Gerry6309 wrote:You would have to build a cofferdam to get over both the Red and Silverlines where they get under the channel. Then there is the question of the granite wall along the channel.
Don't know, but the one eng. survey summary I Googled last night did have that exact Dot Ave. / underwater swoop as "the" preferred alignment for N-S since a through-the-gut ROW would chew up too high a percentage of project costs to negotiate all the buildings and underground infrastructure. Unfortunately some of the old more detailed PDF's of the studies from several years ago have broken links now, but I know the possible alignments were specced out in a bit more detail somewhere. So the engineers do think there's a feasible route for a double-berth tunnel that would eventually go stacked bi-level under the artery after Seaport Blvd. when it merges back on that alignment. And that is why the postal redevelopment is reserving so much space for a wider SS property and why design of the TOD on top of it has to accommodate N-S guts underneath. Since the Feds would be all over funding of that project and the state obviously wants this to happen someday in the future, they're not going to let the T be the T and bollix up the ROW provision with some short-sighted solution that blocks the path. It probably would've had to be accounted for when the SL tunnel was built since this was originally supposed to be part of the Big Dig proper.
Of course it's not easy, but it is after all a projected $10B project at current estimates. I'd be happy with anything that gets the Fairmount rapid-transited economically and on reasonable time table--even a surface stub terminal on the postal property to the side of the existing CR berths--so long as it reserves space/footprint for and does not preclude a future genuine subway platform and continuing N-S ROW alignment. In fact, I'd fully expect that even a DMU'd Fairmount would be on a similar separate surface platform on that side, so as a starter for getting it done that's just peachy. I'd prefer the RL rolling stock over DMU's because you could maintain full grade separation from the CR and not choke capacity, use pre-existing RL yard space for the approach ROW, not even have to maintain a separate equipment mode (or separate equipment at all), and be able to alt-route northbound RL service express to SS to the same platform on unutilized pre-existing infrastructure without having to lay a single new piece of rail south of Cabot.