B09_Transcript_JELA_Virtual_Site_Visit_2022-09-28_0003.pdf

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Lupidi, Zaira S

Wait, I think we have everyone.

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Lupidi, Zaira S

Umm, here. So we'll go ahead and get started.

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Lupidi, Zaira S

Good afternoon. Thanks for joining us.

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Lupidi, Zaira S

Umm.

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Lupidi, Zaira S

The project is the G Lafitte National Historical Park and preserve shoreline protection.

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Lupidi, Zaira S

And this is the site.

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Lupidi, Zaira S

With virtual site visit for it.

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Lupidi, Zaira S

The solicitation number is 140.

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Lupidi, Zaira S

He choose 022R0069.

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Lupidi, Zaira S

It's National Park Service project.

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Lupidi, Zaira S

Pmis jayla 251674.

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Shelly.

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Murphy, Shellie A

Good afternoon. Shelly Murphy, the contracting officer. Nice to meet everybody.

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Lupidi, Zaira S

Tom.

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Tommy Dunn

Tommy Dunn would quality first marine.

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Barrett Holley

Barrett, Hollywood Quality first marine.

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Maclosky, Tomas

OK.

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Maclosky, Tomas

OK, that's any other anyone else from quality first marine.

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Kyle Percle

Yeah, Kyle Ferkel with a.

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Jerald Elwood

Yeah, Gerald Elwood, quality. First name.

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Kyle Percle

And Kyle Turko with quality first Marine as well.

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Maclosky, Tomas

OK. Thank you.

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Maclosky, Tomas

Uh, and then let's uh the next contractor. If you could introduce yourself. I don't. I don't have the I only see your name, so I don't know the companies.

0:2:5.630 ‐‐> 0:2:7.850 nathan (Guest)

Hey, Nathan Carney with cycle construction.

0:2:11.40 ‐‐> 0:2:12.280 mitch (Guest)

And nitroprusside.

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John Gaiennie

John Ganya with patriot.

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Paul Corrigan

Uh, Paul Corrigan with Michael's construction.

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Neibaur, Curtis

Artist neighbor with Mcmillin Jacobs.

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Maclosky, Tomas

OK. Is that everybody from the contractor side, anyone we missed?

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Jeff Mizzi

Jeff Measy with rigid constructors.

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Jeff Mizzi

Also, Emily Lawson with Bridget Constructors is on the line.

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Maclosky, Tomas

Anyone else contractor?

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James Cordova

Yeah. James Cordova, Merkel, federal services.

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Maclosky, Tomas

OK, it sounds like that's everyone. Let's go ahead and have the park folks introduce themselves.

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Hughes, Guy D

Good afternoon, guy Hughes. I'm the resource chief at the park and will be a designated representative.

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Hughes, Guy D

For some aspects of communication.

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Whitbeck, Julie L

Hello, this is Julie Whitbeck. I'm the parks ecologist, and I'll be available for as a as a resource for environmental and ecological.

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Whitbeck, Julie L

Ohh background.

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Maclosky, Tomas

Thank you, Julie, do you guys have anyone else from the park on or is that just you 2?

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Hughes, Guy D

It looks like it's just us, but we also have a.

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Hughes, Guy D

Caitlin.

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Brig, Caitlynn E

Hi everyone, Caitlin Brigg and I'm a restoration project manager.

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Maclosky, Tomas

Thank you, Caitlin. And it looks like me, I'm the last one. My name is Tom McCloskey. I'm a project manager with Denver Center Service Center. Will be acting as the PM for the project and also the the

COR during construction. So I think that's zero. I think that's everybody. Does anybody. We have quite a list here. Is there anyone we missed that's called in?

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Maclosky, Tomas

There hasn't introduced themselves.

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Jeff Fiske

Jeff Fisk with industrial fabrics.

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Maclosky, Tomas

Comma.

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Maclosky, Tomas

Thank you, Jeff.

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Maclosky, Tomas

OK, I think we could probably go to solicitation overview.

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Perfect.

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Lupidi, Zaira S

Yes, Sir.

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Maclosky, Tomas

The next agenda item, thank you.

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Lupidi, Zaira S

Thanks, Tom. So we will send out a list as an amendment with everyone that attended this meeting.

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Lupidi, Zaira S

Along with the slides, just so everyone knows.

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Lupidi, Zaira S

So the solicitation overview proposals are due October 11th at.

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Lupidi, Zaira S

Noon mountain time at 2:00 PM Eastern Time. For those of us.

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Lupidi, Zaira S

Different time zones questions are due October 4th.

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Lupidi, Zaira S

2:00 PM mountain time.

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Lupidi, Zaira S

4:00 PM Eastern Time.

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Lupidi, Zaira S

Shelly is a contracting officer and I'm the contract specialist, so please submit any questions to.

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As both.

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We'll go over the basis for award.

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Lupidi, Zaira S

Evaluation factors.

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Lupidi, Zaira S

Report on the terminations on subcontracting worksheet and the schedule of values so these two final points we did want to put some emphasis on because in the past Shelly and I have noticed, they tend to get overlooked when submitting a proposal. So the report on limitations there's it's this little picture on the side and that it is the last page of attachment for of the attachments that went out with the solicitation itself.

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Lupidi, Zaira S

Questions after pre proposal conference. Again, please direct all questions to Shelly and I.

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Lupidi, Zaira S

Once we get the questions in and we have them answered, they will go back out as amendment so everyone has access to them.

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Lupidi, Zaira S

The cut off date for questions is October 4th.

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Lupidi, Zaira S

2:00 PM mountain time.

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Lupidi, Zaira S

4:00 PM eastern.

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Lupidi, Zaira S

So basis for award the government will conduct a source selection using the best value continuum trade off process defined at far apart 15.1. The contracting officer is the source election authority.

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Lupidi, Zaira S

Section out provides contractors specific instructions regarding the contents of their proposal, so this is where you will go and see everything that needs to be included in the package.

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Section M provides contractor details on how their proposal is evaluated, and this is how we will of course, go over everything that's been submitted. The government may accept other than the lowest price proposal when the perceived benefits of a higher price proposal merit the price differential.

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Lupidi, Zaira S

Additionally, pursuant to far 52215 Dash 1F contract award contained herein, the government may reject any or all proposals if such action is in the government's interest, the government may waive

Informalities and minor irregularities in the proposals received. The government intends to evaluate proposals and award a contract without discussions with offers, except clarifications, as described in far

15.306.

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Lupidi, Zaira S

Hey.

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Lupidi, Zaira S

Oops.

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Lupidi, Zaira S

OK.

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Lupidi, Zaira S

She didn't go to head.

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Lupidi, Zaira S

Sorry about that guys. Relative importance, technical factors one through six are in descending order of importance.

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Lupidi, Zaira S

Passed performing fact of seven technical factors went through six. One combined are significantly more important than past performance.

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Lupidi, Zaira S

Overall technical and past performance, when combined are significantly more important than price, which is factor 8.

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Lupidi, Zaira S

Here are the factors listed in solicitation.

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Umm factor 1 technical approach factor 2. The schedule Factor 3 management approach factor 4.

Project experience factor five key personnel experience factor 6. Safety factor 7. Past performance and

Factor 8 is price.

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Lupidi, Zaira S

Umm so submit pass performance information for the same project submitted under project Experience

Factor 4 using the attached past Performance questionnaire and this is again part of attachment for of the attachments on the solicitation.

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Lupidi, Zaira S

This is just kind of going over what needs to be completed for the past performance.

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Lupidi, Zaira S

Valuation of options, except when it is determined not to be in the government's best interest, the government will evaluate offers for award purposes by adding the total price for all option to the total price for the basic requirement. Evaluation of options will now obligate the government to exercise the options.

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Lupidi, Zaira S

So the solicitation ran out honestly under 1442.

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Lupidi, Zaira S

Umm.

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Lupidi, Zaira S

There are areas that need to be filled in, especially in the closes. We do have some boxes that are highlighted.

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Lupidi, Zaira S

So please take a note of that.

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Lupidi, Zaira S

Once amendments are sent out, we already know there will be one for the attendee list for this meeting, so we just need acknowledgement of them as well.

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And then Section 8 is a price schedule.

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And this is what will be filled out.

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Lupidi, Zaira S

Umm.

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Lupidi, Zaira S

And Reform 24 bid bond.

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Lupidi, Zaira S

Section K representations and certifications.

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Lupidi, Zaira S

General references subcontract and percentage worksheet.

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Lupidi, Zaira S

Uh. Set aside again, most of these will be found in attachments for.

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Lupidi, Zaira S

Here is the contract price schedule that was included in the solicitation as well.

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Lupidi, Zaira S

There are 13 line items.

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Lupidi, Zaira S

And then here Tom.

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Lupidi, Zaira S

And take over and discuss the project overview and review of the plans.

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Maclosky, Tomas

OK. Thank you.

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So I'm going to get a steal the screen and share what I have here.

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OK, so Google image of the general area.

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Maclosky, Tomas

Just a brief overview before we get into the plans and I'll talk about the the map in a second.

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Maclosky, Tomas

Now the overall project is being implemented as restoration for the deep water horizon oil spill and damage assessment.

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Maclosky, Tomas

During.

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Maclosky, Tomas

The response to that?

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Maclosky, Tomas

Event.

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Maclosky, Tomas

Water was released from Davis Pond. I don't know how many folks are actually local. I'm I'm assuming a fair degree, but I believe for those of you that are not, Davis Pond is in this vicinity here. If everybody can see my map, I should have asked that first. Can everybody see the the Google image here?

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John Gaiennie

Yes.

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Paul Corrigan

Yes.

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Maclosky, Tomas

OK, for those of you that are OK, perfect. So Dave's pawn is in this vicinity and to prevent oil from filtrating up into the marsh areas, Bayou areas, water was released to create a, I don't know what the the correct terminology is for it, but a positive flow away from land to prevent the oil to come in and infiltrate during that that actual release there were changes to the ecology of the area.

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And a a range of SAV acres of SAV where lost between. I think it was 2010 and 2012.

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And what the purpose of the the purpose of the project is is not to not replanting SAV, but we're we're creating a an environment through the construction of the breakwater structure to facilitate regrowth of the the SAB itself. So those of you that are familiar with the plans and we'll look at those in a minute behind the breakwater is what we're looking to try to do is to.

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Maclosky, Tomas

Three colonize the SAV due to reduction in wave energy, velocity etcetera. So.

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Maclosky, Tomas

So you guys know we do also have a second contract that's ongoing right now and those that group is tasked to perform the monitoring functions. So the actual construction of the breakwater, what we're talking about here, we'll we'll be only a small portion of the overall project.

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Maclosky, Tomas

Our our contractor, our A&E that we have on board has already done preliminary baseline monitoring and they will be doing a second round coming up in October shortly. So the intent is that once they finish this second baseline activity, they will demobilize and the area where we're building the breakwater structure will be the.

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Maclosky, Tomas

Whoever the contractor is selected will have use of that area.

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Maclosky, Tomas

But it's just good to keep in mind that there are there are higher goals than just the construction component. Once the breakwaters built in this project is over, then the that A&E will be performing additional monitoring over a period of you know up to 20 years potentially.

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Maclosky, Tomas

Umm, depending on you know what happens with the recolonization, so on and so forth. So it's it's a larger project than just the construction piece of it itself, so.

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Maclosky, Tomas

But just to reiterate, we're not, we're not gonna be doing any planting ourselves here. It's just gonna be the construction of the the the breakwater structure itself.

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For those of you folks that are local or or not, you can see here on the upper portion of the screen, New

Orleans proper, and you can see down here in the center Barataria Preserve, Lake Salvador, is where we're going to be focusing our activities. I'll zoom in a little bit here.

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Maclosky, Tomas

Just for reference.

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Maclosky, Tomas

Decided the way so I can zoom in.

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Maclosky, Tomas

So you closer here you can see.

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Maclosky, Tomas

Barataria itself. Here the the town and then the alignment here that that matches up to what we show on the plans. One thing to note also is there is an existing structure that I believe comes to roughly where we are going to be tying in.

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Maclosky, Tomas

Umm.

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Maclosky, Tomas

I guess it's not really showing up here, but it's indicated in the plans. We're not tying to that structure per se, but just be aware that the whole, the one of the purposes is to provide that continuous protection along the the alignment of the project and then things terminate here in roughly at Jones

Point. So what we can do is now go over to let me bring up the plans.

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Maclosky, Tomas

So here, here's here's this schematic and you can see you know just the the matchup between the the the two locations here.

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Maclosky, Tomas

Uh.

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Maclosky, Tomas

You can look at some of the details.

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Maclosky, Tomas

I'm not gonna read everything in this. You guys are responsible for going through, but just to make a point out, a couple of things to keep in mind as you're putting your bids together.

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There's no land access to the the location.

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Maclosky, Tomas

So you guys will be responsible for bringing materials in equipment, so on and so forth. I believe that the, the, the.

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Maclosky, Tomas

Town area Barataria in that vicinity could potentially be a sufficient.

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Maclosky, Tomas

Uh, you know, point to to a access the site from, but that that'll be up to you guys to determine that.

Make those arrangements, whoever selected, obviously.

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Maclosky, Tomas

There's a a range of existing utilities that you guys will be responsible for notifying operators. We've provided the contact information and there's a a time frame.

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Maclosky, Tomas

Of when you need to let them know prior to mobilization.

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Maclosky, Tomas

Umm, there are several.

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Maclosky, Tomas

Uh, environmentally sensitive areas. We also indicate these on the plans as well. We're looking to minimize impacts, avoid those.

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Maclosky, Tomas

And the the park myself, I'm actually located in Virginia, so as guy indicated.

0:19:8.690 ‐‐> 0:19:39.780

Maclosky, Tomas

It's probably likely somebody from the park will be more available on site, but that's something that we're all gonna be keeping track of as the project moves forward. As you can expect, there's probably going to be soft soil conditions and looking through the plans, we've indicated two different methods for constructing the the breakwater. There's a lightweight aggregate that I believe is in the vicinity of the existing structure.

0:19:39.900 ‐‐> 0:19:46.930

We're more northern part of the alignment and then we transfer into a more typical.

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Maclosky, Tomas

More typical configuration for the breakwater itself.

0:19:54.780 ‐‐> 0:20:26.170

Maclosky, Tomas

Umm you have varying depths of water in this location. Let me go back to the the the graphic. This is actually probably is more helpful to talk about this. We have varying water depths. We've accommodated that for our the the dredging channels. So you'll come in, you'll do the dredging to allow yourself to access the areas to put the breakwaters in. You'll stockpile that material and then that material gets placed back into the dredging channel.

0:20:27.530 ‐‐> 0:20:56.450

Maclosky, Tomas

We've also indicated on the plans some representative areas for that access point. So the the actual structure length is about 12,000 feet and it's just not doesn't make sense to try to approach it from every particular point. So we tried to streamline it and give you guys ample access points based on the location and we can we'll look at that specifically when we get to that on the plans.

0:20:58.730 ‐‐> 0:21:2.340

Maclosky, Tomas

Stalkings important, we're doing staking for warning signs.

0:21:2.900 ‐‐> 0:21:11.480

Maclosky, Tomas

Uh, staking for the the avoidance areas and the government will be.

0:21:12.960 ‐‐> 0:21:29.730

Maclosky, Tomas

Concurring with the location. So primarily we'll do the staking, get that approved and then we move forward a couple of other items just to note on the the general notes, again, no staging areas, that'll be up to you guys to get permissions and so on and so forth.

0:21:31.720 ‐‐> 0:21:37.270

Maclosky, Tomas

And it's important to stay within the the construction areas. As we've indicated on the plans.

0:21:37.970 ‐‐> 0:21:38.690

Maclosky, Tomas

Umm.

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Permits, UM, federal and state permits that were required to get approval for the project. I've been secured, so that's one less thing to do. Those are actually in the the the specification, so make sure that you look at those, there are some special conditions.

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Maclosky, Tomas

One particular example would be.

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Maclosky, Tomas

Conditions for when you encounter wildlife, manatees, etcetera. So there's, you know, of those of you that have done construction in the vicinity. It's really not anything new. Just make sure that you're aware of that if you haven't. If you're not familiar with that.

0:22:22.600 ‐‐> 0:22:29.500

Maclosky, Tomas

So that's essentially some of the main key notes that I wanted to go over and now we can look at some of the plans here.

0:22:30.570 ‐‐> 0:22:31.0

Maclosky, Tomas

That's.

0:22:31.80 ‐‐> 0:22:32.250

Maclosky, Tomas

The.

0:22:35.620 ‐‐> 0:22:40.120

Maclosky, Tomas

Can everybody see this? OK. Is this uh, scale big enough for?

0:22:42.710 ‐‐> 0:22:44.700

Maclosky, Tomas

Looking at it on the screen here.

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Maclosky, Tomas

I'm I'm assuming so? If not let me know and I can try to to zoom in a little bit.

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James Cordova

It's a little.

0:22:53.120 ‐‐> 0:22:53.770

Maclosky, Tomas

Say again?

0:22:55.70 ‐‐> 0:22:56.160

James Cordova

So little small.

0:22:57.100 ‐‐> 0:22:57.500

OK.

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Maclosky, Tomas

Try to is that any better for you?

0:23:5.670 ‐‐> 0:23:6.990

James Cordova

Yeah, that's that's better.

0:23:4.390 ‐‐> 0:23:8.20

Maclosky, Tomas

Try to get this. We'll go to fit to see if you can get fit, OK?

0:23:8.940 ‐‐> 0:23:39.10

Maclosky, Tomas

So here this is existing site plan and this gives you a couple of pieces of information shows you locations of utilities, gives you their property line. We had the we actually overlaid the alignment of the the breakwater structure on here just so you can see how that all comes together again existing breakwater structure is up in this vicinity.

0:23:39.590 ‐‐> 0:23:40.210

Maclosky, Tomas

Uh.

0:23:41.240 ‐‐> 0:24:3.570

Maclosky, Tomas

And we also have a a number of based on our initial survey, magnet magnetic anomalies with locations.

So that's information to take into account with some descriptions and you should be able to identify, locate this stuff while you're doing the work. So I think that's.

0:24:4.190 ‐‐> 0:24:4.770

Maclosky, Tomas

Umm.

0:24:5.690 ‐‐> 0:24:12.860

Maclosky, Tomas

Takes 11 activity off of the plate. As far as finding some of this stuff that's already been done.

0:24:13.600 ‐‐> 0:24:15.550

Maclosky, Tomas

Ohh, let's go to the next page.

0:24:16.450 ‐‐> 0:24:19.570

This is the overall project layout.

0:24:23.940 ‐‐> 0:24:25.630

So what we have here?

0:24:26.370 ‐‐> 0:24:27.140

Maclosky, Tomas

Umm.

0:24:27.990 ‐‐> 0:24:29.20

Maclosky, Tomas

Is the.

0:24:31.120 ‐‐> 0:24:39.590

Maclosky, Tomas

Break water and affiliated locations for the what you're gonna need to do for the construction so.

0:24:40.970 ‐‐> 0:24:46.210

Maclosky, Tomas

As you can tell by looking at the plans, the breakwater structures the thin line and the back.

0:24:47.330 ‐‐> 0:25:6.300

Maclosky, Tomas

These other larger with lines show you the dredge channels and they show you the locations for the the spoil piles. So I mentioned previously access points to facilitate coming in and.

0:25:7.30 ‐‐> 0:25:21.540

Maclosky, Tomas

You know, building the thing in shallow water, we've we had our designer put together dredge channels.

Here's one of the access points. Here's the other access point that you would come in, do your dredging build the breakwater.

0:25:23.710 ‐‐> 0:25:45.940

Maclosky, Tomas

3 read deposit the the spoil piles and then you're done. Some of the other features here that you notice on the plans approximate cultural sites that we're looking to avoid. Obviously the breakwater itself we needed to make accommodations for some existing site conditions. So here's your gas line.

0:25:47.260 ‐‐> 0:26:17.210

Maclosky, Tomas

And then the project ties into approximate land in this vicinity. We do show some of the break water coming through this one location not to be disturbed, but to to accommodate that and to be able to actually build it. You guys should be able to come in and float through to place the material part of our permit is to limit this disturbance in these areas. So we did not show.

0:26:18.370 ‐‐> 0:26:31.710

The dredge channel coming through here so we weren't weren't able to get approval for that or nor was that desired, but that's just one of the differences that you'll come across as far as when you're building that.

0:26:33.270 ‐‐> 0:26:57.970

Maclosky, Tomas

Same thing, the utilities and that's, you know, pretty, pretty straightforward. I think the actual construction of the, the breakwater itself is pretty straightforward. I did mention that we do have two different core types that you'll need to account for as you get into this vicinity. I believe that the the actual structure becomes more of a standard.

0:26:59.90 ‐‐> 0:27:6.620

Maclosky, Tomas

Standard construction. So we'll get to that as we get through the plans. Any questions at this point from anyone?

0:27:12.600 ‐‐> 0:27:13.230

Maclosky, Tomas

OK.

0:27:13.970 ‐‐> 0:27:14.700

Maclosky, Tomas

So.

0:27:17.90 ‐‐> 0:27:24.140

Maclosky, Tomas

Next page here. This is a. Well, let's see. We have our our oops.

0:27:26.640 ‐‐> 0:27:57.790

Maclosky, Tomas

Our plan set organized into 123456 sections. These next pages show you the the detail for for each individual section. We don't necessarily need to look at all of them unless there's questions, but this is the first one which is the northern alignment of the breakwater. You see the structure here and what we have again is our floatation channel and our spoil pile channel. Our spoil pile location.

0:27:58.690 ‐‐> 0:28:8.50

Maclosky, Tomas

One feature to note here is this fish gap or elbow. This allows for passage for fish to get back and forth.

0:28:8.590 ‐‐> 0:28:16.320

Maclosky, Tomas

I also believe that it would allow for smaller boats to get in in into here, so we're not totally cutting off.

0:28:17.580 ‐‐> 0:28:19.130

Maclosky, Tomas

Access to this area.

0:28:20.350 ‐‐> 0:28:42.780

As we indicated already, there are some breaks in the structure where the the utilities go through as well. So we had an extensive modeling process that we went through with the designer. So this is the configuration that we ended up with. I don't recall the number of fish gaps that we have, but they're they're all indicated on the plans.

0:28:44.260 ‐‐> 0:28:50.610

Maclosky, Tomas

See if there's anything else that's particular here that I wanted to point out. Existing breakwater here.

0:28:52.300 ‐‐> 0:29:1.670

Maclosky, Tomas

So we should be able to locate that pretty easily. It's our elevation that we're looking forward to it to attain for the breakwater structures 3 feet.

0:29:2.920 ‐‐> 0:29:30.430

Maclosky, Tomas

I believe the existing rock structure is a little bit lower, although it's not critical since we're not tying into that. We do have a little bit of a buffer here, but just to give you an idea of what the the some of the particulars about the the breakwater structure and we can look at few of those details as we get farther along the plan sheets, see if there's anything other other items.

0:29:32.540 ‐‐> 0:29:35.730

Maclosky, Tomas

Next section here is another fish gap.

0:29:36.570 ‐‐> 0:29:39.120

Maclosky, Tomas

Umm. And we've provided you the coordinates for that.

0:29:42.550 ‐‐> 0:30:12.920

Maclosky, Tomas

Here's one of the access points coming in. So just due to the shallow nature, it's really gonna be challenging to get to this location without this dredge process. So this is the first one which would be northward of the the first area, the the, the, the zone that we're looking to avoid here you come through and I believe what what would what's capable, what we can do is we're not dredging, but we can float across this to be able to.

0:30:12.990 ‐‐> 0:30:14.250

Maclosky, Tomas

Complete the structure.

0:30:14.910 ‐‐> 0:30:15.650

Maclosky, Tomas

Umm.

0:30:17.290 ‐‐> 0:30:30.380

Here's the here's the connector page so that structure does go across here, and obviously we do need to build that. So coming across and placing that material without the the dredge channel is is what we're really looking to do.

0:30:31.600 ‐‐> 0:30:34.970

Maclosky, Tomas

I believe there's also a couple of signage items here noted.

0:30:36.160 ‐‐> 0:30:42.640

Maclosky, Tomas

This one detail here just navigation aid so on and so forth. You do see also.

0:30:43.890 ‐‐> 0:30:57.60

Maclosky, Tomas

Some temporary flow temporary signage here to let everybody know that it's not affiliated with the construction that things are going on here probably should be pretty clear.

0:30:58.240 ‐‐> 0:31:1.190

Maclosky, Tomas

But we have added that as part of the scope.

0:31:2.130 ‐‐> 0:31:4.920

Maclosky, Tomas

Uh temporary aids to navigation.

0:31:7.310 ‐‐> 0:31:8.740

Maclosky, Tomas

Go to the next page.

0:31:10.280 ‐‐> 0:31:11.210

Maclosky, Tomas

Here's one of the.

0:31:12.180 ‐‐> 0:31:29.410

Maclosky, Tomas

Utility crossings, and you can see, you know, we've stopped the the alignment of the breakwater structure here to account for the the gas line, it's critical to locate that. So when we build this year, they were not getting close to that getting it etcetera.

0:31:30.830 ‐‐> 0:31:38.160

Maclosky, Tomas

This area to avoid is really away from the the construction area, but it's important to be cognizant of these zones.

0:31:39.210 ‐‐> 0:31:41.870

And this is the last page of the alignment.

0:31:43.830 ‐‐> 0:31:45.120

Our last fish.

0:31:46.250 ‐‐> 0:31:49.750

Maclosky, Tomas

The break water the the the break in the the excuse me, the.

0:31:51.30 ‐‐> 0:31:59.680

Maclosky, Tomas

The structure itself, the elbow and then the tie in piece into land. And here we're tying into land again.

No, no.

0:32:1.440 ‐‐> 0:32:13.620

Maclosky, Tomas

Drainage component to this, so we've stopped this and we'll be we'll it'll be important to find this line and locate that in the field so we know that we're not going over into this zone here.

0:32:14.480 ‐‐> 0:32:15.230

Maclosky, Tomas

Umm.

0:32:16.300 ‐‐> 0:32:19.0

Maclosky, Tomas

Let's move on to the next couple of pages.

0:32:19.600 ‐‐> 0:32:20.300

Maclosky, Tomas

Umm.

0:32:23.380 ‐‐> 0:32:26.230

Maclosky, Tomas

Locating location features for you know.

0:32:26.980 ‐‐> 0:32:34.170

Maclosky, Tomas

Promenades temporary AIDS settlement plates that are part of the the overall assembly for the the construction.

0:32:35.330 ‐‐> 0:32:39.740

Maclosky, Tomas

We have a series of cross sections that are correlate to the.

0:32:40.240 ‐‐> 0:32:40.720

Uh.

0:32:42.80 ‐‐> 0:32:43.380

Overall alignment.

0:32:44.340 ‐‐> 0:32:54.920

Maclosky, Tomas

I think that's pretty straightforward. These show you which are the ones that have the the the lightweight aggregate. This is this particular piece is the beginning.

0:32:56.250 ‐‐> 0:33:5.480

Maclosky, Tomas

Of the breakwater on the north side, I should say it's actually this one here. And here's your existing breakwater. So we have a little bit of a gap between the two.

0:33:5.940 ‐‐> 0:33:9.10

Maclosky, Tomas

Umm. So anyway that shows you alignment.

0:33:16.530 ‐‐> 0:33:18.640

Maclosky, Tomas

This is actually zooming on me here.

0:33:21.230 ‐‐> 0:33:22.640

Maclosky, Tomas

So just coming down.

0:33:24.970 ‐‐> 0:33:27.30

Maclosky, Tomas

And I believe that's the last.

0:33:28.940 ‐‐> 0:33:56.530

Maclosky, Tomas

That's the last cross section, so that's that. Those should be pretty straightforward. Here's one of the details. This is the the A section of the break water showing the lightweight aggregate. You can see the configuration. This shows you the variation between you know, the various dimensions you're working with. Here's your flotation channel. Here's your spoil pile with, you know, buffers in between.

0:33:58.50 ‐‐> 0:33:59.220

Maclosky, Tomas

The next page.

0:33:59.940 ‐‐> 0:34:0.640

Maclosky, Tomas

Is.

0:34:3.340 ‐‐> 0:34:4.200

A similar.

0:34:5.880 ‐‐> 0:34:8.710

Detail showing the the typical the.

0:34:11.230 ‐‐> 0:34:19.30

Maclosky, Tomas

The filter stone component, so again the dimensions for the flotation and the spoils are pretty much the same thing here.

0:34:19.750 ‐‐> 0:34:20.640

Maclosky, Tomas

Umm.

0:34:24.450 ‐‐> 0:34:25.850

Maclosky, Tomas

Just another section.

0:34:29.80 ‐‐> 0:34:38.150

Maclosky, Tomas

Umm, some details for the elbows this gives you gives you dimensions of where the fish gaps are. Excuse me for my.

0:34:38.910 ‐‐> 0:34:53.330

Maclosky, Tomas

Inability to stay in one page. Here I'm trying to center this as best as possible, being zoomed in so there's your elevation at three dimensions that correlate to the construction of the that little feature.

0:34:57.730 ‐‐> 0:35:7.680

Maclosky, Tomas

Some additional detail showing dimensions for betting stone in between the the fish gaps, so on and so forth with the corresponding section.

0:35:9.340 ‐‐> 0:35:14.210

Maclosky, Tomas

Your details for your flotation and your spoil piles.

0:35:19.950 ‐‐> 0:35:36.740

Maclosky, Tomas

And there's there's a couple of those. They're a little bit different based on your station, so make sure make sure that you look at those. I'm going to zoom it out a little bit here. These are just some of the temporary and permanent signs that we're going to be placing. This shows you how they're placed.

0:35:37.940 ‐‐> 0:35:38.890

Maclosky, Tomas

In the field.

0:35:41.870 ‐‐> 0:35:46.520

Should be pretty straightforward detail for permanent boy.

0:35:47.930 ‐‐> 0:35:49.620

Settlement plate detail.

0:35:52.60 ‐‐> 0:36:7.950

Maclosky, Tomas

And I believe the last of it is we've given some information showing where we've done the borings. So this this gives you some additional geotech information now I believe and here are some of the boring data.

0:36:9.610 ‐‐> 0:36:12.300

Maclosky, Tomas

Umm, so that's it for the plans.

0:36:13.820 ‐‐> 0:36:34.330

Maclosky, Tomas

Looking at the specifications, this is a fairly sizable document and I'm not gonna go through all of the particulars, but it's important to make sure that you you go through all of this stuff. The bulk of this, I believe should be the geotechnical report. So it's only about.

0:36:36.100 ‐‐> 0:36:36.910

Maclosky, Tomas

Let's say.

0:36:41.150 ‐‐> 0:36:43.190

Maclosky, Tomas

There's actually another set of plans.

0:36:45.340 ‐‐> 0:36:50.90

Maclosky, Tomas

The spec section. The spec component itself is probably.

0:36:53.330 ‐‐> 0:37:3.670

Maclosky, Tomas

About 220 pages in the rest of, it's either plans or the the Geotech report, so it's it seems like it's a lot of stuff, but it's basically that report itself.

0:37:4.310 ‐‐> 0:37:16.410

Maclosky, Tomas

So just make sure as you're going through here. I mean, we got information on construction and the marine environments to some, you know, representative sections, geosynthetics.

0:37:18.330 ‐‐> 0:37:32.700

Maclosky, Tomas

You know operation and maintenance data, so on and so forth closeout. I'm kind of going backwards with this, but you know, reference standards, quality requirements, your environmental procedures, those are important to follow.

0:37:33.800 ‐‐> 0:37:45.930

Archaeological protection, you know, submittal that's more boilerplate activities for construction, surveying your schedule, project management coordination.

0:37:48.520 ‐‐> 0:37:49.630

Maclosky, Tomas

Summary of work.

0:37:50.970 ‐‐> 0:37:53.140

Maclosky, Tomas

So that's in a nutshell.

0:37:53.810 ‐‐> 0:37:55.820

Maclosky, Tomas

Contract mod procedures and.

0:37:58.170 ‐‐> 0:38:16.690

Maclosky, Tomas

It's probably premature to talk about that, since in a contractor is not selected, but that that process is part of the the package supplemental conditions. So that's really the overview. The the over, you know

50 foot 1000 foot view.

0:38:18.210 ‐‐> 0:38:18.970

Maclosky, Tomas

With that.

0:38:19.600 ‐‐> 0:38:27.50

Maclosky, Tomas

Brief explanation, do you guys have any questions about the the work that we're looking to select a contractor for?

0:38:32.120 ‐‐> 0:38:52.110

Tommy Dunn

Yes, this is Tommy down. The quality first marine, this is a total small business set aside. Is this going to be per the SBA certified total small businesses or will you allow self certified people that claim to be small business entities quote this job?

0:38:55.960 ‐‐> 0:39:5.60

Maclosky, Tomas

Good question. I'm gonna throw that one over to Shelly and Zara, could you guys speak to that please?

0:39:4.810 ‐‐> 0:39:17.910

Murphy, Shellie A

This is Shelly Murphy, the contracting officer. Uh, it will be the SBA certified total small business. So if you're certified that way, that's what we'll be looking for through sam.gov.

0:39:25.290 ‐‐> 0:39:28.280

Tommy Dunn

Also on the uh drawings.

0:39:35.380 ‐‐> 0:39:36.600

Maclosky, Tomas

She too.

0:39:29.430 ‐‐> 0:39:43.200

Tommy Dunn

On I believe it's the second drawing. Yes. Sheet 2 on the drawings. It has a table of quantities. This table of quantities differs from the pricing schedule.

0:39:46.680 ‐‐> 0:39:56.870

Lupidi, Zaira S

Yes. So I this is our lepidi, the contracting specialist. I go ahead and use the price schedule that is in this solicitation itself.

0:39:57.540 ‐‐> 0:39:59.510

Lupidi, Zaira S

Umm and not.

0:40:0.960 ‐‐> 0:40:2.210

Lupidi, Zaira S

This one right here.

0:40:3.340 ‐‐> 0:40:7.120

Tommy Dunn

Right. It's just a discrepancy that was noted. I wanna point out.

0:40:8.990 ‐‐> 0:40:13.540

Tommy Dunn

Ohh, on the southernmost part of the.

0:40:14.260 ‐‐> 0:40:20.440

Tommy Dunn

Ohh the rock the the break water on the drawings are very southernmost part.

0:40:20.980 ‐‐> 0:40:21.500

Maclosky, Tomas

Yes.

0:40:22.80 ‐‐> 0:40:23.450

Tommy Dunn

At the very tip.

0:40:24.700 ‐‐> 0:40:25.650

We have.

0:40:26.350 ‐‐> 0:40:28.530

In excess of 200 feet.

0:40:35.590 ‐‐> 0:40:36.10

Maclosky, Tomas

Right.

0:40:29.510 ‐‐> 0:40:38.530

Tommy Dunn

Of rock to place without a dredge channel because there's a a limited area. There's also an overhead power line there.

0:40:39.190 ‐‐> 0:40:45.940

Tommy Dunn

Ohh how are how do you propose a contractor to be able to?

0:40:46.640 ‐‐> 0:40:54.140

Tommy Dunn

Put rock underneath the power line with that much reach from having a access from a floatable barge.

0:40:57.350 ‐‐> 0:41:0.380

Maclosky, Tomas

Thinked in detail, let me go back to the detail down here.

0:41:1.910 ‐‐> 0:41:2.690

Tommy Dunn

He passed.

0:41:3.450 ‐‐> 0:41:5.490

Maclosky, Tomas

There there I think this one here.

0:41:6.440 ‐‐> 0:41:7.850

Maclosky, Tomas

Relates to the end.

0:41:9.0 ‐‐> 0:41:14.90

Maclosky, Tomas

So we've simplified the detail here, although we're still looking for that.

0:41:15.320 ‐‐> 0:41:15.770

Maclosky, Tomas

Ah.

0:41:18.710 ‐‐> 0:41:42.400

You're not limited per se to getting close to the actual structure itself, but I mean we don't have any real possibility of impacting the location of that overhead line. So that's we've tried to make the the configuration of the structure a little bit more simple to be able to account for that.

0:41:43.860 ‐‐> 0:41:44.560

Maclosky, Tomas

I mean, that's the.

0:41:43.990 ‐‐> 0:41:50.820

Tommy Dunn

Well, these are rather large. These are rather large stones. You're gonna have to be able to get up to it at some.

0:41:53.200 ‐‐> 0:41:55.580

Tommy Dunn

Some close proximity just to place them.

0:41:56.30 ‐‐> 0:41:56.460

Maclosky, Tomas

Right.

0:41:56.350 ‐‐> 0:41:57.0

Tommy Dunn

So.

0:41:58.80 ‐‐> 0:42:3.430

Tommy Dunn

Without having a dredged channel, how would one even begin to do that?

0:42:5.80 ‐‐> 0:42:6.830

Tommy Dunn

Underneath the power line at that.

0:42:8.430 ‐‐> 0:42:9.260

Maclosky, Tomas

Umm.

0:42:11.80 ‐‐> 0:42:11.580

Maclosky, Tomas

I think.

0:42:10.800 ‐‐> 0:42:16.450

Tommy Dunn

We're limited by getting could the end of this thing be stopped short of the power line?

0:42:20.270 ‐‐> 0:42:21.60

Hughes, Guy D

Tom, can I?

0:42:20.160 ‐‐> 0:42:26.210

I think we'd probably have to look at that during construction. I think for for our purposes here.

0:42:30.790 ‐‐> 0:42:31.220

Tommy Dunn

Yes.

0:42:27.310 ‐‐> 0:42:33.400

Maclosky, Tomas

And if you want to submit that as a question and give me a chance to look at it a little bit in more in depth.

0:42:35.300 ‐‐> 0:42:47.560

Maclosky, Tomas

I think that would probably be that would be helpful for me to do that. I don't recall off the top of my head what the height of the power line is, but we did, we did look at that during design. So it should be possible to do this.

0:42:48.660 ‐‐> 0:42:50.290

Tommy Dunn

I I don't cheat 4.

0:42:51.300 ‐‐> 0:42:56.340

Tommy Dunn

You have access points to the two different sections.

0:42:57.870 ‐‐> 0:43:1.400

Tommy Dunn

On the north and the central the center part.

0:43:5.860 ‐‐> 0:43:6.160

Maclosky, Tomas

Good.

0:43:2.270 ‐‐> 0:43:10.470

Tommy Dunn

Well, sheet 4, you have two dressed access points. However you have no dressed access point to get to the southern boast end.

0:43:11.970 ‐‐> 0:43:12.590

Maclosky, Tomas

I think.

0:43:11.600 ‐‐> 0:43:12.730

Is that an oversight?

0:43:13.490 ‐‐> 0:43:15.580

No, I think this area is deeper.

0:43:17.490 ‐‐> 0:43:30.630

Maclosky, Tomas

We can look at sheet 9 and 10 and I think that was the as you get closer as you go north or that gets more shallow and in this zone, I believe it was deeper and that's why we did that.

0:43:31.800 ‐‐> 0:43:32.120

Tommy Dunn

OK.

0:43:32.910 ‐‐> 0:43:54.460

Maclosky, Tomas

So yeah, you're in your 6th and fives, whereas in the other side it's a lot, a lot more shallow. But we wanted to try to consolidate the access points, cause at some point you need to pick where you're going to come in and coming in for any particular point is gonna probably make it more challenging to be efficient in building the structure itself.

0:43:57.420 ‐‐> 0:44:3.530

Tommy Dunn

Are we limited to the access point shown on the drawings or can we add another access point?

0:44:4.280 ‐‐> 0:44:5.820

Tommy Dunn

For our purpose.

0:44:6.840 ‐‐> 0:44:10.800

Maclosky, Tomas

I'd say for the purposes of pricing use what's shown on the plans.

0:44:26.720 ‐‐> 0:44:27.0

Tommy Dunn

Yes.

0:44:13.720 ‐‐> 0:44:27.710

Maclosky, Tomas

If, if if it gets to the possibility where we have an additional, we could talk about that. But I think that also starts to talk into the permitting and this is what we have permitted. So we may need to be sticking to this.

0:44:29.220 ‐‐> 0:44:29.580

Tommy Dunn

Alright.

0:44:28.980 ‐‐> 0:44:30.810

I'd I'd price it for what you see.

0:44:32.410 ‐‐> 0:44:58.500

On the on the bottom of all of these breakwaters where it's lightweight or are the heavy stone or the filter stoned? Any and all it showing it the stone imbedded in a plus or minus 1 foot depth is the intention to dredge this prior to placement of the stone, or is that the anticipated settlement?

0:45:0.300 ‐‐> 0:45:5.170

Maclosky, Tomas

I think the only dredging that we're showing on the plan is the channel to access to where it's being placed.

0:45:5.960 ‐‐> 0:45:7.910

Tommy Dunn

Can you go to one of the cut sections please?

0:45:8.820 ‐‐> 0:45:9.270

Maclosky, Tomas

Sure.

0:45:19.610 ‐‐> 0:45:26.120

Tommy Dunn

All right at the bottom of this thing is showing the filter stone or the.

0:45:27.10 ‐‐> 0:45:35.60

Tommy Dunn

I can't read the print there. The bedding stone is showing a 1 foot plus or minus 1 foot depth.

0:45:37.920 ‐‐> 0:45:42.440

Tommy Dunn

It's this. After placing the stone, you anticipate that much settlement.

0:45:43.440 ‐‐> 0:45:49.560

Tommy Dunn

Are are we required to physically dredge that one foot depth to place the stone?

0:45:53.640 ‐‐> 0:45:54.490

Maclosky, Tomas

Speed.

0:45:58.880 ‐‐> 0:46:0.910

Maclosky, Tomas

I would submit that as a question as well.

0:46:1.760 ‐‐> 0:46:10.450

Maclosky, Tomas

I mean, I think again, you know conceptually the the dredging was to be limited to where you're accessing.

0:46:11.450 ‐‐> 0:46:17.310

And not get into a lot of dredging for the actual structure itself. So from that standpoint.

0:46:18.420 ‐‐> 0:46:23.230

Maclosky, Tomas

That settlement is integrated into the design itself, but.

0:46:23.680 ‐‐> 0:46:24.120

Tommy Dunn

OK.

0:46:24.90 ‐‐> 0:46:37.730

Maclosky, Tomas

Submit the question and we can get you a. We can have access. We have access to our designers that weren't on and that would probably be a question I'd wanna double check with them before I give you a a definitive on on this.

0:46:38.910 ‐‐> 0:46:46.740

Tommy Dunn

Understand. Also on the same section as settlement plates, we have a combination of geogrid composite.

0:46:47.610 ‐‐> 0:46:48.410

Tommy Dunn

And other.

0:46:48.490 ‐‐> 0:46:50.700

Tommy Dunn

Geotextile fabrics.

0:46:51.460 ‐‐> 0:46:59.490

Tommy Dunn

Uh, is this settlement plate to set on the undisturbed bottom, or does it set on top of the Geo grid?

0:47:2.570 ‐‐> 0:47:6.100

Maclosky, Tomas

I would think that you would probably put it on the top of the geogrid.

0:47:7.660 ‐‐> 0:47:9.700

Tommy Dunn

OK, we'll submit that as a question.

0:47:7.690 ‐‐> 0:47:14.600

Maclosky, Tomas

But again, that's that. Yeah, that's that would be that would that gives me a a little bit of time to to go back and look at that.

0:47:16.120 ‐‐> 0:47:16.430

Right.

0:47:35.840 ‐‐> 0:47:38.160

Maclosky, Tomas

OK. What other questions do folks have?

0:47:58.900 ‐‐> 0:47:59.550

Maclosky, Tomas

Anything.

0:48:8.200 ‐‐> 0:48:8.610

Maclosky, Tomas

Sure.

0:48:5.690 ‐‐> 0:48:14.910

Tommy Dunn

I have I have one final question in this. In these specifications where it talks about the mandatory pre bid.

0:48:15.740 ‐‐> 0:48:28.210

Tommy Dunn

Uh, hey, the prebid. It says mandatory prebid it says be provided in the advertisement of bids a table it's this virtual a mandatory or non mandatory.

0:48:29.390 ‐‐> 0:48:34.120

Maclosky, Tomas

Is this meeting here a mandatory or not mandatory? Is that the question?

0:48:34.460 ‐‐> 0:48:34.970

Tommy Dunn

Yes.

0:48:37.820 ‐‐> 0:48:39.630

Maclosky, Tomas

I don't know, Shelly, I think.

0:48:40.730 ‐‐> 0:48:41.220

Maclosky, Tomas

It's.

0:48:41.50 ‐‐> 0:48:44.550

Murphy, Shellie A

It it it is a non mandatory site visit.

0:48:46.170 ‐‐> 0:48:46.480

OK.

0:48:47.160 ‐‐> 0:48:51.430

Originally we had planned to have this in person.

0:48:52.510 ‐‐> 0:48:55.290

Maclosky, Tomas

But COVID changed quite a bit so.

0:48:55.360 ‐‐> 0:49:15.140

Maclosky, Tomas

So to be able to to still have the meeting and have a range of people participate from various locations across the country, the that we decided to do the virtual just because of COVID and the a lot of the development of the documents occurred.

0:49:16.540 ‐‐> 0:49:29.990

Maclosky, Tomas

Before that COVID event happened, so there may be a discrepancy or two that's indicated in the specification. So if you see that submitted as a question and we can, we can get you guys a clarification.

0:49:39.930 ‐‐> 0:49:41.40

Lupidi, Zaira S

July you had a question?

0:49:41.730 ‐‐> 0:49:53.640

Whitbeck, Julie L

Thank you. This is Julie. The the park. See Cologist, I just wanted to bring up as an aside that one of the elements of this being a deep water horizon natural resource.

0:49:54.980 ‐‐> 0:49:56.560

Whitbeck, Julie L

Damage assessment project.

0:49:57.410 ‐‐> 0:49:58.380

Whitbeck, Julie L

Is that it?

0:49:59.570 ‐‐> 0:50:0.750

Whitbeck, Julie L

There's a required.

0:50:1.470 ‐‐> 0:50:5.0

Whitbeck, Julie L

Monitoring and adaptive management component of that project.

0:50:5.890 ‐‐> 0:50:15.880

Whitbeck, Julie L

And the National Park Service is already under contract with another, with a contractor who's providing outcomes monitoring.

0:50:16.520 ‐‐> 0:50:16.960

Whitbeck, Julie L

And.

0:50:17.870 ‐‐> 0:50:25.650

Whitbeck, Julie L

Serving that, implementing the monitoring and adaptive management plan for this project. So at a few points there will be.

0:50:26.330 ‐‐> 0:50:36.300

Whitbeck, Julie L

Important coordination between the construction contractor and that what we call Mam. Plan contractor. Thank you.

0:50:46.330 ‐‐> 0:50:47.510

Maclosky, Tomas

OK. Thank you, Julie.

0:50:48.410 ‐‐> 0:50:50.410

Maclosky, Tomas

Any any additional questions?

0:50:57.830 ‐‐> 0:50:59.220

Lupidi, Zaira S

Did you have a question?

0:51:2.760 ‐‐> 0:51:10.650

Hughes, Guy D

Just say condition so in in regard to the southern tie in and the power line.

0:51:11.430 ‐‐> 0:51:15.10

Hughes, Guy D

Entergy has removed the power line.

0:51:16.230 ‐‐> 0:51:18.440

Hughes, Guy D

And they're in the process of.

0:51:21.190 ‐‐> 0:51:27.320

Hughes, Guy D

They're going to demolish the tower that's nearby, where we're where we're tying in.

0:51:28.230 ‐‐> 0:51:35.430

Hughes, Guy D

And place another tower sort of to the West.

0:51:36.550 ‐‐> 0:51:40.760

Northwest of that location, not in the project area.

0:51:41.480 ‐‐> 0:51:47.460

But just for that question, that power line has already been cut and removed.

0:51:49.560 ‐‐> 0:51:50.490

Maclosky, Tomas

This way here.

0:51:49.290 ‐‐> 0:51:52.320

Hughes, Guy D

And I believe Tom, yeah, which is just.

0:51:57.650 ‐‐> 0:51:58.10

Maclosky, Tomas

Yeah.

0:51:53.150 ‐‐> 0:52:1.520

Hughes, Guy D

Kind of in the very middle of that hatched area, there's a lattice tower that that was mentioned.

0:52:2.480 ‐‐> 0:52:4.610

Hughes, Guy D

The wires not I mean it.

0:52:6.60 ‐‐> 0:52:6.870

Maclosky, Tomas

That's gone.

0:52:5.880 ‐‐> 0:52:28.290

Hughes, Guy D

It may be it may be down on the north side of the tower there might be some wire there, but it's cut from going across the channel. And I I believe we had talked about doing end over end construction into that area, but I don't, I won't say anymore but that power line is not.

0:52:29.0 ‐‐> 0:52:29.700

Maclosky, Tomas

It's gone.

0:52:28.680 ‐‐> 0:52:37.430

Hughes, Guy D

Umm, it's not live and and we'd still be something to consult about, but anyway that's that's just I just wanted to add that to that question.

0:52:38.300 ‐‐> 0:52:41.490

No, that helps tremendously. That simplifies it quite a bit.

0:52:43.560 ‐‐> 0:52:49.470

So, but as far as you know, guy, the line is gone, so there's only the tower itself at this point.

0:52:51.140 ‐‐> 0:52:51.780

Maclosky, Tomas

Is that correct?

0:52:51.890 ‐‐> 0:53:0.380

Hughes, Guy D

Correct, correct. And there there will be. You know, again, I don't know the exact timeline we're doing a.

0:53:1.690 ‐‐> 0:53:3.220

Hughes, Guy D

Environmental assessment.

0:53:3.910 ‐‐> 0:53:6.510

Hughes, Guy D

That's coming out with uh for Entergy.

0:53:7.80 ‐‐> 0:53:7.570

Maclosky, Tomas

Sure.

0:53:7.270 ‐‐> 0:53:11.370

Hughes, Guy D

But that just just so you know that plan, I don't have the schedule.

0:53:12.520 ‐‐> 0:53:13.900

Hughes, Guy D

Yet but that.

0:53:14.720 ‐‐> 0:53:20.750

Hughes, Guy D

Just just in terms, yes, in terms of the power line, it's not live and it's not across.

0:53:20.870 ‐‐> 0:53:24.60

Hughes, Guy D

Umm, the waterway? It doesn't go South.

0:53:25.200 ‐‐> 0:53:25.670

Hughes, Guy D

Uh.

0:53…