Utility Commission

AGENDA VILLAGE OF LITTLE CHUTE UTILITY COMMISSION MEETING PLACE: Village Hall Board Room DATE: Tuesday, January 21, 2020 TIME: 6:00 p.m. A. Call to Order B. Roll Call C. Public Appearance for Items Not on the Agenda ────────────────────────────────────────────────────────── 1. Approval of Minutes Utility Commission Minutes of December 17, 2019 2. Discussion—Stormwater Pond Safety 3. Progress Reports a. MCO Operations Update b. Director of Public Works c. Finance Director 4. Approval of Vouchers 5. Unfinished Business 6. Items for Future Agenda 7. Closed Session: 19.85(1)(g) Conferring with legal counsel for the governmental body who is rendering oral or written advice concerning strategy to be adopted by the body with respect to litigation in which it is or is likely to become involved. Outagamie County Landfill 8. Return to Open Session 9. Adjournment Requests from persons with disabilities who need assistance to participate in this meeting should be made with as much advance notice as possible to the Clerk's Office at 108 West Main Street, (920) 423-3852 Prepared: January 16, 2020  MINUTES OF THE UTILITY COMMISSION MEETING DECEMBER 17, 2019 Call to Order The Utility Commission meeting was called to order at 6:00 P.M. by Kevin Coffey, Chair Roll Call PRESENT: Kevin Coffey, Chair Tim Wegand Jessica Schultz Mark Gloudemans EXCUSED: Tom Buchholz Michael Vanden Berg ALSO PRESENT: Village Administrator James Fenlon, Director of Public Works Kent Taylor, Finance Director Lisa Remiker-DeWall, Jerry Verstegen, MCO Public Appearance for Items Not on the Agenda None Approval of Minutes from the Utility Commission Meeting of November 19, 2019 Moved by M. Gloudemans, seconded by T. Wegand to Approve Minutes from the Utility Commission of November 19, 2019 All Ayes – Motion Carried Action—MCO Contract Administrator Fenlon advised the Commission that legal has approved and staff is recommending approval of the MCO Contract.. Moved by K. Coffey, seconded by J. Schultz to Approve the MCO Contract as presented All Ayes – Motion Carried Progress Reports MCO Operations Update Jerry Verstegen, MCO gave updates on the November Water Department projects. Director of Public Works Director Taylor gave updates on the November Utility report. Finance Director Director Remiker-DeWall gave updates on the November Finance report. Approval of Vouchers Moved by J. Schultz, seconded by M. Gloudemans to Approve and Authorize payment of Vouchers and draw from the respective funds All Ayes – Motion Carried Unfinished Business Update on the Outagamie County Landfill situation Items for Future Agenda Outagamie County Landfill Adjournment Moved by K. Coffey, seconded by T. Wegand to Adjourn the Utility Commission Meeting at 6:35 p.m. All Ayes – Motion Carried VILLAGE OF LITTLE CHUTE By: Kevin Coffey, Chair Attest: Laurie Decker, Village Clerk  Village of Little Chute REQUEST FOR UTILITY COMMISSION CONSIDERATION ITEM DESCRIPTION: Stormwater Pond Safety PREPARED BY: James P. Fenlon, Administrator REPORT DATE: January 16, 2020 ADMINISTRATOR'S REVIEW/COMMENTS: ( See Below ) EXPLANATION: This memo is meant as an overview to the commission regarding Village of Little Chute Stormwater ponds after a drowning at a privately owned storm water feature in 2019 in a neighboring community. In that time, staff researched and conferred with legal counsel to ensure that the Village of Little Chute was doing what we could to make the ponds safe while also managing liability. The issue of hazards and safety has a long history relating to the design of detention basins. The WDNR have standards to consider when construction detention ponds which include the following: 1. Include a safety shelf (or aquatic shelf) that extends a minimum of 8 ft. from the edge of the permanent pool waterward with a slope of 10:1 (horizontal:vertical) or flatter. The maximum depth of the permanent pool of water over the shelf shall be 1.5 ft. 2. Side Slopes – All interior side slopes above the safety shelf shall be 3:1 (horizontal:vertical), or flatter if required by the applicable regulatory authority. Other safety devices include grates to prevent children from crawling into large open pipes and enclosure of outlet pipes to prevent being pulled into or pinned onto the outlet structure. At this time, we are of the opinion that all regional ponds constructed by the Village meet the slope and safety shelf requirement as well as the grate for the outlet structures. Field verification with photos should be provided during the annual inspection of the outlet structure and pond inflow storm piping or if possible when the depth of ponds are being evaluated this winter. As our storm water team met to discuss our storm pond maintenance for 2020, they also discussed fencing, signage, guard rails, security, and safety associated with the ponds. Our storm water team is in agreement that no additional fencing is needed at any of the existing ponds at this time for the following reasons: • There are limited “steep embankments” at the ponds • Outlet structures are protected with trash racks • We will be adding additional rock at outlet structures to provide for better flow through which in turn will provide an additional safety aspect prior to the outlet structure • All ponds have a built in safety shelf around the perimeter • We have budgeted for pond sediment removal as/where needed • We are in the process of designing and distributing public information (Outreach) to the residents in the vicinity of the ponds. Door hanger information will include general storm pond info, safety and security, and information to discourage people and pets from entering the ponds • Fencing can impede rescue efforts, is expensive and turns into future maintenance, and impedes regular pond maintenance, inlet/outlet repair, sediment removal, weed control, controlled burning, and tree removal In the future, we would reserve the right to make changes to fencing, signage, and guard rails as needed. RECOMMENDATION: This is provided simply for information and there is no action to take on this item. C:\Documents and Settings\jfenlon\Desktop\Village Board and Notes\IFCs 1/16/2020 3:36:42 PM  Village of Little Chute Water Monthly Superintendent Report Date: 1/16/2020 Updates for the current operations and projects of the Village of Little Chute Water Department: Pumping and Treatment Well # 1 • 11/1/2019 Hardness Report • Pump House # 2 • 11/1/2019 Hardness Report • Well # 3 • 12/4/2020 Replaced Air Compressor • Well # 4 • 11/1/2019 Hardness Report Towers/Reservoirs • Levels Adjusted for Winter Operations • • Distribution System Main • 12/18/2019 Main Break Buchanan 1100 Meters • November Commercial Cross Connection Surveys • December Commercial Cross Connection Surveys Customers • 9/11/2019 400 Wilson concern about lead lines  1/16/2020 2019 Pumpage Totals Pumpage x 1000 Waste Discahrge x 1000 Blend and Pumpage % Well Pumps Booster Pumps Well Booster Storm Sanitary Storm Sanitary Blend % % Pumped by Plant #1 #3 #4 #1 #3 #4 Totals Totals #1 #3 #4 #1 #3 #4 Totals Totals #1 #3 #4 #1 #3 #4 1-Dec 0 646 385 0 635 465 1,031 1,100 0 16 0 28 30 16 58 12.02% 1.08% 0.0% 62.7% 37.3% 2-Dec 295 325 510 245 291 487 1,130 1,023 0 0 8 0 45 0 53 11.86% 10.26% 1.18% 26.1% 28.8% 45.1% 3-Dec 0 562 570 0 503 502 1,132 1,005 0 16 0 29 55 16 84 11.86% 1.19% 0.0% 49.6% 50.4% 4-Dec 270 312 496 244 322 520 1,078 1,086 0 0 5 0 49 0 54 11.48% 10.65% 1.20% 25.0% 28.9% 46.0% 5-Dec 0 606 513 39 541 548 1,119 1,128 0 17 0 29 45 17 74 11.75% 1.19% 0.0% 54.2% 45.8% 6-Dec 327 289 445 275 272 518 1,061 1,065 1 0 8 0 45 1 53 11.93% 10.60% 1.24% 30.8% 27.2% 41.9% 7-Dec 0 579 381 0 544 413 960 957 0 16 0 29 41 16 70 11.89% 1.17% 0.0% 60.3% 39.7% 8-Dec 0 684 316 0 652 419 1,000 1,071 0 11 0 19 34 11 53 11.42% 1.14% 0.0% 68.4% 31.6% 9-Dec 220 358 572 208 347 541 1,150 1,096 0 8 9 9 45 8 63 11.82% 11.63% 1.16% 19.1% 31.1% 49.7% 10-Dec 289 214 456 282 181 501 959 964 0 9 5 19 44 9 68 11.76% 10.59% 1.22% 30.1% 22.3% 47.5% 11-Dec 263 303 496 272 305 515 1,062 1,092 0 0 9 0 45 0 54 11.79% 10.35% 1.20% 24.8% 28.5% 46.7% 12-Dec 0 640 546 16 606 524 1,186 1,146 13 17 17 29 59 30 105 12.08% 1.22% 0.0% 54.0% 46.0% 13-Dec 0 518 428 0 468 457 946 925 0 5 0 10 38 5 48 11.08% 1.20% 0.0% 54.8% 45.2% 14-Dec 687 0 294 621 0 360 981 981 15 0 18 0 22 15 40 11.94% 1.00% 70.0% 0.0% 30.0% 15-Dec 0 618 360 46 574 425 978 1,045 0 12 0 19 30 12 49 11.15% 1.20% 0.0% 63.2% 36.8% 16-Dec 586 0 595 516 0 550 1,181 1,066 14 0 18 0 60 14 78 11.77% 1.22% 49.6% 0.0% 50.4% 17-Dec 0 579 456 28 558 618 1,035 1,204 0 16 2 29 42 16 73 12.22% 1.20% 0.0% 55.9% 44.1% 18-Dec 406 286 599 365 286 528 1,291 1,179 9 4 10 9 63 13 82 11.82% 10.51% 1.23% 31.4% 22.2% 46.4% 19-Dec 0 587 504 43 520 518 1,091 1,081 0 10 0 19 45 10 64 12.06% 1.20% 0.0% 53.8% 46.2% 20-Dec 338 321 479 365 309 513 1,138 1,187 9 4 7 10 45 13 62 11.83% 10.15% 1.22% 29.7% 28.2% 42.1% 21-Dec 0 600 338 0 574 405 938 979 0 11 0 19 45 11 64 12.05% 1.19% 0.0% 64.0% 36.0% 22-Dec 622 103 359 589 78 430 1,084 1,097 15 0 23 0 15 15 38 11.74% 10.61% 1.07% 57.4% 9.5% 33.1% 23-Dec 690 0 409 609 0 435 1,099 1,044 19 0 29 0 60 19 89 11.88% 1.10% 62.8% 0.0% 37.2% 24-Dec 0 643 376 0 604 370 1,019 974 0 14 0 29 15 14 44 11.39% 1.08% 0.0% 63.1% 36.9% 25-Dec 527 15 402 488 33 451 944 972 15 0 23 0 45 15 68 0.38% 15.87% 1.08% 55.8% 1.6% 42.6% 26-Dec 0 674 404 13 614 435 1,078 1,062 0 13 0 29 45 13 74 10.53% 1.18% 0.0% 62.5% 37.5% 27-Dec 632 0 422 643 0 430 1,054 1,073 19 0 29 0 45 19 74 11.87% 1.15% 60.0% 0.0% 40.0% 28-Dec 609 0 368 543 0 395 977 938 19 0 30 0 15 19 45 11.99% 1.03% 62.3% 0.0% 37.7% 29-Dec 0 602 376 40 566 428 978 1,034 0 0 0 0 45 0 45 10.64% 1.16% 0.0% 61.6% 38.4% 30-Dec 620 0 458 601 0 479 1,078 1,080 15 5 22 9 44 20 75 11.77% 1.18% 57.5% 0.0% 42.5% 31-Dec 604 0 343 569 0 325 947 894 14 0 23 0 14 14 37 11.92% 1.10% 63.8% 0.0% 36.2% Total 7,985 11,064 13,656 7,660 10,383 14,505 32,705 32,548 177 0 295 1,271 381 1,939  1/16/2020 2019 Treatment Totals Chemical Pounds Doseage Chlorine Silicate Salt Chlorine Silicate #1 #3 #4 #1 #3 #4 #1 #3 #4 #1 #3 #4 #1 #3 #4 1-Dec 0 53 29.4 0 178 142 0 5,980 2,340 1.23 1.14 9.75 13.05 2-Dec 23.4 25.8 39.4 32 86 208 1,820 0 3,640 1.19 1.19 1.16 3.84 9.36 14.43 3-Dec 0 45 44.8 0 154 219 0 5,980 4,680 1.20 1.18 9.69 13.59 4-Dec 21.2 26.2 38.8 58 86 194 780 0 3,640 1.18 1.26 1.17 7.60 9.75 13.83 5-Dec 0 49.2 40.6 0 164 196 0 5,720 3,640 1.22 1.19 9.57 13.51 6-Dec 26 23.6 35.8 78 76 180 1,820 0 3,380 1.19 1.22 1.21 8.44 9.30 14.31 7-Dec 0 47.4 30.8 0 160 156 0 5,980 3,640 1.23 1.21 9.77 14.48 8-Dec 0 55 25.2 0 182 129 0 3,900 2,340 1.21 1.20 9.41 14.44 9-Dec 16.8 27.8 45.6 44 100 221 1,820 2,080 4,420 1.14 1.16 1.19 7.07 9.88 13.67 10-Dec 22.6 18 35.4 70 62 169 1,040 3,900 8,580 1.17 1.26 1.16 8.57 10.25 13.11 11-Dec 21.4 23.6 39.8 66 80 181 1,820 0 4,420 1.22 1.17 1.20 8.88 9.34 12.91 12-Dec 0 51 43.2 0 174 208 2,860 5,980 6,760 1.19 1.19 9.62 13.47 13-Dec 0 43.8 34.4 0 144 143 0 1,820 3,380 1.27 1.20 9.83 11.82 14-Dec 54.2 0 24 176 0 129 2,600 0 1,300 1.18 1.22 9.06 15.52 15-Dec 0 49.4 29.4 0 170 129 0 4,160 2,340 1.20 1.22 9.73 12.67 16-Dec 47.8 0 47 138 0 221 2,860 0 4,680 1.22 1.18 8.33 13.14 17-Dec 0 44.4 37.2 0 159 168 0 5,720 3,640 1.15 1.22 9.71 13.03 18-Dec 34.8 22.6 50.4 84 78 221 1,820 2,080 4,680 1.28 1.18 1.26 7.32 9.65 13.05 19-Dec 0 48 45.4 0 158 206 0 3,900 3,640 1.23 1.35 9.52 14.46 20-Dec 27 26.4 41.6 80 92 170 780 2,080 3,640 1.20 1.23 1.30 8.37 10.14 12.55 21-Dec 0 48 29.8 0 164 142 0 3,900 3,380 1.20 1.32 9.67 14.86 22-Dec 49.4 9.4 32 148 30 130 2,860 0 1,300 1.19 1.37 1.34 8.42 10.30 12.81 23-Dec 55 0 34.8 168 0 155 3,640 0 4,680 1.19 1.28 8.61 13.40 24-Dec 0 51.6 32.4 0 174 118 0 5,980 1,300 1.20 1.29 9.57 11.10 25-Dec 41.6 1.2 33.2 128 8 167 2,600 0 3,380 1.18 1.20 1.24 8.59 18.86 14.69 26-Dec 0 54.2 33.6 0 184 143 0 5,720 3,640 1.21 1.25 9.66 12.52 27-Dec 49.8 0 35.2 152 0 155 3,640 0 3,640 1.18 1.25 8.51 12.99 28-Dec 49 0 30.8 146 0 130 3,640 0 1,040 1.21 1.25 8.48 12.50 29-Dec 0 49.6 31.8 0 168 142 0 0 3,640 1.23 1.27 9.87 13.36 30-Dec 49.6 0 38.4 106 0 182 2,860 2,080 3,640 1.20 1.26 6.05 14.06 31-Dec 48.4 0 28.6 76 0 117 2,600 0 2,860 1.20 1.25 4.45 12.07 Avg 20.6 28.8 36.1 56.5 97.8 166.8 1,350 2,483 3,590 1.2 1.2 1.2 7.7 10.1 13.4 Total 638.0 894.2 1,118.8 1,750.0 3,031.0 5,171.0 41,860 76,960 111,280 20.3 29.2 38.2 130.6 242.2 415.4  2019 System Samples 1/16/2020 Date North West North East South West South East Week Total Free Ph Hard Silc Iron Total Free Ph Hard Silc Iron Total Free Ph Hard Silc Iron Total Free Ph Hard Silc Iron 01/07/19 0.63 0.61 7.2 6.0 9.0 0.05 0.56 0.53 7.3 6.0 5.0 0.05 0.64 0.61 7.3 6.0 11.0 0.04 0.59 0.51 7.2 6.0 7.0 0.02 01/14/19 0.54 0.43 7.5 3.0 17.0 0.11 0.53 0.41 7.5 7.0 20.0 0.17 0.55 0.44 7.4 7.0 13.0 0.12 0.54 0.48 7.4 9.0 18.0 0.07 01/21/19 0.53 0.47 7.4 9.0 13.0 0.15 0.46 0.42 7.4 9.0 14.0 0.17 0.72 0.62 7.4 5.0 12.0 0.02 0.39 0.32 7.4 7.0 9.0 0.03 01/28/19 0.76 0.64 7.6 6.0 6.0 0.30 0.60 0.58 7.5 6.0 10.0 0.16 0.67 0.57 7.5 6.0 10.0 0.14 0.66 0.60 7.5 6.0 8.0 0.11 02/04/19 1.27 1.03 7.5 7.0 17.0 0.35 0.51 0.43 7.3 7.0 15.0 0.18 0.66 0.59 7.4 6.0 15.0 0.09 0.74 0.68 7.4 7.0 13.0 0.15 02/11/19 0.70 0.59 7.4 7.0 15.0 0.04 0.68 0.65 7.4 8.0 18.0 0.12 0.65 0.63 7.4 7.0 16.0 0.08 0.65 0.57 7.5 6.0 17.0 0.06 02/18/19 0.60 0.57 7.4 9.0 10.0 0.07 0.50 0.42 7.3 9.0 9.0 0.02 0.54 0.50 7.3 9.0 5.0 0.02 0.50 0.44 7.2 7.2 11.0 0.07 02/25/19 0.70 0.63 7.5 7.0 24.0 0.17 0.44 0.33 7.7 9.0 19.0 0.09 0.60 0.52 7.4 7.0 16.0 0.11 0.55 0.43 7.4 8.0 17.0 0.14 03/04/19 0.56 0.43 7.4 7.0 21.0 0.22 0.59 0.51 7.5 7.0 17.0 0.17 0.61 0.45 7.5 5.0 14.0 0.25 0.65 0.42 7.3 6.0 15.0 0.02 03/11/19 0.78 0.66 7.5 11.0 14.0 0.19 0.66 0.55 7.2 8.0 12.0 0.08 0.50 0.41 7.5 8.0 16.0 0.12 0.61 0.53 7.3 7.0 12.0 0.18 03/18/19 0.69 0.57 7.2 9.0 11.0 0.02 0.64 0.57 7.3 9.0 12.0 0.04 0.72 0.64 7.3 12.0 11.0 0.01 0.64 0.54 7.4 8.0 12.0 0.06 03/25/19 0.71 0.56 7.5 6.0 9.0 0.09 0.53 0.50 7.5 7.0 8.0 0.15 0.56 0.48 7.5 7.0 4.0 0.09 0.57 0.50 7.5 6.0 9.0 0.12 04/01/19 0.33 0.31 7.3 6.0 10.0 0.08 0.37 0.35 7.5 6.0 11.0 0.11 0.34 0.31 7.5 6.0 9.0 0.13 0.43 0.41 7.5 6.0 12.0 0.14 04/08/19 0.77 0.70 7.5 9.0 15.0 0.10 0.74 0.64 7.5 9.0 15.0 0.14 0.61 0.55 7.4 6.0 13.0 0.13 0.64 0.53 7.4 7.0 17.0 0.11 04/15/19 0.62 0.54 7.4 6.0 15.0 0.10 0.61 0.46 7.3 7.0 15.0 0.06 0.69 0.66 7.5 4.0 15.0 0.02 0.51 0.42 7.3 6.0 16.0 0.11 04/22/19 0.54 0.47 7.3 7.0 13.0 0.18 0.64 0.54 7.4 8.0 14.0 0.08 0.56 0.49 7.4 6.0 14.0 0.08 0.49 0.43 7.4 7.0 15.0 0.09 04/29/19 0.99 0.89 7.6 7.0 16.0 0.14 0.76 0.64 7.4 6.0 13.0 0.03 0.53 0.45 7.2 7.0 15.0 0.06 0.68 0.56 7.3 7.0 13.0 0.05 05/06/19 0.43 0.36 7.3 6.0 18.0 0.06 0.66 0.58 7.4 7.0 16.0 0.10 0.63 0.57 7.3 6.0 15.0 0.08 0.54 0.44 7.3 6.0 16.0 0.16 05/13/19 0.50 0.45 7.5 8.0 17.0 0.08 0.43 0.35 7.3 8.0 13.0 0.08 0.54 0.50 7.3 4.0 10.0 0.07 0.47 0.40 7.3 6.0 13.0 0.06 05/20/19 0.69 0.63 7.3 6.0 14.0 0.14 0.45 0.40 7.3 6.0 11.0 0.08 0.62 0.56 7.3 6.0 12.0 0.03 0.50 0.44 7.3 6.0 12.0 0.18 05/27/19 0.68 0.60 7.6 6.0 20.0 0.10 0.58 0.53 7.5 5.0 16.0 0.12 0.77 0.71 7.3 4.0 13.0 0.16 0.49 0.48 7.4 6.0 15.0 0.20 06/03/19 0.51 0.47 7.5 7.0 15.0 0.23 0.47 0.36 7.3 6.0 12.0 0.23 0.51 0.43 7.5 6.0 14.0 0.22 0.38 0.31 7.4 9.0 12.0 0.14 06/10/19 0.48 0.38 7.4 8.0 17.0 0.12 0.46 0.42 7.3 7.0 15.0 0.18 0.60 0.56 7.4 7.0 16.0 0.06 0.50 0.47 7.3 8.0 18.0 0.08 06/17/19 0.43 0.37 7.5 8.0 20.0 0.16 0.43 0.40 7.4 7.0 20.0 0.10 0.76 0.73 7.4 5.0 23.0 0.12 0.44 0.37 7.5 7.0 18.0 0.14 06/24/19 0.39 0.37 7.4 8.0 17.0 0.06 0.53 0.42 7.2 6.0 14.0 0.05 0.61 0.54 7.3 5.0 14.0 0.13 0.38 0.36 7.4 7.0 18.0 0.07 07/01/19 0.57 0.51 7.4 7.0 13.0 0.25 0.48 0.44 7.4 8.0 14.0 0.08 0.44 0.42 7.4 6.0 14.0 0.15 0.49 0.45 7.3 9.0 16.0 0.11 07/08/19 0.37 0.27 7.4 9.0 12.0 0.21 0.42 0.38 7.4 8.0 17.0 0.17 0.37 0.33 7.4 9.0 14.0 0.24 0.41 0.39 7.3 8.0 19.0 0.07 07/15/19 0.50 0.45 7.4 8.0 5.0 0.09 0.39 0.33 7.5 9.0 6.0 0.11 0.50 0.46 7.3 8.0 7.0 0.13 0.33 0.30 7.4 8.0 7.0 0.09 07/22/19 0.38 0.31 7.5 7.0 12.0 0.12 0.40 0.35 7.4 8.0 12.0 0.15 0.52 0.48 7.4 8.0 12.0 0.21 0.36 0.34 7.3 8.0 12.0 0.07 07/29/19 0.25 0.20 7.6 7.0 12.0 0.07 0.32 0.21 7.6 8.0 10.0 0.13 0.36 0.29 7.2 6.0 14.0 0.09 0.30 0.20 7.6 8.0 9.0 0.11 08/05/19 0.20 0.15 7.4 8.0 16.0 0.10 0.62 0.58 7.5 6.0 7.0 0.15 0.52 0.46 7.3 5.0 8.0 0.08 0.17 0.15 7.4 8.0 13.0 0.05 08/12/19 0.27 0.25 7.4 11.0 10.0 0.03 0.25 0.23 7.4 8.0 5.0 0.13 0.49 0.46 7.5 6.0 11.0 0.10 0.37 0.30 7.5 8.0 8.0 0.04 08/19/19 0.29 0.26 7.4 8.0 11.0 0.04 0.40 0.36 7.5 5.0 12.0 0.17 0.47 0.33 7.4 4.0 5.0 0.03 0.36 0.28 7.6 7.0 11.0 0.11 08/26/19 0.40 0.32 7.4 8.0 14.0 0.07 0.43 0.39 7.3 7.0 14.0 0.02 0.29 0.23 7.4 9.0 11.0 0.11 0.36 0.40 7.4 8.0 13.0 0.11 09/02/19 0.27 0.26 7.4 7.0 9.0 0.44 0.50 0.46 7.4 5.0 11.0 0.08 0.30 0.27 7.3 5.0 11.0 0.14 0.29 0.27 7.5 8.0 11.0 0.39 09/09/19 0.39 0.36 7.3 9.0 8.0 0.08 0.29 0.28 7.4 8.0 9.0 0.04 0.33 0.29 7.4 7.0 10.0 0.14 0.27 0.23 7.5 7.0 8.0 0.23 09/16/19 0.34 0.23 7.4 5.0 17.0 0.06 0.37 0.30 7.5 8.0 10.0 0.01 0.36 0.24 7.4 5.0 13.0 0.03 0.34 0.28 7.4 7.0 12.0 0.02 09/23/19 0.45 0.33 7.4 6.0 10.0 0.08 0.32 0.23 7.4 5.0 9.0 0.05 0.33 0.29 7.3 9.0 8.0 0.08 0.34 0.25 7.4 8.0 12.0 0.17 09/30/19 0.21 0.18 7.4 7.0 6.0 0.15 0.44 0.34 7.4 5.0 12.0 0.15 0.57 0.53 7.4 7.0 13.0 0.32 0.27 0.25 7.4 7.0 6.0 0.22 10/07/19 0.40 0.33 7.5 9.0 17.0 0.10 0.29 0.18 7.3 7.0 10.0 0.11 0.68 0.56 7.4 8.0 8.0 0.18 0.34 0.17 7.4 9.0 15.0 0.23 10/14/19 0.45 0.39 7.3 6.0 11.0 0.02 0.21 0.11 7.3 7.0 10.0 0.01 0.29 0.22 7.4 7.0 11.0 0.24 0.43 0.38 7.2 9.0 7.0 0.06 10/21/19 0.38 0.31 7.5 7.0 12.0 0.12 0.40 0.35 7.4 8.0 12.0 0.15 0.52 0.48 7.4 8.0 12.0 0.21 0.36 0.34 7.3 8.0 12.0 0.07 10/28/19 0.48 0.40 7.4 8.0 10.0 0.08 0.39 0.33 7.3 7.0 11.0 0.06 0.38 0.34 7.4 9.0 9.0 0.11 0.37 0.32 7.3 7.0 8.0 0.10 11/04/19 0.38 0.32 7.6 9.0 9.0 0.08 0.33 0.28 7.3 10.0 9.0 0.11 0.60 0.50 7.2 7.0 4.0 0.09 0.38 0.35 7.3 8.0 6.0 0.14 11/11/19 0.81 0.60 7.6 7.0 16.0 0.07 0.35 0.31 7.4 8.0 17.0 0.20 0.59 0.51 7.4 7.0 13.0 0.14 0.41 0.29 7.4 8.0 7.0 0.11 11/18/19 0.31 0.29 7.4 8.0 7.0 0.16 0.45 0.30 7.4 7.0 7.0 0.13 0.49 0.41 7.5 6.0 8.0 0.16 0.29 0.25 7.4 9.0 13.0 0.15 11/25/19 0.51 0.41 7.4 5.0 10.0 0.04 0.27 0.25 7.4 7.0 11.0 0.05 0.54 0.51 7.5 6.0 13.0 0.11 0.34 0.26 7.4 7.0 14.0 0.12 12/02/19 0.48 0.41 7.5 6.0 10.0 0.07 0.36 0.26 7.3 8.0 11.0 0.11 0.47 0.44 7.4 10.0 12.0 0.11 0.39 0.36 7.3 9.0 13.0 0.10 12/09/19 0.49 0.42 7.4 5.0 6.0 0.10 0.40 0.36 7.5 6.0 12.0 0.04 0.49 0.43 7.3 7.0 9.0 0.15 0.46 0.38 7.4 6.0 8.0 0.11 12/16/19 0.53 0.47 7.3 7.0 7.0 0.11 0.37 0.36 7.4 6.0 9.0 0.09 0.25 0.21 7.3 12.0 9.0 0.16 0.42 0.38 7.3 6.0 10.0 0.12 12/23/19 0.48 0.43 7.4 6.0 7.0 0.11 0.36 0.29 7.3 8.0 4.0 0.09 0.59 0.54 7.3 8.0 5.0 0.08 0.35 0.31 7.5 8.0 6.0 0.18 12/30/19 0.64 0.57 7.4 10.0 9.0 0.09 0.39 0.34 7.4 10.0 10.0 0.09 0.53 0.46 7.3 8.0 12.0 0.08 0.46 0.40 7.3 8.0 7.0 0.07 Avg 0.52 0.45 7.43 7.29 12.67 0.12 0.46 0.40 7.39 7.25 12.02 0.10 0.53 0.47 7.38 6.81 11.58 0.12 0.45 0.38 7.38 7.35 12.04 0.11  1/16/2020 2019 PUMPING AND WASTE REPORT Pump age x 1000 Waste Discharge x 1000 Well Pumps Booster Pumps Well Booster Storm Sanitary Pounds of Chloride Storm Sanitary Well # 1 Well # 3 Well # 4 Well # 1 Well # 3 Well # 4 Totals Totals Well # 1 Well # 3 Well # 4 Well # 1 Well # 3 Well # 4 Well # 1 Well # 3 Well # 4 Totals Totals Jan-19 12,204 10,694 11,546 11,753 10,105 12,335 34,444 34,193 343 223 0 527 383 1,123 593 522 598 566 2,033 Feb-19 10,301 7,468 11,782 9,921 7,013 12,800 29,551 29,734 291 158 0 441 279 1,088 498 373 666 449 1,808 Mar-19 10,563 10,321 13,711 10,174 9,632 14,551 34,595 34,357 292 206 0 452 361 1,252 507 509 745 498 2,065 Apr-19 13,538 6,649 13,417 13,068 6,246 14,366 33,604 33,680 469 158 0 557 303 1,258 651 326 893 627 2,118 May-19 12,411 9,130 14,056 11,952 8,628 15,002 35,597 35,582 343 179 0 437 309 1,242 601 436 709 522 1,988 Jun-19 12,756 9,133 14,428 12,231 8,581 15,403 36,317 36,215 347 178 0 444 298 988 613 440 704 525 1,730 Jul-19 12,221 10,359 16,150 11,803 9,736 17,125 38,730 38,664 334 197 0 426 341 1,099 588 490 718 531 1,866 Aug-19 12,660 10,102 17,031 12,107 9,466 18,124 39,793 39,697 352 188 0 450 373 1,195 681 480 729 540 2,018 Sep-19 8,501 11,419 15,815 8,199 10,732 16,731 35,735 35,662 249 221 0 315 439 1,149 415 543 665 470 1,903 Oct-19 9,568 15,291 10,407 9,170 14,368 11,085 35,266 34,623 270 282 0 343 487 1,218 463 742 476 552 2,048 Nov-19 7,464 10,124 13,874 7,251 9,521 14,829 31,462 31,601 187 189 0 265 337 1,211 357 495 656 376 1,813 Dec-19 7,985 11,064 13,656 7,660 10,383 14,505 32,705 32,548 177 204 0 295 373 1,271 387 542 679 381 1,939 Average 10,848 10,146 13,823 10,441 9,534 14,738 34,817 34,713 305 199 0 413 357 1,175 530 492 686 503 1,944 Total 130,172 121,754 165,873 125,289 114,411 176,856 417,799 416,556 3,654 2,383 0 4,952 4,283 14,095 6,355 5,899 8,238 6,037 23,330  2019 Commission Summary 1/16/2020 Month Jan. Feb. March April May June July Aug. Sept. Oct. Nov. Dec. Year Meter Change: 3/4" Model 25 1 19 5 16 70 85 65 48 19 51 15 394 Meter Change: 1" Model 40 12 1 13 Meter Change: 1 1/2" Model 120 0 Meter Change: 2" Model 170 0 Meter Tested: 3/4" Model 25 35 75 98 84 77 10 70 14 463 Meter Tested: 1" Model 40 13 13 Meter Tested: 1 1/2" Model 120 25 25 Meter Tested: 2" Model 170 6 6 Meter Tested: 3" 0 Meter Tested: 4" 0 Meter Tested: 6" 0 Plant Meter Tested 0 New Install: 3/4" Model 25 6 3 2 10 4 5 2 3 9 1 8 5 58 New Install 1" Model 40 0 New Install 1 1/2" Model 120 1 1 New Install 2" Model 170 1 1 2 New Install 3" or 4" CMPD 1 1 Final Reads 83 65 94 146 135 51 81 76 54 82 71 57 995 High/Low Work Orders 4 20 7 10 10 24 21 36 25 16 19 15 207 Customer Concerns (Water Quality) 0 Water Main Break 3 3 4 1 1 1 2 1 1 17 Service Repair (Leaks,break,etc) 1 1 2 Valve Repair (Repair, replace) 1 1 Hydrant Repair (Repair,service,replace) 1 1 1 3 Valves Exercised 12 6 8 15 7 48 Hydrants Flushed 3 3 2 680 3 8 4 680 1 1384 Residential Cross Connection Inspections 1 19 5 16 70 85 65 48 19 51 15 394 Commercial Cross Connection Inspections 0 Plant PM Work Orders 0 DNR Water Samples 13 10 10 13 10 10 18 10 10 13 10 10 137 In-House Water Samples 28 28 28 28 28 28 28 28 28 28 28 28 336  Engineering Department & Department of Public Works Monthly Utility Commission Report for December 2019 STREET NOTES: Sanitary Sewer • DPW Staff met with the Heart of the Valley Metropolitan Sewerage District (HOVMSD) at Little Chute sanitary sewer meter stations #2 & #3 to observe and ask questions regarding the new meter technology that has been installed at those locations. • Three (3) sanitary sewer manholes with infiltration issues were found and repaired/grouted. • Samples were collected from the sanitary system area that enters meter station #2. • Sewer mains continued to be jetted/maintained Storm Sewer • The mini storm sewer in the 1900 block of Roosevelt Street was televised. • The new Schwarze street sweeper was delivered. Initial training was provided to operators, equipment representatives will return for additional training before sweeping season starts. • Leaf vacuums were cleaned and maintained for Winter storage. Storm Ponds • Trash racks and lift pumps were inspected and maintained. • The large downed tree at the S.W. corner of the Buchanan Storm Water Pond was removed. • Invasive vegetation was removed from storm water pond properties. Water Utility • Water main break excavations were maintained ENGINEERING NOTES: 2020 Utility Projects Carol Lynn Drive Utilities (Wisconsin Ave. to Lincoln Ave.) – This project will consist of storm sewer and water main replacement. Project Specifications and cost estimation has begun for this project. Homewood Court (Full Reconstruction) – This project will be a reconstruction project with all new storm sewer and water main. Segments of sanitary sewer will also be replaced. Project Specifications and cost estimation has begun for this project. Moasis Drive Water Main (CTH N to Buchanan St.) – This is a water main reconstruction project. Design work continues to advance and currently the plans at 80% complete. Vandenbroek Pond (Storm Utility) – This project will provide detention and water quality benefits to existing residential homes and to public streets. Design work for this project continues currently and the plans are currently 60% complete. A consultant for sub-surface exploration services has been selected for all of the above listed projects. This work with associated report is expected to be completed by February 21, 2020. This report will be included with the project manual and bid package.