Green Line Reconfiguration

Where are you going to portal up on Essex? The BRT tunnel width is the entire street building-to-building, so there's no way to pop up without closing an entire block to auto traffic and severing Essex as a thru street.

Click the link in my post that you quoted; it's got maps of every single portal the T ever considered in 10+ years of Silver Line design revisions. They all had to plow under Boylston to the west because Essex had no room and the depths of the tunnel didn't allow a rise to street level without a lot of extra tunneling. The convoluted portal lead tunnels were all so long and so far away from Boylston because of the starting depth, grades, and shortness of city blocks for getting an incline done without sharp curves interrupting the climb. There's a pretty good body of official-sourced engineering evidence explaining why things had to be how they were with the BRT alignments. They went through so many permutations there's not very little left to the imagination on what construction is possible the length of Essex using rubber-tire vehicles.

http://www.boston.com/news/local/articles/2006/02/10/new_silver_line_plan_offered_stirring_critics/?page=full

I see from a google search a portal on Essex was briefly discuss right before Silver Line 3 was cancelled.

I was thinking Essex would end at the 93 tunnel ramp at Surface Rd / Lincoln Street in order for the portal to be built. Essex from that point to Atlantic does not seem critical.
 
http://www.boston.com/news/local/ar...line_plan_offered_stirring_critics/?page=full

I see from a google search a portal on Essex was briefly discuss right before Silver Line 3 was cancelled.

I was thinking Essex would end at the 93 tunnel ramp at Surface Rd / Lincoln Street in order for the portal to be built. Essex from that point to Atlantic does not seem critical.

Rejected as infeasible immediately. That was February 10 '06. On March 3 '06, they unveiled the "Charles Street Modified Alignment", which put the tunnel back west of Boylston, and Sec. Cogliano endorsed that at the announcement.

Can't locate an official statement as to why that very short-lived proposal flunked. If I had to guess, the grades were the issue. Unlike 93N where it goes over, 93S in the old retrofitted Central Artery tunnel is way closer to the surface and the tunnel has to slip under. So the construction probably ran way afoul of the 6% recommended max grades for BRT in a tunnel if it had to pop up that fast, and the result was probably some grade that was silly-steeper.


The State Transportation Secretary doesn't walk something like that back only 3 weeks later without ever speaking of it again if it bore out a non-zero physical possibility of working. It was a zero physical possibility, and he was probably corrected on that same-day.
 
Let's do some illustrative math here. . .


93 North tunnel height/depth

  • Tunnel dug to maximum 100 ft. depth at the top surface to slip below the Red Line.
    ....
  • Figure conservatively a 25 ft. minimum structural heigh.



    Silver Line tunnel
    • 60 ft. tunnel floor depth
    • Not constructed with slurry walls, so probably thicker than the 93 tunnel. Assume for argument's sake the same 3 ft. thickness top and bottom.
    • The structural bottom of the tunnel is 63 ft.

    Questions:
    • Why are you choosing the lowest-odds possible trajectory that must hit a hole-in-one to work at all?
    • To what advantage is the lowest-odds possible trajectory over others?



  • 1. 12 vertical feet leftover for the redline @ dewey? Truly (truly) appreciate the work that you put into these estimates, but if the fudge factor / margin of error you've built in could conceivably go a little bit the other way too, then this goes from a hole-in-one to a make-able putt.

    2. Because tunneling up hudson, under the old dewey sq tunnel, and then over 93N seems really hard. 1/4 mile of difficult (yes, because it could conceivably run on the surface the rest of the way) vs difficult the whole way?
 
Many thanks for those estimates F-Line and for spelling out why exactly the engineering on an Atlantic Ave approach is so complex; even in light of using a right of way that is not totally below grade until the portal. Anyone who has read this forum knows that when you are proposing something it is not some off the cuff comment or preference but is your opinion based on rigorous research and analysis which we are all grateful for.

However, as CSTH points out, change a few of the assumptions and this goes from "stupid, why are you even bothering trying to consider this" to "well that's doable, it might not hold a candle next to a Hudson St. alignment, but you could do it if you wanted to."

For the record I prefer the Hudson St. alignment. Not only because it is more elegant but because I think the small section of surface running that you do to go up Atlantic probably wouldn't create drastic cost savings (if any). However, I think Hudson St. will be hard, both from an engineering and a political perspective.

The political perspective I find particularly challenging. Firstly, let's not kid ourselves on how disruptive this would be to abutters. Hudson is a narrow right of way and it would be torn to pieces while this is going on. Same for the Essex St. part of the alignment even though those abutters would probably be a little better suited to put up with it. Finally, some major community meeting spots like China Town Park would be temporarily torn up and put our of commission. This will understandably not go over well. Even with promises of a construction blitz that will limit the timeline of the pain people will rightfully be upset at the disruptions.

I know the pain is temporary and that this is for the greater good but I genuinely don't expect it to be well-received. This is very relevant because the area of impact is highly organized politically and is exceedingly effective at ensuring projects take into their accounts their concerns. If the community was not in favor of this project (and I don't think they would be considering their transit access is not manifestly enhanced all that much) I think- even if our civic and political leaders were totally on board for seeing this through (which clearly is not a given)- it would be hard for project proponents to resist pressure to try and mitigate this thing to hell and thereby dramatically increasing the cost. For example there could be demands for requiring the use of a TBM so as to minimize surface disruptions even if that is not appropriate or work hour restrictions could be so severe as to make this project take much longer and cost much much more.

I know that we tend not to downplay those as a considerations on this forum because they are very parochial and short-sighted but they are unfortunately a reality that must be contended with. I'm not saying give up without a fight, but if this alignment balloons in cost to much then it could kill the whole project since a full Essex St. alternative makes this thing DOA a la Silver Line Phase III.

So what I am saying is if when I'm advocating for this project the winds of resistance are becoming too much to bear and it looks like the objective of bringing the green line to the transitway may be lost, then it would be nice to have an alternative alignment at the ready. Specifically, one where the most impacted abutters would highway onramps and public facilities like the bus and train terminal.

That is one advantage I see to studying this in more depth to see whether or not it is a make-able putt or a hole in one.
 
I think everyone who loves the Hudson Street alignment seriously underestimates the resistance you would get from the abutters. The days are over when you can simply bulldoze Chinatown for any and all transportation fantasies (Central Artery, South East Expressway, Mass Pike, Orange Line, Proposed Silver Line portal...).

By the time you get around to building this, a lot of Hudson Street will likely be high rise towers, like One Greenway. (Plans are in the works for all open parking lots already.) Be ready for a huge battle in court.
 
No one said threading through abutting buildings was not going to be difficult. But...I reiterate...this isn't a Crazy Transit Pitches build. It is a real thing that was supposed to have been under construction 10 years ago, and couldn't because the design choices the state predicated it on failed their engineering vetting and cost too much.

So the only goal here is finding the least disruptive build that accomplishes the goals. If you can do significantly better than the length of Essex + Boylston Under + Boston Common loop + a distended portal to the west...it's an improvement in cost and feasibility.


1) BRT. The tunnel width was no-go, the speeds around curves were schedule-killers, and too many of the design hacks scraped the uppermost recommended grade limits.

2) Duplicating existing infrastructure. The Tremont tunnel-destroying alignments and the Tremont tunnel-bypassing alignments were far and away the biggest cost-bloaters, because it required twice as much tunneling to get around. While I have some quibbles with JeffDowntown's western skew on demand, the main problem with that is that it replicates too much of the extra tunneling cost that blew out all sensible cost estimates on the real-deal SL III. So our solutions have to avoid repeating that mistake.

3) Too much station construction, and duplication of station construction. Underpinning Chinatown on an extremely constrained intersection was a cost-bloater and schedule-killer because of how much the buses had to crawl in such a tight space. They could've lived with that...but then Boylston Under completely unglued it. Whole separate level deep under, underpinning the existing station with its unused tracks. And then because space was so constrained below ground...the tight, tight loop which kills the headways even more. This ends up the most expensive single piece of the project.

4) Building mitigation. Essex is very narrow, and its entire distance west of the park is flanked by tall and mostly old buildings. Any digging under legacy under-street spaghetti utilities is hard; any digging around old buildings of unknown structural interface to the under-street area is hard. Choosing the widest possible tunnel on 1500 ft. of wall-to-wall such old Boston street and sticking Chinatown Under on its length and multiple grade changes induced too many types of construction mitigation, and too much potential for unbounded cost overruns.

5) Taking too many low-odds risks. Examples abound in #1-4 where things had to go exactly right for the SL III builds to work within original projections. The complications of both engineering and cost overruns piled up fast and overwhelming when too many low-odds choices didn't pan out. That's crummy luck, but you have to do all you can to maximize your luck and not have so many potential failure points where razor-thin margins on bad luck end up upending the whole thing. We have to get it built.


How does the "Take 2" attempt best improve on these Big 4 fatal liabilities with the thing that should've been built by now? And keep the rise in cost overrun contingencies controlled to point where it's not going to come unglued again the further along planning gets.

1) LRT. Duh. Smaller footprint, and sidesteps most of the performance-harming liabilities of BRT around curves and grades that were hemorrhaging headways on the SL III plans.

2) Minimize duplication by recycling the Tremont Tunnel best you can. You can, depending on preferred cross street, bust out of it early, but you need to use some of it if not all of it because the infrastructure duplication of not doing so was an actual-factual fatal blow.

3) Avoid Boylston Under; avoid new Central Subway infills for the merge stations. The Tremont Tunnel interface lets you keep Boylston as-is with no structural mods except for the ADA and elevator drops that don't structurally imperil it or run afoul with the historical preservation (way more cumulative changes have happened to it over the last 40 years than just dropping a shaft from street level). Between this and #2, a straight shot the full length of Essex is a very low-percentage play for success where the SL III's attempt at it failed. For the Orange station, the constraints around underpinning Chinatown are a secondary bloater. The attractiveness of picking Tufts instead is that Eliot Norton Park is clean fill for such a station and long walkways to the TMC mezzanine sidesteps the "Under"-station impacts that upended Phase III @ Boylston and Chinatown.

4) Every street has building mitigation concerns. So if the sheer number of old buildings to mitigate the whole way through the Chinatown portion of Essex was a fatal blow to Phase III, pick streets that have many times fewer impacts. South of Eliot Norton Park it's a 60's urban renewal nuke zone; conventional foundations, no under-street undocumented spaghetti. Marginal St. has a big advantage in being framed by the Pike retaining wall with side access by heavy machinery into the guts at no greater impact than a temp Pike lane closure. Hudson has buildings on only one side south of SS Connector Rd., and a total area of maximum impact on both sides of the street that's 500 ft. long and includes some 21st century construction and 21st century cleanroomed under-guts...vs. 1500 ft. long and very Old Boston-dense on Essex. which is up to 10 ft. narrower in spots. As alternatives Kneeland St. is very wide if you bail on the Tremont Tunnel early. Oak St.'s a little harder, but a number of the SL III portals picked the Shawmut-Washington block on it for the portal so there's a body of engineering work in favor there.

5) Avoid the low odds. Yes, on all that Atlantic-trajectory math there is possibility that the room exists if the fudge factor breaks the right way. But it MUST break exactly the right way or there's no possibility, and the math took pretty conservative estimates for carving out the extremely limited 350 ft. window of wiggle room. SL III got upended by banking on too many all-or-nothing decisions where one unfavorable feasibility assessment could either seriously cripple it or end it altogether. That is a mistake that Take II must learn from. It's not enough to say, "well, it's possible so what's the problem?" The problem is precisely that SL III made the same claim, and we have nothing today because it didn't work. To apply lessons learned the routing must stick more conservatively to the trajectories with highest rate of success which can bend the most under constraint: recycled infrastructure, cleanroomed streets, avoidance of as many underground structures as possible, taking the paths with the fewest buildings to mitigate, and so on. Those pad the odds. To have a preferred alignment predicating itself on very low odds has to explain--empirically--why it conclusively avoids the same fate of SL III's dance with low-margin luck. "It's possible" doesn't cut it. "It's many times more probable than what they tried last time" does. Deviations on low-odds alignments have to have an airtight case why that outslugs other better risk-mitigated routings on performance, ridership, and reliability of cost projections.



The only reason I keep coming back to Hudson is because it directly addresses these 4 points of failure in SL III:

-- It recycles the full Tremont tunnel and existing Boylston layout at no duplication of existing infrastructure. There is zero construction risk here; it's just a rehab of what was always there.

-- It uses the most cleanroomed under-street tunnel footage of any routing along that Pike retaining wall and inside Eliot Norton Park.

-- It avoids ALL underpinning of other T stations, only requiring a narrow-angle underpass of the Orange Line @ Shawmut/Marginal. Eliot Norton Park is ped-connectable to Tufts, but well offset. This is an enormous amount of cost savings to not have to build an "Under"-station anywhere with associated mitigation. And indeed it is the same number of total stations as SL III while building one fewer station.

-- It passes through the fewest building impacts of any routing. One side of street only from the point it enters Marginal to the point it reaches SS Connector Rd., two across-street building pairs @ Kneeland intersection with one being 2015 construction with a plaza buffer, and only two across-street old buildings on the other side of Kneeland plus a few fragile triple-deckers until tunnel has safely turned out into the park. Checking off all other routings that is by far the fewest, with possible exception of a tunnel centered square under wide Kneeland St. (which would require some destruction of the southern end of the Tremont Tunnel to turn out). And the street itself is up to 10 ft. wider than the Essex attempt. The cost savings and less uncertainty involved in the other choices above allows for greater assignment of resources for navigating the uncertainty here. And limiting the structural mitigation uncertainty to fewer structures than any other routing improves the odds of success here (this includes dancing through the tunnel maze around Atlantic).


^^^Each of these decisions is informed by the odds, and bolstering of so the low-odds failure points that killed SL III are neutralized. This is not the only way to slice it, but it is consistent with the principles we have to follow to get built soon on reliable cost projections what failed on cost/feasibility on the thing that was supposed to be built past-tense. That's how we fix this and front-load it to #2 with a bullet after Red-Blue. It's not a mapmaking exercise; it's a troubleshooting exercise taking the wreckage of a very real project and trying to meet the same project goals using high(er)-percentage plays. That's very different from the usual fun doodles and thinkpieces we do in Crazy Transit Pitches.



I'd also say--as purely secondary consideration--this makes it easiest by a longshot to hook in the Back Bay/Huntington re-route and Washington St. trolley-stitution into as much high-odds infrastructure as possible. And by keeping the full 4-track capacity of the Tremont tunnel @ Eliot Norton intact for those extra lines, which an early bust-out or outright bypass wouldn't do. Going on Marginal for the high-percentage play also leaves wiggle room for an Ink Block infill stop at the Quincy School tennis courts on Marginal @ Washington, a bonus most other routings don't offer. Maybe you don't do that right off the bat because SS on highest-possible odds of success is your critically important goal, but you don't get the same +1 ridership catchment anywhere else (including an infill on Kneeland, since that never strays far enough from Orange before hitting the SS walkup catchment.

^Your mileage may vary, but it stays consistent with the goals of "pick the high-percentage play" to leave the widest door open for high-percentage plays on all the future add-ons and hook-ins.
 
With an RFP being developed for DOT parcels 25-27, it seems like DOT should take a moment to look into the feasibility of extending the greenline through the Tremont st tunnel and into the silver line transit way. The two routes discussed on these boards are along Hudson street and through these parcels.
 
Those parcels (25, 26a/b/c, 27, 28) are on the other side of 93S and wouldn't affect the likeliest route configuration. Recall: cross 93 anywhere other than the pre-reserved Silver Line Phase III injection point into the Transitway at corner of Essex & Chinatown Park and the options for insertion are vanishingly limited because of the spaghetti ramps and tunnels pinching it. All of the routings that attempt to cross over the highway on the South Bay end have fatal blockers or complications that have to wing 0.001% odds of making it, while the straight-on-Hudson alignment has probable feasibility if great care is taken on the building mitigation on an approx. 700 ft. long section of Hudson between S. Station connector and Chinatown Park.

Parcel 24 is the one that's already being built on the corner of Hudson and Kneeland, but that's got a pretty well-buffered plaza in front. This RFP affects nothing on that side of the highway and constitutes no change.
 
Boylston_plan%20Proposed%202_zpswo2qz72m.jpg
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I have taken a look at modifying the Silver Line Phase 3 plans for a tunnel down Essex / Boylston Street into a more cost effective light rail extension. Specifically the image above is a diagram of the existing Boylston Station with modifications showing how the existing connections to the abandoned Tremont Street Tunnel could be used to make a connection from the Green line north of Boylston Street to a new Essex Street tunnel to the existing Silver Line Transit Way.

The distance from the Silver Line transit way to Boylston Street station via Essex Street is approximately 2000 ft. This scheme would require that the new tunnel cross under the Orange Line at Chinatown station as the Silver Line phase 3 did, however it would not include tunneling under Boylston Street station.

I believe there is sufficient distance between Boylston Station and Chinatown for the new tunnel to drop below the existing Chinatown station. At an 8% slope from the platform level of Boylston Street the new tunnel would descend 40 ft.

Unfortunately, this scheme does cut off the rest of the abandoned Tremont Street tunnel from the Green Line. However, the new seaport bound track would be a full level below a future north station bound Dudley train coming up the Tremont st tunnel so this scheme does not preclude a future Dudley bound extension.

On the positive note is would connect North and South stations and would connect the Seaport to the other rapid transit lines with a 2,000 ft long tunnel. Both of these connections would make great improvement to moving around Downtown Boston.

Compared to Silver Line Phase 3 this would be a narrower tunnel down Essex Street (light rail vs Bus), eliminates the tunnel and station under Boylston Station and eliminates the tunnel and portal down Charles Street.

Compared to the Hudson Street alignment it is a significantly shorter tunnel. The tunnel from the transit way to the end of the existing Tremont Street tunnel is approximately 3,500 ft and then the approximately 1,000 ft Tremont Street tunnel would need to be refurbished and upgraded with new tracks and over head power lines. This would mean more tracks to build, maintain, and travel through to get from the Seaport to Boylston and then North Station. Instead of building a new station at Tufts Medical Center for the Green Line a new station would be built under or adjacent to the Orange Line Chinatown station for connections to the green line.

As much as I dislike that an Essex Street subway would make a Green line extension to Dudley via the Tremont St tunnel somewhat more complicated, it looks to me the Essex Street tunnel would be a more cost effective way to connect North and South Stations and the Seaport.
 
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That's a no-go on geometry - the curve from the westbound Essex track to the northbound Boylston track is far sharper than Green Line trains can handle. The outbound curve at Boylston is a sharp as you can go in the tunnel, and even that's a horrifying squeal for every single train.
 
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I have updated the sketch to show a wider radius that matches the existing radius headed toward the Back Bay.
 
I like that. Would it maintain the ability to branch through the Tremont St Tunnel towards Dudley?

Some here like F-line will talk about how impossible the Essex St tunnel is given all the uncertainties of what's below. I certainly am not informed enough to disagree about that, but I do think it's worth a study (one which already began with SL3 planning). I understand the loop down to the pike and back up Marginal is easier, although it will be quite indirect unless or until a Stuart St subway connects the Pike segment to Back Bay.
 
The main disadvantage with the Essex street plan is that it is likely that it will be necessary at some point to build a relief subway line along the pike for the E line and to do that requires that the old Tremont subway and portal be used anyways to connect back up to points north and an at grade junction immediately after the Boylston junction just seems odd to plan in to a potential future routing and it might even negate the benefits of both the Essex street subway and a realignment of the E line to avoid the Copley at grade junction by introducing another one. I just don't think it makes sense to build the essex subway because it could harm other potentially very beneficial projects.
 
But couldn't a train conceivably route from E line via Stuart, north into the Tremont St Tunnel and then turn east through Essex? Wouldn't that be essentially the same as staying on the pike alignment? Please explain - perhaps I'm assuming some movements would be possible that simply wouldn't be.
 
The main disadvantage with the Essex street plan is that it is likely that it will be necessary at some point to build a relief subway line along the pike for the E line and to do that requires that the old Tremont subway and portal be used anyways to connect back up to points north and an at grade junction immediately after the Boylston junction just seems odd to plan in to a potential future routing and it might even negate the benefits of both the Essex street subway and a realignment of the E line to avoid the Copley at grade junction by introducing another one. I just don't think it makes sense to build the essex subway because it could harm other potentially very beneficial projects.

To be clear this scheme would not require the Tremont street tunnel track to cross the Essex Street tracks at grade. Looking at the diagram I posted earlier the yellow area in plan and shown in section is the existing decline for the outbound connection to the Tremont Street tunnel. This decline currently passes under the Green line on its way west.

The inbound side of the Tremont Street tunnel is at the same elevation as the Boylston Station Platforms.

Therefore in this scheme the new Essex St tunnel connecting to the existing yellow decline is below the existing inbound side of the Tremont Street tunnel as it enters the Station.

A reused inbound line coming from the Tremont St tunnel would pass over the new Seaport Bound Tunnel and then merge into the existing tracks at Boylston Station (where the historic orange trolleys are currently displayed.
 
F-Line, is there a map somewhere of what you think is doable?
 
To be clear this scheme would not require the Tremont street tunnel track to cross the Essex Street tracks at grade. Looking at the diagram I posted earlier the yellow area in plan and shown in section is the existing decline for the outbound connection to the Tremont Street tunnel. This decline currently passes under the Green line on its way west.

The inbound side of the Tremont Street tunnel is at the same elevation as the Boylston Station Platforms.

Therefore in this scheme the new Essex St tunnel connecting to the existing yellow decline is below the existing inbound side of the Tremont Street tunnel as it enters the Station.

A reused inbound line coming from the Tremont St tunnel would pass over the new Seaport Bound Tunnel and then merge into the existing tracks at Boylston Station (where the historic orange trolleys are currently displayed.


Okay thanks I did not realize it was offset to a degree that was possible.
 
I like that. Would it maintain the ability to branch through the Tremont St Tunnel towards Dudley?

Some here like F-line will talk about how impossible the Essex St tunnel is given all the uncertainties of what's below. I certainly am not informed enough to disagree about that, but I do think it's worth a study (one which already began with SL3 planning). I understand the loop down to the pike and back up Marginal is easier, although it will be quite indirect unless or until a Stuart St subway connects the Pike segment to Back Bay.


In a project reboot you definitely must study the Essex alignment to keep bases covered. Nothing is certain when it comes to EIS'ing under some of the oldest streets in the city; that was the whole lesson of SL Phase III. So even if probabilities strongly favor a South End alignment, that doesn't mean there isn't quantifiable uncertainty with any of those possible paths that has potential to force you back to somewhat better-studied Essex. If you want it built at all there has to be an officially-studied fallback option, and Essex simply has the most quantity of previously collected information to lean on in the event of a fatal blocker on other considered alignments.

That's Alternatives evaluation 101 there. It's S.O.P. to let past studies inform future studies, even if the past study isn't a probable build.



I just don't think from what we know in the aftermath of Phase III that it's going to end up any better-looking than a last-resort fallback for a project reboot. In fact, if last resorts force us to Essex/Boylston or bust there probably will never be a feasible Seaport-Downtown one-seat. Look at how much maximal risk territory Phase III tried to take on:

800px-Silver_Line_Phase_III_alternatives.svg.png

(Note: pink was the last-ditch preferred portal alignment before the plug got pulled)

Let's not even consider building impacts for now. Let's just name ONE engineering decision that posed the single largest viability risk to Phase III:

The required underpinning of very old existing subway stations and tunnels.

What did Phase III attempt to do:
-- Underpin the 1908 Orange tunnel and 1908 Chinatown station at their widest and most complex structural points.
-- Underpin 1897 Boylston station directly underneath the curve at the single most structurally-complex point where the station tracks were passing above/below each other, where a major pump room was located, and where the sealed Little Building entrance was located.
-- Underpin and abut an entire 750 ft. city block of 1897 Central Subway tunnel.
-- Spread the new tunnel out to its single widest point directly underpinning the spot where the Central Subway spreads out to its single widest point between stations: by placing the loop underneath the cavern where the Public Gardens incline, Boylston St. incline, and Park Square subway provision meet.

It attempted all of that at once.

Phase III only existed as a Supplemental Draft Environmental Impact Statement at the time of its cancellation. A long, long way from the Final EIS that would've preceded design-build. For 5 years before cancellation all the attention was tied up troubleshooting the fatal blockers between Boylston station and the South End portal. Projected costs sailed from $900M to $2.1B from all those project changes.

But the truly terrifying part was yet to come when--after locking down the final alignment--they would have to go back and re-study the whole shebang at a much more granular level for the FEIR report. That's where costs were going to double again from getting first truly detailed look at the revised west alignments, from itemizing the individual horrors under Essex and Chinatown station, for tallying up the building mitigation on Essex and Charles South, and from itemizing the individual horrors on underpinning the Green Line. The FTA pulled the plug on fed funding commitments before first crack at ballparking any of those numbers, and the state took the graceful way out while the "official" number was still sitting on $2.1B rather than even attempt the next recalculation with the blowback that would ensue. FEIR would've pushed it above $4B on base costs, and then the craptacular bid process would've dumped a GLX's 'corruption tax' on top. $6B+. And unbounded overruns beyond that mid-construction for the complications they didn't catch until mid-surgery. For a tunnel that probably was going to net worse headways than the existing Transitway because of the speed restrictions around the loop.




We are feeling the effects to this day of them choosing one of the intentionally hardest and riskiest builds, thanks to the stubborn insistance on it being mandatory BRT and mandatory linked to Washington St. It's not an abstract concept doodle; they tried to engineer it, and it failed. A project reboot has to attempt to learn some lessons from that. If there was only one lesson you could choose as the most important, it's. . .

AVOID STRUCTURAL UNDERPINNING AS MUCH AS POSSIBLE.

Anything that doesn't structurally touch the 1897 Green and 1908 Orange tunnel + station structures is going to have an orders-of-magnitude better feasibility at orders-of-magnitude lower cost.

That means, for meaningful feasibility and cost improvement:
-- Don't lay a finger on Boylston or the Central Subway. Recycle, recycle, recycle old infrastructure. Like your civil engineering career depended on it.
-- The Orange transfer station needs to be completely structurally separate from the Orange level. Preferably total hands-off save for the concourse link-up from short distance away.
-- If any tunnels need to be underpinned, cross the fewest number of tunnels at their narrowest available points at the most direct angles and choose the newest infrastructure for the intersection points. That means the 1967 OL South Cove tunnel, not the 1908 Washington tunnel...and between-stations not at a station. That means doubleplusdon't touch the Central Subway if you can outright delete a tunnel underpin. That means stay the hell away from novel alignments through the South Bay spaghetti ramps. That means going as tangent as possible through the intersects.



It's pretty clear where following just that ONE golden rule is going to drag the gravity well for the revamped build: down the Tremont tunnel to Eliot Norton Park, and some kind of jog-around the South End. Which particular streets TBD. That's just how project scoring works. Draw up a table of routing possibilities and assign √+, √, √- scores on strictly the criteria that were fatal for SL III. Tally up the scores. This isn't an abstract thinking exercise; it's going to heavily favor the South End and relegate an Essex rehash to non-preferred last resorts . Sidelining any/all impacts to the 1897 and 1908 subway tunnels is simply that life-or-death when it comes to this happening someday, or happening never ever.
 
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Here is a map showing how a new Essex Street connection would tie into the overall system.

I understand that having to pass under the Orange Line is a negative to this scheme. However remember how much more involved the Silver Line Phase 3 was. This proposal does not create a bus tunnel portal down Charles Street and does not involve passing under Boylston.

Also keep in mind the Red Line does pass under the same vintage Orange Line.

Of the 2,000ft from South Station to Boylston the first 500ft would be the same on a Hudson Street or an Essex Street route. The difference with the Essex Street route is there is another 1,500 ft to dig, while the Hudson Street route has 3,000 ft to dig just to get to the Tremont street tunnel. Then there is another 1,000ft of Tremont Street tunnel which needs to be refurbished, power run through and tracks laid.

That is a lot of additional tunnel to pay for. My gut tells me it would be more expensive and may have more unknowns to discover as it is double the distance of new tunnel.

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