I?m helping a Contractor produce detailed shop drawings based on the Owners substation ground grid design and spec. This calls for a perimeter 4/0 ring with 20? ground rods attached every 20?. This is attached to a 4? grid of #4 bare under the roughly 60?x40? series of substations needed. This grid is 48? down with 6? of conductive soil below and above. All seem ok so far but here?s what I think is a red flag?
The civil design under this substation then adds 18? of aggregate, then 12? of washed rock, topped off with 6? of permeable asphalt. I?m concerned this will create a poor ground mat for those working in the substation area do to a pavement surface that is poorly coupled to ground. Thus touch and step potentials be a safety issue.
Any thoughts? I?m not familiar with substations being paved. If so, it seems concrete with an integral Uffer ground system would be a better choice. Has anyone successfully used asphalt under substations?
The civil design under this substation then adds 18? of aggregate, then 12? of washed rock, topped off with 6? of permeable asphalt. I?m concerned this will create a poor ground mat for those working in the substation area do to a pavement surface that is poorly coupled to ground. Thus touch and step potentials be a safety issue.
Any thoughts? I?m not familiar with substations being paved. If so, it seems concrete with an integral Uffer ground system would be a better choice. Has anyone successfully used asphalt under substations?