1 00:00:13,100 --> 00:00:14,260 Recording in progress. 2 00:00:14,660 --> 00:00:19,260 All right. Get 6.30 p.m. on Tuesday, September 15th. We'll go and call to order the city of 3 00:00:19,260 --> 00:00:23,040 the box out of public works and planning and zoning committee meeting. Can we get a roll 4 00:00:23,040 --> 00:00:28,960 call please? Yes, Schubert. Here. Here. Here. Here. Item three, approve the order of 5 00:00:28,960 --> 00:00:32,560 business. I'll make a motion to approve the order of business as presented. 6 00:00:33,060 --> 00:00:36,220 Second. Much by sugar. Second by Thomas to approve. All in favor. Aye. 7 00:00:36,620 --> 00:00:40,380 Opposed? Most you carry. Item 4 approved previous meeting minutes. 8 00:00:40,460 --> 00:00:43,860 4A. Public works and planning and zoning committee meeting minutes for September 9 00:00:43,860 --> 00:00:49,180 1st, 2026. I'll move to approve the September 1st public works and planning and 10 00:00:49,180 --> 00:00:52,760 zoning committee meeting minutes as presented. Second. Much by Thomas. Second by 11 00:00:52,760 --> 00:00:57,700 sugar to approve. All in favor. Aye. Opposed? Most you carry. Item 5. Unfinished 12 00:00:57,700 --> 00:01:01,220 business there is nothing there we'll move on to number six new business six a 13 00:01:01,220 --> 00:01:05,900 ordinance number 803 in ordinance to revise the zoning designation of the 14 00:01:05,900 --> 00:01:09,880 property that is legally described as drainage lot one a block three of 15 00:01:09,880 --> 00:01:14,980 Creek side-of-state subdivision in section 30 Township 2 North Range 90s Black 16 00:01:14,980 --> 00:01:18,460 Hillsbury and Box Outer Pennington County South Dakota if approved we'll go to 17 00:01:18,460 --> 00:01:22,380 tonight's counseling. Well I've hadn't planned so in director so this 18 00:01:22,380 --> 00:01:26,460 application has been a little confusing because I've been asked by many people 19 00:01:26,460 --> 00:01:28,300 what is going on with this. 20 00:01:28,560 --> 00:01:36,220 So that outlined lot in the white dotted area is being asked to be rezoned the next item 21 00:01:36,220 --> 00:01:38,420 that we have as a minor plat to create this lot. 22 00:01:38,900 --> 00:01:46,940 It is being rezoned because the three parcels to the east are already zoned are three and 23 00:01:46,940 --> 00:01:52,380 they plan to do a minor plat to combine those lots and create town homes on them. 24 00:01:52,380 --> 00:01:57,640 They were having a hard time where their drainage would go, so they approached the 25 00:01:58,820 --> 00:02:06,560 previous or old Sentinel Federal Credit Union building with that area to the north to split that off to have it for a drainage lot. 26 00:02:09,480 --> 00:02:10,580 Any questions comments? 27 00:02:10,960 --> 00:02:11,160 I'll 28 00:02:13,270 --> 00:02:19,470 make a motion to approve board an administrative three as presented and forward to tonight's city council meeting with the recommendation of approval. 29 00:02:19,770 --> 00:02:20,030 Second. 30 00:02:20,030 --> 00:02:24,470 much by super second by tell us to approve any further discussion all the favor I 31 00:02:24,470 --> 00:02:33,130 Opposed most she carries six B minor plaque create side of states lot C-1A and drainage lot one of block three if approved 32 00:02:33,130 --> 00:02:36,690 We'll go to tonight's council to both hadn't plans on any director 33 00:02:36,690 --> 00:02:45,090 So this is the minor plot to split that lot to create the existence at no lot and that drainage lot to the north 34 00:02:45,810 --> 00:02:46,890 Thank you very much 35 00:02:46,890 --> 00:02:49,790 I'll move to prove minor plan for lots 36 00:02:50,030 --> 00:02:54,890 C-1-A and drainage of block one of block three of Creek Cytocate subdivision and 37 00:02:54,890 --> 00:02:57,450 forth to tonight's City Council moving with the recommendation approval. 38 00:02:58,070 --> 00:03:00,990 Much by Sadler, second by sugar to approve any further discussion. 39 00:03:01,810 --> 00:03:02,250 All in favor? 40 00:03:02,670 --> 00:03:02,790 Aye. 41 00:03:03,330 --> 00:03:03,590 Opposed? 42 00:03:04,130 --> 00:03:04,550 Motion carries. 43 00:03:05,510 --> 00:03:13,050 6-C, change order two, final parking lot construction for felt on the community park, project number 2-6-0-0-2, J&J asphalt company. 44 00:03:13,690 --> 00:03:18,610 Thank you, Mr. Chairman, Scott Lang, City Engineer, this is our final change order for the parking lots. 45 00:03:18,610 --> 00:03:26,790 We did spend a little extra money on some gravel by helps palm but overall we're well under our proposed budget for the year 46 00:03:26,790 --> 00:03:32,910 I think if you've looked at those those projects look pretty good and I recommend we approve the final change order so we can 47 00:03:32,910 --> 00:03:35,550 Create a final pay-up and close the project 48 00:03:50,080 --> 00:03:57,160 project number two six zero zero two as presented with J&J asphalt company with an 49 00:03:57,160 --> 00:04:02,200 increase for seven thousand seven hundred dollars and a total contract amount of 50 00:04:02,200 --> 00:04:08,560 188,679 dollars and forward to a future city council meeting with 51 00:04:08,560 --> 00:04:12,040 recommendation of approval. Second. Motion by Super. Second by 52 00:04:12,040 --> 00:04:17,140 Tows to approve any further discussion. All in favor? Aye. Opposed? Motion carries. 53 00:04:17,140 --> 00:04:21,380 Six D, accept easement for Black Hills Federal Credit Union sidewalk. 54 00:04:22,300 --> 00:04:29,020 Thank you, Mr. Chairman, Scott Lang, City Engineer, it's filling in one of those little pieces of missing sidewalk along Villa. 55 00:04:30,060 --> 00:04:35,140 Now, Villa is a narrow road, I think it's 50 feet, doesn't have the standard 66 foot. 56 00:04:35,340 --> 00:04:39,340 So the sidewalk is actually going on private property, so we get an easement to cover it. 57 00:04:40,100 --> 00:04:44,800 Expect Villa, or excuse me, to Black Hills Federal Credit Union to build that yet this fall. 58 00:04:45,500 --> 00:04:49,880 So this is accepting the easement, same thing we did for Circle K. 59 00:04:50,140 --> 00:04:51,740 Yes sir, thank you very much. 60 00:04:53,730 --> 00:04:56,950 I'm going to motion to accept sidewalk easement as presented with Black Hills Federal 61 00:04:56,950 --> 00:04:59,690 Care Union and forward to the future city council meeting with the recommendation. 62 00:05:00,210 --> 00:05:29,970 Second. Motion by town, second by Subaru, to approve any further discussion. All in favor? Aye. Aye. Opposed? Motion carries. Item 7. Information, items, we have a presentation. Now the sanitary sewer study results by DGR, DGR engineer. Thank you, Mr. Chairman, Scott Lang, city engineer. We've DGR has been our consultant here on sewer projects in this last year, the previous year we put the model together. So this year, Dana and Dan did a study. 63 00:05:29,970 --> 00:05:34,390 using that model to just find any weak points in our system. 64 00:05:34,950 --> 00:05:39,070 And that's what the study does in data series to give you a quick update of that. 65 00:05:39,430 --> 00:05:41,430 Yeah, thanks for having us. 66 00:05:41,850 --> 00:05:44,930 Scott mentioned I'm Dana Foreman with the DGR engineering. 67 00:05:45,550 --> 00:05:52,770 This is really the end result of the sewer modeling study that we started with last year, 68 00:05:53,030 --> 00:05:55,170 and we'll go through a few things here. 69 00:05:56,070 --> 00:06:03,010 So the study scope was really to provide a comprehensive look at the sanitary sewer system 70 00:06:03,010 --> 00:06:09,170 really evaluating the existing system, the future demands that we placed on that existing 71 00:06:09,170 --> 00:06:17,070 system, identify any deficiencies that the system might have then from those deficiencies 72 00:06:17,070 --> 00:06:24,650 look at alternatives, recommendations for long-term system improvement planning and then short-term 73 00:06:24,650 --> 00:06:29,670 capital improvements. What are the put of those recommendations going to cost the city going forward. 74 00:06:32,340 --> 00:06:39,420 The existing system that the city has, it's made up of 325,500 linear feet of sewer main 75 00:06:39,420 --> 00:06:45,880 plus the collection. Those phases range from 8 inch to 36 inch diameter means 76 00:06:47,220 --> 00:06:50,000 mains are primarily PVC. There's a little bit of 77 00:06:50,000 --> 00:06:54,340 of clay pipe up in the system, but it's primarily PVC. 78 00:06:55,540 --> 00:06:56,980 There's two trunk mains. 79 00:06:57,840 --> 00:06:59,660 We consider trunk mains really anything 80 00:06:59,660 --> 00:07:02,500 that's over about a 12 inch diameter size. 81 00:07:02,740 --> 00:07:06,020 The 36 inch that is in your system 82 00:07:06,020 --> 00:07:07,480 now would be considered a trunk main. 83 00:07:09,000 --> 00:07:13,000 In the city system, it's really highway 1416 84 00:07:13,820 --> 00:07:16,460 from Westgate all the way to the wastewater plant 85 00:07:16,460 --> 00:07:17,420 is a trunk main. 86 00:07:18,300 --> 00:07:32,920 and then there's what we call the elsewhere. The trunk that goes takes the base sewer about the golf course area kind of runs across and then goes south of the interstate and then connects with a wastewater plant. 87 00:07:34,320 --> 00:07:45,380 The city has one lift station that's out in Veterans Park and then all of the wastewater is treated at the city to regional wastewater treatment facility. 88 00:07:45,380 --> 00:07:56,460 that the city shares those costs with with city on those on those flows. Right now that's a 50-50 89 00:07:56,460 --> 00:08:04,120 split on flow allocation. There's some nuances within those splits but it's basically a 50-50 split 90 00:08:04,120 --> 00:08:09,260 so it's 50 base 50 cities how that's set up in that today's agreement. 91 00:08:12,840 --> 00:08:14,200 This map's going to be 92 00:08:14,200 --> 00:08:20,380 tough to see but in in in greater scale it really shows you how far the city 93 00:08:20,380 --> 00:08:27,120 serves serves the area it serves all way over to exit 61 on the west on the 94 00:08:27,120 --> 00:08:30,720 left side of the screen and then I'll wait out to the wastewater plant on the 95 00:08:30,720 --> 00:08:32,100 very far 96 00:08:32,100 --> 00:08:39,340 a lot of geography a lot of means that make up that 325,000 plus 97 00:08:40,840 --> 00:08:44,940 It's a lot to take care of for staff and then 98 00:08:48,590 --> 00:08:51,650 as part of, so we know the existing flows 99 00:08:51,650 --> 00:08:56,910 today because those are monitored and metered but then we looked at what is 20 years from 100 00:08:56,910 --> 00:09:02,230 now look like, so similar to the water study that we did in some other studies at the city's 101 00:09:02,230 --> 00:09:12,770 undertaking, we used a 2.5% row 3 and in 2045 that's about 25,000 people, that's what 102 00:09:15,010 --> 00:09:15,130 that 103 00:09:15,130 --> 00:09:23,090 we looked at the usage demands and right now the city has about 0.62 million gallons per day 104 00:09:23,090 --> 00:09:31,570 of wastewater that goes to the wastewater plant. When we look at projections in 2045 we're looking 105 00:09:31,570 --> 00:09:40,030 at about 1.6 million gallons average day even though the population is about doubling the flows 106 00:09:40,030 --> 00:09:44,670 don't quite double we're assuming more than that and that's just we're using some state 107 00:09:44,670 --> 00:09:49,590 averages on those future flows and it's a little conservative so that's a good thing. 108 00:09:51,030 --> 00:09:57,690 Right now peak days about 1.4 million gallon per day and then 2045 we're looking at 3.7 million 109 00:09:57,690 --> 00:09:58,630 and go on for days. 110 00:10:01,780 --> 00:10:31,760 As part of the analysis, we developed the existing condition model last year, and then this year we use those 2045 future flows in the model. The model is a dynamic model where we actually taken into account the timing of, say, the water from this area. It takes a certain amount of time to get to across the interstate. We take that all into account rather than it's saying A plus B plus C. 111 00:10:31,760 --> 00:10:37,600 see the dynamic models more accurate and make us so we don't oversize things. 112 00:10:40,250 --> 00:10:46,180 So then this year we created that future model that looked at what the future flows 113 00:10:46,180 --> 00:10:47,540 does to the current system. 114 00:10:49,320 --> 00:10:50,740 Waste water treatment allocation. 115 00:10:51,620 --> 00:11:00,820 We looked at the existing flows, 2045 future flows, BOD, which is biological oxygen demand, 116 00:11:00,820 --> 00:11:02,800 and TSS and ammonia. 117 00:11:02,960 --> 00:11:04,980 Those are things that are programmed 118 00:11:04,980 --> 00:11:08,320 into your guys' agreement with Cedida as part of that usage. 119 00:11:08,900 --> 00:11:13,220 And those are typical wastewater treatment type metrics. 120 00:11:22,770 --> 00:11:24,090 I think I've lost my mind. 121 00:11:24,090 --> 00:11:24,890 Is it not working? 122 00:11:25,310 --> 00:11:25,430 No. 123 00:11:28,480 --> 00:11:28,960 There we go. 124 00:11:29,120 --> 00:11:29,420 I'll do it. 125 00:11:29,780 --> 00:11:32,420 So after we did the analysis, we looked at deficiencies. 126 00:11:32,620 --> 00:11:37,040 So what concerns are out there today with existing flows, 127 00:11:37,380 --> 00:11:39,060 what concerns are we going to be out there 128 00:11:39,060 --> 00:11:46,060 with the future flows and what we found and this is a really short list which is 129 00:11:46,060 --> 00:11:50,220 fantastic for the city and then when we work through it with city staff we're 130 00:11:50,220 --> 00:11:55,720 just really happy that there isn't a lot of glaring deficiencies out there but 131 00:11:56,660 --> 00:12:02,400 what we found was within the collection system there's a couple 132 00:12:02,400 --> 00:12:07,920 a couple of constructions and one construction is on Prairie Road where the 133 00:12:07,920 --> 00:12:13,900 Veterans Listation when it discharges into the Prairie Road sewer main, that 134 00:12:13,900 --> 00:12:18,140 sewer main becomes that capacity during existing time and then of course 135 00:12:18,140 --> 00:12:25,520 future it really is over capacity. So that's one and then the other one is what we 136 00:12:25,520 --> 00:12:33,040 called the 1416 trunk from Cottonwood to the plant, which is phase two, is what we kind 137 00:12:33,040 --> 00:12:33,480 of call that. 138 00:12:35,160 --> 00:12:41,080 And then really continue to monitor and repair infiltration and inflow. 139 00:12:41,280 --> 00:12:50,300 So what we see from meter flow data was during real peak rain events like 2019, we guys had 140 00:12:50,300 --> 00:12:50,940 a lot of rain. 141 00:12:51,840 --> 00:12:56,040 the flow amounts from the really jumped up and that's just because there's open 142 00:12:56,040 --> 00:13:02,500 clean outs and open manhole maybe or something that staffs done a great job 143 00:13:02,500 --> 00:13:07,600 identifying and fixing a lot of those and it's just a it's a continuous thing 144 00:13:07,600 --> 00:13:13,760 to always be working on. Deficiencies on the wastewater treatment facility, we 145 00:13:13,760 --> 00:13:18,740 didn't have any that has a really good rating from the state and currently is 146 00:13:18,740 --> 00:13:19,660 operating as it should. 147 00:13:23,270 --> 00:13:28,710 So from there, what recommendations and priorities did we come 148 00:13:28,710 --> 00:13:34,970 up with to repair those deficiencies? With the collection system, what we came up with 149 00:13:34,970 --> 00:13:41,530 is rather than have waste water go all the waste water go down prairie road and then it 150 00:13:41,530 --> 00:13:47,070 comes back to tower. We looked at actually rerouting it and just sending it down tower because 151 00:13:47,070 --> 00:13:53,090 the city's arty program on a tower road reconstruct. So let's just send the waste water down tower road. 152 00:13:54,070 --> 00:13:59,670 And then another one, the 1416 up sizing from Cottonwood to the waste water plant. 153 00:14:00,050 --> 00:14:03,790 That's something that the city's already been programming as well. 154 00:14:03,990 --> 00:14:09,010 So really those two things, city staff are already on top of and we just validated it. 155 00:14:09,010 --> 00:14:17,830 So, and then continue with I and I improvement and that's just really a yearly, yearly type maintenance program to get into. 156 00:14:18,890 --> 00:14:30,090 On the wastewater treatment facility, about 2045, that 20 years out, the city will be bumping up pretty close to their allocation amounts. 157 00:14:30,730 --> 00:14:37,470 So we just, we just said continue to monitor as your population increases to really just check back in and 158 00:14:37,470 --> 00:14:42,990 see how it goes flows, check back into your population as, you know, five years, 10 years down the road. 159 00:14:44,210 --> 00:14:50,770 I do have some exhibits here. This exhibit, this shows the tar road rerout. 160 00:14:51,110 --> 00:14:56,150 So right now, as the word comes here, it goes down very well. 161 00:14:56,990 --> 00:14:59,970 If the car was reconstructed, that's just... 162 00:15:00,080 --> 00:15:11,880 Send a lot of that sewer down tower and that way, that way, this, you can stand a glass over here. It's a really great solution. City staff was a big part of coming up with that idea. 163 00:15:14,400 --> 00:15:24,460 And then here's the 14, 16 trunk up sizing from cottonwood for planting, which is another one that City staff has already programmed. 164 00:15:28,560 --> 00:15:34,100 That's all I have. Any questions? I like to add a couple things. First of all, 165 00:15:34,100 --> 00:15:38,520 I think it's really just to note, our system's in really good shape. 166 00:15:39,020 --> 00:15:41,420 Now it's a really good shape for a couple of reasons. 167 00:15:41,660 --> 00:15:46,560 One, the city's made some heck of an investment already in sewer capacity. 168 00:15:46,760 --> 00:15:52,500 14, 16 phase one, Westgate, Cheyenne Boulevard, all of those give us 169 00:15:52,500 --> 00:15:58,040 the ability to grow that we wouldn't have without that previous investment. 170 00:15:59,260 --> 00:16:04,860 We've got 14, 16 phase two program, so we should be in good shape there. 171 00:16:05,260 --> 00:16:10,140 And yes, Josh and Public Works came up with a good solution to very rough that along tower. 172 00:16:10,300 --> 00:16:13,360 That's a great simple solution that we can work into the plant. 173 00:16:14,160 --> 00:16:18,940 The other thing I'd like to say as far as the capacity of the plant, it's 3 million gallons, right? 174 00:16:19,040 --> 00:16:27,840 We split half with the city, half with the base, I don't think the base is ever going to get to 1.5 million gallons. 175 00:16:27,840 --> 00:16:35,080 I think as we grow up out to 2045, there's like Dana said, population review and allocation 176 00:16:35,080 --> 00:16:39,920 shift is probably going to be the solution as opposed to expanding the plant. 177 00:16:40,080 --> 00:16:45,980 We might have to expand the plant a little bit, but it's not for sure and then you'll 178 00:16:45,980 --> 00:16:49,780 know in 15-ish years if that indeed would be the case. 179 00:16:51,180 --> 00:16:56,140 And then last thing I'm going to thank, Dan and Dana, I just going back to the model, 180 00:16:56,140 --> 00:17:02,540 Going back to this report, I'm really pleased with the data we got and how we can use that. 181 00:17:02,640 --> 00:17:06,880 This is going to be a facility plan that we're going to send to the DNR. 182 00:17:07,540 --> 00:17:11,780 If for some reason we've got to go pursue some money, we've got this done already. 183 00:17:12,080 --> 00:17:13,620 So I do want to thank these two guys. 184 00:17:15,300 --> 00:17:22,640 One of the real big benefits out of the model going forward is anytime that a new business, 185 00:17:23,160 --> 00:17:30,300 that's a large user or big development comes to town city staff I have an ability to engage us to you know 186 00:17:30,300 --> 00:17:35,720 let's let's check the model verify those sewer pipes that are going to go in there and what 187 00:17:35,720 --> 00:17:41,280 of those need to be and so the going for is a lot of benefits on that model. That's why you will see an 188 00:17:41,280 --> 00:17:51,420 on call for sewer services as needed each year. Thank you very much. I appreciate that. All right moving on to number eight 189 00:17:51,420 --> 00:17:53,040 A adjournment, I would entertain the motion. 190 00:17:53,440 --> 00:17:59,820 I'll make most of you adjourn September 15th, 2026 public works in Planning and Zoning Committee meeting at 6.47pm. 191 00:18:00,340 --> 00:18:03,640 So, much by teller, second by super to adjourn all the favor. 192 00:18:04,000 --> 00:18:04,200 Aye. 193 00:18:04,600 --> 00:18:04,820 Opposed? 194 00:18:05,440 --> 00:18:06,300 We are adjourned. 195 00:18:12,770 --> 00:18:13,770 Recording stopped.