrounding land and if necessary to confirm the accuracy of the information obtained from elsewhere as part of the Preliminary Risk Assessment (PRA) data gathering process . A visual assessment of the land to check for signs of industrial activity, landfilling, fly tipping , fuel storage, fuel tanks, asbestos related materials or any land contamination was undertaken and a photographic record made to provide evidence to show the condition of the land at the time of the Walkover Survey.
Environmental data, comprising geo-environmental hazards, hydrology and hydrogeology, was obtained for the current site covering an area of up to 1000m from the site boundary.
Historical Ordnance Survey maps were also obtained for the site, as part of the PRA data gathering process. These maps were used to inform of potential historical contaminative processes.
3 No. Light Percussion boreholes, 1 No. Drive-in-sampler Borehole, 1 No. Mechanically excavated Trial Pit, 1 No. BRE 365 Soil Infiltration test, 2 No. Shallow Soil Infiltration Tests and MEXE Probe CBR Tests were undertaken at the site.
Natural Moisture Contents, Atterberg Limits, Quick Undrained Triaxial Compression Tests, Particle Size Distribution Tests, pH & sulphate tests, Chemical Analysis, Waste Classification Tests and Asbestos identifications were undertaken for the project.
RML carried out both a Phase I Desk Study and Phase II Site Investigation for construction of a terrace of eight, three bedroom, town houses, together with associated private garden areas, communal landscaped areas, retaining structures and car parking facilities.
A walkover survey was carried out by an RML Engineer to establish if contamination is present from any undocumented practice or industrial use of the land and surrounding land and if necessary to confirm the accuracy of the information obtained from elsewhere as part of the Preliminary Risk Assessment (PRA) data gathering process . A visual assessment of the land to check for signs of industrial activity, landfilling, fly tipping , fuel storage, fuel tanks, asbestos related materials or any land contamination was undertaken and a photographic record made to provide evidence to show the condition of the land at the time of the Walkover Survey.
Environmental data, comprising geo-environmental hazards, hydrology and hydrogeology, was obtained for the current site covering an area of up to 1000m from the site boundary.
Historical Ordnance Survey maps were also obtained for the site, as part of the PRA data gathering process. These maps were used to inform of potential historical contaminative processes.
4 No. Light Percussion boreholes, 6 No. Drive-in-sampler Boreholes, Falling Head Permeability Tests and MEXE Probe CBR Tests were undertaken at the site. Monitoring installations were subsequently fitted within the boreholes to facilitate land-borne gas monitoring.
Natural Moisture Contents, Atterberg Limits, Quick Undrained Triaxial Compression Tests, pH & sulphate tests, chemical analysis and asbestos identifications were undertaken for the project.
RML carried out both a Phase I Desk Study and Phase II Site Investigation for the demolition of an existing office building (Class E) and ancillary building and erection of a new office (Class E) building with bin store, cycle store building with associated parking and access.
A walkover survey was carried out by an RML Engineer to establish if contamination is present from any undocumented practice or industrial use of the land and surrounding land and if necessary to confirm the accuracy of the information obtained from elsewhere as part of the Preliminary Risk Assessment (PRA) data gathering process . A visual assessment of the land to check for signs of industrial activity, landfilling, fly tipping , fuel storage, fuel tanks, asbestos related materials or any land contamination was undertaken and a photographic record made to provide evidence to show the condition of the land at the time of the Walkover Survey.
Environmental data, comprising geo-environmental hazards, hydrology and hydrogeology, was obtained for the current site covering an area of up to 1000m from the site boundary.
Historical Ordnance Survey maps were also obtained for the site, as part of the PRA data gathering process. These maps were used to inform of potential historical contaminative processes.
1 No. Cable Percussion borehole, 3 No. Light Percussion boreholes, 1 No. Mechanically excavated Trial Pit, 1 No. BRE 365 Soil Infiltration test, 1 No. Shallow Soil Infiltration Test and MEXE Probe CBR Tests were undertaken at the site. Monitoring installations were subsequently fitted within the boreholes to facilitate land-borne gas monitoring.
Natural Moisture Contents, Atterberg Limits, Quick Undrained Triaxial Compression Tests, pH & sulphate tests, chemical analysis and asbestos identifications were undertaken for the project.
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