I spoke clearly, explaining the mathematics behind the pressure-relief chambers.

“We are using a specialized sulfate-resistant concrete mix,” I said.

“This prevents the lake water from degrading the structure over time.”

“The foundation is designed to flex slightly under extreme pressure.”

“This prevents the cracking that plagued older municipal designs.”

I detailed the reinforced steel rebar configuration.

The reporters were writing quickly in their paper notebooks.

Some of them nodded as they recorded my words.

I could feel Adrian’s eyes on me the entire time.

I knew what he was waiting for.

He was waiting for the moment to disrupt the presentation.

“Now,” Julian said, stepping up beside me.

“We will take a few questions from the press.”

A man in the front row stood up immediately, holding a digital recorder.

“Marcus Vance, Chicago Architecture Quarterly,” he said.

The tent grew quiet, save for the wind rattling the canvas outside.

“Ms. Bennett, we received an anonymous tip yesterday morning,” the reporter continued.

“The tip contained a schematic of your retaining wall design.”

“It indicated that the primary support pillars are highly vulnerable to shear stress from lake ice.”