WEBVTT 00:00.880 --> 00:04.320 I call to order the September 8th, 00:04.320 --> 00:06.920 2026 City of Port Washington, 00:06.920 --> 00:10.220 Board of Public Works meeting to order. 00:11.960 --> 00:13.840 Chairman Gaspard is not able to make it tonight, 00:13.840 --> 00:15.160 so I'm filling in for him. 00:15.160 --> 00:18.980 Also not in attendance is Mr. Brooks. 00:20.920 --> 00:23.120 I guess item two is to approve the minutes 00:23.120 --> 00:24.800 from the previous meeting. 00:24.800 --> 00:29.000 That would be August 25th, 2026. 00:29.000 --> 00:31.680 Any questions or comments on those minutes? 00:31.680 --> 00:33.720 No, but I'll make a motion to approve the minutes 00:33.720 --> 00:34.880 as written. 00:34.880 --> 00:37.680 All right, a motion by older woman Miller. 00:37.680 --> 00:38.520 I have a second. 00:38.520 --> 00:39.560 Second. 00:39.560 --> 00:41.000 Second by Mr. Paulie. 00:41.000 --> 00:42.120 All in favor. 00:42.120 --> 00:42.960 All right. 00:45.200 --> 00:48.760 Agenda item number three, public comments and appearances. 00:48.760 --> 00:50.680 Anybody wishing to address the board 00:50.680 --> 00:54.120 can step to the podium, address your name, 00:54.120 --> 00:55.920 state your name, address, 00:55.920 --> 00:58.120 and you have three minutes to speak. 00:59.840 --> 01:03.200 Any publics, public comments? 01:04.240 --> 01:05.080 No. 01:06.280 --> 01:11.280 Seeing none, we'll move to item number four. 01:11.560 --> 01:15.600 Presentation of kid number five, project planning. 01:15.600 --> 01:16.440 Kapoor. 01:29.840 --> 01:31.000 Thank you. 01:48.200 --> 01:50.280 I think we're all set here. 01:53.160 --> 01:55.600 Thank you everybody for having us back up. 01:55.600 --> 01:57.000 My name is Ben Wood. 01:57.000 --> 01:58.440 I'm with Strand Associates. 01:58.440 --> 02:01.520 I recognize Aaron Grohl from Kapoor. 02:01.520 --> 02:03.200 We're here tonight to give you an update 02:03.200 --> 02:07.120 on the overall TID 5 project plan. 02:07.120 --> 02:12.120 We were back in front of you last, back in April, 02:12.600 --> 02:15.200 kind of laying out a plan for you. 02:15.200 --> 02:17.760 Part of that plan talked about how important it was 02:17.760 --> 02:19.520 to coordinate and work together 02:19.520 --> 02:21.760 across the community here. 02:21.760 --> 02:24.880 Tonight's presentation is a follow up on that 02:24.880 --> 02:27.920 now that the projects have some more definition 02:27.960 --> 02:32.800 to them, it's a good time to provide an update to the board. 02:32.800 --> 02:36.480 And of course, we recognize that we're still striving 02:36.480 --> 02:41.080 to work with the city to partner across departments 02:41.080 --> 02:44.840 and whether it's businesses or outside entities 02:44.840 --> 02:46.800 that are affected by these projects 02:46.800 --> 02:51.800 to coordinate often regarding this plan. 02:52.120 --> 02:55.720 So tonight we're going to just touch very briefly 02:55.720 --> 02:58.600 on an overview of the TID project plan. 02:58.600 --> 03:01.360 We'll look at a broad project map and schedule. 03:01.360 --> 03:03.280 And then we're going to go through each 03:03.280 --> 03:07.080 of the forthcoming projects, kind of one by one 03:07.080 --> 03:10.680 to give you some details on their scope and schedule. 03:10.680 --> 03:12.560 And we'll wrap up with a summary. 03:13.920 --> 03:17.320 So all of the projects here are identified 03:17.320 --> 03:20.200 in the TID 5 project plan. 03:20.200 --> 03:23.680 Reminder that TID 5 is a developer finance TID. 03:23.720 --> 03:28.720 The developer is at risk for the financing of this plan. 03:28.960 --> 03:32.040 That includes approximately $180 million 03:32.040 --> 03:34.600 of city led projects. 03:34.600 --> 03:38.160 The basis of the project need in the TID project plan 03:38.160 --> 03:41.880 includes, of course, the expanded service area, 03:41.880 --> 03:44.400 but also redundancy and resiliency projects 03:44.400 --> 03:48.800 within the existing city and its infrastructure and capacity. 03:50.360 --> 03:53.600 This map you'll recognize from a lot of meetings 03:53.600 --> 03:55.920 in the past, but I just want to break it down. 03:55.920 --> 04:00.760 This is the overall map of the city led TID projects. 04:00.760 --> 04:03.800 Of course, in the upper portion of the map, 04:03.800 --> 04:06.800 we have the yellow and the pink. 04:06.800 --> 04:09.160 Those are the vantage-owned lands 04:09.160 --> 04:13.080 and the yellow is what's under construction right now. 04:13.080 --> 04:16.200 The blue areas, kind of toward the southern portion 04:16.200 --> 04:18.880 of that are the Canalesville obligation areas 04:18.880 --> 04:21.080 where the city has agreed to provide 04:21.080 --> 04:23.760 municipal utility service. 04:23.760 --> 04:26.680 The green areas that kind of surround that are areas 04:26.680 --> 04:30.760 that the Southeastern Wisconsin Regional Planning Commission 04:30.760 --> 04:34.080 encourage the city to include as ancillary areas 04:34.080 --> 04:38.320 that may have potential for future development 04:38.320 --> 04:41.600 that could also connect to municipal utilities 04:41.600 --> 04:44.560 sometime down the road. 04:44.560 --> 04:47.800 And then individual projects on this map, 04:47.800 --> 04:49.760 I guess I'll point over here. 04:49.760 --> 04:51.920 These are all numbered by project year 04:51.920 --> 04:55.480 and they're kind of grouped together by color and purpose. 04:55.480 --> 04:59.000 And I know this is kind of hard to understand 04:59.000 --> 05:01.240 and digest individual projects on this, 05:01.240 --> 05:04.680 but we'll get through each of these sort of one by one. 05:04.680 --> 05:08.160 But generally speaking, we have projects associated 05:08.160 --> 05:12.400 with the TID 5 development site up here to serve that. 05:12.400 --> 05:16.720 We have projects that are within the existing cities, 05:16.720 --> 05:19.080 service area and realm of infrastructure 05:19.080 --> 05:23.880 that need to be addressed in order to improve service 05:23.880 --> 05:26.320 to that area that are in this plan. 05:29.120 --> 05:32.720 A new portion of this since April is an overall 05:32.720 --> 05:36.360 Gantt chart of how all of these projects 05:36.360 --> 05:38.240 and their schedules align. 05:39.400 --> 05:42.200 There's a lot going on here and this is, 05:42.200 --> 05:44.200 I'm showing this now to kind of set the table 05:44.200 --> 05:46.720 for going through these one by one. 05:46.720 --> 05:48.720 But I wanted to start with this overall summary 05:48.880 --> 05:51.880 but for now what I want you to understand is legend. 05:51.880 --> 05:54.640 The overall project arrow here just represents 05:54.640 --> 05:58.120 the entire project length starting at design 05:58.120 --> 06:02.120 and permitting all the way through final completion. 06:02.120 --> 06:05.720 The star on that Gantt chart represents 06:05.720 --> 06:08.720 the construction contract award 06:08.720 --> 06:12.520 and then the hatched lines here 06:12.520 --> 06:17.520 represents when active construction will be going on. 06:19.480 --> 06:22.080 So the first three projects at the top 06:22.080 --> 06:25.800 are utility extensions intended to serve 06:25.800 --> 06:29.480 the vantage lands that are under development right now. 06:29.480 --> 06:31.840 The black and gray projects in the middle 06:31.840 --> 06:34.080 are projects that are more internal 06:34.080 --> 06:36.560 to the city's existing infrastructure, 06:36.560 --> 06:40.560 including wastewater treatment, plant planning, 06:40.560 --> 06:42.880 water projects, some interceptor work, 06:42.880 --> 06:45.360 the Valley Creek restoration. 06:45.360 --> 06:48.680 The pink projects here represent three different phases 06:48.720 --> 06:52.640 of the interceptor that needs to be upsized 06:52.640 --> 06:55.080 at the downstream point of the vantage lands 06:55.080 --> 06:57.120 all the way to the wastewater treatment plant 06:57.120 --> 07:00.240 and how that's getting phased over multiple years 07:00.240 --> 07:02.720 and multiple bid packages. 07:02.720 --> 07:04.800 The two different types of blue projects 07:04.800 --> 07:07.960 or the two different shades of blue projects down here, 07:07.960 --> 07:10.720 they represent utility looping around 07:10.720 --> 07:12.800 the existing vantage lands 07:12.800 --> 07:17.280 as does the last project, the Brown project down here. 07:17.280 --> 07:18.800 Those all have this note that those 07:18.800 --> 07:21.720 are development dependent right now. 07:21.720 --> 07:25.920 We're trying to get through these most urgent projects 07:25.920 --> 07:29.960 to get them a minimum level of service 07:29.960 --> 07:33.320 and then depending on how adjacent lands 07:33.320 --> 07:36.440 could potentially specifically develop 07:36.440 --> 07:39.320 might kind of shape how the schedule 07:39.320 --> 07:43.280 and the planning of those final looping projects 07:43.280 --> 07:46.300 are how those come to pass. 07:48.080 --> 07:50.480 With that, we're gonna get into these kind of one by one 07:50.480 --> 07:52.120 and I'm gonna turn it over to Aaron 07:52.120 --> 07:53.880 to talk about the first project. 07:55.520 --> 07:56.360 Thanks, Ben. 07:57.360 --> 07:58.200 Good evening, everybody. 07:58.200 --> 08:00.000 Thanks again for having us. 08:00.000 --> 08:03.960 So this slide should be familiar to you 08:03.960 --> 08:07.520 other than a few updates, basically the schedule. 08:07.520 --> 08:09.880 So this was bid outs just recently 08:09.880 --> 08:14.880 and prices were submitted by contractors for this 26-1, 08:15.000 --> 08:16.880 which is Highland Drive utilities. 08:16.880 --> 08:18.880 It's about 8,000 feet of water main 08:18.880 --> 08:20.880 and 3,000 feet of sanitary sewer 08:20.880 --> 08:22.880 and it's to serve the sewer and water 08:22.880 --> 08:24.880 for the Canalsville area. 08:26.880 --> 08:31.880 We're also looping on the south to the south connection point 08:31.880 --> 08:36.880 within the city and serving the obligation areas 08:36.880 --> 08:39.880 part of the inter municipal agreement 08:39.880 --> 08:41.880 between the city and the town. 08:42.880 --> 08:46.880 Bids were received as I just stated a few weeks ago 08:46.880 --> 08:51.880 and the intent is to recommend for award this October 08:52.880 --> 08:57.880 upon internal reviews between staff, city staff, 08:58.880 --> 09:01.880 the consultants and also the attorneys. 09:02.880 --> 09:06.880 The intent for this project is likely to start up 09:06.880 --> 09:10.880 in as early as January, but most likely would start up 09:10.880 --> 09:15.880 in March in 2027 with completion 09:16.120 --> 09:19.640 and towards the end of next year. 09:19.640 --> 09:24.640 This is however subject to DNR and PSC approvals 09:25.440 --> 09:28.560 which they are in the works as we speak. 09:32.480 --> 09:36.680 26-2, similar to 26-1. 09:36.680 --> 09:41.360 So this is the northern portion to serve 09:41.360 --> 09:44.240 the north side of the vantage site 09:44.240 --> 09:47.520 that runs up KW up to Lake Drive. 09:47.520 --> 09:51.680 This is just water main and we're attending 09:51.680 --> 09:56.080 on installing these in trenchless methods 09:56.080 --> 09:59.120 to minimize amount of construction impacts 09:59.120 --> 10:01.720 and traffic impacts to the property owners 10:01.720 --> 10:03.680 along this stretch. 10:03.680 --> 10:06.480 Also adding metering vaults, pressure-reducing 10:06.480 --> 10:09.560 station and automatic flushing hydrants 10:09.560 --> 10:12.280 for this project as well. 10:12.280 --> 10:15.920 Again, the purpose of this is to loop the water 10:15.920 --> 10:18.280 all the way to the northern connection point 10:18.280 --> 10:20.720 for the development and to serve 10:20.720 --> 10:23.480 Knesswell obligation area as well. 10:24.640 --> 10:28.880 Similar to 26-1, bids were received a few weeks ago. 10:29.920 --> 10:32.440 We're under review as we speak 10:32.440 --> 10:36.320 and we anticipate bringing that to the Board of Public Works 10:36.320 --> 10:39.800 next month for recommending award 10:39.800 --> 10:43.360 assuming our review suggests so. 10:44.360 --> 10:49.360 Again, this as well is pending DNR and PSC approvals. 10:51.800 --> 10:53.880 The construction schedule for this 10:53.880 --> 10:57.320 likely would start up in January of next year 10:57.320 --> 11:02.320 and would run into late spring, early summer. 11:06.320 --> 11:11.040 So key considerations that we identified 11:11.040 --> 11:14.480 through these projects, we worked hand-in-hand 11:14.480 --> 11:19.480 with the DOT, Ozaki County, the town, 11:21.000 --> 11:24.720 the vantage development and we wanted to make sure 11:24.720 --> 11:27.040 that we address traffic. 11:27.040 --> 11:31.160 Traffic was a big issue to ensure that we can route 11:32.160 --> 11:33.800 the residents that live in this area, 11:33.800 --> 11:37.040 businesses that are in this area around the site 11:37.040 --> 11:42.040 and that these projects combine with vantage traffic 11:42.920 --> 11:44.280 that they will flow together. 11:44.280 --> 11:47.800 So we worked hard together with the vantage staff 11:47.800 --> 11:50.840 and their team to ensure that these traffic patterns 11:50.840 --> 11:53.400 work with what they're intending on doing 11:53.400 --> 11:55.800 and try to minimize the impacts to the city 11:55.800 --> 11:59.040 and also the town residents and the county residents. 11:59.040 --> 12:01.320 So the traffic routes that you see here 12:01.320 --> 12:02.760 are detour routes. 12:02.760 --> 12:06.080 Again, these have already been approved by the DOT 12:06.080 --> 12:08.480 and the county and the town as well 12:08.480 --> 12:10.880 in our coordination efforts and trying to make sure 12:10.880 --> 12:13.320 that we're all on the same page. 12:18.120 --> 12:21.200 So the next step, the next project is 27-2 12:21.200 --> 12:22.680 which is County Trunk Highway H. 12:22.680 --> 12:27.680 So this is the next phase to serve Canalsville 12:28.160 --> 12:30.480 in the obligation area. 12:30.480 --> 12:34.600 This basically is from the intersection of KW and H 12:34.600 --> 12:39.600 and it runs to the Northwest from the intersection. 12:41.560 --> 12:44.520 We're about 2,500 feet or 2,400 feet of water main, 12:44.520 --> 12:47.000 1,800 feet of sanitary sewer. 12:47.000 --> 12:49.440 As I just stated, it's to serve the Canalsville 12:49.440 --> 12:52.760 obligation area and also create a connection 12:52.760 --> 12:57.760 between a water main connection between County Trunk KW 12:58.200 --> 13:03.200 and County Trunk H to improve water flow 13:03.560 --> 13:05.240 and service for the residents 13:05.240 --> 13:07.960 and the property owners in this area. 13:07.960 --> 13:10.080 We're currently designing this project. 13:11.280 --> 13:13.680 We are anticipating on going out to bid 13:13.680 --> 13:17.640 with this late in 2026 or early 27 13:17.640 --> 13:20.400 with construction in 2027. 13:21.600 --> 13:25.720 Permits have not been submitted for this stretch yet. 13:25.720 --> 13:28.680 So they'll be submitted once we get a little bit further 13:28.680 --> 13:30.360 along in our design. 13:32.520 --> 13:35.440 Aaron, can you tell everybody what the Canalsville 13:35.440 --> 13:38.800 obligation area is or what it means? 13:38.800 --> 13:40.880 So let me go back here real quick. 13:42.440 --> 13:45.880 So the Canalsville obligation area has been stated earlier. 13:45.880 --> 13:49.440 It's in blue and I know you can't, it's hard to see 13:49.440 --> 13:54.440 but there's the annexation of the area that's in yellow 13:54.880 --> 13:58.400 and pink that was town and now is city. 13:59.480 --> 14:02.920 The agreement was to between the town and the city 14:02.920 --> 14:07.920 was to serve water and sewer to the town of Canalsville. 14:08.680 --> 14:10.560 So the town of Canalsville is actually 14:10.560 --> 14:12.120 the town of Port Washington. 14:12.120 --> 14:14.720 It's a portion of the town of Port Washington. 14:14.720 --> 14:19.000 And in order for this agreement to move forward, 14:20.000 --> 14:23.120 water and sewer being extended first to the area, 14:23.160 --> 14:26.040 the larger blue area that's to the left, 14:26.040 --> 14:31.040 which holy is running up and down KW and H 14:31.680 --> 14:35.000 and then also a little bit left on Mink Ranch Road. 14:35.000 --> 14:37.000 And then the second area, which is a small 14:37.000 --> 14:40.840 sliver along Konechunk Highway LL 14:40.840 --> 14:43.720 as you're heading to the northeast. 14:43.720 --> 14:46.640 That's another area that is also within the town 14:46.640 --> 14:48.080 of Canalsville. 14:48.080 --> 14:51.520 That has been agreed upon to be served in the future 14:51.520 --> 14:56.520 as that section of that portion of the service area develops. 15:00.240 --> 15:02.440 Okay, all right, sure. 15:06.280 --> 15:09.280 All right, from that, I'm gonna turn this back over to Ben. 15:10.800 --> 15:11.640 Thank you. 15:13.280 --> 15:16.560 Wastewater treatment planning, the schedule, 15:16.560 --> 15:20.080 this doesn't have any construction associated with it 15:20.080 --> 15:22.240 on that little bar chart at the top there, 15:22.240 --> 15:27.240 but both wastewater treatment plant facility plan 15:27.240 --> 15:30.960 and a sanitary sewer service area updates 15:30.960 --> 15:33.840 are happening concurrently right now 15:33.840 --> 15:36.160 and they're expected to be completed 15:36.160 --> 15:38.360 toward the middle of next year. 15:38.360 --> 15:40.760 So shown on the left there is obviously 15:40.760 --> 15:44.400 the footprint of the wastewater treatment plant. 15:44.400 --> 15:48.720 You can see that reality comes at a premium down here. 15:48.720 --> 15:50.680 It's kind of running out of space. 15:50.680 --> 15:55.760 DNR requires that as you're approaching 80% of plant capacity 15:55.760 --> 16:00.000 that you have to go through what they call a facility plan 16:00.000 --> 16:02.720 to proactively review options 16:02.720 --> 16:05.640 for how you would expand your treatment processes 16:05.640 --> 16:08.160 within your existing plant footprint 16:08.160 --> 16:11.720 or how you might expand the plant 16:12.760 --> 16:16.600 in order to address capacity. 16:16.600 --> 16:20.480 So far, based on the flows that Vantage has given us, 16:20.480 --> 16:24.080 we're not expecting that a capacity expansion will be warranted, 16:24.080 --> 16:26.960 but again, we're going through this process proactively 16:28.800 --> 16:33.120 just to follow the DNR guidelines in that regard. 16:33.120 --> 16:35.720 Part of that includes reviewing options 16:35.720 --> 16:37.920 for how the plant would be expanded 16:37.920 --> 16:41.240 if extra capacity was needed. 16:41.240 --> 16:44.520 The image on the right shows the service area. 16:44.560 --> 16:47.320 Again, it's got that same composition of the yellow 16:47.320 --> 16:49.680 and the pink being the Vantage lands, 16:49.680 --> 16:52.240 the blue being the Canalsville obligation 16:52.240 --> 16:54.320 and green being those adjacent lands 16:54.320 --> 16:58.160 that the Regional Planning Commission asked the city 16:58.160 --> 17:02.880 to include that sewer service area update 17:02.880 --> 17:06.080 is actually a process that is led by sewer pack 17:06.080 --> 17:10.200 or Southeastern Wisconsin Regional Planning Commission. 17:10.200 --> 17:12.280 It's led by sewer pack staff 17:13.280 --> 17:17.880 and as far as we know, they are on track 17:17.880 --> 17:22.880 for a second quarter completion of that plan next year. 17:23.680 --> 17:27.160 This plan and the areas within it, 17:27.160 --> 17:30.640 sewer pack has to approve this service area 17:30.640 --> 17:34.880 before sanitary sewers can be indeed installed 17:34.880 --> 17:38.040 and permitted by DNR to kind of serve the rest 17:38.040 --> 17:39.520 of the areas beyond that. 17:39.520 --> 17:42.280 So what's included right now is all 17:42.280 --> 17:45.600 of the Canalsville obligation area, 17:45.600 --> 17:47.440 all of the yellow lands, 17:47.440 --> 17:49.920 and then it's the pink and the green 17:49.920 --> 17:53.640 that are kind of subject to sewer packs update right now. 17:56.440 --> 17:58.680 The next one, this is kind of a busy slide, 17:58.680 --> 18:00.680 but it's an important project for the city. 18:00.680 --> 18:02.880 It's the Water Booster Station, 18:02.880 --> 18:06.960 Water Distribution Facility and the Associated Water Means. 18:06.960 --> 18:09.200 So I'm gonna ask you to just focus on the pictures 18:09.200 --> 18:10.040 first. 18:10.040 --> 18:12.000 So on the upper left here we have one 18:12.000 --> 18:14.120 of the existing two booster stations 18:14.120 --> 18:16.440 that are out in the distribution system. 18:16.440 --> 18:18.240 This is the Oakland Station. 18:19.800 --> 18:22.280 Stray and conducted a water system master plan 18:22.280 --> 18:25.240 and facility condition assessment of this 18:25.240 --> 18:30.240 and presented the findings of that to the Public Works Board. 18:30.840 --> 18:33.280 I believe both in January and in March 18:34.240 --> 18:36.400 that these existing two, 18:36.400 --> 18:38.480 both the Oakland and Sunset stations 18:38.480 --> 18:40.000 that are out in the system, 18:40.000 --> 18:42.760 are aged beyond their useful life. 18:42.760 --> 18:45.400 One of the stations actually had a critical failure, 18:45.400 --> 18:48.120 I believe that was last year in 2025. 18:49.200 --> 18:53.800 And it's very important that those booster stations 18:53.800 --> 18:55.120 be replaced. 18:55.120 --> 18:57.720 Our master plan demonstrated the best way to do that 18:57.720 --> 19:00.880 is to build a brand new consolidated booster station. 19:02.360 --> 19:05.400 And we were asked as a followup 19:05.400 --> 19:08.920 to do a booster station sighting study. 19:08.920 --> 19:13.000 We reviewed seven potential sites throughout the city. 19:13.000 --> 19:15.240 The selected site is actually right next 19:15.240 --> 19:20.160 to the existing Oakland station still on Oakland Avenue. 19:20.160 --> 19:25.160 And then the larger map down here on the bottom shows 19:25.160 --> 19:28.720 that along with a upsized and consolidated booster station, 19:28.720 --> 19:31.920 the yellow path shows the route that we're proposing 19:32.080 --> 19:35.880 that water mains be replaced with a larger diameter main 19:35.880 --> 19:39.440 in order to have the carrying capacity 19:39.440 --> 19:43.440 that those pumps can put out through that station. 19:44.360 --> 19:47.640 Now this route has a couple of jogs in it 19:47.640 --> 19:50.320 and part of that is taking into account 19:50.320 --> 19:53.160 the condition of the existing water mains. 19:53.160 --> 19:56.120 And we tried to route the water mains along areas 19:56.120 --> 19:58.680 that have other needs anyways 19:58.680 --> 20:00.760 where the existing water main has experienced 20:00.760 --> 20:03.480 a lot of breaks or potentially has led service lines, 20:03.480 --> 20:04.560 et cetera. 20:04.560 --> 20:07.000 And that just helps kind of 20:07.000 --> 20:09.360 economize the project and get the highest return 20:09.360 --> 20:11.440 on investment for the project scope. 20:12.360 --> 20:15.840 So included in the scope would be a new booster station. 20:15.840 --> 20:19.080 We would demolish the Oakland and sudden set stations 20:19.080 --> 20:22.920 relay approximately 6,000 feet of water main. 20:22.920 --> 20:25.760 And then also what those past master plan 20:25.760 --> 20:29.440 and sighting studies considered was that the water 20:29.480 --> 20:34.480 department is in need of a new distribution garage facility. 20:34.960 --> 20:38.000 We talked in the past that due to the current 20:38.000 --> 20:40.960 and almost completed capacity expansion 20:40.960 --> 20:42.200 at the water plant right now, 20:42.200 --> 20:45.560 they actually lost garage spaces 20:45.560 --> 20:49.240 as part of that construction project. 20:49.240 --> 20:52.120 They're in desperate need of room for equipment, 20:52.120 --> 20:53.680 materials, et cetera. 20:54.560 --> 20:56.680 And again, that booster station, 20:56.680 --> 20:59.760 this water main and that distribution facility, 20:59.760 --> 21:02.320 are projects that are in the TID project plan 21:02.320 --> 21:04.440 and will be funded through the TID. 21:05.520 --> 21:08.920 So understood that the city is still looking at 21:08.920 --> 21:12.160 high level options as to whether or not 21:12.160 --> 21:14.880 it makes sense to put that station at this site 21:14.880 --> 21:17.400 or consolidated at a different site 21:17.400 --> 21:19.240 apart from the booster station. 21:21.840 --> 21:23.040 The purpose of the project, 21:23.040 --> 21:25.600 this booster station pressurizes the high zone. 21:25.600 --> 21:29.920 So if you take a look at this upper middle graphic right here, 21:29.920 --> 21:34.200 this graphic is covered colored by the different pressure zones. 21:34.200 --> 21:36.920 The water plant pumps into the main zone, 21:36.920 --> 21:41.320 which is shaded in purple and then booster pumps 21:41.320 --> 21:45.320 pressurized that to even a higher hydraulic grade 21:45.320 --> 21:48.920 up to the green area, which is the high zone. 21:48.920 --> 21:52.560 And TID 5 is indeed in that high pressure zone. 21:52.560 --> 21:55.240 At project completion, that zone will be pressurized 21:55.240 --> 21:58.720 by dedicated pumps at the water plant 21:58.720 --> 22:00.560 and a dedicated transmission main 22:00.560 --> 22:02.600 that currently pump up there. 22:02.600 --> 22:04.760 And then this booster station will provide 22:04.760 --> 22:08.040 the required redundancy to work together 22:08.040 --> 22:10.560 with the pumps at the plant to make sure 22:10.560 --> 22:14.240 that zone is constantly pressurized. 22:14.240 --> 22:18.800 For project schedule, we expect design to start yet this year. 22:18.800 --> 22:21.720 Bidding would take place in 2027. 22:21.760 --> 22:25.360 We're anticipating approximately the third quarter. 22:25.360 --> 22:28.520 We understand due to the existing or past failure 22:28.520 --> 22:30.640 at the Oakland station, that booster station 22:30.640 --> 22:32.640 is kind of a critical need. 22:32.640 --> 22:35.520 We still have to go through public service commission approval 22:35.520 --> 22:38.320 on the project, things of that nature 22:38.320 --> 22:41.320 because we're talking about process and controls equipment. 22:41.320 --> 22:45.480 Some of those things require a more involved design 22:45.480 --> 22:47.000 and have longer lead times. 22:47.000 --> 22:50.240 And that's why you see kind of a schedule here 22:50.240 --> 22:53.520 with design taking approximately nine months 22:53.520 --> 22:58.040 and then construction starting by fourth quarter of next year 22:58.040 --> 23:00.760 and going all the way through 2028. 23:04.120 --> 23:05.440 That was a lot. 23:05.440 --> 23:06.440 Take a break here. 23:07.440 --> 23:09.560 Valley Creek restoration. 23:09.560 --> 23:12.520 So I know that Rob has been in front of the board 23:12.520 --> 23:15.760 in the past talking about this project as well. 23:15.760 --> 23:17.760 The scope is stream restoration 23:17.760 --> 23:20.440 and the overall Valley Creek restoration plan 23:20.440 --> 23:22.040 is shown in this map here. 23:23.000 --> 23:25.880 In the bar chart across the top, 23:25.880 --> 23:29.800 we're showing that Valley Creek has been under design. 23:30.760 --> 23:35.320 The city has partial funds for this project 23:35.320 --> 23:38.000 are identified in the TID project plan 23:38.000 --> 23:41.480 and they understand the city's expecting to hear back 23:41.480 --> 23:44.880 whether or not a grant application was successful. 23:44.880 --> 23:47.640 They're expecting to hear back on that in October. 23:47.640 --> 23:52.560 That funding will help to kind of dictate the schedule here 23:52.560 --> 23:55.360 and that's why we're just showing this phased over 23:55.360 --> 23:59.800 potentially several years depending on how the funding works out. 23:59.800 --> 24:03.280 So there will have to be, I'm sure more updates 24:03.280 --> 24:04.920 on this project will be forthcoming 24:04.920 --> 24:09.960 once the funding is understood better. 24:09.960 --> 24:12.800 The purpose of this and why it's in the TID project plan 24:12.800 --> 24:17.480 is it provides resiliency down at the treatment plant sites 24:17.720 --> 24:19.720 obviously the wastewater plant and water plants 24:19.720 --> 24:20.800 are right next to each other 24:20.800 --> 24:23.720 and they've experienced flooding in the past 24:23.720 --> 24:25.520 associated with Valley Creek. 24:27.040 --> 24:29.720 Key consideration here is that coordination 24:29.720 --> 24:32.240 between the design team that's working on this 24:32.240 --> 24:35.520 which is Stantec and then both Strand and Kapoor 24:35.520 --> 24:40.520 is ongoing as the interceptor relay projects 24:42.400 --> 24:44.680 kind of are in a shared corridor with this. 24:44.680 --> 24:46.200 So just know that we've already had 24:46.200 --> 24:50.200 some coordination meetings to try to optimize 24:50.200 --> 24:53.080 the design between all the teams working in this corridor. 24:55.120 --> 24:57.600 I'm gonna tee up the Jackson Interceptor project 24:57.600 --> 25:02.160 and maybe ask Erin to chime in on this one a little bit. 25:02.160 --> 25:04.520 So to get oriented with where we are on the map here 25:04.520 --> 25:08.120 you can see the wastewater treatment plant is up here. 25:08.120 --> 25:11.160 The Jackson Street Interceptor has experienced 25:11.160 --> 25:14.040 charging in the past during wet weather events 25:15.040 --> 25:18.480 where the manholes kind of back up 25:18.480 --> 25:22.600 and the pipes don't have adequate carrying capacity. 25:22.600 --> 25:26.280 It's in the TID project plan to upsize this interceptor 25:26.280 --> 25:29.240 in order to provide some wet weather relief 25:29.240 --> 25:33.840 just to make sure that those surcharging issues 25:33.840 --> 25:37.080 are not exacerbated by any of the additional flows 25:37.080 --> 25:39.720 that may be coming into the plant 25:39.720 --> 25:42.160 as the result of all of the development 25:42.240 --> 25:44.600 in the TID 5 area. 25:46.440 --> 25:49.680 The schedule on this is that Kapoor has already surveyed 25:49.680 --> 25:51.720 this and has designed ongoing. 25:52.560 --> 25:55.800 We're looking at a 2028 construction year 25:55.800 --> 25:58.880 and that was selected kind of in coordination 25:58.880 --> 26:03.880 with Roger and Rob to be cognizant of other city projects 26:04.760 --> 26:08.160 that are already planned for 2027 and 2029. 26:08.160 --> 26:11.600 28 was the best year that was identified for this. 26:13.160 --> 26:15.160 And I guess with that Erin, did you want to talk 26:15.160 --> 26:18.080 any project stats or specifics? 26:20.320 --> 26:22.960 Really the only update that I have is that survey 26:22.960 --> 26:26.520 is mostly complete. 26:26.520 --> 26:29.560 We will be starting design here very shortly. 26:31.120 --> 26:34.520 And beyond that, I think Ben covered everything else. 26:34.520 --> 26:35.360 Thanks. 26:35.360 --> 26:36.360 All right, great. 26:37.200 --> 26:43.200 And then that kind of ties into the sanitary interceptor 26:43.200 --> 26:44.720 up sizing. 26:44.720 --> 26:47.800 If we look at this map, the black lines up here 26:47.800 --> 26:51.080 actually the projects that were completed earlier this year 26:51.080 --> 26:54.560 that the city took on over this last winter. 26:54.560 --> 26:58.160 And that was the initial sanitary and water utility 26:58.160 --> 27:01.080 extensions to the southern point of connection 27:01.960 --> 27:06.960 to the vantage development area. 27:07.680 --> 27:12.000 So what we identified is the need to upsize 27:12.000 --> 27:15.640 a couple of the portions going all the way 27:15.640 --> 27:17.280 from Terrace Drive all the way down 27:17.280 --> 27:20.640 to the wastewater treatment plant. 27:20.640 --> 27:24.400 Now this is broken into three separate phases. 27:25.240 --> 27:28.600 Phase one is, well, they're ordered here 27:28.640 --> 27:30.120 by construction year. 27:30.120 --> 27:33.720 Phase one is project 27-1. 27:33.720 --> 27:35.360 That's the furthest downstream, 27:35.360 --> 27:38.680 and we need to upsize that add capacity. 27:38.680 --> 27:43.680 We're actually splitting that 27-1 into two sub phases, 27:44.680 --> 27:48.280 A, which is actually on the grounds of the wastewater plants 27:48.280 --> 27:52.480 and B, which kind of follows the Valley Creek corridor 27:52.480 --> 27:53.520 and goes up a little bit. 27:53.520 --> 27:57.120 That'll include up sizing sewers 27:57.120 --> 28:01.120 to both 30 and 36-inch respectively. 28:02.000 --> 28:07.000 And 28-2 is the second piece that runs, 28:10.440 --> 28:12.880 forgive me, I'm blanking on the cross street here, 28:12.880 --> 28:15.480 but runs all the way up to Terrace Drive 28:15.480 --> 28:20.120 to the LL area, hails trail, thank you. 28:21.000 --> 28:26.000 That includes a little over 4,000 feet of 20-inch, 28:26.280 --> 28:28.680 21-inch diameter sewer. 28:28.680 --> 28:31.280 And then 30-1 is the middle piece, 28:31.280 --> 28:35.280 and we're saying that we're only gonna touch that if needed. 28:35.280 --> 28:38.120 And the background on that is, 28:40.440 --> 28:45.040 we included that in the TID project plan to be conservative, 28:45.040 --> 28:47.440 but that middle piece that 30-1 28:47.480 --> 28:50.280 is already 21-inches in diameter. 28:50.280 --> 28:52.480 And so when we've done our updated planning 28:52.480 --> 28:55.240 since that TID project plan was approved, 28:55.240 --> 28:58.400 we identified this needs to be 21-inch all the way down 28:58.400 --> 29:03.400 to here where it needs to get upsized to 30-36, 29:05.360 --> 29:07.920 accordingly, as you get closer to the plant. 29:07.920 --> 29:12.520 So upon further analysis, this one is in good shape 29:12.520 --> 29:15.640 for the flows in that planning area. 29:15.640 --> 29:18.680 So that's why on the bar chart at the top there, 29:18.680 --> 29:22.160 that 30-1, that middle portion is pushed all the way out 29:22.160 --> 29:23.800 on the schedule. 29:23.800 --> 29:26.200 It's actually more likely at this point 29:26.200 --> 29:28.300 that that project is not needed at all. 29:33.040 --> 29:38.040 Schedule on this, 27-1 is the most important piece. 29:38.200 --> 29:43.200 Design, Kapoor is designing this 27-1B. 29:44.200 --> 29:46.400 They've already started on that. 29:46.400 --> 29:48.680 Stream needs authorization from the board, 29:48.680 --> 29:51.120 which we'll be approaching you with next month 29:51.120 --> 29:54.040 to do the furthest downstream on the grounds 29:54.040 --> 29:55.920 of the wastewater plant. 29:55.920 --> 29:59.800 We'll need to get started on that next month. 30:03.440 --> 30:04.880 That's it for the interceptor. 30:06.200 --> 30:10.000 Utility looping projects, these are all clumped together. 30:10.000 --> 30:13.120 And as I stated earlier in the presentation, 30:13.120 --> 30:15.400 these are the projects that kind of complete 30:15.400 --> 30:16.400 this overall loop. 30:16.400 --> 30:21.400 So 26-1 and 26-2 loop the site on the west side 30:22.320 --> 30:24.800 all the way up to the northern point of connection 30:24.800 --> 30:28.320 to the existing vantage construction area. 30:29.720 --> 30:32.440 These last remaining projects would loop water 30:32.440 --> 30:35.480 and sewer up on the east side 30:35.480 --> 30:39.720 and also extend sanitary service on the west side 30:39.720 --> 30:42.920 within the Canalsville obligation areas. 30:42.920 --> 30:45.240 Again, we're pushing those out a little bit yet, 30:45.240 --> 30:49.720 just waiting to see how exactly things develop 30:49.720 --> 30:54.240 and allow for kind of sewer pack and DNR input 30:54.240 --> 30:58.240 on finalizing the service area plans 30:58.240 --> 31:01.120 before we get too far down the line with those. 31:06.520 --> 31:09.240 I believe that's all I need to say about those projects 31:09.240 --> 31:11.240 unless you have anything to add, Aaron. 31:12.240 --> 31:14.120 All right, so in summary, 31:16.200 --> 31:19.120 specific city-led projects are being refined 31:19.120 --> 31:21.280 and are becoming actionable. 31:21.280 --> 31:23.920 You're gonna see Aaron back next month, 31:23.920 --> 31:27.040 hopefully with a recommendation on awarding 26-1 31:27.040 --> 31:31.120 and 26-2 strand, we'll have some contracts 31:31.120 --> 31:33.920 coming before the board also in October 31:33.920 --> 31:35.380 and potentially November. 31:36.480 --> 31:40.400 Approximately $100 million in city-led TID-5 projects 31:40.400 --> 31:43.040 are planned over the next five years. 31:44.160 --> 31:47.440 Financing again is by the developer. 31:47.440 --> 31:49.600 Extensive project coordination is ongoing 31:49.600 --> 31:53.640 between the different projects and the project teams. 31:53.640 --> 31:55.520 The governments and departments involved 31:55.520 --> 31:58.280 as well as the community and the organizations 31:58.280 --> 32:02.120 and this overall plan's gonna continue to be revised 32:02.120 --> 32:05.920 as we work through the plan and specific projects. 32:06.920 --> 32:10.960 With that, all that's left is to open it up to questions, 32:10.960 --> 32:14.160 but as stated, I just wanted to put this overall schedule 32:14.160 --> 32:17.280 back in front of you and that you have a little background 32:17.280 --> 32:19.400 on each of these projects and can again, 32:19.400 --> 32:23.760 try to digest how these all kind of align together. 32:26.160 --> 32:27.680 We'll take any questions? 32:30.120 --> 32:31.280 Go ahead. 32:31.280 --> 32:33.960 Can we go back to 26-3 for a minute? 32:33.960 --> 32:35.280 Got a couple questions. 32:38.960 --> 32:42.040 Let's see, we've got 26-1 and 26-2 32:44.520 --> 32:47.840 and then we've got 27-2 is the county A-H, 32:47.840 --> 32:49.520 I'm sorry, the county A-H project. 32:49.520 --> 32:53.440 What is the project where you the Oakland Avenue? 32:53.440 --> 32:56.760 Oh, the booster station, 27-3, sure. 32:56.760 --> 32:57.720 Oh, it's 27-3, okay. 32:57.720 --> 32:58.800 Yep. 32:58.800 --> 33:02.640 So that yellow section that goes across the railroad tracks, 33:02.640 --> 33:04.760 is that kind of where we're moving at North 33:04.760 --> 33:06.800 because we keep hitting obstructions? 33:06.800 --> 33:08.120 Is that what that plan is? 33:09.120 --> 33:12.200 Yeah, I'll just say that all that is 33:13.400 --> 33:15.720 entirely different projects. 33:16.760 --> 33:18.920 It's in the same vicinity, but that yellow section 33:18.920 --> 33:20.840 is entirely on Oakland Avenue. 33:20.840 --> 33:23.520 It does have to cross our need to railroad tracks again. 33:25.120 --> 33:27.320 But that's water, the other project is sewer. 33:27.320 --> 33:28.240 Oh, I see, okay. 33:29.240 --> 33:33.040 So with the areas where it goes along the street, 33:33.040 --> 33:36.000 will the street be ripped up for a few months 33:36.000 --> 33:37.520 when we get to that? 33:37.520 --> 33:39.880 Yeah, that's actually a great question. 33:39.880 --> 33:43.080 What we've planned is areas of the street 33:43.080 --> 33:46.160 that are in good shape and are okay 33:46.160 --> 33:49.880 with just like your standard utility trench patch, 33:49.880 --> 33:52.520 fine, that'll probably be the approach. 33:52.520 --> 33:55.600 But a lot of these streets actually aren't in good enough 33:55.640 --> 33:58.680 shape that a trench patch would make sense. 33:58.680 --> 34:02.000 So in those cases, it's gonna be a full reconstruct 34:02.000 --> 34:04.200 of the road surface also. 34:04.200 --> 34:07.240 And then that would be scheduled to coincide 34:07.240 --> 34:08.880 with the lead line replacements 34:08.880 --> 34:09.960 when the street gets ripped down. 34:09.960 --> 34:10.800 Correct. 34:10.800 --> 34:14.240 When we're doing the water means, Dan already has 34:14.240 --> 34:16.800 an inventory of the lead service laterals 34:16.800 --> 34:20.800 and anywhere we encounter those, those will be replaced. 34:21.720 --> 34:22.560 Thank you. 34:22.560 --> 34:23.400 Yep, for sure. 34:24.400 --> 34:27.160 So just that, that's not probably be about 34:27.160 --> 34:31.280 six, seven months of construction in that area. 34:31.280 --> 34:33.240 Yep, road's torn up. 34:33.240 --> 34:36.160 So expect it to be a whole summer when we get there. 34:37.800 --> 34:40.080 So I don't know if you know this number 34:40.080 --> 34:41.880 any of the city employees know this number, 34:41.880 --> 34:46.120 but how many customers, commercial or residential, 34:46.120 --> 34:50.600 will we have in that small little blue silver strip on LL 34:51.600 --> 34:54.440 that runs, I mean, I know pliers is there 34:54.440 --> 34:57.160 in the town of Port, but are there any other 35:00.360 --> 35:03.240 homes or businesses along that route? 35:03.240 --> 35:07.200 Yeah, it's a great question on this little blue strip 35:07.200 --> 35:10.040 over here, right now there's only approximately 35:10.040 --> 35:12.560 four rooftops, I would say. 35:13.560 --> 35:15.680 It's agricultural. 35:15.680 --> 35:19.640 It's one of the reasons, you know, the city is obligated 35:19.640 --> 35:21.880 to provide utility service, and I know there's 35:21.880 --> 35:24.600 an agreement kind of ongoing, but we've won 35:24.600 --> 35:29.560 to at least delay and take into consideration 35:29.560 --> 35:32.800 will there be more users or more connections 35:32.800 --> 35:35.440 kind of on this corner before really starting 35:35.440 --> 35:37.960 to put this portion in. 35:37.960 --> 35:42.960 Okay, and then I'm sorry, it's in the same area, 35:43.440 --> 35:45.840 this utility looping project. 35:45.880 --> 35:49.960 So the light blue and or the dark blue, 35:49.960 --> 35:53.680 is any of that like redundancy or is that like, 35:53.680 --> 35:58.240 makes it supercharged or am I not getting it completely? 35:58.240 --> 36:02.520 No, actually you're asking a really great question here 36:02.520 --> 36:05.640 because I'm just gonna say the light blue projects 36:05.640 --> 36:08.760 which are labeled over here, that's just, 36:08.760 --> 36:11.440 they kind of go to here on LL. 36:11.440 --> 36:14.960 The dark blue project is just sanitary sewer 36:15.520 --> 36:18.800 and the sole purpose of that is to be able to serve 36:19.800 --> 36:22.800 the rest of the Canalsville obligation area here. 36:22.800 --> 36:23.880 Okay. 36:23.880 --> 36:27.600 And then the brown project just kind of completes 36:27.600 --> 36:32.600 this northeast corner to make the water main loop. 36:34.080 --> 36:39.080 So without this project, the water main 36:40.000 --> 36:42.040 the water main's will be able to serve 36:42.040 --> 36:47.040 the current advantage development area adequately. 36:47.560 --> 36:51.600 This looping adds redundancy that somewhere down the line 36:51.600 --> 36:53.280 if this water main is out of service 36:53.280 --> 36:56.720 or there's water main break as things age or whatever 36:56.720 --> 36:58.840 then there's another loop. 36:58.840 --> 36:59.680 Okay. 37:02.080 --> 37:04.120 And it also makes it more expandable. 37:04.960 --> 37:06.440 Yes. 37:06.440 --> 37:10.840 So within TID-5, all of the pink lands are also in TID-5. 37:10.840 --> 37:15.280 There is, there has not been any specific site development 37:15.280 --> 37:17.000 proposal for that. 37:17.960 --> 37:22.960 But yeah, that's another good point is that 37:23.280 --> 37:25.640 and why we're kind of delaying these projects 37:25.640 --> 37:29.760 is depending on how the pink lands develop, 37:29.760 --> 37:33.680 it might be better, more strategic to expand sewer over here 37:33.680 --> 37:35.600 or sewer over here. 37:35.600 --> 37:37.720 Maybe it still makes sense to do both. 37:37.720 --> 37:39.360 It all kind of depends, but. 37:39.360 --> 37:41.560 Oh, that date might change depending on. 37:41.560 --> 37:42.880 Correct. 37:42.880 --> 37:44.000 Whatever is other. 37:44.000 --> 37:44.840 Yep. 37:44.840 --> 37:45.680 Thank you. 37:45.680 --> 37:46.520 Yep. 37:50.600 --> 37:52.720 Any other questions, comments? 37:54.160 --> 37:55.400 Well, thank you. 37:55.400 --> 37:57.240 Yes, absolutely. 37:57.240 --> 38:00.880 We'll be doing it again at the council meeting on the 15th. 38:00.880 --> 38:01.720 Cool. 38:04.680 --> 38:08.840 Moving on to agenda item number five, 38:08.840 --> 38:12.560 consideration and possible action on water treatment plant 38:12.560 --> 38:16.080 change order number seven to improve the east path 38:16.080 --> 38:17.880 behind the water treatment plant 38:17.880 --> 38:22.240 with concrete paving, a ramp and storm water drainage. 38:23.200 --> 38:24.040 Dan. 38:34.640 --> 38:35.480 Sure. 39:02.040 --> 39:02.880 Okay. 39:03.680 --> 39:08.680 So I'm just going to have some pictures in the background, but I'll start talking first. 39:08.680 --> 39:15.680 The East Path Project has been on our list for improvement since the treatment plant project started. 39:15.680 --> 39:24.680 Unfortunately, we had a rough start with some of the unknowns which caused a lot of the change orders before this one. 39:24.680 --> 39:32.680 It was unknown if we were going to have enough time or funds available to plan and complete a project like this. 39:32.680 --> 39:40.680 So what we did is we put it on our 10-year CIP, identified it as a project that we wanted to do, 39:40.680 --> 39:47.680 and basically had a placeholder in case we were unable to complete this as part of this project. 39:47.680 --> 39:56.680 With our current schedule, we are showing in two weeks from now we're going to do our last underground work 39:56.680 --> 39:59.680 behind the building on the east side of the property. 39:59.680 --> 40:06.680 So this created an opportunity for this project to be completed before winter. 40:06.680 --> 40:14.680 So we asked SCH and CD Smith to design and give a surprise for completing a project like this. 40:14.680 --> 40:24.680 I just want to say that so this project is not only for utility needs, 40:24.680 --> 40:33.680 but it's also to kind of bring back the popular destination that this area was before the project started. 40:33.680 --> 40:44.680 It's been two years now since this path has been closed and we're looking at another eight months potentially if nothing is done now. 40:44.680 --> 40:53.680 We have had many surrounding citizens and residents reach out and ask when the path was going to be completed. 40:53.680 --> 41:01.680 Or what's going to happen with it and concerned about security of with the fencing around and not being able to access 41:01.680 --> 41:07.680 between the park and the south side of where the lighthouse is and everything. 41:07.680 --> 41:19.680 So restoring this path, gaining access and I guess making it more safe for customers and residences. 41:19.680 --> 41:22.680 Another big deal for us. 41:22.680 --> 41:26.680 So we want to move on with this. 41:26.680 --> 41:31.680 So I want to just show some pictures. This is kind of the before of what the path looked like. 41:31.680 --> 41:43.680 You can see basically what they did in the past is they put grass and topsoil right up to the building wall. 41:43.680 --> 41:47.680 When they redid the plant in the 90s and they put this EFS finish on the plant. 41:47.680 --> 41:54.680 So what that grass did is actually destroyed all of the EFS that it is touching right now. 41:54.680 --> 42:03.680 So when we had to remove all of this to do some of the underground work in the back, we also had to replace all the EFS along here. 42:03.680 --> 42:10.680 These are the two pump rooms, the current pump room plant one and plant two. 42:10.680 --> 42:18.680 And this is kind of looking to the north that larger grassy area is the plant to clear well. 42:18.680 --> 42:24.680 So the more flat area is actually an underground tank. 42:24.680 --> 42:30.680 And then this is kind of just looking at it to the south. So this is standing in the park looking south. 42:30.680 --> 42:39.680 A lot of the say brush bushes you see those are kind of just overgrown bushes that were allowed to grow. 42:39.680 --> 42:42.680 That has since been removed with the project. 42:42.680 --> 42:50.680 So this is just an overview of what it kind of looks like right now. 42:50.680 --> 42:55.680 And then I'll get to the rendering here. So this is what we're looking to do. 42:55.680 --> 42:58.680 This is from the south side looking north. 42:59.680 --> 43:12.680 You'll see the very south portion of the building. That's the new clear well tank and then pump room right to the west of the tank is a ramp. 43:12.680 --> 43:18.680 So that ramp leads to a new pump room door. The original plan had just a stoop with staircase. 43:18.680 --> 43:24.680 But the tank would have needed extra cover along the footing. 43:24.680 --> 43:38.680 So we would have had to have gone back to this type of look to get that extra weight over the footing. 43:38.680 --> 43:44.680 If we didn't decide to put a ramp there. 43:44.680 --> 43:53.680 So the ramp also gives us access. You can kind of see the the white door where I was showing the pointer. 43:53.680 --> 44:00.680 It gives us access to the new pump room. Right. Thanks. So, yeah. 44:00.680 --> 44:03.680 Okay. So right here is the new pump room door. 44:03.680 --> 44:09.680 And then the ramp gives us access to get in that door. 44:09.680 --> 44:16.680 Otherwise we're having to go upstairs and we have to bring in service trucks and potentially cranes to pull up pumps and stuff. 44:16.680 --> 44:22.680 So this makes access a lot better. 44:22.680 --> 44:26.680 This is from the north looking south. 44:26.680 --> 44:29.680 I'm just actually going to go back to this first slide. So. 44:29.680 --> 44:32.680 Right here, these are. 44:32.680 --> 44:37.680 Kind of bump outs, but they're actually our two shore well tanks. 44:37.680 --> 44:45.680 So the plan would be to actually have a curb go north south in front of the tanks. 44:45.680 --> 44:48.680 So it's kind of not exactly how it would be. 44:48.680 --> 44:54.680 But we want to we have to access those tanks with large vehicles and. 44:54.680 --> 44:59.680 Our large jet truck every couple of years. We actually sent a diver into these tanks to clean them. 44:59.680 --> 45:06.680 So currently before this project, it was kind of logistic nightmare to get bigger equipment back there. 45:06.680 --> 45:11.680 So making this path concrete and widening it. 45:11.680 --> 45:15.680 Not only gives us better access to inside the facility, it's a better access to the. 45:16.680 --> 45:18.680 The actual shore wells. 45:18.680 --> 45:22.680 So that's the utility need of this. 45:22.680 --> 45:25.680 If we. 45:25.680 --> 45:30.680 Continue on to the north, like I said, this is the current clear well. 45:30.680 --> 45:36.680 The plan would be to get rid of the soil that's on it right now and push the path to the west. 45:36.680 --> 45:42.680 So we would have an exposed tank wall just like we do in many other spots throughout the building. 45:42.680 --> 45:48.680 And then the path would hug the wall and we would open up more green space to the east. 45:48.680 --> 45:50.680 So all of this space over here. 45:50.680 --> 45:54.680 Would be approximately 20 22 feet wide. 45:54.680 --> 45:57.680 We're now in spaces. It's maybe eight feet. 45:57.680 --> 46:02.680 So this gives us potential for future bench spots picnic table spots. 46:02.680 --> 46:09.680 If you guys remember the south side of the property had was all grass and some trees and we had a couple of picnic tables and. 46:09.680 --> 46:14.680 Quite a few people throughout the seasons came and sat there and enjoyed the time. 46:14.680 --> 46:19.680 So we want to open up the view again and make it more accessible for. 46:19.680 --> 46:26.680 Residents and visitors to enjoy the beautiful view that's right there. 46:26.680 --> 46:29.680 Part of the cost. 46:29.680 --> 46:31.680 So. 46:31.680 --> 46:36.680 The ramp up I go back. 46:36.680 --> 46:45.680 The ramp was about 32,000 of this cost was to build this ramp. 46:45.680 --> 46:51.680 And then it was about 80,000 to do the utility portion of the concrete path. 46:51.680 --> 47:00.680 And then an additional about 27,000 to do the extended footage to get us to. 47:00.680 --> 47:05.680 The north portion of this property where the water treatment plant meets the park. 47:05.680 --> 47:10.680 It was brought up. 47:10.680 --> 47:14.680 What would the cost be if we did this at a future date? 47:14.680 --> 47:18.680 Are we reached out to CD Smith and they said that. 47:18.680 --> 47:25.680 Next year they're they're anticipating maybe a 15 to 18% increase on the construction costs and materials with. 47:25.680 --> 47:29.680 The high construction demand as you just heard. 47:29.680 --> 47:30.680 So. 47:30.680 --> 47:35.680 Doing this project now not only gets us to a faster. 47:35.680 --> 47:38.680 Opening but then also. 47:38.680 --> 47:43.680 If we choose to do this saves us money by waiting to do it in the future. 47:43.680 --> 47:46.680 Any questions? 47:46.680 --> 47:47.680 Of course. 47:47.680 --> 47:48.680 Yeah. 47:48.680 --> 47:52.680 So I just thought of this now and I apologize for not bringing it up earlier. 47:53.680 --> 47:54.680 But. 47:54.680 --> 47:56.680 The Cedar Creek Valley project. 47:56.680 --> 48:00.680 One of the things at the very end will have a bridge. 48:00.680 --> 48:03.680 Where the creek's going to flow into the. 48:03.680 --> 48:08.680 How will that work with this new project. 48:08.680 --> 48:11.680 Or do we have have we thought about that. 48:11.680 --> 48:13.680 So it's. 48:13.680 --> 48:16.680 Kind of hard to see but the outfall is right here. 48:16.680 --> 48:17.680 Yeah. 48:17.680 --> 48:19.680 So it's kind of like at the end there. 48:20.680 --> 48:22.680 So this very last pipe. 48:22.680 --> 48:23.680 Yeah. 48:23.680 --> 48:26.680 That would be the end of the path which there's already kind of a break there anyway. 48:26.680 --> 48:27.680 Okay. 48:27.680 --> 48:28.680 So that. 48:28.680 --> 48:31.680 Kind of would be the start of that. 48:31.680 --> 48:32.680 That other. 48:32.680 --> 48:35.680 We wouldn't be laying down concrete just to pull it up later. 48:35.680 --> 48:36.680 Correct. 48:36.680 --> 48:37.680 Thank you. 48:41.680 --> 48:44.680 Continuing north of that bridge then is there. 48:45.680 --> 48:50.680 To replace the asphalt behind the Yacht Club to the wastewater. 48:50.680 --> 48:53.680 Concrete because there's kind of that section of ready asphalt. 48:53.680 --> 48:54.680 Yeah. 48:54.680 --> 48:56.680 I think that would be that would tie into the. 48:56.680 --> 48:58.680 The Valley Creek project is. 48:58.680 --> 49:01.680 Replacing that final footage. 49:01.680 --> 49:03.680 Of that section. 49:03.680 --> 49:04.680 Yeah. 49:04.680 --> 49:08.680 So with the budget you said 80,000 is the. 49:08.680 --> 49:12.680 The tanks and the infrastructure is does that need to happen right now. 49:12.680 --> 49:17.680 Regardless or is that part of the original plan was to just. 49:17.680 --> 49:21.680 Replace the asphalt and put back top soil. 49:21.680 --> 49:25.680 So there's about 10,000 in the project. 49:25.680 --> 49:27.680 So we'd actually have a 10,000 credit. 49:27.680 --> 49:30.680 If we did this that would go towards this price. 49:30.680 --> 49:34.680 But there is money in the budget to just put the asphalt back. 49:34.680 --> 49:37.680 And then put the soil back where it was. 49:38.680 --> 49:42.680 Also with that the path itself right now. 49:42.680 --> 49:44.680 Like to the north here. 49:44.680 --> 49:46.680 It's barely 10 feet wide. 49:46.680 --> 49:49.680 So we're adding another four to six feet. 49:49.680 --> 49:51.680 So if. 49:51.680 --> 49:56.680 If there were to be some sort of emergency in the park or the Yacht Club. 49:56.680 --> 50:00.680 It's pretty impossible to get a fire truck back there right now. 50:00.680 --> 50:03.680 Or any ambulance would fit, but it'd be pretty tight. 50:04.680 --> 50:08.680 Can you go back to the rendering slide. 50:08.680 --> 50:14.680 Maybe the one with the view from the north. 50:14.680 --> 50:15.680 Yeah. 50:15.680 --> 50:18.680 So it's 20 feet between the rocks and the. 50:18.680 --> 50:21.680 East edge of the concrete there. 50:21.680 --> 50:22.680 Yeah. 50:22.680 --> 50:24.680 With this were to be 16 feet. 50:24.680 --> 50:29.680 We could even take this and take it down to 14 to give two more feet here. 50:30.680 --> 50:34.680 If you remember being down here, this is a pretty steep. 50:34.680 --> 50:37.680 Decline from the the rock wall. 50:37.680 --> 50:42.680 So this curb that would go north south would actually be 12 inches. 50:42.680 --> 50:46.680 So we're going to gain a little bit elevation where we'll try to level this. 50:46.680 --> 50:49.680 Grassy air out as best as we can with that extra footage. 50:49.680 --> 50:51.680 We'll be able to make it a little. 50:51.680 --> 50:52.680 Yeah. 50:52.680 --> 50:56.680 So the rendering is a little deceiving because the grade actually comes down. 50:57.680 --> 50:58.680 Yeah. 50:58.680 --> 51:00.680 To that path rather than being flat across there. 51:00.680 --> 51:06.680 And then there's a storm, a catch basin on the south end of the walk to. 51:06.680 --> 51:07.680 Yeah. 51:07.680 --> 51:12.680 So not shown, but right about in, in this area, we'd have a catch basin and it'd connect 51:12.680 --> 51:16.680 into a storm catch basin right here. 51:16.680 --> 51:19.680 So we'd be able to take most of the pass flow. 51:19.680 --> 51:23.680 Catch it and then, you know, put it into our sewers. 51:23.680 --> 51:26.680 Right now, we'll pre project. 51:26.680 --> 51:31.680 It was pretty icy back there during winter. 51:31.680 --> 51:37.680 So that curb is going to extend past those kind of half circle concrete areas where the 51:37.680 --> 51:38.680 benches are. 51:38.680 --> 51:39.680 Yeah. 51:39.680 --> 51:40.680 It'll be a step there. 51:40.680 --> 51:41.680 And how, how high did you say that was? 51:41.680 --> 51:44.680 12 inches, 12 inches. 51:44.680 --> 51:49.680 And we have a, there's an electrical transfer box right here too. 51:49.680 --> 51:52.680 That's not shown, but that would be protected by the curb too then. 51:53.680 --> 52:00.680 Will there be breaks in that curb every so often to allow access onto the green space? 52:00.680 --> 52:01.680 Yeah. 52:01.680 --> 52:02.680 Good question. 52:02.680 --> 52:04.680 So we were anticipating. 52:04.680 --> 52:10.680 Two or three spots on the north side more, kind of away from our working area that we 52:10.680 --> 52:13.680 would do stairs into the area. 52:13.680 --> 52:20.680 So that's built into this quote too. 52:21.680 --> 52:22.680 Well, I think it looks great. 52:22.680 --> 52:25.680 I'm thrilled to have a path back. 52:25.680 --> 52:26.680 Yeah. 52:26.680 --> 52:30.680 Any other questions or. 52:30.680 --> 52:35.680 How long do you think the project will take and like what's the, what's the, is there any 52:35.680 --> 52:39.680 risk with lead times and parts or anything that gets started yet this year? 52:39.680 --> 52:41.680 Luckily most of it is concrete. 52:41.680 --> 52:47.680 The only lead time issue might be a getting the storm catch basin. 52:48.680 --> 52:51.680 But there's plenty to do for CD Smith in the meantime. 52:51.680 --> 52:59.680 So if the underground work is slated to start September 21st, if that takes two weeks or 52:59.680 --> 53:08.680 one to two weeks, CD Smith would basically start immediately going into this project with hopefully 53:08.680 --> 53:10.680 completing it by the end of fall. 53:10.680 --> 53:13.680 It should be pretty easy to get down to further ground freezes. 53:13.680 --> 53:14.680 Yep. 53:15.680 --> 53:20.680 And avoiding any winter concrete costs. 53:20.680 --> 53:21.680 One last question. 53:21.680 --> 53:25.680 So I can't tell by the existing site. 53:25.680 --> 53:28.680 Are there trees there or would trees have to be planted? 53:28.680 --> 53:31.680 There's currently no trees and there, there wasn't any trees. 53:31.680 --> 53:32.680 Any kind of like. 53:32.680 --> 53:33.680 Shade. 53:33.680 --> 53:34.680 Any kind. 53:34.680 --> 53:38.680 We could try to add trees more to the north area. 53:38.680 --> 53:40.680 But again, this is a rock wall. 53:40.680 --> 53:45.680 So the rocks, although you see them here, they do extend to the west. 53:45.680 --> 53:50.680 So we'd have to pick the right kind of tree to. 53:50.680 --> 53:55.680 Our wastewater treatment plant outfall runs down that path too. 53:55.680 --> 53:57.680 So we can be cognizant of that. 53:57.680 --> 53:58.680 Okay. 53:58.680 --> 54:02.680 But we could do we approve those paths in the front. 54:02.680 --> 54:06.680 It could be something similar maybe later on down the road. 54:06.680 --> 54:07.680 Yeah. 54:07.680 --> 54:08.680 Absolutely. 54:09.680 --> 54:18.680 How many benches do you actually anticipate being along there? 54:18.680 --> 54:19.680 That depends. 54:19.680 --> 54:23.680 I don't know our bench policy here. 54:23.680 --> 54:27.680 I was I was anticipating to. 54:28.680 --> 54:30.680 I was thinking about the. 54:30.680 --> 54:32.680 Picking table areas. 54:32.680 --> 54:36.680 You know, with hopefully shade in the future and then benches between. 54:36.680 --> 54:40.680 So I would say at least for benches. 54:40.680 --> 54:48.680 It's a it's a large area. 54:48.680 --> 54:49.680 Okay. 54:49.680 --> 54:52.680 Only ask because the rendering looks really nice. 54:52.680 --> 54:53.680 Yeah. 54:54.680 --> 54:55.680 Yep. 54:55.680 --> 54:57.680 That's the goal. 54:57.680 --> 54:59.680 Any more questions? 54:59.680 --> 55:01.680 Just just one. 55:01.680 --> 55:05.680 Would this be considered under park and rec then as part of the park? 55:05.680 --> 55:08.680 Or is it going to be part of the water treatment? 55:08.680 --> 55:09.680 This would be water treatment. 55:09.680 --> 55:11.680 I mean, we we take care of it. 55:11.680 --> 55:12.680 Right now. 55:12.680 --> 55:13.680 Okay. 55:13.680 --> 55:20.680 Yeah. 55:21.680 --> 55:23.680 There's no more questions. 55:23.680 --> 55:26.680 They entertain a motion. 55:26.680 --> 55:33.680 I'll move to accept or to approve the recommendation of staff on this project. 55:33.680 --> 55:34.680 As written. 55:34.680 --> 55:37.680 The motion by elder woman Miller. 55:37.680 --> 55:39.680 The second. 55:39.680 --> 55:43.680 I'll second. 55:43.680 --> 55:47.680 I guess if there's no more comments or discussion all in favor. 55:47.680 --> 55:48.680 Hi. 55:49.680 --> 55:50.680 Motion carries. 55:50.680 --> 55:58.680 Thank you. 55:58.680 --> 56:00.680 Thanks, Dan. 56:00.680 --> 56:04.680 That brings us to item number six. 56:04.680 --> 56:08.680 Review staff monthly reports. 56:08.680 --> 56:10.680 Okay. 56:11.680 --> 56:14.680 I'll just add. 56:14.680 --> 56:16.680 We just met two weeks ago. 56:16.680 --> 56:20.680 So I won't necessarily go through all these, but are there. 56:20.680 --> 56:24.680 Are there any questions about anything in any of the reports. 56:24.680 --> 56:26.680 For this evening. 56:26.680 --> 56:27.680 Yeah. 56:27.680 --> 56:35.680 Not that we're not very busy or that there aren't exciting things, but. 56:35.680 --> 56:39.680 Yeah, I'll just take any questions if anyone has any on the reports. 56:40.680 --> 56:44.680 I guess not. 56:44.680 --> 56:45.680 Okay. 56:45.680 --> 56:48.680 Moving on to chairman's business. 56:48.680 --> 56:50.680 I have none. 56:50.680 --> 56:54.680 Members liaison's business. 56:54.680 --> 56:57.680 Nope. 56:57.680 --> 57:05.680 Next meeting is October 13th, 2026 here at 530 p.m. 57:06.680 --> 57:11.680 And I guess that brings us to item 10 adjournment. 57:11.680 --> 57:14.680 I have a motion. 57:14.680 --> 57:16.680 I'll make the motion to adjourn the meeting. 57:16.680 --> 57:18.680 Motion by Alderman Beaster. 57:18.680 --> 57:19.680 Second. 57:19.680 --> 57:20.680 Second by Mr. Polly. 57:20.680 --> 57:22.680 I'm all in favor. 57:22.680 --> 57:23.680 Hi. 57:23.680 --> 57:25.680 Do I do this again? 57:25.680 --> 57:26.680 Yeah. 57:26.680 --> 57:31.680 Thanks, Nick.