October Update: Finalist SEIS End-To-End Alternatives Introduced; Public Meeting Held (AKA: The Fog Lifts)

Addendum (12-24-2021): After so many years of absence, I have decided to restart this blog in lieu of some major updates in the progress of the I-49 Lafayette Connector freeway project. Future posts will reflect the progress of the Functional Corridor Study and the Supplemental Environmental Impact Statement (SEIS) processes that are currently ongoing. I have also made some minor edits to this particular blog post to correct some misspellings. Further posts are incoming. — AJK

A new milestone in the development of the I-49 Lafayette Connector project was fulfilled yesterday.

The LADOTD and the Lafayette Connector Partners (LCP) consultant group held an official Public Meeting last Thursday to officially introduce to the public the finalist End-to-End Refinement Alternatives that would be analyzed and vetted through the Supplemental Environmental Impact Statement (SEIS) process.

Essentially the final Refinement Alternatives will be down to comparisons of two options:

1) The Selected Alternative that was originally approved in the 2003 Final EIS/Record of Decision (ROD); and

2) a Base Refinement Alternative that was created and revised through the Tier II and Tier III Corridor Refinement Processes held during the previous 12 months; itself also broken down with 2 Subalternative designs.

The 2003 ROD Alternative is included only as a control for comparison purposes; the 2017 Refinement Alternative will be ultimately tweaked and revised into the final Supplemental Selected Alternative that will be approved through the SEIS process with a Supplemental ROD.

Here’s a full view of the original 2003 ROD Alternative (all graphics are screencapped from the official LADOTD/LCP Lafayette Connector website).

Full view from end to end of the originally approved 2003 EIS/ROD Selected Alternative alignment/design for the I-49 Lafayette Connector. This will be analyzed in the SEIS only for comparison purposes and will NOT be the final Supplemental Selected Alternative.

You can clearly see the main features of the original 2003 ROD alternative:

1) Three-level directional interchange at Kaliste Saloom Road;
2) Conventional slip-ramp diamond interchange at University Avenue/Surrey Street, dependent on displacement of Runway 11-29 at Lafayette Regional Airport as to adjust the runway’s glide path for aircraft approaches/landings/takeoffs;
3) Standalone Single Point Urban Interchanges (SPUI’s) at Johnston Street and a combined Second Street/Third Street couplet, with accompanying underpass grade separations of the BNSF/UP railroad mainline, for direct access downtown;
4) Incorporation of the existing Evangeline Thruway one-way couplet into the freeway frontage road system;
5) A slip-ramp Urban Diamond interchange at Willow Street, with “crossunder” connections under the elevated structure at Castille Avenue/Martin Luther King Drive and Donlon Avenue/Walmart Drive;
6) A higher than conventional vertical clearance (22 feet) along the downtown core area along the Sterling Grove neighborhood (which is a designated Historical District) in order to mitigate the visual impact on the district and surrounding neighborhood; and
7) A brief “dip” of fill section between Johnston and Jefferson streets to accommodate the downtown interchanges.

Due to the strong feedback by local officials who wanted major changes in the design, as well as providing for the changes in the environment and the general area since the 2003 ROD was issued; the Concept Refinement Process was initialized in January 2015 for the purpose of proposing changes and modifications to the design. The resulting three tiered process ended up producing first 19 alternative concepts and 6 series concepts for the central downtown core section, and 25 Potential Design Modifications throughout the corridor (Tier 1); which was reduced down to 4 proposed alignments using 2 series (Elevated and Partially Depressed, the latter split into Open Trench and Cut-and-Cover Tunnel suboptions). Further analysis during Tier II eliminated the Series 6 Partially Depressed option (much to the chagrin of many locals); and reduced the concepts down to two finalists:

Elevated with the existing Evangeline Thruway remaining in couplet form;

and

Elevated with the Thruway converted into a Grand Boulevard on its southbound ROW and the northbound ROW reverted into a local street.

Further analysis was undertaken involving local arterial street access and connectivity underneath the mainline Connector facility, revisions to avoid encroaching upon the LFT Runway 11-29 glide flight path made necessary by the revoking of the proposed displacement, and means to avoid further impacts to the Freetown-Port Rico neighborhood, which itself became a Historical District in 2015.

These new refinement alternatives and subalternatives reflect the consensus of the stakeholders and community in balancing the need for the Connector to handle the traffic logjam on the current Evangeline Thruway with the desire to maintain and improve connectivity and improve asthetics; and also upgrade multimodal access to include pedestrians and bicyclists.

The Base Refinement Alternative is shown below in full:

Proposed Base Refinement Alternative for I-49 Lafayette Connector freeway, reflecting the refinements and revisions developed through the tiered Concept Refinement Process.

The hatched blue segment at the southern end of the project reflects improvements that will be incorporated into the related US 90 interchange with Verot School Road; which will be designed and constructed separately from the Connector.

The primary features of the Base Refined Alternative are defined below.

1) The interchange with Kaliste Saloom Road is reduced in scope and design to a 2-level elevated Diverging T, where the cross movements meet at grade rather than are grade separated. This allows for a less expensive and visually less intrusive design, and also allows for adjusting the local connection roads between Kaliste Saloom Rd. and Hugh Walls Rd. to avoid encroaching a recently built motel and the Walls Estate property.

Revised Kaliste Saloom Road interchange under 2017 Base Refinement Alternative. Blue hatched segments are associated with the proposed US 90/Future I-49 South interchange with Verot School Road, which is a separate project.

2)  The University Avenue/Surrey Street interchange is moderately redesigned by depressing University/Surrey below its existing level by a maximum of 15 feet, adjusting the level of the frontage road system to connect with the lowered University/Surrey ROW, and reducing the vertical profile of the Connector mainline overpass of University/Surrey so that the current glide path for Runway 11-29 at LFT is not encroached. Pumping would be required during rainfall events at the University/Surrey underpass due to the proximity of the Vermilion River crossings of University and the Connector/Evangeline Thruway mainline/frontage system, and retaining walls will probably be necessary to accommodate businesses currently along the existing intersection.

Base Refinement Alternative showing revisions for the University Avenue/Surrey Street interchange.

3.)  The most significant change from the Tier II proposals is that the proposed connection ramps linking the Evangeline Thruway to the Connector are shifted completely out of the central core area. The north connection ramps I’ll get to shortly; but the south connection ramps, which formerly were placed to connect to the Thruway at Eleventh Street, have now been pushed well to the south to south of Pinhook Road. In addition, the ramps which would have been the north connection to University/Surrey have been shifted north to north of Pinhook Road, connecting with the Evangeline Thruway couplet system south of Taft Street.

The result: Pinhook Road now gets a full interchange with I-49.

Furthermore, the Pinhook Road intersection with the Thruway/Connector is improved by adding a displaced left turn segment from westbound Pinhook to southbound Evangeline Thruway, similar to what you would find in a continuous flow intersection. Adjustments and refinements are made to the local street system to accommodate these revisions; they have been tweaked a bit from the original proposals brought out in the September CSS meetings for improved local access.

Base Refinement Alternative design for the Pinhook Road interchange. The insert shows the Reduced Phase/Diverging Left Turn movement proposed for the intersection of Pinhook with the Evangeline Thruway. (Source: Lafayette Connector website)

4) The shifting of the downtown connection ramps out of the central core segment of the Connector greatly simplifies the design of the mainline; it simply “floats” on elevated structure through the corridor. The “tangent” section that straightens the ROW between Johnston Street and Jefferson Street away from the originally proposed sweeping curve is officially incorporated in the Base Refinement Alternative; as well as the realignment of the northbound Evangeline Thruway from Jefferson to Bellot Drive in order to shift it further away from the St. Genevieve Catholic Church and the Sterling Grove Historical District. The removal of the north connection ramps, originally proposed to connect to the Thruway north of Second Street, means that Simcoe Street and Mudd Avenue are no longer severed and can run continuous under the Connector ROW. Indeed, the current proposal basically keeps the status quo of the downtown street grid intact, save for the adjustments to the northbound Thruway.

Base Refinement Alternative Downtown core section. Inserts are the Subalternative (E-1 and M-1) modifications.

5) The Base Refinement Alternative includes the conversion of the Evangeline Thruway between Taft and Simcoe Streets into an urbanized Grand Boulevard centered on the southbound Thruway ROW. The current northbound Thruway in that section, and in the section orphaned through the realignment adjacent to Sterling Grove (Jefferson to Bellot), would revert to a local two-way street within the neighborhood street grid. As an alternative option, Subalternative E-1 is offered which would avoid the Grand Boulevard design and simply retain and improve the existing Thruway couplet, save for the northbound Thruway realignment from Jefferson to Bellot.

SubAlternative E-1, which would retain the existing Evangeline Thruway couplet.

In addition, due to the desire from locals (particularly the Evangeline Thruway Redevelopment Team, through their Evangeline Corridor Initiative) to relieve the impact of the Connector structure and enhance connectivity and multimodal opportunities, another subalternative design was added for consideration. SubAlternative M-1 would raise the height of the Connector mainline structures to allow for an additional bump-up in vertical clearance in the downtown core area. The base condition would be 22 feet (as mandated in the 2003 ROD as part of the mitigation plan for the Sterling Grove Historical District); M-1 would raise that level up to 30 feet throughout the downtown area.

SubAlternative M-1, providing for a 30 foot vertical clearance in the downtown area.

6) The segment north of downtown between the Louisiana & Delta Railroad Breaux Bridge Spur and I-10 also underwent some major changes between Tier II and Tier III. In particular, LCP had to resolve a beef from the ECI over the latter’s proposal for a North Gateway design keyed on a large circle interchange for Willow Street. The consultants ultimately rejected that design due to insufficent and incompatible traffic flow, and went with the conventional slip-ramp urban diamond design from the original 2003 ROD. However, they did make some modest concessions to the ECI regarding the two local “crossunder” connections bracketing the Willow Street interchange; and they also found an unique way of providing the north connection ramps to the central Downtown segment. The graphic below shows the results.

Base Refinement Alternative North Segment, including the Willow Street interchange and local "crossunder" roundabouts for local access.
Base Refinement Alternative North Segment, including the Willow Street interchange, braided north connection ramps for the Thruway, and local “crossunder” roundabouts for local access.

The design revisions that stand out are: the two “dogbone roundabouts” that are now added to negotiate access at the Donlon Avenue/Walmart Drive and Castille Avenue/Dr. Martin Luther King Drive crossover intersections with the Thruway; and the newly relocated connection ramps to the Thruway that are now braided with the south ramps to the Willow Street interchange. In order to fit the Donlon and Northside Walmart access roads to meet the new “bone ’bout,” new local connectors are built, and the existing 3/4 intersection with Donlon/WMT are modded into RIRO (right-in/right-out) intersections. In addition, portions of the existing two-way service road fronting the Thruway are eliminated south of Chappius Drive, which is now channeled along the remaining portion to Willow Street.

The north roundabout connecting MLK Drive and Castille with the service roads flanking the Thruway also got some modest tweaking in order to save some ROW space and better serve local access. The biggest change is the addition of a new local street that would run parallel to the Thruway between MLK and Willow that would link to a new tie-in to a truncated frontage road. This would simplify greatly the design of the Castille/MLK roundabout, since it serves as the transition between the beginning of the one-way frontage road network and the existing two-way service roads. (The crossover at Chalmette Drive that was originally scheduled to be the transition is now eliminated, giving more space for the elevated section of the Connector mainline to drop back to grade level for the I-10 interchange.)

A closer view of the Base Alternative design for the Willow Street Interchange and the two dogbone roundabouts.

It was all of these refinements that were introduced by the LCP and LADOTD teams: first to the Community Work Group on Wednesday, and then to the Technical Advisory Committee Thursday morning and the general public via the Public Meeting/Moderated Session Thursday night.

Public and stakeholder comment (both oral and written) was solicited at the Open House Public Meeting; feedback will be taken and recorded for official posterity up until November 1st. Then, if warranted, revisions to the E2E alternatives will be developed and presented to the CSS committees (CWG and TAC), and presented to the public through another Open House Public Meeting. Once feedback response to that is received, the Executive Committee will be activated to ingest all the reaction and select the final recommended alternatives. After that happens, the finalists  would undergo the detailed evaluations of an SEIS, the selection of a Supplemental Preferred Alternative for approval from the Acadiana MPO and Lafayette Consolidated Government, the production and release of the Draft SEIS document for official review, the official Draft SEIS Public Hearing for public review, the development of the Final SEIS document with the selection of the winning Supplemental Selected Alternative for final approval, and the Supplemental Record of Decision for the SSA that would then head back into the originally planned CSS Corridor Functional Design Plan process to develop the detailed design specifics.

And then the real process of finding funding for the project begins.

That is, unless the Sierra Club and the Concerned Citizens group decide to take another legal shot at derailing the project. Based on the continuing howls of Connector opponents like Michael Waldon, who runs the anti-Connector blog Connector Comments, that’s pretty much a guaranteed deal. Waldon attended Wednesday’s CSS meeting, and submitted comments restating his opposition based on the concerns about: how the Connector would threaten to pollute the Chicot Aquifer by unleashing the poisons of the former Southern Pacific Railroad classification yard through digging of pilings; how the elevated freeway would blast noise into the surrounding neighborhoods such that expensive sound walls would be necessary; and how elevated freeways in general are such the devil that cities are demolishing them in droves to make way for beautiful surface boulevards more appropriate for local development. And, of course, to push for the Teche Ridge Bypass through St. Martin Parish as a much more friendly alternative. Considering the progress that LADOTD is getting on completing the rest of I-49 South/freeway US 90 through Lafayette Parish, including the now under construction Albertsons’ Parkway interchange and the proposed interchanges at South Ambassador Caffery Parkway, Youngsville Highway, and Verot School Road, however, it may be a bit too little, too late for that.

Another (or related) alternative suggested by Connector opponents is to simply build the Grand Boulevard segment of the Evangeline Thruway right now as a standalone project, while fully obstructing in every way progress in building the Connector freeway. Strangely enough, some proponents of the Connector are also warming to the idea of a standalone Grand Boulevard-ization of the Thruway; the Lafayette City-Parish Consolidated Government and the ETRT just reached an agreement to make a push to apply for another US Department of Transportation TIGER grant (the same process that landed them funds for what became the ECI) to design and build the Grand Boulevard section as a interim stepping stone until the Connector gets funding. Whether this is real or simply a push to get LADOTD to drop in some more funding for the additional enhancements (Signature Bridge, bike/ped paths, hardscaping, Complete Streets, higher clearance) remains to be seen.

As always, watch this space for further updates.

A New Connector Update: Revised Designs Released For Proposed Tier III/SEIS Alternatives; Final End-to-End Alternatives Forthcoming

After nearly 2 months of analysis and tweaking of design, the I-49 Lafayette Connector freeway project is beginning to finally take its ultimate form. But, not without the usual controversies.

Last week, two of the I-49 Connector CSS committees (Community Work Group and Technical Advisory Committee) held meetings where the consultant group overseeing the design of the project (Lafayette Connector Partners) in conjunction with the LADOTD and FHWA) revealed some revisions they made to the original design approved in 2003. Earlier in July, they had revealed a major tweak to the proposed interchange between the Connector and Kaliste Saloom Road; this time, they covered the remaining segments of the project all the way to just short of Interstate 10.

The design changes are meant to move towards analysis of two finalist “End-to-End Alternatives” that will undergo the final evaluation of a Supplemental Environmental Impact Statement (SEIS) study in order to produce a Supplemental Selected Alternative for final approval by FHWA and LADOTD. The original approved alternative from the 2003 Record of Decision generated from the October 2002 Final EIS will also be analyzed, but only as a control for comparison purposes with the other two alternatives.

The tweaks for the Kaliste Saloom Road interchange were already covered in my previous post; we’ll start from there northward.

 

University Avenue/Surrey Street/Pinhook Road

In the original concept approved in the 2003 ROD, the mainline Connector freeway would have a direct interchange with University Avenue/Surrey Street in order to provide access to Lafayette Regional Airport. A conflict with the overpass over University/Surrey cutting into the flight path of Runway 11-29 would be resolved by displacing the runway 350 further down, through extending it at its eastern end; thus allowing the overpass to be built to normal vertical clearances. Frontage roads paralleling the existing mainline Evangeline Thuway south of Pinhook Road would provide local access, while the mainline would be converted to freeway standards. The frontage roads would then transition to the existing Evangeline Thruway one-way couplet. No interchange would be built at Pinhook due to the proximity of University/Surrey nearby.

Original 2003 ROD concept of I-49 Connector freeway in Lafayette from University Avenue/Surrey Street to north of Fourteenth Street/Taft Street. (via Lafayette Connector website)

You will notice how the southbound Thruway frontage road brushes through the periphery of the newly created Freetown-Port Rico Historic District, which was established after the initial ROD was finalized. Also, this concept assumed a full interchange at Johnston Street (just beyond the scope of this segment).

Because of the desires of the local community to eliminate the Johnston Street interchange and open up more connectivity for both the Freetown and the neighboring McComb-Veazey neighborhoods, the initial Tier I and II studies focused on switching access between the Connector and downtown Lafayette to “connection ramps” using the existing Evangeline Thruway. In the proposed concept that came out of the Tier II studies, the connection ramps from/to the south would hook up with the Thruway at Eleventh Street, and the southbound frontage road would be realigned to remove any direct impacts on homes in the FTPR District.

Concept 4.2 from Tier II Study, with emphasis on south connection ramps between mainline Connector and Evangeline Thruway at Eleventh Street. (via Lafayette Connector website)

Apparently, though, that still created too much of an issue with the houses fronting the Thruway within Freetown, because what the consultants ended up with for their ultimate revision became radically different from what came before.

 

 

Revised design for I-49 Lafayette Connector freeway between University/Surrey and Taft, featuring new interchange with Pinhook Road.

The “interchange” with Pinhook Road is created by shifting the south connection ramps to/from the Evangeline Thruway to south of Pinhook as “slip ramps”, and moving the north off/on ramps that would have served University/Surrey north of Pinhook and over Taft Street.

The other radical revision is that the Pinhook intersection with the Thruway is converted to a “reduced phase” intersection, where the left turn movement from northbound/westbound Pinhook to southbound Evangeline Thruway/I-49 is segregated further out from the actual intersection. Because of that, some side streets that connected to Pinhook would have to be revised or even cut off, and access to some businesses fronting the Pinhook/Evangeline Thruway intersection would be constrained or have to be revised. Chag Street, for example, would have to end in a cul-de-sac rather than intersecting with Pinhook; and other streets would have to have their access to Pinhook altered.

The other major change shown here is that University Avenue/Surrey Street is now depressed in order to lower the profile of the Connector overpass located therein; this removes the conflict with LFT’s Runway 11-29. (The displacement that would have been used for the Connector freeway was overridden by a mandate from the Federal Aviation Administration for Emergency Materials Arrestor Systems (EMAS) extensions for runways to protect aircraft from overruns.)

Another minor adjustment is the addition of a local extension of Drain Street paralleling the southbound Thruway roadway to serve houses in Freetown fronting the Thruway. This is neccessary due to control of access standards caused by the ramp serving the new Pinhook “interchange”, and mitigating the impacts to the FTPRHD.

 

Downtown Core Area (Taft Street to L&DRR Rail Spur)

This is the segment that has generated the most controversy and debate, and has effected the greatest design variations.

First, the original concept from 2003:

 

Original 2003 ROD design of Connector freeway in central downtown Lafayette.

Two standalone direct interchanges (with adjacent railroad underpasses) with Johnston Street and the Second Street/Third Street couplet to serve downtown; the Thruway remaining in its present couplet form; Simcoe Street and Jefferson Boulevard depressed to maintain connectivity underneath the elevated freeway, and the northbound Thruway realigned from Jefferson northward away from the Sterling Grove Historic District. A decent and acceptable concept, right?

Not for the locals in Lafayette, it wasn’t. They didn’t like the loss of possible property from the two interchanges for development, nor the lost opportunities for reconnecting downtown with the surrounding neighborhoods. The section of at-grade mainline between the elevated segments didn’t satisfy them, either.

It was these objections that motivated the Evangeline Thruway Redevelopment Team — the organization launched by local city government to mitigate the overall impacts of the Connector — to promote their alternative designs. In the end, their Evangeline Corridor Initiative group produced two concepts: an Elevated Mainline with a Signature Bridge, and a Partially Depressed and Covered Mainline featuring a “cut-and-cover” section paralleling the Thruway and the BNSF/Union Pacific main rail line. The latter option was studied and refined by the LCP, but ultimately was rejected due to costs and drainage issues.

Partially Depressed and Covered Mainline concept for I-49 Connector as proposed by the Evangeline Thruway Redevelopment Team (ETRT) via their Evangeline Corridor Initiative (ECI).
Elevated with Signature Bridge concept proposed by ETRT/ECI.
Elevated with Evangeline Thruway Couplet (Concept 4.1) proposed by LADOTD/LCP via Tier II Process.
Elevated with Evangeline Thruway as Grand Boulevard (Concept 4.2) introduced by LADOTD/LCP after Tier II analysis.

The most significant alterations were done near Sterling Grove and the St. Genevieve Catholic Church; where proposals for severing access to the Sterling Grove Historical district from the Evangeline Thruway/frontage road system, as well as shift access from Simcoe Street to the Second/Third couplet were met with strong opposition due to disconnecting Sterling Grove from the west. The north “connection ramps” to the Thruway also had a potential visual impact to the St. Genevieve Church. Shifting the north connection ramps to north of Mudd Avenue was an option, but that got opposition from Sterling Grove HD residents fearing that that would send heavy traffic through their district.

In the end, apparently, LADOTD threw their hands up and said, OK…you get what you want, here’s nothing. This is what they came up with finally.

 

Revised design for Connector freeway in downtown Lafayette core, circa September 2017.

Essentially, the Connector just floats over the existing status quo downtown. No exits or entrances until you get to the Pinhook/University/Surrey southbound or the Willow Street interchange northbound. No adjustments to the existing Thruway (the Grand Boulevard option notwithstanding, although there is another option not shown here where the Thruway uses the existing couplet, with a realignment to the west from Jefferson Street northward on the northbound roadway to get some distance away from Sterling Grove).

So, with all that, how does traffic entering southbound access the Thruway and downtown? Don’t worry….they planned for that.

 

Rail Spur to I-10 (Including Donlon Avenue/Northside Walmart Connection, Willow Street Interchange, and Castille Avenue/MLK Drive Connection)

First, let’s take a look at the 2003 ROD schematics:

 

 

Original 2003 ROD design for I-49 Connector from the rail spur to I-10, including the Willow Street Interchange.

Under the original design, the elevated mainline would be extended above Donlon Avenue, Willow Street, and the crossovers at Castille Avenue/Martin Luther King Drive and Chalmette Drive before finally lowering at-grade to terminate just before the I-10/I-49 interchange. Full intersections would be built to replace the 3/4th intersections at Donlon Avenue/Walmart Drive, Castille/MLK, and Chalmette; the latter would be where the one-way frontage road network would end an transition into the existing two-way local frontage road network. Slip ramps would provide access between the freeway and the one-way frontage roads/Thruway couplet at Willow Street.

The ETRT, however, had far different plans for this segment. In May of 2016, using the resources of the ECI, they came out with a far-reaching and radical plan for transforming this segment into an attractive “gateway” entrance for Lafayette. The keystone of their proposal was a “grand circle” interchange for Willow Street where the Connector off/on ramps and the frontage roads would all come forth to a large circular roadway, with an arch-type building straddling the Connector mainline in the center of the circle. Smaller circle intersections would have been used for the Donlon/Walmart and Castille/MLK crossovers. A prototype design of what the ETRT/ECI proposed is below.

North Lafayette Gateway utilizing a Willow Street Circle Interchange, proposed by Evangeline Corridor Initiative.
Another view of the North Lafayette Gateway Arch design for the Willow Street Interchange, as proposed by the ECI.

Alas, their forward thinking design was ultimately rejected by LADOTD, again citing both costs and traffic design criteria. (This would create more of the friction that always seemed to exist between the ETRT and the consultants, as we will explore in a future post.)

During the Tier II analysis, some of the LADOTD engineers did float the idea of using a “dogbone roundabout” design for Willow Street. Basically, a dogbone roundabout connects two circles together with the cross streets in the shape of a dog’s bone, so that traffic between the ramps and the cross streets can mesh together without the need for signalization. The heavy amount of traffic using Willow Street and the Thruway, though, mitigated against that design.

In the end, the consultants reverted back to the original design of a regulation slip-ramp diamond interchange for Willow Street. However, that didn’t mean they weren’t capable of thinking outside the box. Behold, the result:

Revised design for the I-49 Connector freeway from the L&DRR rail spur to I-10.

Right away, you can see the radical changes they did:

1)  The Castille Avenue/MLK Drive crossover is now a dogbone roundabout, with transitions to the one-way frontage road network and the existing two-way frontage roads along the Thruway, which are now retained for local access.

2) A new roundabout structure is now built just south of the Donlon Avenue/Walmart Drive crossover, allowing for direct access to the “Northside” Walmart store parking lot and Donlon via a connecting road. The existing Donlon/Walmart connection is converted into a RIRO (Right In Right Out Only) intersection with the Thruway frontage road.

3) The two-way frontage road on the east side of the Thruway is now directly connected to Chappius Street, but not to the northbound frontage road.

4) New north connection ramps are now introduced for access to the Thruway/Connector between Willow and the rail spur; braided with the south Willow exits, and meeting the south roundabout. This replaces the north connection ramps originally planned for Mudd Avenue/Second Street in the Tier II analysis, and effectively replaces the Second/Third and Johnston interchanges for downtown access in the 2003 ROD.

5) Finally, the Chalmette Drive crossover is eliminated, since the MLK/Castille roundabout will serve as the crossing to the other side of the freeway. This shortens the elevated section, saving money and also adding a longer lag for the I-10 exits/entrances.

Overall Impressions of Revisions

For the most parts, these revisions reflect LADOTD’s goals of getting the Connector built at the least cost, while balancing local concerns with the basic need to get this project designed as soon as possible. It certainly won’t flip any of the Teche Ridge Bypass advocates, who’d oppose any design going through downtown for any reason; and the frustration from some local groups and the ETRT from many of their ideas being rejected is palpable, but in a project as huge as this, you can’t please everyone.

The next milestone for the project should take place next month, when the End-to-End Alternative finalists will be introduced; first to the CSS Committees, and then to the public though a Public Meeting. They will then be vetted through public comment, revised for a Second Public Meeting, vetted again, and then the final three alternatives (2 Supplemental Alternatives and the 2003 ROD Alternative) will get a final vetting under the SEIS for selection of a Locally Preferred Supplemental Alternative by Lafayette Consolidated Government and the Acadiana MPO. Then, the Draft SEIS will be prepared and distributed for appropriate comments by the proper authoritiess; an official SEIS Public Hearing will be held for public comments on the Draft SEIS; and the Supplemental Selected Alternative will be finalized and approved through the Final SEIS and Supplemantal Record of Decision. After that, the SSA will be used to determine the final CSS design concepts; and, pending funding sources are found, the Connector will finally be built.

That is, pending the second round of lawsuits to negotiate through…

Finally, A Fresh Connector Update: Tier III Studies Now Underway; LFT Airport Runway Issues Resolved; New Design For University/Surrey & Kaliste Saloom Interchanges, And More

Well..after three months of what seemed to be inaction, the I-49 Connector Concept Refinement Process/Supplemental Environmental Impact Statement/CSS Design processes seem to be back in action now.

On Wednesday and Thursday, two of the Connector CSS Committees – Community Work Group on Wednesday and Technical Advisory Committee on Thursday – had their first meetings in three months to get an update from the Lafayette Connector Partners consultant team on progress with the project. In case you have missed it, the LCP team recently got their contract extended for another 2-1/2 years in order to complete the Supplemental EIS and produce a new revised alternative to the freeway design approved in 2003.

The main points that came across from the meetings can be summarized below.

First, some major design tweaking was finalized on the southern section near Lafayette Regional Airport, in response to some major issues that had to be resolved.

The original concept passed by the 2003 ROD assumed that one of the LFT runways (Runway 11-29) would have to be displaced by 350 feet to allow for a regulation design for the University Avenue/Surrey Street overpass of the Connector mainline to avoid violating that runway’s flight path. In October of last year, however, the Federal Aviation Administration (FAA) imposed new rules requiring airports to install Emergency Materials Arrestor Systems (EMAS) runway extensions to prevent overruns of aircraft; this would have potentially added an additional 300 feet of runway extension to the already planned 350 feet displacement that would have been required for the Connector freeway.

Given that such an addition would have required taking far more wetlands than would have been proposed, the FHWA and the LCP was forced to reassess the design for the University/Surrey interchange and develop alternatives that would not require the runway displacement. This is required because Section 404 regulations are pretty tough on displacing wetlands.

The alternatives discussed included:

— Lowering the profile of the Connector freeway overpass over University/Surrey so that the existing flight path (without the 350′ runway displacement) would be retained. This would be accompanied by lowering the grade of University/Surrey to allow standard vertical clearance below the underpass.

— Shifting the design of the University/Surrey interchange so that University/Surrey would pass over the Connector freeway on a partially elevated structure, while the Connector mainline would be partially depressed to cross underneath University/Surrey.

— Shifting the alignment of University/Surrey sightly to the north to move the interchange further away from the glide path of Runway 11-29. This would, however, come with some major issues of taking land from Beaver Park, which is a Section 4(f) property, and potentially taking access from a boat launching facility for Beaver Lake, which would be a potential Section 6(f) violation. Both 4(f) and 6(f) regulations require that alternatives be taken to prevent taking of protected resources.

Ultimately, it was decided that the best and most cost efficient course was Option #1: reduce the profile of the Connector overpass and lower University/Surrey. This effectively removes the risk to Runway 11-29’s glide path and allows for the EMAS extensions to be implemented.

Another significant change was the revision of the design for the proposed Kaliste Saloom Road interchange. The original design approved by the 2003 ROD called for a 3-way fully directional interchange with flyover ramps over the Connector mainline and BNSF/UP railroad mainline. The highest ramp (from northbound Kaliste Saloom to the northbound frontage road and northbound Connector mainline) would be up to 40 feet high. Here’s an illustration graphic of the original proposal (from the presentation given at the latest meetings, via the Lafayette Connector website):

Also notice how the original design had the southbound frontage road wrap around the back of the Acadiana Dodge car dealership, and how the original ramps and access road connecting Kaliste Saloom Road and Hugh Wallis Road conflict with a hotel establishment that was recently built.

In its place, the LCP design team created an interesting alternative design which reduced both the ROW required and the height of the interchange. The flyover ramps are replaced by a single structure where the left turning movements (from east bound Kaliste Saloom Road to northbound Evangeline Thruway/I-49 and from northbound I-49 frontage road to westbound Kaliste Saloom) meet and cross each other at grade, similar to a Single Point interchange. In addition, the connecting access road between Kaliste Saloom and Hugh Wallis is shifted south to parallel the new Kaliste Saloom overpass structure, and split into two roadways which connect to Kaliste Saloom Rd. via RIRO (Right-In-Right-Out) connections just east of the Episcopal School of Acadiana entrance.

The new design also shifts the southbound frontage road to flank the Connector mainline, passing in front of Acadiana Dodge rather than behind it. There was some concern that such a design would require taking the showroom of the dealership, but apparently that has been resolved.

In addition to these changes, the LCP team also addressed which Potential Design Modifications (PDMs) would advance into the Tier III process. The page below lists all the PDMs considered. The ones highlighted in black are the ones that advanced into Tier III and will be incorporated into the End-to-End Alternatives to be studied in the SEIS; the red highlighted ones are those that were totally rejected; and the blue highlighted ones were to be further negotiated and discussed.

The most striking aspect about this list is that the blue highlighted PDMs that remain to be resolved all have to do with enhancements desired by Lafayette Consolidated Government to mitigate the impact of the Connector through the central core of Lafayette, but which by law the Federal and state government couldn’t fund directly as part of the project. This means that if LCG wants to have a signature bridge or pedestrian walkways or a higher clearance for the elevated structures, they would have to find the revenue to pay for it. That may be a significant sticking point, considering the paucity of funding and the general attitude against taxation.

Another real sticking point comes around the rejection of PDM #23-7, a proposed “dogbone roundabout” design for the Willow Street interchange.  The Evangeline Corridor Initiative, a project of the Evangeline Thruway Redevelopment Team that was paid for by a Federal TIGER Grant, had proposed a different interchange design for Willow: a large rotary circle interchange in which an arch-like structure would straddle the elevated mainline to serve as a gateway for North Lafayette.

The LCP design team, though, had blown off the ECI’s proposal in favor of studying the “dogbone roundabout” design, which they have developed and implemented in other areas. Their traffic studies found that such a design would not work for Willow Street due to heavy turning volumes between Willow Street and the Evangeline Thruway/Connector, and pretty much recommended the original “slip ramp” diamond interchange design approved by the 2003 ROD.

Obviously, representatives of the ECI were not too happy, as seen in this snippage of coverage of the meetings from the Lafayette Advertiser:

Kevin Blanchard, who sits on the Evangeline Thruway Redevelopment Team working for the city to improve the Evangeline Thruway area in conjunction with the I-49 project, was surprised to learn the ETRT’s plan for a rotary circle with signature feature at Willow Street has been scrapped by the I-49 planners.

The I-49 Connector will be elevated as it crosses Willow Street, a gateway into the city. Blanchard said the ETRT team proposed a large rotary circle with a gateway feature such as an arch that would add value to the urban space.

Blanchard asked for a comparison of traffic volumes expected in a roundabout versus a rotary circle.

“We’re talked in this process about partnering with locals,” he said. “Let’s look at what was proposed locally, which was not a roundabout. It is one of the priorities of the ETRT.”

This isn’t the first time that the ETRT has clashed directly with the Connector planners; it took the ECI to force the LCP and LADOTD to even consider the Partially Depressed/Cut and Cover options for Tier II, only to have it removed from further consideration with great consternation in Feburary.

The next steps for the LCP will be to finalize and introduce to the public the End-to-End Alternatives, that will then be refined and reduced to two finalist Supplemental Alternatives, which will then be fully vetted through the Supplemental EIS process. The original 2003 EIS/ROD Selected Alternative will also be included, but only as a control for comparison to the others. It’s assumed that a Supplemental Preferred Alternative would be presented prior to the release of the Draft SEIS, probably by spring of next year, with a Final SEIS/Supplemental ROD approved by fall of 2018, and the remainder of the Corridor Functional Plan process involving finalization of the CSS design elements finished by October of 2019.

Unless, of course, the Sierra Club and Citizens for Good Government decide to intervene with their inevitable lawsuit challenging the SEIS/SROD for threatening the Chicot Aquifer and pushing for their favored Teche Ridge Bypass.

As always, I’ll break in this space here with any further developments.

May 2017 Update: Contract For Connector Studies Extended Until October 2019 To Complete Supplemental EIS, Select New Alternative

An interesting turn of events has occured this past two months concerning the I-49 Lafayette Connector freeway studies.

The Lafayette Independent recently obtained via the Freedom of Information Act inquiry a copy of a new Supplemental Agreement that was signed by both the Louisiana Department of Transportation and Development and the lead consultant agency Stantec for the project. This new agreement extends the existing contract for engineering and environmental study and the Conceptual Design and Context Sensitive Solutions (CSS) processes from its current termination of June 2017 to October 2019.

A copy of the Supplemental Agreement and its associated appendices is below (via Scribd.com):

The 28 month extension is essentially to allow for a full process of initializing, developing, and completing a Supplemental Environmental Impact Statement (SEIS), which the Federal Highway Administration (FHWA) had deemed to be necessary due to the substantial changes in the environment in Lafayette surrounding the project, as well as the design modifications sought by local Lafayette stakeholders and the public.

According to the terms of the Supplemental Agreement, LADOTD, FHWA, the Connector consulting crew (organized under the label Lafayette Connector Partners (LCP)), and the Lafayette City-Parish Consolidated Government (LCG), will coordinate and organize new studies, analysis, and public interaction using the same 3-tier evaluation approach as used under the current Concept Refinement Process (CRP). That process was launched in January of 2016 due to the desire of stakeholders in Lafayette to modify the design of the alternative approved in the original 2003 Final EIS/Record of Decision in order to mitigate the footprint along the neighborhoods directly affected.

Originally, the CRP had produced an initial group of 19 Conceptual Design Alternatives (CDAs) utilizing 6 design concepts for the central section of the Connector freeway between Pinhook Road and the Louisiana & Delta Railroad spur rail line; complemented by 25 spot Potential Design Modifications (PDMs) along the entire length of the corridor from just south of Lafayette Regional Airport to just south of the I-49/I-10 interchange. This was analyzed under the Tier I evaluations, and reduced to 4 concept alternatives (2 “Series 4” elevated;  2 “Series 6” partially depressed), which along with the PDMs were further vetted through the Tier II analysis.

Under the newly refined process under this extended agreement, the remaining Tier II analysis would be finalized and six “hybrid” or “End-to-End” alternatives would be produced to advance into the Tier III more detailed environmental evaluation and to begin the SEIS process. This would result in two finalist Supplemental Alternatives which would undergo the full SEIS process vetting for environmental impacts. The original approved 2003 ROD alternative would also be included, but only as a control for comparison purposes.

A Supplemental Preferred Alternative would then be produced which would be sent first to LCG (via the City-Parish Council) and the Acadiana Metropolitan Planning Organization (Acadiana MPO) for review and ratification, and then presented in the Draft SEIS for review by the FHWA, relevant federal, state, and local agencies, and ultimately public comment via an official Public Hearing. Based on the feedback, a Final SEIS presenting the Selected Supplemental Alternative would be produced and reviewed, leading to a Supplemental ROD stating final approval. Then the original CSS/Conceptual Study scope would kick back in for detailed design features and developing the Complete Functional Plan for elements within and surrounding the corridor.

There are some very interesting aspects to be found in this modified process, and the agreement does reveal some new information not made public before.

The recent induction of the Freetown-Port Rico neighborhood as a Historical District has forced some minor alteration of design for a segment of the freeway near Pinhook Road, where the southbound Evangeline Thruway roadway serves as the boundary for the newly formed district. Some homes facing the southbound Thruway from Fifteenth to Pinhook along the FTPRHD would possibly be adversely impacted by the proximity of the elevated structure or control of access requirements, which would prompt a flag under Section 4(f) protocols.

Another more major conflict occurs at the proposed interchange with University Avenue and Surrey Street near the Lafayette Regional Airport (LFT). The original interchange design for the 2003 ROD approved alternative was based on a 350 foot displacement of a runway at LFT in order for the glide path approach to successfully clear the vertical height for the elevated overpass over University/Surrey. However, in 2016, the Federal Aviation Administration imposed new rules for airports requiring additional runway extension space for incorporating EMAS (Engineered Materials Arrest Systems) to prevent runway overruns. This added an additional 300 feet to the proposed 350 foot extension, which would cause a much more serious impact to wetland areas and Bayou Tortue. Therefore, new alternatives for the University interchange that would not require the runway displacement had to be developed, creating new issues and opportunities. A new proposal that would realign the University/Surrey interchange slightly northward to avoid impacting the glide path introduces 4(f) takings of Beaver Park near Beaver Lake, and could potentially flag 6(f) takings of a boat access ramp serving Beaver Lake. A University/Surrey overpass of a partially depressed I-49 mainline is also under consideration.

A third conflict that has developed involves the Kaliste Saloom Road interchange just south of the airport; a hotel was built on Hugh Wallis Road near the Walls Estate property that would affect the geometry of the on-ramp from the Connector southbound to Kaliste Saloom Road, as well as a local connector road that would replace the at-grade connection betweet Kaliste Saloom and Hugh Wallis.  Adjustments to the ramps would have to be made; and possibly even alterations to the design of the directional interchange.

The most significant issue to date, however, is the Connector’s crossing of the site that was formerly the old classification and maintenance yard for Southern Pacific Railroad. That site has been the target of litigation for allegedly being a hazardous waste producer that has contaminated both the soil and potentially the drinking water supply through the Chicot Aquifer, which runs nearly 40 to 60 feet under the city. Environmental Assessments have been done for the rail yard site, and further evaluation for remediation and cleanup will be done as part of the SEIS; nevertheless, it has become the main flash point for those who oppose the project in its entirity. On the other side of the debate, the Evangeline Corridor Initiative (ECI) has also targeted the site for future development upon cleanup as a means of reconnecting the Freetown-Port Rico and McComb-Veazey neighborhoods, through additional cross streets underneath the Connector freeway. That would also require shifting the south connection ramps linking the Connector mainline to the Thruway, currently proposed at Eleventh Street, to be shifted further southward or eliminated altogether.

The original issue of how the Connector would impact the adjacent Sterling Grove Historical District as it crosses just near downtown is still very much involved. The most recent proposals would shift the northbound Evangeline Thruway roadway further west away from the perimeter of Sterling Grove and St. Genevieve Catholic Church/School, but would also sever Mudd Avenue east of the Thruway and Simcoe Street by diverting its traffic onto the Second/Third Streets couplet and Chestnut Street. (The latter would allow for connection slip ramps to be built to link the Connector mainline to the Thruway frontage system at Second Street.) The ECI and locals would prefer to keep Simcoe and Mudd open and continuous, and shift the north connection ramps to just north of Mudd Avenue.

Finally, there is the north section from the L&DRR to I-10, where the ECI has developed an ambitious and striking plan to convert the corridor into a “gateway” for travelers coming into Lafayette. The original plan under the 2003 ROD was for the Thruway to evolve into a parallel frontage road system, with slip ramps connecting the mainline with the frontage roads making up the Willow Street interchange for local access. The ECI’s proposal, however, would replace that with a large traffic circle interchange, where Willow Street, the frontage roads, and the freeway ramps would integrate with each other using the super “roundabout”. (The image at the top of the home page of this blog illustrates the ECI’s “North Gateway” proposal.) Smaller circles tying into the Willow Circle would be developed at the intersection where the frontage roads meet Martin Luther King Drive/Castille Avenue and the intersection of the frontage roads with Donlon Avenue/the access road to the Lafayette Northside Walmart Supercenter store (“Walmart Drive”). For its worth, the LADOTD has proposed its own counter design for the Willow interchange, based on their “dogbone roundabout” design. Analysis and a final decision on design will be part of the SEIS/CFP process.

Other processes that would have to be resolved and finalized under the new SEIS process are as follows: Updating the Section 106 Historical Resources analysis and issuing a revised Memorandum of Agreement for mitigation plans for Sterling Grove and Freetown-Port Rico; revised and updated geometry to reflect increases in traffic counts; updated traffic modeling to compute traffic data for existing conditions, 2040 design year conditions both with and without the Connector built, and determining the scope of traffic modeling for the Thruway section downtown whether it remains a coupled or is converted into a “grand boulevard”; and adding additional public feedback, including two new SEIS Public Meetings and the official Draft SEIS Public Hearing.

The original three committee CSS approach (Community Work Group, Technical Advisory, and Executive) for vetting and approving elements of the process would continue under this new agreement.

All in all, everything has been basically pushed forward to hopefully streamline and improve the process. Let’s see what happens.

How Little Lies Grow Big (Or…Nope, The Connector Is NOT Going To Poison Lafayette’s Drinking Water)

My last post pretty much detailed the latest attempt by opponents of the Connector freeway project to exploit legitimate concern over the former Southern Pacific rail yard and potential possible contamination of the Chicot Aquifer, which provides Lafayette’s drinking water.

Well…further investigation confirms my initial belief that this is more blown up hype than actual threat. I’m not saying that clean water isn’t important, just that the screams from Connector opponents using this as a wedge to divert the project away are not as justified as they think.

The trigger of all this was a presentation on April 3rd given by the main anti-Connector group Concerned Citizens for Good Government (CCGG). They were the official group that sponsored the lawsuit in 2003-2004 which attempted to void the Record of Decision (ROD) issued in Feburary of that year, citing deliberate distortion and underreporting of harms to the neighborhoods affected by the freeway project through Lafayette. That lawsuit was dismissed by District Judge Tucker Melancon in August of 2004; whence he ruled that the Louisiana Department of Transportation and Development (LADOTD) and the Federal Highway Administration (FHWA) had followed correctly all its guidelines and protocols in their approval processes concerning the Connector. The ruling was appealed to the US Fifth Circuit Court of Appeals, but was upheld.

The CCGG then went a bit dormant until last year, when the LADOTD, FHWA, and Lafayette Consolidated Government decided to revive the Connector design and engineering study process with their Conceptual Design/CSS Study and preparation of a Supplemental Environmental Impact Statement (SEIS). Reviving their opposition to the Connector project as destructive to the “heart of Lafayette”; the CCGG were backing as an alternative an eastern bypass through St. Martin Parish along the Teche-Coteau Ridge above, refered to as the Teche Ridge Bypass.

While the main opposition from the CCGG in the original lawsuit was due to the possible impacts on the Sterling Grove Historical District which lies just to the east of the Connector right-of-way; an increasing point of opposition has become the direct impact of the elevated freeway on the property formerly used by Southern Pacific Railroad up to the 1950’s for their major classification and maintenance rail yard. The Connector ROW would transverse through the former rail yard property, which stands between the current Evangeline Thruway and the existing main rail line now used by BNSF Railway and Union Pacific Railroad.

Map of old Southern Pacific rail yard in Lafayette, circa 1940’s.
Google Earth overview of former SP Rail Yard property boundary over existing Lafayette, with location of nearby Lafayette Utility System water wells. (From CCGG slideshow presentation)
Proposed Concept 4-2 (Elevated with Grand Boulevard) for I-49 Lafayette Connector freeway; showing relationship to former SP rail yard between Johnston and Taft streets. (from LafayetteConnector.com)

The concern of a major project such as the Connector affecting the drinking water of a major city is most certainly legitimate, and I’m most certainly not going to cast aspersions on those who do fear the worst. However, as has been the case for much of the main opponents of this project, further research shows that this concern has been blown up so far out of proportion into a scare campaign long on propaganda and rage, and short on actual facts. That is, when they don’t twist them to suit their agenda.

Some background here: a new lawsuit is now undergoing litigation that seeks to force the original owners of the Southern Pacific rail yard property, now UPRR, to pay the full costs of cleaning up the contamination of the site; and also seeks to force the federal EPA, state Department of Environmental Quality (LADEQ), and Lafayette Utility Services (LUS) to declare the site and all water wells drawing water from the vicinity to be declared hazardous areas to be cordoned off and removed. LUS is involved in this because the main legal counsel for the lawsuit, William Goodell, Jr., had a very public press conference last December where he revealed that some contamination had been found in some LUS water wells surrounding the rail yard site, including trace elements of benzene, arsenic, and other pollutants. It is only a mere coincidence that Goodell was surrounded at his presser by representatives of the Greater Lafayette Sierra Club and by “activist” Michael Waldon. It is also just coincidence that the Sierra Club has been the principal opponent to the Connector project, and that Waldon is passionately opposed to the project enough to have a whole blog dedicated to trashing…ahhh, I mean, opposing it.

[Update (4-21-17): Michael Waldon has posted a comment to this post clarifying that he is NOT a plaintiff in the Goddell lawsuit; the correction is noted here. Also, much gratitude to Mr. Waldon for his graciousness, even if we disagree on the fundamentals regarding the Connector project.)

Which brings us to that April 3rd CCGG meeting, where Goodell, Waldon, and other Connector opponents and eco-worriers expressed their shock and horror that such a project would threaten to poison the people of Lafayette.

As we shall see, though, it’s more hype than real.

Part of the meeting was a slideshow presentation by Mr. Waldon where he attempted to make the case as to why the Connector was a dire threat to Chicot Aquifer and the water supply of Lafayette. The full slideshow is available here (via Google Drive); the group has also posted a video of the full meeting on YouTube.

For the record, Mr. Waldon’s credentials for this debate rests on his experience as a former hydrologist for the US Fish & Wildlife Service and his degrees in Environmental Engineering; he also teached at the local university in Lafayette transitioning between USL (Univ. of Southwestern Louisiana) and UL(L) (Univ. of Louisiana (Lafayette)).

Waldon starts with a history of the SP rail yard; serving freight and passenger rail traffic between Houston and New Orleans from as far back as the 1880’s up until 1959, when SP built an updated classification yard west of Lafayette near Walker Road.  Strangely enough, he does not go into what happened with the property for the nearly 60 years after the rail yard was abandoned. In a previous post here, I filled in those blanks:

It should be noted, of course, that the SPRR railyard has been inoperationable since the 1950’s, and that the property has been very much inactive save for the Consolidated Companies (“Conco”) distribution warehouse located at the intersection of the southbound Evangeline Thruway and Taft Street. There were earlier lawsuits that sought to mitigate the cleanup of the site by having Union Pacific pay for the full costs, but they were settled privately out of court.

A full article with details of the etology of the Goodell lawsuit appears here.

The Conco distribution plant is the only remaining active parcel left on the rail yard property, save for a gas station located on Johnston Street between the BNSF/UP RR crossing and southbound Evangeline Thruway. The remainder of the property appears to be abandoned.

Waldon’s presentation then goes into a geological description of the Chicot Aquifer itself:

Description of Chicot Aquifer geology (from CCGG presentation)

If anything, this graph actually understates the protection that the current aquifer has underneath Lafayette, because the clay layer protecting the water-laden sand is actually pretty thick in itself (15 to 20 feet), below the 30-40 foot surface soil. Considering that pilings for the Connector’s elevated structures would be dug generally to a depth of 30 feet, that should insure that the clay protective layer would not even be touched, let alone penetrated to the extent that the aquifer would be breached. Detailed soil borings that are required during the design and preliminary engineering process now ongoing would verify a lot of things.

Indeed, even if it was possible that the aquifer could be even remotely breached, it’s not as if LADOTD engineers and consultants aren’t aware of the issue and don’t have procedures and protocols available. This is straight from the 2003 Record of Decision, concerning possible impact of the Connector on the Chicot Aquifer:

In addition to all that, a Level 2 Site Assessment is now ongoing explicitly for the former railyard site as part of the Supplemental EIS, and an understanding has been reached with LADOTD where any cleanup of that site will be paid for through billing the original owners…which would be UPRR. LADOTD would be responsible for any costs of cleanup involving excavation for the pilings and direct ROW impacts.

Nevertheless, this probably won’t prevent Waldon from pushing on with his real agenda of stopping the Connector, since he apparently knows more than even the LADEQ hydrologists about the harms done by evil elevated freeways.

Moving on…we skip to this board where MW lists the contaminants that have been verified and are suspected to be found in the soils of the rail yard.

List of known and suspected contaminants found at former SP railyard (from CCGG presentation)

Now, that list does include some very bad dudes indeed. Arsenic can kill you in one drop. Creosote, used as a preservative for rail ties, is very toxic. No one will say that a site loaded up with that much waste shouldn’t be cleaned up, especially with a major freeway going through it. If this was Times Beach-level contamination, the hype would be worth it.

Problem is, though, the actual evidence defuses the screams of a potential toxic nightmare.

Lafayette Utilities Systems (LUS) is the local agency that regulates the quality of Lafayette’s water supply, and they are stringently regulated by LADEQ and the EPA to enforce the highest quality water standards. To that effect they are required to give an annual report on the quality of Lafayette’s drinking water using benchmark standards provided by the EPA. The last report covers inspections from 2015, and it gave Lafayette a solid, clean, bill of health regarding their drinking water supply. Remember, this covers Lafayette’s overall water quality, not just the area surrounding the rail yard. This chart from the report shows the prerequisite stats and values for the usual contaminants:

Lafayette Utilities System’s Water Quality Report for 2015 chart for contaminants (via LUS website, highlights added by me)

I’ve highlighted the values for some contaminants for a reason: those happen to be the very contaminants that Waldon, Goddell, and the Sierra Club plantiffs exploit the most to fuel the hyped dangers of the Chicot Aquifer being breached and polluted by the Connector freeway.

Take for example, arsenic. Waldon attempts in his presentation to magnify the threat by claiming that even a little bit of arsenic can be deadly to anyone’s water supply. What he conveniently ignores, though, is that the percentage of contamination of arsenic in Lafayette’s water is actually one-fifth of the value that the EPA declares as the benchmark for dangerous (2 parts per billion for Lafayette as compared to the 10 ppb standard). Zero, of course, would be the preferred standard, but considering that Lafayette is a huge city and that the rail yard has been inactive for nearly 60 years, there really is no danger of mass arsenic poisoning.

The same could be said of dichlorobenzene (DCB) which is a proven contaminant. The CCGG presentation (backed by a Goodell presser in January) makes major noises about how DCB has been found in the presence of water wells in north Lafayette since 2008 up to the latest 2015 report, and how that most definitely indicts and convicts the rail yard as THE source of contamination.

CCGG Presentation of alleged documented contamination of water wells in Lafayette by dichlorobenzene (DCB).

A look at the actual LUS 2015 report chart, though, says otherwise: the maximum rate for DCB was 0.25 ppb, as compared to the contamination benchmark set by the EPA of 75 ppb.

So…60 years of dormancy for a former rail yard has produced levels of contamination of Lafayette’s drinking water that don’t even begin to approach rudimentary levels of danger by EPA’s own standards?

Funny thing is, why wasn’t there that much concern about the railyard and its environmental after effects from these folks before the Connector freeway was envisioned? Oh, I know, the original plan was for the freeway to follow the Evangeline Thruway and avoid cutting through the rail yard site, but that would have devastated residents fronting the Thruway and McComb-Veazay. Is this newly found concern about the purity of Lafayette’s drinking water really just a ruse to find a new base for the next set of lawsuits forthcoming to halt the Connector and impose the more friendly to some people’s interest Teche Ridge Bypass?

My latter suspicion is confirmed by what Waldon does next in his presentation. He does actually acknowledge that the current Connector SEIS process now includes the Stage 2 Environmental Site Assessment for the rail yard that he originally said LADOTD would never, ever do; but then he muses that none of this is available to the public. (This is a standard grip that Waldon and the Teche Ridge lobbyists have for the Connector process overall.) Indeed, Waldon, in concluding his presentation, makes the same old tired accusations that the Connector public input process is corrupted because no one from his side was allowed to add feedback.

CCGG presentation board of alleged “deficiencies” of Lafayette Connector Stage 2 ESA and entire CSS process.

Of course, “no public involvement” means that Waldon and his Teche Ridge lobbyists weren’t able to dominate the Connector CSS meetings with hordes of “citizens” jumping to the mic to condemn this “evil monstrosity” and impose their “common sense” bypass route. Even though Waldon was able to literally cut and paste his entire blog into the record for the November public meeting before the Tier II process concluded. Even though Connector opponents were able to invade the Community Work Group and made an effort to impose their desired solution of Teche Ridge plus a “high speed boulevard” before they were found out and called out by Transportation Secretary Shawn Wilson. But no, the “public is being denied!!”

The best response to hyperbole is still to give out the facts and let reasonable people judge them by their merits. The process will tell the tale of whether the I-49 Lafayette Connector will be a net positive for the city or not…but in the meantime, beware of fearmongers selling nonsense in the name of “protection”. The only thing they are really protecting is their privilege.

Why Looping I-49 Around Lafayette Is Not As Good As It Sounds: A Response To Roger Peak And Y-49

Just as it is becoming more and more clear that an elevated I-49 Connector through Lafayette is the most feasible cost-effective option for building the freeway; it is just as clear that the opposition to this project is as loud as it has been since the concept has been planned.

While most opposition to the Connector is mostly based on sheer NIMBYism of not wanting an elevated structure next to their neighborhood; there are also legitimate concerns about contamination of the Chicot Aquifier, which supplies Lafayette’s drinking water, as well as the costs of constructing the freeway, as opposed to the combination of looping the freeway around Lafayette (most often proposed through the Teche Ridge Bypass alternate through St. Martin Parish, less proposed through the Lafayette Regional Expressway loop to the west around Lafayette’s perimeter). As the process of Conceptual Design and the Supplemental Environmental Impact study proceeds, the opposition to the Connector has become a bit more active in stating their views.

Over at the Sierra Club’s “Y-49” Facebook page, a citizen and long-time opponent of the Connector freeway named Roger Peak just posted a letter “for the record” that he sent to the Lafayette Connector Partners (the group entrusted by LADOTD and FHWA to oversee the design process for the project) during their most recent Open House Public Meeting. The letter, actually written by another opponent of the Connector named Dennis Sullivan, essentializes the main points of opposition to the Connector and support for a combination of a bypass and “improvements” to the Evangeline Thruway via a “boulevard”. The full letter is below:

My goal here is not to disrespect Mr. Peak, Mr. Sullivan, or any other opponent of the Connector freeway or deny them their right as citizens to protest and oppose this project. However, as an proponent of the Connector, I do feel it’s within my reason to challenge some of Mr. Sullivan’s points and statements. I will critique as I follow his letter.

1) Chicot Aquifer Protection

First, the relevant portion of Mr. Sullivan’s letter:

The 2003 Record of Decision for the Connector project stated that there was more than adequate protection for the Chicot Aquifer since the clay layer that protects the permeable area runs nearly 40 to 60 feet thick below ground level. Pilings that would be driven for the elevated structure would go no deeper than 30-35 feet, well before the aquifier surface would be breached; and universally approved best practices and standard procedures would be enabled and executed to ensure that the aquifer is fully protected.

The one main area of concern has always been the site of the former Southern Pacific Railroad distribution yard, where contamination of the soil just below the surface has been found and documented. Opponents of the Connector cite correctly the risk of pilings surrounding the contaminated surface breaching the clay protective layer, threatening the aquifer. LADOTD has responded that the site is eligible for a full remediational cleanup, and that standard practices and procedures will be undertaken to protect the aquifer levels.

LADOTD and the Connector Design Team recently issued a presentation documenting all the issues of protecting the Chicot Aquifer and the means of protections available. The presentation is presented below.

More than likely, this will not ease the concerns of Connector opponents, who are simply locked in to opposing the freeway through Lafayette under any circumstances. However, to say that LADOTD or FHWA is simply not concerned at all about protecting the aquifer is simply not true. Also, invoking the Flint, Michigan water contamination debacle, which was a large scale man-made disaster based on political motives of privatization rather than an isolated incident of a small breach of property, is emotional scaremongering at its worst.

It should also be noted that there is a current standing lawsuit ongoing against Union Pacific Railroad (the current owners of the property of the former Southern Pacific railyard) to have them pay the full costs of any remediation and clean up of that facility. Since remediation and cleanup is a mandated requirement for constructing the Connector freeway, regardless of whomever ultimately pays the bill, using this as a reason for opposing the freeway is a bit deflective reasoning.

2) The Evangeline Thruway and the Connector Freeway: Heartbeats or Heart Stakes??

Here, Mr. Sullivan (and by relay, Mr. Peak) invokes the construction of the original Evangeline Thruway through Lafayette during the 1950’s and the supposed destruction of the neighborhoods it traversed in order to avoid what he believes to be the same mistake with the Connector. Problem is, he entirely misses the point about why the Evangeline Thruway was originally built, and how it has actually affected Lafayette.

Evangeline Thruway was originally designed to be an opening step towards an ultimate freeway facility going north-south (or, more accurately, north-southeast) through Lafayette. The wide median built at Willow Street was done explicitly to accommodate a future interchange; the 250 foot spacing between the one-way couplet (compromised only near Simcoe Street in order to avoid conflicts with the St. Genevieve Catholic Church facility) was designed to originally occupy an elevated freeway, and the accommodating roadways it connects (US 90 and US 167) were also created with full intent of ultimate upgrade to a limited access freeway. Temporary direct access was allowed in the initial stages of construction, but ROW acquisition for both the segments of US 90 south of Lafayette and US 167 north of Lafayette was designed for ultimate freeway upgradability. (US 167 was subsequently upgraded to a freeway to and beyond Opelousas as part of the original I-49 project to Alexandria and Shreveport.)

As for the apparent damage the Thruway has done to the “proud neighborhoods of the railroad’s Black middle class”? That’s a very interesting assertion; especially considering the explosive growth of Lafayette during the 60’s and 70’s due to the petrochemical boom and the development of the main university (first SLI, then USL, now UL(L). The oil glut of the 90’s did do some damage to Lafayette economically, but that was more an overall impact. Was the Thruway responsible for the rise and decline of Northgate Mall or the decision of Walmart to locate their Northside Supercenter there?

Currently, the Evangeline Thruway serves as the main source of access to both downtown (via mostly the Second Street/Third Street couplet, Jefferson Street, and Johnston Street), UL (via Johnston Street and University Avenue) and the Lafayette Regional Airport (via Surrey Street). It also serves as the main artery of access to the rapidly growing suburban enclaves further south, such as Youngsville and Broussard, and ultimately via US 90 south to New Iberia, Jeanerette, Baldwin, Franklin, and Morgan City. Is Mr. Sullivan saying here that things would be better if the Thruway wasn’t constructed to begin with?

In addition, you can make a serious case that the same railroad that apparently brought out the “great Black middle class” also caused the very division of the city of Lafayette as much as the Thruway, especially due to the centralized location of the former rail yard (before it was moved to the western fringes near Walker Road).

In any case, all this also ignores the basic fact that the proposed Connector freeway alignment simply uses most of the Thruway in order to be the least divisive and destructive. Other than a twelve block section of the median of the Evangeline Thruway from the Louisiana & Delta railroad spur crossing to around Simcoe Street, and a segment of the alignment straddling Chestnut Street, there are few if any residential displacements. And, the Elevated concepts under consideration allow for full and open access underneath the mainline structures for both people and vehicles to cross underneath, while deflecting the overwhelming majority of the heaviest traffic onto the mainline structures away from the surface streets. (The Depressed options bring forth their own benefits and risks; that is another story entirely.)

In any case, all this sounds like mere NIMBYism and fear of adjustment and a desire for restoring the mythology of isolated, close-fit neighborhoods where people merely walked 10 minutes to the local store or merely sat on their porches. In reality, Lafayette is not simply a patchwork of Port Barres and Abbevilles with a downtown hub; it’s a moderately-sized city which depends on transportation facilities that simply don’t meet their current demand, let alone the growth of the future.

3) The “Freeways to Boulevards” Fraud That Doesn’t Work

Here, Mr. Sullivan invokes a transportation concept that has become very popular of late for urban planners and car/freeway haters alike: the idea of pushing traffic away from currently elevated through freeway routes by converting them to surface at-grade boulevards for “economic development”. This “freeways to boulevards” concept took off with developers who wanted to tear down and tear up “ugly” elevated freeways that they claimed to obstruct the natural view and destroy inner city neighborhoods. The idea is that traffic wanting to merely pass through these cities are perfectly free to take long-way bypasses around them, but those wanting to go through them should be forced to slow down and traverse stoplights, bike lanes, and other obstructions so that they can stop and discover the beauty of those neighborhoods.

So far, there have been only a few communities that have attempted the “freeways to boulevards” concept, with mixed success. New York City had their Central Expressway downgraded to Central Avenue; and San Francisco after the devastating Loma Prieta earthquake of 1989 took out a double-deck section of Interstate 880 in Oakland, decided to simply rebuild it as a surface boulevard. That hasn’t stopped the New Urbanist faithful from gleefully pushing the concept on other cities. Freeway teardowns and boulevard conversions are currently being proposed in Kansas City (the southern Inner Loop section of I-70); Syracuse (I-81 through downtown), and New Orleans (the I-10 Claiborne Avenue viaduct).

Notice the disclaimer “proposed”, though. None of those proposals have been enacted, and alternatives that either preserve and improve the elevated segments or convert them into depressed/covered freeways with development allowed over them, are also under consideration. The main concern is that these new “boulevards” will not be able to handle the level of traffic that will remain on them, even with the diversion to bypass routes. Of course, that’s considered mostly a benefit for the New Urbanists; the better to force them to either stop in these neighborhoods or switch over to alternative means of transport (walking, bikes, buses, light rail).

It should also be noted that most of the freeway teardowns that are being implemented are isolated segments where alternative routes are being built or improved to meet the adjusted traffic need. In Houston, they are implementing the removal of the Allen Avenue Viaduct segment of Interstate 45 between I-10 and the US 59/Future I-69 stack interchange….but they are rebuilding and realigning I-45 along I-69 north to I-10 and then west on I-10 to maintain proper capacity. In most cases, the freeway segment is simply being dropped down (as in the Boston Central Artery/”Big Dig” project) or shifted along a close new alignment (as with the Dallas “Mixmaster” and “Horseshoe” projects along I-30 and I-45).

The relevance to the Lafayette Connector project, you ask? Well, opponents of this freeway have been pushing since the beginning for construction of an I-49 bypass along the eastern fringe of Lafayette, utilizing the Teche Ridge through St. Martin Parish. (Some have also been promoting a much longer bypass along the southern and western fringes of Lafayette Parish, called the Lafayette Regional Expressway, but the prohibitive costs and distance of that alternative deems it less attractive as a bypass alternative.) To them, Teche Ridge is a more “common sense” alternative that would avoid all the displacements and destruction of the Connector project, and allegedly at half the cost.

Most recently, Connector opponents have taken to proposing a combination proposal: build Teche Ridge as the I-49 South bypass, but also convert the Evangeline Thruway into a “high-speed” yet “neighborhood friendly” boulevard to handle the traffic that would use it. The claim is that Teche Ridge would remove enough traffic from the Thruway that the new “boulevard” would be able to both handle the remaining traffic and promote the appropriate development for the neighborhoods surrounding it.

One look at LADOTD’s current and projected traffic projections for the Evangeline Thruway puts that theory to bust. This is from the Lafayette Connector website, given as part of the third Open House Public Meeting last November.

The above graph shows the current traffic volume (based on 2015 values) on the Evangeline Thruway, listed as Average Daily Traffic (ADT). Notice that the Thruway couplet is listed as carrying 64,000 to 70,000 vehicles per day; which would be straining it for a four-lane freeway, let alone a six-lane arterial/2×3 one-way couplet.

Now we get to the projected ADT for 2040, provided that the Connector freeway is not built. Notice how the ADT values for the Thruway now jump to 86,000 VPD north of Johnston Street, and 95,000 VPD south of there heading towards Pinhook Road and the airport. Yeah…a boulevard will certainly handle that.

But, you say, won’t Teche Ridge divert enough traffic from the Thruway to make a boulevard possible? That’s what all the Connector critics say….but most credible studies show otherwise. In both 1993 with the North-South Corridor Study and in 2003 with the original Connector Final EIS/ROD documents, Lafayette Consolidated Government traffic engineers have done traffic studies on the Thruway to see what percentage of the Thruway traffic is truly bypassing the city rather than accessing places within the city. Their results consistently confirm that only 10 percent of the traffic on the Thruway is traffic bypassing the city; with the remaining 90 percent having orgins and/or destinations within Lafayette. Considering that the Thruway is the most direct and straightest connection between US 90 and both I-10 and I-49/US 167, that’s no surprise whatsoever.

There are other considerations why Teche Ridge is not the catchall solution some would argue, but that alone is a major justification for the Connector alignment.

For the record, shown above is the LCG’s predicted ADT for 2040 with the Connector built and running. Notice how the freeway not only attracts traffic from the surface Thruway, but also sucks up traffic from other major arterials….and, being six lanes, it can easily handle the work.

In fact, building the Connector freeway as proposed along with converting the existing Evangeline Thruway into an “urban boulevard” would be far more ideal for both balanced economic development for the abutting neighborhoods AND moving current traffic. Indeed, the proposals put out by the Evangeline Corridor Initiative integrate the idea of a boulevard into all of their Connector freeway proposals, with the idea of one enhancing the other.

4) The Second Big Lie Of “Build Around”: A Bypass Isn’t Inexpensive, But It’s Certainly Cheap

This is another assertion that opponents of the Connector freeway have blurted: that a bypass would be so much less expensive than the “Con” through Lafayette. Over at Michael Waldon’s Connector Comments website in opposition to the project, there are frequent references to the BILLION AND A HALF DOLLARS that would have to go through the alleged Connector rathole, only to have to tear it down 20 years later for a righteous boulevard and bypass. In comparison, they frequently quote the Teche Ridge Bypass as the “common sense” route, because it would cost “half as much” and be built “twice as quick” because it avoids tender and suggestive areas.

Reality, however, does not support that analysis.

The most recent cost estimates for the proposed Connector freeway concepts for the core downtown area were released to the public, and they are quite revealing. Again, these cover the costs for only the central core area between Pinhook Road and the L&D rail spur crossing.

What jumps out at you is the serious sticker shock of the cost for the Cut-and-Cover option, due to both the major need of ROW displacements, the construction of the tunnel, and the high maintenance and operational costs for the tunneled section. What also should jump at you is that the Elevated option (especially Concept 4-2 with the Evangeline Thruway boulevard sub-option) actually cost less than the originally approved 2003 EIS/ROD alternative. $426 million is a long way from $1 billion, I’d think.

Now, let’s do some addition: the segment south of Pinhook Road includes an improved crossing of the Vermilion River, the University/Surrey interchange (pending what happens with the proposed runway displacement at Lafayette Regional Airport), and the three-level interchange with Kaliste Saloom Road. Using current values, that would probably add around $125 to $150 million to the cost. Then, you have the section from the L&D RR spur to near I-10, that would include the elevated interchange with Willow Street and improvements to the frontage road system from Donlon Avenue/Walmart Drive to Chalmette Drive, and possibly even the proposed Willow Street Circle/Gateway Arch. That would be another, say, $50 million. CSS design modifications and improvements required for mitigation would add probably another $20 million; then maybe $3 million for cleaning up the old SP railyard facility. Add all that up, and it comes to around $650 million to $700 million total.

Now, that doesn’t include the local tax commitment to local neighborhood projects that would be proposed by the ETRT/ECI/TIGER team, but that would be a local issue. With the Feds pitching 90% of the funding since this is a federal highway project involving a High Priority Corridor, the state match required would come to about $70 million.

Compare that to what the bypass proposals would cost. The LRX certainly would be less expensive due to it going around the city, right? Ahh, WRONG. The LRX would be a 60 mile long bypass extending along the perimeter of western and southern Lafayette Parish, extending even into northern Vermilion and Iberia Parish. The most recent estimates of the most preferred alignment for the LRX placed the total costs at around $1.2 BILLION dollars for a full LRX semi-loop connection from US 90 to I-49. Last time I checked, $1.2 billion was greater than $700 million. By a lot. Plus, LRX is being proposed as a tollway, funded by bonds which would be paid back through implementation of tolls throughout the facility. The Connector would be built totally “free”, perhaps with “private-public partnership” (P3) funds to ease the tax hurt, along with the rest of the I-49 South upgrade to New Orleans. (There was some early talk about tolling the upgrade of US 90, but a study showed that tolls wouldn’t even pay half of the total costs of the upgrade.)

That would leave the Teche Ridge Bypass, which is the preferred choice of darn near every single one of the Connector opponents. That is far more reasonable…but still, the truth reveals some flaws.

Teche Ridge proponents have usually quoted a 1994 “feasibility study” that was undertaken by officials in St. Martin Parish (funded by profits from casinos operating in that parish) for their belief in that alignment as a suitable alternative to the Connector. That study placed the approximate costs of that alternative at roughly $400 million for a complete bypass connecting US 90 south to I-49 north. That figure was also quoted in the affadavit filed by the Concerned Citizens of Lafayette group’s lawsuit against the FHWA and LADOTD to block the original 2003 FEIS/ROD. That affadavit was also submitted to LADOTD as an official comment to the 2003 Final EIS.

LADOTD’s response to the portion promoting Teche Ridge’s apparent cost benefit is below:

That’s $601M, not including ROW and engineering, in 2002 US$. Extrapolate for inflation and add the necessary costs, and you’re probably closer now to $700-750 million….which is nearly the same cost as what the extended and extrapolated costs of the Elevated Option concepts for the Connector freeway would cost in full.

And that’s not all, either….because Teche Ridge is not considered to be a suitable alternative for I-49 South, as is every other bypass alternative, it would require an entirely new process for feasibility and environmental study from the beginning. That’s two years for feasibility, two years for environmental and engineering, then securing funding, then getting it into the transportation program. The currently approved transportation programs by LADOTD and the Acadiana Regional Planning Commision (the official Metropolitan Planning Organization for Lafayette and the parishes surrounding Lafayette) are keyed on I-49 South using the Connector freeway and an upgraded US 90; so is the enabling federal highway legislation. To upset that by shifting I-49 South to Teche Ridge or the LRX would be at best time and money consuming; and at worst threaten to kill the entire I-49 South upgrade.

And, to make things even more problematic, there are signs that Teche Ridge isn’t even ecologically and environmentally as safe a bet as its proponents would argue. That proposal would basically traverse the thin ridge of high land that separates the Cypress Swamp/Lake Martin lowland swamp wetlands from Bayou Teche. Most of that land is now converted to farmland or remain as support for the surrounding wetland. That would pose a significant risk to such fragile and sensitive land use in the form of drainage from the freeway invading the fragile wetlands or pouring into Bayou Teche, which is a designated Scenic Waterway. The increased noise level of Teche Ridge could also disturb the flight path of endangered birds that use Cypress Swamp as relief for their annual fall/spring migrations. This would certainly raise the ire of federal and state wildlife officials. Other than the probable encroachment of the Chicot Aquifer and the possible need for some wetland acquisition for the LFT runway displacement, the Connector has really no major environmental or ecological issues otherwise.

5) The Biggest Lie of All

The final riposte of Mr. Sullivan’s letter promotes a nice vivid fantasy that if Teche Ridge….ahhh, I mean, if a freeway loop is built and highway traffic is forced to abandon the Evangeline Thruway, the latter can be reworked into a beautiful Complete Streets boulevard that will support everyone from walkers to bicyclists, and revive Lafayette like nothing other.

Funny, but that’s exactly what the Evangeline Corridor Initiative is attempting to do with the Thruway right now….with the Connector freeway in place. That theory actually works because, unlike Teche Ridge, the Connector actually will take enough traffic off the Thruway that it can be reworked to be neighborhood friendly. And, surprise…it does it without even traversing Sterling Grove or McComb-Veazey or even Freetown-Port Rico, while allowing full access and connectivity underneath the freeway structure. By contrast, unless you are planning on downgrading the entirity of US 90 back down to 2×2 and dismantling the proposed interchanges now planned or under construction, you simply are not going to remove much traffic from the Thruway even with Teche Ridge built. If you think the Thruway is a disaster now with no sidewalks or consideration for the neighborhoods with 64K VDT, imagine it reduced to 4 lanes with 90K VDT. Even the best “boulevard” will fail that test.

As for hurricane evacuation effectiveness: only Connector opponents like Mr. Sullivan can explain how diverting hurricane evac traffic to the east through a 4-lane bypass and a reduced 4-lane boulevard would be better than a direct access 6-lane elevated freeway with full shoulders which would also allow for contraflow and also include the surface-level Thruway/boulevard as a backup. Not to mention that Teche Ridge would do absolutely nothing for an evacuation of Broussard or Youngsville, nor for evacuees escaping from Vermilion Parish using US 167 north through Lafayette.

Oh, and the example that Mr. Sullivan gives for his ideal Evangeline Thruway? That’s taken from a YouTube video dated January of 2016 that was linked in his letter showing a plan for removing a portion of the I-70 corridor in Denver. There’s one small problem: that’s not the finally approved plan for that corridor. The removal (and diverting I-70 to I-270 and I-76) was considered and then rejected as too expensive and disruptive; the ultimate final solution was to bury the existing I-70 corridor under a capped tunnel and build a boulevard section above it. You know…like the ECI’s Depressed/Capped Mainline and DOTD’s Cut-and-Cover Concept 6-2.

Finally, let me conclude with this: Yes, driving interstates and highways through local poor communities in the 60’s without any consideration for the neighborhoods affected was a huge, huge error in judgement, and in some cases, a deliberate crime. However, those crimes are history, and those highways are there, serving their stated purposes of moving people and goods to where they are wanted and needed. While it is fair and appropriate to question today whether those highways can be reformed or removed, those questions should be resolved on an individual case-by-case basis, with everyone’s input and feedback involved. And, whatever alternatives are proposed must meet the desires and needs of all who use the roads, not just some planner’s wet dreams for “redevelopment” or some people’s desire for bringing back “the past”. Whether we like them or not, however ugly they may be, freeways still move people who want their cars and trucks and vehicles; maybe instead of merely tearing them down or opposing them at all costs, we might attempt to build them with everyone’s needs balanced out.

The I-49 Lafayette Connector project is the most recent test as to balancing traffic need with the desire for abutting neighborhood improvement. The most recent plans offered meet those goals of balance. It would be a shame if NIMBYism and obstructionism for the mere sake of obstruction would kill the best chance for Lafayette to both relieve their most serious traffic issue AND lay the seeds for revival of its downtown and central core. A loop will be warranted down the line, even including Teche Ridge….but the Connector is needed TODAY. Let’s work together to build it to the best way possible, and save the bypass for later.

The I-49 Lafayette Connector and Lafayette Regional Airport: Myths And Reality

One of the many impacts that the I-49 Lafayette Connector freeway project would impose on the city of Lafayette would be a displacement of Runway 11-29 at Lafayette Regional Airport (LFT). This is due to the proximity of converting the existing intersection between the current Evangeline Thruway and East University Avenue/Surrey Street into a grade separated overpass/interchange. The resulting overpass crossing University/Surrey would penetrate into the direct flight path of aircraft entering and departing Runway 11, violating slightly the Runway Protection Zone glide path. The overpass would add about 15 feet of additional height that would need to be cleared along the glide path of Runway 11-29.

In order to raise the glide path to safely avoid the overpass, the proposal is to extend Runway 11-29 by 350 feet at its eastern end, shifting the western end of its approach by that length. This would conceivably provide enough of a graduated slope to clear the overpass and the required 17 foot safe zone above the highest height of clearance. The existing eastern end would not be removed, just remain as sort of a dead zone.

The runway extension would require the acquisition of some wetlands at the eastern end in order to raise the grade level, but the amount of wetland acquisition would be less than 5 acres, and would be within the existing property controlled by the airport.

Aerial view of Lafayette Regional Airport with
proposed displacement of Runway 11-29 to conform with
proposed I-49 Lafayette Connector freeway
(via Lafayette Connector website)

The Louisiana Department of Transportation and Development (LADOTD) and the Federal Highway Administration (FHWA), who are the lead agencies for the Connector freeway project, have had constant and consistent discussion and interaction with the Federal Aviation Administration (FAA) concerning the potential impacts of the runway extension. FAA gave their initial approval to the current alignment and LFT adjustments as stated in the FHWA Record of Decision (ROD) in 2003 (downloadable here), and then authorized and approved their own standalone ROD for the airport modifications in 2008. (The full FAA ROD is downloadable here (pdf document).)

Due to recent changes in FAA regulations for wetland mitigation and construction standards, the current I-49 Lafayette Connector Conceptual Design Study and Supplemental Environmental Impact Statement (SEIS) process does include a reconsideration of modifications to the University/Surrey interchange to mitigate or avoid the need for the runway displacement. It is more than likely, however, that the displacement will be retained due to conditions that restrict modifications to the University/Surrey overpass.

Nevertheless, such developments haven’t stopped opponents of the Connector freeway, who would much rather it be diverted to a bypass around the city, from decrying the possible impacts of the displacement.

One such devout critic is Michael Waldon, whom has dedicated an entire blog (Connector Comments) to documenting his opposition to what he calls “the Con”; and his belief that this freeway project would be the worst thing to happen to Lafayette. I respect his right to oppose this project, but when his arguments are reduced to disassembled claims and distortions of facts, there is a need to correct the record.

And in the case of Lafayette Regional Airport, Mr. Waldon is, as we say, way, way off.

The main thesis of Waldon’s blog post challenging the Connector freeway and the LFT Runway 11-29 displacement falls upon the theory that the 350′ displacement understates by a factor of three the need for a much longer and more destructive runway extension. Essentially, he rips upon the proponents of the Connector for building their project with no concern for “building tall structures next to your airport”. Here’s how Waldon summarizes his beef with Connector proponents:

SUMMARY: The I-49 Connector FEIS identified unacceptable risk due to failure to meet FAA flight path obstruction guidance, resulting from the proposed interchange construction adjacent to the Lafayette Regional Airport. Without documenting calculations or rationale, the FEIS stated that in order to meet these minimum safety requirements, airport runway 11-29 would need to be displaced 350 feet southeast toward Bayou Tortue and the Cypress Island Swamp.

My calculations, based on FAA guidance, arrive at runway displacement considerably longer than that presented in the FEIS. Here, following FAA guidance, I calculated that the required displacement is 860 feet. This significant difference brings into question the economic, environmental, and engineering feasibility of the displacement. Impact of this displacement on flooding, wildlife, and wetlands should be carefully addressed and documented by DOTD.

The public attitude toward airport safety should always be conservative and circumspect. The Airport’s 1975 Master Plan concludes “Conditions at the airport’s periphery make expansion of its land area difficult or expensive or both.” Even beyond the impacts of runway displacement discussed above, it is simply inappropriate to choose to construct any tall structures on the periphery of our airport which is already severely constrained at its location. Tall structures like the University and Kaliste Saloom interchanges constrain future airport runway alignment adjustments, and impact the ability to meet current requirements and future safety requirements should FAA guidance on safety margins or approach slopes change for any reason.

Let’s analyze Waldon’s objections more closely, shall we?

The interchange closest to the glide path of Runway 11-29, as noted, is the University Avenue/Surrey Street interchange. Under the proposed Connector profile, I-49 would cross over University/Surrey at a maximum height of 16 feet, sloping downward to grade level right near where the flight path of Runway 11 crosses the US 90/Evangeline Thruway/Future I-49 right-of-way. The 11-29 glide path parallels and is 200 feet to the south of the Surrey/University centerline. With the adjusted RPZ glide path, the “end” of Runway 11 would be adjusted 350 feet further down from the current endpoint. This picture (from Waldon’s blog) summarizes the adjustment with respect to the current Thruway and Surrey/University.

Overview of Lafayette Regional Airport Runway 11-29,
with adjusted endpoint for displacement (yellow line) and
half of the Approach Surface. (via Connector Comments blog)

Seems foredooming, right? Except, this overview completely ignores the vertical profile. Here is the profile that Waldon uses for his post, taken from the 2002 I-49 Connector Final EIS (downloadable from LADOTD’s Lafayette Connector website here(Vol. 1) and here (Vol. 2)), which he uses for his argument of fear of planes crashing into the University/Surrey overpass.

Vertical profile of I-49 Lafayette Connector alignment
at University/Surrey interchange near LFT (from 2002
Final EIS, via Connector Comments blog)

You can see that the Runway Protection Zone minimum is set at 17 feet above the highest object height; which would put it generally at approximately 30 feet above the ground level of the runway at the point where the 11-29 glide path intersects with the Connector overpass. The RPZ is also sloped slightly to adjust to the slope of the grade of the overpass, thusly extending the RPZ height to cover the overpass as well.

However, that might even overstate slightly the impact to LFT. Here’s a much more recent profile of that section of the Connector freeway, based on the approved Selected Alternative, that was developed in 2007 during the initial Corridor Conceptual Study.

Profile of I-49 Lafayette Connector @ University/Surrey
interchange (from 2007 Conceptual Study, via
Lafayette Connector website)

As you can plainly see, the University/Surrey overpass is now a bit less steeply graded, and the University/Surrey centerline profile is depressed a bit; this must have been to reduce the height of the overpass as to relieve the penetration of the glide path. But, the height in general remains the same: roughly 30′ counting both the height of the overpass and the maximum clearance of 16 feet for vertical clearance for vehicles using the freeway mainline.

It is here where Waldon goes off the cliff. First, he sets up the measurements for FAA and FHWA standards, which is accurate enough.

Finally, it is necessary to estimate the height of objects above the roadway. This could include signs, streetlights, and aircraft warning lights. The FEIS does mention this, and suggests that special signage and lighting may be necessary. Thus, I will assume that the height of the vehicles on the roadway will be the tallest objects above the roadway. There is no Federal vehicle height requirement for commercial motor vehicles (CMVs). Most eastern states, including Louisiana, set a CMV height limit of 13.5 feet on most highways. Louisiana does allow heights of 14 feet on designated highways, and oversize permits can be routinely issued for heights up to 16 feet 5 inches. Without specific guidance from the Louisiana DOTD, it is unclear what height should be assumed. Here, I will simply assume a maximum height of 15 feet for all vehicles and objects on the roadway.

It should be noted that while Louisiana doesn’t have specific height requirements for vehicles using its roadways, Federal Interstate standards do require minimum height restrictions of 16.5 feet for overpasses of freeways, and 20 feet of clearance for covered/tunneled sections. Since the Connector will be an Interstate built as part of the I-49 South extension to New Orleans, I can assume that it will be built to those standards.

Assuming the peak height at the interchange structure controls the required runway displacement, the calculation of length for the approach surface is now straightforward.  The interchange height plus object height has an elevation of 60 feet (45+15). Adding the FAA 17 foot margin of safety gives a total elevation of 77 feet. Subtracting the runway height which defines the primary surface elevation then gives a height of 40 feet (77-37). At a slope of 34:1, the length of the approach surface to the primary surface is 1,360 feet (34×40). At this point along the approach surface, the approach surface width is 1408 feet (1000 + 0.3×1,360), or 704 feet on each side of the extended runway center-line (Figure 3). Adding the 200 foot width of the primary surface at the end of the runway gives a total distance form the peak of the interchange of 1,560 feet. The present distance is estimated to be 700 feet, so the total runway displacement required would be 860 feet (Figure 4). This is 510 feet longer than the value asserted in the FEIS. This difference significantly brings into question the economic, environmental, and engineering feasibility of the displacement.

The highlighted portion of Waldon’s quote gives his game away. 60 feet??? Really? But, I thought that the height of the University/Surrey overpass was only 12 to 15 feet; how did Waldon get to 40 feet? Simply, he gets his interchanges mixed up. The adjacent Kaliste Saloom Road interchange with the Connector freeway and the frontage roads does indeed include a 40 foot high ramp that is needed to clear the freeway mainline, the adjacent BNSF/UP railroad line, and another high ramp. There is one slight little problem, though; the Kaliste Saloom interchange is nearly 3,000 feet away from the RPZ glide path of Runway 11-29; and the offending ramp drops down to grade level to split to connect with both the northbound Connector mainline and the northbound frontage road long before it gets to the Runway 11-29 flight path. Here’s an overview, straight from the 2007 Conceptual Study:

Aerial profile of I-49 Lafayette Connector @
Kaliste Saloom Road & University/Surrey
interchanges & LFT (from 2007 Conceptual
Survey, via Lafayette Connector website)

As plainly seen from this profile, the Kaliste Saloom ramps are so far away from the Runway 11-29 glide path that it would take some very, very, very bad aircraft control for any plane to even threaten to hit even the highest overpass.

But, it doesn’t stop Michael Waldon from using the Kaliste Saloom ramps for his equation which concludes that a much steeper gradient for 11-29 would require a much longer runway displacement (860 feet, compared to the 350′ proposed in the ROD). This would require a much longer extension of 11-29 that would not only consume far more wetlands, but potentially threaten Bayou Tortue, a tributary that sets the boundary between the airport property and the surrounding wetlands. This is the proof that, in Waldon’s eyes, disqualifies the Connector as a valid alignment, and justifies his belief that a bypass would be much better for Lafayette.

If we adjusted Waldon’s measurements to reflect the reality of the University/Surrey overpass rather than his fantasy of placing the Kaliste Saloom ramps in front of the airport, they would be as follows:

Interchange height (16 feet) + maximum surface height (16 feet) = 32 feet (compared to 55 feet)

Add FAA 17 feet clearance zone = 49 feet (compared to 77 feet)

Subtract 37 feet for primary surface elevation height: 49 – 37 = 12 feet (compared to 77 -37 = 40 feet)

Length of approach surface to primary surface, using 34:1 slope: 12 * 34 = 408 feet (compared to 1,360 feet)

Add 200 feet overrun = 608 feet (compared to 1,560 feet)

Account for current 700 foot length of Runway 11-29: 92 feet of existing leeway (compared to shortage of 860 feet)

In other words, the existing Runway 11-29 is actually marginally suitable for adjusting to the glide path changes from the University/Surrey overpass, but it would be a rather tight fit. The 350 foot runway extension/displacement would certainly add the necessary margin of safety, and would be the maximum allowed that would least impact the adjacent wetlands and Bayou Tortue.

As I mentioned before, the recent changes in FAA regulations regarding construction of runways over wetlands has prompted the FHWA and LADOTD to reconsider modifying the University/Surrey overpass to possibly avoid displacing the RPZ glide path. (Listed as Potential Design Modification #10; the full list of proposed modifications can be found here.)Such a study, though, does not avoid the basic fact that, even with the wetland impact, the runway displacement would not be anywhere near the destroyer of Lafayette that folk like Michael Waldon would assume it to be.