Committee weighs scaled redesign to cut costs on proposed $3.4 million fire station; architects to review code trigger

A town fire-station committee spent the meeting debating ways to reduce the estimated $3.4 million cost of a proposed station and whether TIF reserves and bond financing can pay for it without raising taxes. Committee members discussed a hand-traced alternative plan that they say could cut 10–15% of square footage and materially reduce roof volume, while financial advisers laid out options to use existing TIF reserves and different bond amortizations to limit taxpayer impact.

The committee’s financial presenter, Keith, ran several scenarios that used $526,000 in restricted TIF money as an upfront equity contribution. Under one 12-year financing scenario he described, the bond proceeds could cover roughly $2.47 million and, combined with that equity, bring the project to just under $3.0 million — a reduction he said would eliminate much of the projected annual shortfall. Keith summarized the tradeoffs: longer bonds reduce annual payments but increase total interest, while putting more upfront cash into the project lowers debt service and the annual TIF shortfall.

Selena, a committee member who sketched an alternate layout, said she traced the architects’ plans on paper and adjusted room arrangements to combine training and conference space, reduce redundant circulation, and separate vehicle bays from living quarters. "I think she's come up with something that's at least worth looking at," one participant said, noting the redesign could reduce square footage by about 10–15% and cut cubic volume further by lowering roof lines.

Design details discussed included lowering most new ceilings to 8 feet except for the apparatus bays, using retractable walls to make the fitness area multi-use, combining duty-report and office space, and reducing unused circulation for turnout gear. Proponents argued those changes would reduce construction and roofing costs without eliminating critical functions; opponents warned against underbuilding for future apparatus size and long-term needs.

Operational safety concerns were a recurring theme. Andy, who spoke from an operations perspective, strongly opposed routing apparatus out the rear of the site onto Mountain Road, calling that intersection hazardous and arguing that backing larger vehicles there would be unsafe. Committee members discussed alternatives such as double-stacking apparatus in expanded interior depth, adding only one new bay instead of two, or keeping drive-in/drive-out operations on the front of the building.

The meeting also reviewed contingency assumptions and soft costs. Committee members pointed to contingency figures in the architect’s hard-sheet estimate (separate lines that together total roughly $380,000) and said they preferred keeping a larger reserve to cover both construction overruns and potential interest-rate increases before a bond sale.

Next steps: the committee voted informally to send Selena’s alternate plan and the meeting record to the architects for a feasibility and cost update and asked one threshold question: if the committee extends the building’s rear by 10–15 feet without adding rear apparatus doors, would that extension trigger a requirement to bring the existing building up to current structural or code standards? The architects were asked to report back with (a) whether the work would invoke a triggering threshold, (b) an updated square-footage and cubic-footage estimate for Selena’s alternate, and (c) a ballpark cost/contingency estimate.