WEBVTT

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 Good morning, and welcome to the regularly scheduled meeting of the Denton Public Utility

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 Board.

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 Today is Monday, December 15, and it is 9.03 a.m.

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 Our first item on our agenda is presentations from members of the public.

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 Are there any presentations?

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 Seeing none, we will move on to the consent agenda.

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 Would any member like to pull an item for discussion?

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 Chair would entertain a motion for approval of the consent agenda.

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 Mr. Newquist moved, I think Susan seconds.

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 We have a motion and a second, all in favor say aye.

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 Motion carries unanimously.

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 Moving on to items for individual consideration, our first item for individual consideration

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 is approval of the October 27th minutes.

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 We have a motion for approval and a second.

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 All in favor say aye.

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 Motion carries unanimously.

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 Next item is approval of the November 17th minutes.

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 I think it was declaring that we did not have quorum.

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 We have a motion from Mr. Rayner, second from Mr. Rybeck.

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 All in favor say aye.

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 Motion passes unanimously.

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 Our next item for individual consideration, I believe we have a discussion on competitive

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 matters that will happen in closed session on this item so we will delay item C regarding

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 TCRF large load costs until after we go to closed session after the work session.

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 So moving on to item D for individual consideration, we have a recommending adoption of an ordinance

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 for the City of Denton with integrated power for transmission line construction and maintenance

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 for $67,990,000.

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 >> Good morning.

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 Mark Zimmer, DME engineering.

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 For your consideration this morning is a contract for electric transmission line construction

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 services.

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 DME has many CIP projects that require transmission line construction services which include constructing

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 transmission foundation, erecting steel towers, installing transmission conductor.

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 This contract will be used for these services also used for emergency services.

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 On this slide is listing of the CIP projects used to develop the contract amount for the

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 next five years.

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 These projects are grouped by DME, TMPA, and TxDOT.

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 The costs for the projects listed as DME will be recovered through the TCO system.

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 The projects listed as TMPA and TxDOT will be reimbursable by those agencies.

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 DME developed an RFP to solicit for these services and three proposals were received.

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 The proposals were evaluated for safety, quality, schedule, and price.

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 Integrated power evaluated the highest.

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 Based on the results of the RFP, integrated power company received the highest evaluated

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 score and lowest overall price.

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 Staff recommends approval of an agreement with integrated power company for transmission

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 line construction services in an amount not to exceed $67,990.

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 As a reminder DME is not obligated to spend any amount under this contract and the majority

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 of this total will be recoverable through TCO or through reimbursable measures.

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 Excuse me, you mentioned the majority would be recovered.

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 Do you have kind of a broad range of percentage of what that would be?

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 The piece that won't be recoverable is any distribution cost associated with this.

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 In some cases there's distribution installed on these transmission lines and so any work

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 for that won't be recoverable, but everything else will.

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 It's probably like a 90/10 split, something like that.

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 I'm sorry, say again?

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 90/10, 90%, 90%.

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 That's very high.

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 Thank you.

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 Yes, sir.

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 Could you go back to the project slide, slide I think three?

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 So obviously these numbers add up to that $67 million.

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 In the next five years, in the last five years we've seen significant inflation in capital

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 costs.

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 Yes, sir.

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 Do these numbers include any kind of expected increase in cost for year four, year five?

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 They do, yes sir, and the contract also allows for the escalation that we'll work through

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 with the purchasing department if that comes up.

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 Is there any other questions on the audit?

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 On the cost proposal, there's a big difference in the pricing.

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 Are we concerned about that at all?

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 Not typically.

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 The two other proposals that we received are very large companies and we typically see

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 just large prices from those.

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 Senator would entertain a motion for approval and a second.

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 All in favor say aye.

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 Any opposed, sign the same.

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 Motion carries unanimously.

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 Our next order of business is consider recommending adoption of an ordinance with the City of

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 Denton and Stewart C. Irby Company for the purchase of high voltage circuit breakers

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 for $22,257,824.

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 Yes sir, very consideration as a multi-year contract for purchase of high voltage circuit

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 breakers for DME CIP projects.

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 High voltage circuit breakers are used in all DME substations to interrupt the flow of fault

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 current typically caused by lightning, lightning strikes on power lines, animals, failed equipment,

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 and other causes.

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 Circuit breakers are required equipment in our substations.

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 They limit the damage caused by fault current or needed to isolate equipment for outages

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 and maintenance purposes.

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 This slide shows typical lead times of two to four years for this type of equipment for

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 domestically manufactured high voltage circuit breakers.

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 This kind of indicates the level of planning that's required to complete our projects on

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 time and that's why this slide is being included.

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 DME developed an RFP to solicit a unit cost contract to purchase high voltage circuit

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 breakers from two domestic manufacturers.

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 Two proposals were received and Stewart Irby Company was evaluated the highest mainly due

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 to cost.

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 On this slide is a listing of the types of circuit breakers and maximum quantities that

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 DME plans to purchase under this contract and of course this contract doesn't require

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 any minimum purchase, purchase orders will be issued as as needed for each project.

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 Staff recommends approval and agreement with Stewart Irby for the purchase of high voltage

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 circuit breakers and not to exceed amount of $22,257,824.

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 Question, have we used them before?

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 Yes sir.

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 And what is the history with that?

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 How often do we, I know you said two to four year lead so are they a long standing company

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 we've used for the past ten years, fifteen, whatever?

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 Yes sir.

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 We've purchased, Stewart Irby is the distributor and the manufacturer is Siemens.

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 We've used Siemens breakers for as far as I know at least 20 years.

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 Good quality breakers made in Mississippi I believe.

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 So yes, haven't had any issues with them.

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 Thank you.

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 Yes sir.

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 I'm curious the total quantity of like 50 or so total breakers are those, is that all

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 new expansion or does that include replacement of end of service equipment?

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 It's all new, yeah.

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 So most of the circuit breakers in our system are less than 20 years old now because we've

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 done so many projects over the last 20 years.

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 The existing circuit breakers are fairly new and don't need to be replaced.

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 So this is all kind of all new transmission system.

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 That's right.

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 Yes sir.

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 Thank you.

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 Any further questions?

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 Just personal curiosity question, when you showed the cost of the different types of

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 breakers you could go back to that.

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 I noticed that the 345 kV circuit breakers were worth about three times as much as the

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 138 kV.

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 So I'm just curious, I realize it's much higher voltage potential.

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 So is there something different about those breakers that makes them more expensive?

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 They're physically very large breakers.

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 And also a difference is the 138 kV breakers are assembled together in one assembly.

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 These 345 kV breakers are three individual separate assemblies.

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 Are these all gas filled breakers?

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 They are SF6 gas filled breakers.

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 Thank you.

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 Any other questions?

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 We have a motion for approval and a second from Mr. Ryback.

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 All in favor say aye.

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 Aye.

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 Any opposed?

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 Sign the same.

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 The motion carries unanimously.

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 And now we move on to management reports.

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 Good morning Chair and PB members.

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 You have in your packet several memos.

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 I'm here to entertain we have staff here if you have any questions regarding those memorandums.

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 I don't have a question, but I'm having a little trouble hearing you.

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 I wondered if you could speak.

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 Is that better?

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 A little better.

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 Thank you.

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 All right.

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 I'll get a little closer.

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 I'm soft spoken.

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 So no questions on the memos.

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 The only thing I have for the future PB items is I guess on January 12th we're going to

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 receive motions and hold elections for the Chair and Vice Chair and Secretary positions.

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 That's on the schedule.

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 I did have a question on the first item.

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 So I don't recall having seen one of these before, where everything was just moved directly

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 to the council.

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 I'm curious if this is something that is normal procedure or out of the ordinary?

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 That we move the items directly to council?

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 Is that what you're asking?

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 Yes.

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 Yeah, the PUB there wasn't a quorum and we needed we had deadlines that we had to meet.

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 So we took the items all to council for approval and then we were coming back to update the

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 board on the results of that.

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 Okay.

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 I was just curious.

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 I just don't remember seeing one of these before.

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 It happens very rarely.

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 We have done it in the past when I was chair.

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 We did it a couple of times and it was the same thing because we didn't have a quorum

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 and they can't hold up buying stuff.

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 I understand the mechanics of it.

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 I was just curious.

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 I hadn't recalled seeing one of these on my time on the board.

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 I believe we had one over the holidays last year too where we didn't have meetings because

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 of the holiday schedule and then there were some urgent things that had to be purchased

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 by December 31st.

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 That's correct.

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 If there are no further questions on management reports, we can move on to our work session.

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 Leave a report and hold a discussion regarding the updates to the City of Denton Design Criteria

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 Manual.

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 Good morning.

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 I'm Mike Linder, a drainage engineer and I'm here to speak with you about some proposed

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 updates to the City of Denton Design Criteria Manual.

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 Just a brief overview of what we're going to cover today.

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 We're going to look at our public outreach plan, go over some background of what the

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 design criteria manuals are, how they're used within the city, we'll highlight some of the

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 more significant updates from each section of the manual and discuss our next steps.

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 Now the design criteria manual is an extremely technical document and it touches on a wide

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 variety of topics so we do have our subject matter experts here on hand to answer any

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 questions that you may have that I may not be able to address.

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 So our public outreach plan, as you can see, it's fairly extensive just due to the wide

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 variety of projects, both city capital projects and private development projects that are

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 impacted by this document.

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 It's always a big push to get the information out there and solicit any comments or feedback.

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 We kick this off in September by letting the development community, putting them on notice

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 that these updates were coming, published a draft of the proposed updates online in October

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 and we give various presentations both to the development community and other professional

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 organizations and bring it before the city, before the various boards and commissions.

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 We're currently anticipating a public hearing mid-January with an effective date of February

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 1st, 2026.

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 Some background on kind of how we do this, the process of updating the manuals.

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 Again, since this is a really technical document that touches on a lot of different departments,

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 we bring those subject matter experts together to review the document and review all the

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 comments that have been collected since the previous updates both from internal stakeholders

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 and people outside of the organization and create an initial internal draft of that document

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 that we then work with the larger group, send it out to all the department heads for them

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 to disseminate to their staff, have a series of in-person meetings to review all the changes,

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 make sure everybody's on board, that there's no conflicts before we arrive at a final internal

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 draft that's then posted online, shared with the public, brought before the various boards

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 and commissions, again, with ultimate adoption anticipated in February 1st.

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 So just some context on kind of what this manual is, how it's used in the city.

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 The city actually has a number of governing documents, and there's an established hierarchy

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 to these.

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 Honestly, probably the top governing document that's not published on this slide would be

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 the 2040 comprehensive plan that's kind of the overall guiding the direction of the city

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 and the aspirations of the direction the city wants to go.

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 Underneath that is the debt and development code, which lays out policies and procedures

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 for zoning and subdivision regulations.

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 It's a planning level document.

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 Below that is the design criteria manual, what we're discussing today, which is a technical

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 engineering resource that lays out the appropriate design methodologies to be used for public

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 infrastructure.

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 Underneath that are the construction specifications, which discuss appropriate construction methodologies,

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 how to actually build what's been designed, and then lastly we have the standard details,

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 which actually provide detailed depictions of infrastructure to be constructed.

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 So these all touch on projects at a different point in their life cycle, and they all kind

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 of work together.

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 So we'll cover some of the more significant updates from the different sections in the

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 manual.

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 Solid waste, we only had one significant update, and that was some additional guidance on the

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 design of side load enclosures, just for sites that have particular constraints and don't

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 allow for a more typical front load enclosure.

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 On the storm water section we're proposing to allow a new pipe material, polypropylene.

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 Currently the only approved pipe material in the storm water system is reinforced concrete,

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 and we've received a lot of questions and comments for several years on why are no alternate

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 materials allowed.

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 City staff conducted an investigation over approximately a year where we met with various

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 vendors, coordinated with other cities, spoke with their staff, kind of got feedback from

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 them and their experiences, visited multiple construction sites in the area, saw other

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 materials being used, and we're confident that polypropylene has appropriate applications

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 throughout the city and will help lower prices.

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 So we're proposing that that be a new allowed material.

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 We're also proposing to require that larger developments, disturbing greater than an acre,

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 remove a majority of suspended sediment from the storm water before it leaves their site.

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 This is currently included in the manual just as a recommendation.

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 We're proposing to make it a requirement.

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 That offers several benefits, one, if that sediment is removed on site before it enters

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 the public system, that's not pushing the cost of cleaning once that sediment settles

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 out in our culverts, our pipes, our channels.

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 It doesn't become -- it doesn't add to the public maintenance cost.

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 There's also regulatory pressures.

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 This is currently a requirement from the EPA in other states.

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 We have a storm water discharge permit, our MS4 permit.

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 We fully expect that that requirement will come to Texas in the future.

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 So it's coming to us one way or another, and this allows us to get ahead of it and get

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 the development community used to these practices.

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 We also believe it will result in smaller overall detention ponds by kind of separating

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 out that flood control from the water treatment aspect of it and result in more developable

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 land for developments.

00:19:07.280 --> 00:19:13.400
 >> Excuse me, I have a question before you move on.

00:19:13.400 --> 00:19:14.400
 >> Absolutely.

00:19:14.400 --> 00:19:21.720
 >> Do you have a polypropylene pipe in place of the concrete drainage piping?

00:19:21.720 --> 00:19:25.040
 Does it have the strength to hold up the ground over it?

00:19:25.040 --> 00:19:26.040
 >> It does.

00:19:26.040 --> 00:19:31.240
 It is a rigid material, and there was some apprehension among staff because of experiences

00:19:31.240 --> 00:19:39.280
 in the past with HDPE pipe, but polypropylene is much more rigid than HDPE, does have a

00:19:39.280 --> 00:19:42.160
 structural component to it.

00:19:42.160 --> 00:19:43.880
 There's other advantages to it as well.

00:19:43.880 --> 00:19:50.280
 >> Well, I've seen them used many times on kind of drive-outs from ranch property.

00:19:50.280 --> 00:19:57.680
 You know, there's a gate on cover over the drain line there, and they just use the concrete

00:19:57.680 --> 00:20:01.160
 piping essentially to hold that up and get the drainage through.

00:20:01.160 --> 00:20:04.640
 Will the polypropylene do that as well, or would they be forced to put in a culvert,

00:20:04.640 --> 00:20:08.120
 or how are they going to do that?

00:20:08.120 --> 00:20:15.760
 >> The specifications would offer more detail on where it's appropriate to use.

00:20:15.760 --> 00:20:20.000
 Similar to a concrete pipe, there's going to be, you know, minimum cover and higher

00:20:20.000 --> 00:20:24.720
 class of the pipe based on that cover and anticipated loads, so if there's, you know,

00:20:24.720 --> 00:20:28.080
 very little cover or they're just dumping some flex space over it for something like

00:20:28.080 --> 00:20:32.620
 a driveway, then it may not be appropriate in that circumstance, but we're proposing

00:20:32.620 --> 00:20:35.760
 to open it up for cases where it would be appropriate to use.

00:20:35.760 --> 00:20:38.400
 >> So you're not recommending it in all cases, just most?

00:20:38.400 --> 00:20:39.400
 >> No.

00:20:39.400 --> 00:20:40.400
 Yeah, absolutely.

00:20:40.400 --> 00:20:41.400
 It wouldn't be a one for one.

00:20:41.400 --> 00:20:45.360
 It would still have to, you know, dependent on the manufacturer's recommendations and

00:20:45.360 --> 00:20:50.560
 the city specifications on when it would be appropriate to use.

00:20:50.560 --> 00:20:52.520
 >> Thank you.

00:20:52.520 --> 00:20:54.000
 >> Absolutely.

00:20:54.000 --> 00:21:00.480
 On the transportation section of the manual, we've added or proposing to add a new roadway

00:21:00.480 --> 00:21:09.000
 classification, the major collector also providing some additional guidance in school areas.

00:21:09.000 --> 00:21:14.320
 We're proposing to remove the bike ped traffic impact analysis section from the manual.

00:21:14.320 --> 00:21:17.840
 Not that this isn't being evaluated or looked at anymore.

00:21:17.840 --> 00:21:25.000
 There's kind of been a separate process of TIA scoping meetings that have happened with

00:21:25.000 --> 00:21:31.240
 or has been developed where staff works with the developers on a much more individual basis

00:21:31.240 --> 00:21:35.120
 where they look at what's appropriate for that site.

00:21:35.120 --> 00:21:41.280
 So not painting with as broad of a brush as putting in the criteria manual and necessarily

00:21:41.280 --> 00:21:46.680
 a blanket requirement so that's being looked at through a separate process.

00:21:46.680 --> 00:21:51.480
 Also offered some updates on allowable traffic calming measures and some updates to the on

00:21:51.480 --> 00:21:56.520
 street parking requirements.

00:21:56.520 --> 00:22:01.640
 There's some large changes in the structure of the water/wastewater manual, kind of just

00:22:01.640 --> 00:22:08.440
 reorganizing the information to make it more digestible, improve readability and hopefully

00:22:08.440 --> 00:22:14.880
 result in better comprehension from developers and people that are referencing the manual.

00:22:14.880 --> 00:22:21.040
 On the requirements, we're proposing to require geotechnical studies and cathodic protection

00:22:21.040 --> 00:22:22.040
 where appropriate.

00:22:22.040 --> 00:22:27.000
 This is just due to corrosive soils that we have in the area that if they're not identified

00:22:27.000 --> 00:22:33.320
 can significantly reduce the lifespan of metal pipe, cast iron pipe.

00:22:33.320 --> 00:22:38.520
 So doing these geotechnical investigations helps us identify if those soils are present

00:22:38.520 --> 00:22:43.760
 and if they are require cathodic protection to extend the life of that asset.

00:22:43.760 --> 00:22:49.520
 We're also proposing some updates to lift station requirements to result in better site

00:22:49.520 --> 00:22:53.560
 planning for those.

00:22:53.560 --> 00:22:58.640
 On the street light section, we've added a new style of poll as well as clarified the

00:22:58.640 --> 00:23:04.640
 process by which people can request street lighting be removed or added in a particular

00:23:04.640 --> 00:23:08.400
 area.

00:23:08.400 --> 00:23:14.200
 A new section that we're proposing to add under this manual speaks specifically to environmentally

00:23:14.200 --> 00:23:16.160
 sensitive areas.

00:23:16.160 --> 00:23:22.200
 This is kind of a consolidation of institutional knowledge that staff provides this guidance

00:23:22.200 --> 00:23:28.840
 to developers when they come in, but adding this section will help applicants understand

00:23:28.840 --> 00:23:34.920
 how to identify these areas and how to design for them.

00:23:34.920 --> 00:23:35.920
 Next steps.

00:23:35.920 --> 00:23:40.440
 Later this week we're going to be giving a similar presentation to mobility committee.

00:23:40.440 --> 00:23:45.360
 We've got a public hearing scheduled for mid January and I anticipated effective date of

00:23:45.360 --> 00:23:51.960
 February 1, 2026 and I'll stand for any questions.

00:23:51.960 --> 00:23:54.560
 Could you go back to page 8 for me?

00:23:54.560 --> 00:23:55.560
 Absolutely.

00:23:55.560 --> 00:24:00.160
 I'm intrigued with traffic calming.

00:24:00.160 --> 00:24:06.240
 Is that going to be gas injected into cars to keep people happy or is it going to be

00:24:06.240 --> 00:24:07.620
 shooting out tires?

00:24:07.620 --> 00:24:10.040
 What is your suggestion on that?

00:24:10.040 --> 00:24:18.040
 So traffic calming, the updates clarify the allowed measures.

00:24:18.040 --> 00:24:23.840
 We currently don't allow any vertical traffic calming measures, so things like speed bumps

00:24:23.840 --> 00:24:28.960
 because of the effect it has on emergency response vehicles, slowing response time,

00:24:28.960 --> 00:24:30.760
 damaging equipment.

00:24:30.760 --> 00:24:38.440
 But we do allow for horizontal traffic calming, so things like chicanes would be an example

00:24:38.440 --> 00:24:40.920
 of that.

00:24:40.920 --> 00:24:44.880
 So it has nothing to do with stacking traffic or anything of that nature?

00:24:44.880 --> 00:24:53.040
 No, it's just to control speeds, to encourage driver attentiveness and to have them driving

00:24:53.040 --> 00:24:55.240
 at appropriate speed in an area.

00:24:55.240 --> 00:24:56.240
 Great.

00:24:56.240 --> 00:24:57.240
 Could we go to page 9?

00:24:57.240 --> 00:24:58.240
 Yes, sir.

00:24:58.240 --> 00:25:00.760
 May I continue?

00:25:00.760 --> 00:25:09.440
 I'm just asking, at one time when we pulled up to look at wastewater and water on our

00:25:09.440 --> 00:25:13.400
 maps and such, they had measurements, they showed where the pipes were and such.

00:25:13.400 --> 00:25:18.200
 That's no longer a process, it's being practiced, is that correct?

00:25:18.200 --> 00:25:23.360
 I believe that has been removed from our public facing maps for security reasons.

00:25:23.360 --> 00:25:31.200
 Yes, I was intrigued with the security reasons for that to be removed from the public view.

00:25:31.200 --> 00:25:35.280
 I've had many people inquire about it and I thought this might be an opportune time

00:25:35.280 --> 00:25:38.200
 to at least say that I asked the question.

00:25:38.200 --> 00:25:41.880
 Absolutely, and I apologize, I'm afraid I can't speak to that.

00:25:41.880 --> 00:25:47.480
 I believe that's a decision that's made by the individual utilities.

00:25:47.480 --> 00:25:56.520
 Yes, it was made by the individual utility and we also created a layer for the development

00:25:56.520 --> 00:25:58.800
 community to where they can put in a request.

00:25:58.800 --> 00:26:05.320
 What was happening is that our entire distribution and collection system was exposed externally

00:26:05.320 --> 00:26:09.720
 and we view that as a vulnerability when we do our hazard and vulnerability assessments.

00:26:09.720 --> 00:26:15.320
 So in order to control that, we removed it from being publicly facing and created a mechanism

00:26:15.320 --> 00:26:23.960
 for the developers to engage with our development services team to get the information that they require.

00:26:23.960 --> 00:26:30.400
 >> And so is that only during the pre-design time period or is there an expense, a cost to get that?

00:26:30.400 --> 00:26:31.920
 >> No, there's no cost to get it.

00:26:31.920 --> 00:26:40.520
 And it's for any information, what we would deem as sensitive information regarding our distribution and collection systems.

00:26:40.520 --> 00:26:48.720
 So it's just a different form to request and then it can be given in a timely manner without having to have an additional step taken to.

00:26:48.720 --> 00:26:50.680
 >> That's correct, and they have to demonstrate the need.

00:26:50.680 --> 00:26:55.920
 So if it's a development, here's a vacant parcel, I'm going to develop this, I need to know what's in the area.

00:26:55.920 --> 00:27:00.840
 What's happening is that a developer would come in and they would need information for that specific area and

00:27:00.840 --> 00:27:07.800
 they would get an entire quarter section of the system and that's a vulnerability for us.

00:27:07.800 --> 00:27:09.240
 >> Thank you.

00:27:09.240 --> 00:27:12.520
 We'll go to page 10.

00:27:12.520 --> 00:27:19.760
 On the lighting, you made a comment about with moving lighting, such as in an established area.

00:27:19.760 --> 00:27:23.720
 So if we're in a northeast part of town, we need some new lighting.

00:27:23.720 --> 00:27:29.960
 Will it be similar to the style be similar as existing or will they be brand new Cobra heads?

00:27:29.960 --> 00:27:31.360
 I'll use that as an example.

00:27:31.360 --> 00:27:34.720
 >> I'm going to step aside for that one.

00:27:34.720 --> 00:27:37.520
 >> Aaron Benyon, Denton Municipal Electric.

00:27:37.520 --> 00:27:42.760
 >> So if I understand your question, you're talking about general area lighting?

00:27:42.760 --> 00:27:44.000
 >> Street lighting, yes.

00:27:44.000 --> 00:27:45.560
 >> Okay.

00:27:45.560 --> 00:27:52.280
 So the street light requests right now come from several different avenues.

00:27:52.280 --> 00:27:58.000
 I guess I would say it could be direct emails, 311 or the engaged Denton tickets.

00:27:58.000 --> 00:28:05.040
 And so what we do is we evaluate them based on the engineering criteria that's been set forth.

00:28:05.040 --> 00:28:13.080
 If it meets the national and adopted standards, then there's no technical need for additional street lighting.

00:28:13.080 --> 00:28:13.960
 And we get a lot of that.

00:28:13.960 --> 00:28:22.200
 People say, hey, it's really dark right here and we have to go and look, does it actually meet the standards or does it not?

00:28:22.200 --> 00:28:33.960
 If it's a general area, a long section of a street, that will probably be coordinated with the city's capital improvement projects and teams.

00:28:33.960 --> 00:28:38.440
 Most of what we will address is residential lighting.

00:28:38.440 --> 00:28:40.320
 >> That's what I'm referring to, yes.

00:28:40.320 --> 00:28:46.000
 >> Yeah, and so it's just going to be based on, does it meet the adopted standards?

00:28:46.000 --> 00:28:50.760
 Once we've evaluated it, then we put it into a queue and

00:28:50.760 --> 00:28:56.280
 we rank them based on the engineering need that's been identified.

00:28:56.280 --> 00:29:00.160
 As well as, is this a high crime area?

00:29:00.160 --> 00:29:03.240
 Are there other additional factors that we need to add to it?

00:29:03.240 --> 00:29:07.120
 And then based on that, we have a set budget.

00:29:07.120 --> 00:29:12.640
 And we just work our way down through the list, the highest priorities down to the lower priorities.

00:29:12.640 --> 00:29:13.320
 >> I appreciate that.

00:29:13.320 --> 00:29:22.080
 I guess what I should have said on if replacement of lights are addition, will the cosmetics be similar to the existing or will it not?

00:29:22.080 --> 00:29:23.120
 >> They are very similar.

00:29:23.120 --> 00:29:28.000
 So basically, the new pole that was added matches the,

00:29:28.000 --> 00:29:33.680
 we added about four years ago, residential dark gray kind of shoebox, we call it the shoebox.

00:29:33.680 --> 00:29:36.040
 It's another Cobra head style light.

00:29:36.040 --> 00:29:39.840
 We needed a new pole for the thoroughfares that was taller.

00:29:39.840 --> 00:29:43.720
 And so this is a dark gray metal pole that matches that.

00:29:43.720 --> 00:29:44.680
 >> Okay, thank you.

00:29:44.680 --> 00:29:52.440
 >> Any more questions?

00:29:55.440 --> 00:29:59.440
 I'm curious, what would be an example of a major collector?

00:29:59.440 --> 00:30:07.280
 I know that we have some larger collectors.

00:30:07.280 --> 00:30:10.280
 I'm just curious, so we can picture it in our minds.

00:30:10.280 --> 00:30:11.680
 Is Malone a major collector?

00:30:11.680 --> 00:30:18.080
 >> Good morning, this is Rakibul Alam, I'm the principal transportation planner working at the transportation division.

00:30:18.080 --> 00:30:26.520
 So the major collector, very new concept is it is basically to facilitate the urban areas.

00:30:26.520 --> 00:30:32.880
 So generally, the collector has 65 feet right of way and two lane road.

00:30:32.880 --> 00:30:39.320
 And it has higher connectivity, like the driveway spacing on the collector is 100 feet.

00:30:39.320 --> 00:30:44.400
 On the other hand, the arterial has 110 feet right of way, four lane road.

00:30:44.400 --> 00:30:48.160
 The driveway spacing is more, like 150 feet.

00:30:48.160 --> 00:30:55.640
 So in the urban areas, we're looking something like, because in those areas,

00:30:55.640 --> 00:31:01.400
 there will be more traffic, at the same time there will be more pedestrian movement.

00:31:01.400 --> 00:31:07.600
 So we are trying to get something, some kind of hybrid concept so that we can accommodate both.

00:31:07.600 --> 00:31:13.520
 So the major collector will have the similar right of way like the arterial, 110 feet.

00:31:13.520 --> 00:31:18.200
 But the connectivity will be similar to the collector, like 100 feet.

00:31:18.200 --> 00:31:22.800
 And it will have both bike pad facilities in both sides.

00:31:22.800 --> 00:31:32.840
 So we are, at this point, only one road is considered as a major collector.

00:31:32.840 --> 00:31:37.280
 And we're improving it as like the major collector, the Windsor Road.

00:31:37.280 --> 00:31:43.920
 So in that case, it will have bike lane, pedestrian sidewalk, and

00:31:43.920 --> 00:31:50.280
 it will have both, it will serve both bike on the vehicle and the pedestrian.

00:31:50.280 --> 00:31:57.280
 So in the future, based on some specific areas, we are going to implement that classification.

00:31:57.280 --> 00:31:59.400
 >> Okay, that makes sense.

00:31:59.400 --> 00:32:04.520
 Yeah, so Windsor is an example, and I keep, in your description I was thinking of Malone,

00:32:04.520 --> 00:32:10.400
 because it is three or four lanes, but it is a collector and it has schools and

00:32:10.400 --> 00:32:13.720
 churches and such on it, so lots of bike and pedestrian traffic.

00:32:13.720 --> 00:32:20.040
 >> Yeah, the Windsor Road connection that will pass the future

00:32:20.040 --> 00:32:26.560
 Loop 288 and US 288 connector, that segment will be the major collector.

00:32:26.560 --> 00:32:27.060
 >> Okay.

00:32:29.640 --> 00:32:35.720
 >> So you're saying then with this major connector, it will still be the right of way.

00:32:35.720 --> 00:32:39.200
 Did you say, still be the right of way, the 110 of the arterial?

00:32:39.200 --> 00:32:43.440
 >> Yeah, this right of way will be similar to the 110 of the arterial.

00:32:43.440 --> 00:32:47.840
 >> And with that, you're going to be adding additional lanes for

00:32:47.840 --> 00:32:50.520
 pedestrian bikes, sidewalk, all that's fitting in.

00:32:50.520 --> 00:32:58.760
 So are we thinning the lanes, or how do you put more into that 110?

00:32:58.760 --> 00:33:05.160
 >> So structure, it has three options, basically, major collector.

00:33:05.160 --> 00:33:08.880
 Generally, any rotor classification, we fix the number of the lanes.

00:33:08.880 --> 00:33:15.520
 But in the major collectors, we have two-lane concept, we have three-lane concept, we have four-lane concept.

00:33:15.520 --> 00:33:23.980
 So based on the locality, we are going to implement which will be four-lane road, will be three-lane road, or will be two-lane road.

00:33:23.980 --> 00:33:28.840
 But we're going to ensure that there will be bike lane, and there will be sidewalk on both sides.

00:33:28.840 --> 00:33:31.640
 >> So you might understand my question.

00:33:31.640 --> 00:33:36.520
 I can see how you could fit that into a two-lane or four-lane, but you get a six-lane, I'm intrigued.

00:33:36.520 --> 00:33:37.360
 Am I missing that?

00:33:37.360 --> 00:33:39.680
 >> Well, six-lane becomes, I think, an arterial.

00:33:39.680 --> 00:33:41.160
 An arterial is what we intend.

00:33:41.160 --> 00:33:46.200
 >> That's what I'm curious, so it changes its name then, or classification, is that what they're doing?

00:33:46.200 --> 00:33:49.880
 >> Yeah, I think there's going to be three-

00:33:49.880 --> 00:33:52.000
 >> Three different options under the major collector.

00:33:52.000 --> 00:33:53.000
 >> Okay, all right.

00:33:53.000 --> 00:33:55.060
 >> I just had to hear it from you, I feel better.

00:33:55.060 --> 00:33:56.120
 >> Sorry. >> Okay, good, thank you.

00:33:56.120 --> 00:34:02.640
 Any further questions on the design criteria manuals?

00:34:02.640 --> 00:34:03.140
 >> Thank you.

00:34:03.140 --> 00:34:11.720
 >> I will comment, I like the changes to require the iSwim sedimentation.

00:34:11.720 --> 00:34:17.600
 The iSwim is written by NCTCOG and maintained locally, and

00:34:17.600 --> 00:34:25.760
 tends to be forward thinking, low long-term costs, low impact, all of those things.

00:34:25.760 --> 00:34:32.560
 And so I think it's good that we're kind of moving to match the rest of the Metroplex in those requirements.

00:34:32.560 --> 00:34:39.840
 And if there are no, do we need to make a recommendation, or is this just an update?

00:34:39.840 --> 00:34:43.520
 >> This is just an informational update, an opportunity to provide feedback and ask questions.

00:34:45.440 --> 00:34:49.720
 >> Okay, I think we have all our, is there any more feedback we'd like to give?

00:34:49.720 --> 00:34:51.400
 >> Thank you.

00:34:51.400 --> 00:34:51.960
 >> Thank you.

00:34:51.960 --> 00:34:52.460
 >> Thank you.

00:34:52.460 --> 00:35:02.200
 >> And now, at 9.38 AM,

00:35:02.200 --> 00:35:07.520
 the Public Utilities Board will convene into a closed meeting to deliberate

00:35:07.520 --> 00:35:13.120
 on items set forth in the agenda regarding power utilities, competitive matters.

00:35:13.120 --> 00:35:17.520
 Under Texas Government Code, section 551.086.

00:35:17.520 --> 00:35:25.800
 Well, welcome back to the Public Utilities Board meeting.

00:35:25.800 --> 00:35:32.840
 It is at 9.58, we reconvene from closed session, and no official action was taken.

00:35:32.840 --> 00:35:39.680
 We will now move on to PUB 25-222,

00:35:39.680 --> 00:35:45.200
 item C on our individual consideration agenda, recommending adoption of an ordinance,

00:35:45.200 --> 00:35:51.440
 setting TCRF recovery factors, and add a rate for

00:35:51.440 --> 00:35:55.480
 TCRF large load for transmission cost recovery factor for

00:35:55.480 --> 00:35:59.680
 customers with a point of delivery that meets or exceeds 20 megawatts.

00:35:59.680 --> 00:36:04.320
 >> Good morning, PUB, my name is Melissa Cuevas with DME.

00:36:04.320 --> 00:36:07.080
 And today we have our fourth quarter review for

00:36:07.080 --> 00:36:10.240
 energy cost adjustment and our transmission cost recovery factor.

00:36:10.240 --> 00:36:15.800
 Now this presentation is just informative, there's no action required.

00:36:15.800 --> 00:36:21.800
 We have our energy cost adjustment for our native load set at 0.0462 cents,

00:36:21.800 --> 00:36:24.000
 no changes recommended.

00:36:24.000 --> 00:36:30.680
 Our large load ECA is set at 0.0577 cents per KWH, no changes recommended there.

00:36:30.680 --> 00:36:35.600
 And then our transmission cost recovery factor rates are shown on the screen and

00:36:35.600 --> 00:36:38.560
 no changes are recommended.

00:36:38.560 --> 00:36:42.800
 So this shows our balance forecast for our native load ECA.

00:36:42.800 --> 00:36:46.800
 As long as we maintain that rate of 0.0462 cents,

00:36:46.800 --> 00:36:51.680
 we'll have a balance of $19.6 million by September of 2026.

00:36:51.680 --> 00:36:57.720
 And our TCRF forecasted account balance, as long as we maintain that same rate,

00:36:57.720 --> 00:37:02.360
 it'll be 1.8 million by September of 26.

00:37:02.360 --> 00:37:06.040
 So again, no recommended changes for this.

00:37:06.040 --> 00:37:07.160
 Are there any questions?

00:37:07.160 --> 00:37:10.640
 >> Any questions?

00:37:10.640 --> 00:37:13.960
 Could you return to the TCRF slide?

00:37:13.960 --> 00:37:15.360
 >> Yeah.

00:37:15.360 --> 00:37:21.200
 >> And the reason we're starting at that negative 3.7 million is that we just

00:37:21.200 --> 00:37:24.120
 made all of our TCRF payments at the beginning of the fiscal year?

00:37:24.120 --> 00:37:25.600
 >> Correct, yes, sir.

00:37:25.600 --> 00:37:28.680
 >> And so next year we'll do the same thing, we'll have about a million, six or

00:37:28.680 --> 00:37:30.160
 seven. >> Yes.

00:37:30.160 --> 00:37:31.120
 >> Go to negative balance.

00:37:31.120 --> 00:37:32.720
 >> That's correct.

00:37:32.720 --> 00:37:36.800
 >> And is the goal to keep that going negative every year, or

00:37:36.800 --> 00:37:44.440
 is it to slowly raise that to where we have the TCRF total in fund balance?

00:37:44.440 --> 00:37:49.040
 >> I don't think we're needing to maintain a balance like we are for the ECA,

00:37:49.040 --> 00:37:51.060
 that TCRF, we have that amount.

00:37:51.060 --> 00:37:55.000
 And it's just kind of divided over 12 months where we're paying that down.

00:37:55.000 --> 00:37:56.880
 >> Cuz I guess it's a very fixed rate.

00:37:56.880 --> 00:38:00.040
 We know exactly what it's gonna cost for the year, no risk there.

00:38:00.040 --> 00:38:00.680
 >> Yes, sir.

00:38:00.680 --> 00:38:01.560
 >> Okay, thank you.

00:38:01.560 --> 00:38:09.000
 If there are no further questions, the Chair would entertain a motion.

00:38:09.000 --> 00:38:12.160
 >> There's no action.

00:38:12.160 --> 00:38:15.040
 >> Yeah, no action, and this is just an informative presentation.

00:38:15.040 --> 00:38:17.040
 >> Okay, all right, because we're not changing the rates.

00:38:17.040 --> 00:38:18.160
 >> Correct, yes, sir, thank you.

00:38:18.160 --> 00:38:23.520
 >> All right, sorry, with that, the PUB is adjourned.

