Abstract: An elevated tank broadly comprises an outer wall, a tank ceiling, a tank floor, an internal support structure, and a fluid infrastructure. The outer wall is formed of a number of panels connected together in layers. The tank floor is elevated above the ground and is enclosed within the outer wall. An upper portion of the outer wall, the ceiling, and the tank floor cooperatively form a tank chamber for holding a fluid or other substance. A lower portion of the outer wall forms a lower chamber underneath the tank floor. The elevated tank is constructed by connecting a layer of panels together and jacking or lifting them up, then bolting another layer of panels together underneath the previously connected layer of panels, and continuing building the elevated tank from the top down.

Abstract: An elevated water tank utilizing an integrated field erected and bolted panels, such as, by way of example, steel rolled tapered panels (RTP) having epoxy powder-coated construction. The outer bolted steel reinforced panels are integral and co-linear with the preferably cylindrically shaped exterior reservoir walls thereabove providing reservoir perimeter structural support. The bolted steel reinforced panels are to provide support of a reinforced interstitial steel floor to grade, and either both or only one of an inner support pedestal of a transverse dimension less than that of the reservoir, or an outer support pedestal having substantially the same cross sectional configuration and size as the reservoir thereabove, may be so constructed. The reservoir and pedestal structure preferably use factory epoxy coated steel construction and are most preferably field installed utilizing synchronized hydraulic screw jack or traditional elevated field construction techniques.