You can't connect a storage area directly to a cross-section. You need to route it through a lateral structure. This makes sense; something needs to define the rate of inflow/outflow from the storage area.
I assume you’re trying to do a level-pool breach routing, i.e. the storage area defines the breached reservoir. HEC-RAS is river model designed for dynamic pool routing where the reservoir is defined using cross-sections. One way around this is to create a "dummy" dam immediately downstream from the real dam. The "dummy" dam is a lateral levee that connects the storage area to the channel, and is the one that is set to breach. The real dam, defined in the stream channel, is merely there to prevent upstream flow.
If this technique isn't acceptable, and you must do level pool routing, your next option would be BOSS DAMBRK. But DAMBRK is a rather pricy proprietary program. Another option would be to set up the reservoir in HEC-HMS, perform the dam breach, and import the resulting breach hydrograph to HEC-RAS as the upstream inflow hydrograph. Only define the channel downstream of the dam. The breach methodology is the same in both programs.