The Digester Tower is comprised of stone masonry load bearing
walls and reinforced concrete slabs at floor levels 2 through 4.
The fifth floor and the roof are of timber construction.
In May of 2002, a Structure & Stonework Stablitiy Feasibility
Study was performed and the preliminary results of the seismic
analysis showed that the structure could not resist the minimum
seismic loads that are stipulated by the National Research
Council’s (NRC) guidelines for its area.
Due to this, temporary stabilization measures were put into
effect in 2003. These measures consisted of increasing the
wall thickness on both sides of the front entrance at the west
elevation and filling a number of openings in the Tower with concrete block masonry.