Plumbing Africa May 2019 | Page 43

PROJECT 41 By AECOM SA The project brief called for an alternative to the European service station concept, to create a state-of-the-art retail fuel site that challenges the traditional view of a service station being a modular square box. Looking at the convential design, AECOM realised that they had scope to push the boundaries. Their multidisciplinary approach also allowed more innovation in their construction methodology. The site on the N4 highway is close to the town of Kroondal in the North West Province and is the first lightweight steel retail fuel station in the group’s network. The project is the group’s largest capex outlay on a retail fuel site in decades. The project commenced in September 2017 and was completed in October 2018. Delivery of the project was delayed due to unforeseen site conditions, abnormal rainfall, and community protests. One of the most challenging elements of the design was the software modelling of the lightweight steel design. Continuous design reviews were required to ensure clashes would be kept to a minimum and that alignment with the architect’s design would be achieved. WET SERVICES OF THE PROJECT Water source The water source was the key contributing factor in the selection of a water-efficient design; the recycling of grey water, and the use of borehole water. A municipal water connection was not immediately available and the process to obtain such a connection was a long, drawn-out process. Therefore, other water sources, such as borehole water and recycling of grey water, were www.plumbingafrica.co.za incorporated into the design, which will later become a supplementary water supply to the municipal water supply for the facilities. Construction of the domestic water and grey water storage tanks. System/design intent • Water The design intent was to use the municipal water supply for domestic drinking water purposes on both the east and west building facilities. The urinals and WCs would receive recycled/treated grey water for flushing purposes. The goal was to reduce the use of the scarce freshwater resource (municipal water) and at the same time reduce the cost of the municipal water bill. There is an existing borehole with sufficient yield that has been considered into the design of the water supply. The borehole water requires treatment, and pending budget approval and the timing of the municipal water connection, this phase is yet to be implemented. Once approved, a water treatment plant will be constructed, and the borehole water will supplement the municipal water supply. The intention is to eliminate the risk of municipal water interruptions/shortages. • Sewer The area has no bulk water-borne sewer connection, and therefore it was necessary to construct a sewer treatment plant on site. The raw sewage must be treated to a level that is acceptable to the Water Use Licence Agreement (WULA) document. The water is treated for reuse into the building ablutions for toilet and urinal flushing, with the safe excess discharged into the natural water courses. System operation There are three sectional steel storage tanks, namely domestic water; recycled water, and fire water. The domestic water storage tank of capacity 116m 3 will May 2019 Volume 25 I Number 3