The buildings were first stripped of any loose furnishings and fixtures. Next, Notifiable Non-Licenced Work (NNLW) commenced for the removal of the CBA roof sheets. Cat B trained Demolition Operatives worked within Mobile Elevated Working Platforms (MEWPs) to remove the sheets. Three MEWPs were in operation with a pair of operatives assigned to each one, all operatives were IPAF and CAT B trained. MEWPs were logistically positioned for the safe removal of CBA sheets. All sheets were first dampened using a suppressant mix, the bolts were cut and sheets lowered one by one. They were then removed using a skid steer and placed in a stacked pile into an enclosed 40-yard skip. During the CBA removal, independent background and personal air monitoring was carried out.
Once all CBA sheets had been removed, a 360 excavator with a hydraulic sheer attachment was used to cut the steel frame of the roof. A second excavator was used to process and load the steel into 40-yard skips.
Included in the scope of works was the requirement to remove all footings, slab and hard standings. Due to the previous use of the site, several manholes were located within the site boundary – this was a challenging element of the project.
At 6 metres below ground level, a live Wessex Water chamber for storm and foul sewage was in operation with a manhole located within the site perimeter. Once all slab and footings surrounding the manhole were removed, the access was raised and encroached above ground level. Lawson Group were required to reduce the height whilst protecting the Wessex Water’s assets below ground. Confined space trained operatives installed a scaffold crash deck to prevent any falling debris. The surrounding piles and ring beams were separated by skilled operatives using wire saw techniques. The manhole was then reduced in height by 1m.
Additional requirements within the scope included the instruction to locate and remove all obstructions up to 3m deep, this included the removal of 1no Interceptor tanks and 2no storage tanks. Lawson Group were required to plot on drawings where remaining piles footings were left that exceeded a depth of 3 metres.
Once all slab, foundations and underground obstructions were removed, all the concrete and hard-core were processed on site with company owned mobile processing equipment. This produced 6F2 crushed stone material suitable for reuse within the future residential development.