Phase II Geo-Environmental Assessment:
Brief:
Delta-Simons Limited were instructed to undertake a Geo-Environmental Assessment for land off Cotswold Dene, Lakeside Industrial Estate Standlake, Witney OX29 7PL
It is understood that it is proposed that the Site will be developed to a commercial end use. The report has been produced to assess the risk for land contamination issues to be present at the Site in the context of the proposed
development, to support the planning application and to provide a preliminary geotechnical assessment.
Site Setting:
The Site is an irregular shaped area of land south of Cotswold Dene. The Site is currently unoccupied, consisting of a relatively flat, roughly vegetated area with a large stockpile located in the south, adjacent to the site boundary. Some areas of hardstanding remain from historic land use in the west of the Site.
Historic records show that the Site has remained mostly undeveloped with later use of the Site for stockpiling/storage. A former gravel pit was located in the southern extent of the Site and the area is characterised by a number of disused gravel pits, industrial land uses and former landfills. The Site underwent remediation / earthworks in 2021 with the removal of Made Ground up to 1.7m and replacement with backfill.
Land Contamination Assessment:
Significant soil contamination has not been identified that is considered to pose a risk to human health receptors in a commercial end use setting. Asbestos Containing Materials (ACM) have not been identified during this investigation. However, the presence of asbestos cannot be discounted within the Made Ground, particularly within historic Made Ground.
Elevated metals and sulphates were recorded in the underlying groundwater, considered to be indicative of background groundwater quality. Risks to controlled waters are considered to be low. Preliminary ground gas monitoring indicates the Site can be provisionally classified as CS2. It is recommended that supplementary ground gas monitoring and a revised assessment is undertaken to fully understand the ground gas regime for the Site.
Geotechnical Assessment:
Spread foundations extending to the underlying Summertown Radley Sand and Gravel Member may be considered to be a suitable foundation solution subject to further geotechnical testing. Care should be given to the presence of shallow groundwater when designing foundations. Where Made Ground is too deep or higher loads are required, then consideration of ground improvement of the Made Ground or piling into the bedrock deposits should be given.
Resting groundwater was noted to lie between 1.18 and 2.22 m bgl. Therefore, shallow groundwater maybe encountered within excavations and removal of these waters maybe
required. Shallow Made Ground and groundwater at the Site have recorded elevated sulphates and as such, the conditions have been provisionally classified as Design Sulphate Class DS-5 for buried concrete.
View Phase 2 Geo-Environmental Report