PUBLIC UTILITIES COMMISSION MEETING

Kip Peters Hudson Public Utilities Director Mailing: 505 3rd St Offices: 1201 Livingstone Rd. Hudson, WI 54016 Phone: (715) 386-4765, ext. 115 Fax: (715) 386-3385 [email protected] www.hudsonpublicutilities.com

AGENDA

PUBLIC UTILITIES COMMISSION MEETING

TUESDAY, MAY 8, 2018 – 6:00 P.M.

PUBLIC UTILITIES SERVICE CENTER

1201 LIVINGSTONE RD

1. Roll Call.

2. Approval of April 10, 2018 Meeting Minutes.

3. Discussion and Possible Action on WIDNR Sanitary Survey.

4. Discussion and Possible Action on Letter of Engagement with SEH for Hwy. 35/2nd

St. Design for 2021 WIDOT

Project.

5. Discussion and Possible Action on Rice Lake Construction Group’s Pay Request #9 for Well/Treatment

Plant #10 Construction.

6. Discussion and Possible Action on a May 2018 Open House at the Service Center.

7. Discussion and Possible Action on the Quarterly Report.

8. Project Updates/Project Status Report.

9. Other business for information purposes only or for upcoming agenda.

10. Water Utility and Sewer Utility Cash Reports.

11. Discussion and Possible Action on Claims.

12. Adjournment.

David Prissel, Chairperson

cc: Prissel TeWinkel Zeiler Parotti

Hassan Peters Malinowski Munkittrick

Adams Frye Zeuli Village of N. Hudson

Hall Johnson Gray Cable TV

Korum O’Connor Sorenson City Hall Lobbies

Nolan Willi Jensen

Emailed to Commissioners and posted in City Hall lobbies – 5/4/18.

Notice is hereby given that a majority of the City Council may be present at the aforementioned meeting to gather information about a subject over which they have decision-making responsibility.

This constitutes a meeting of the City Council pursuant to State ex rel. Badke v. Greendale Village Bd., 173 Wis.2d 553, 494 N. W. 2d 408 (1993), and must be noticed as such, although the Council

will not take any formal action at this meeting.

mailto:[email protected]

http://www.hudsonpublicutilities.com/

-1-


CITY OF HUDSON, WISCONSIN

TUESDAY, APRIL 10, 2018

Chairperson Dave Prissel presiding. Meeting called to order by Chairperson Prissel at 6:00 p.m.

PRESENT: Chairperson Dave Prissel; Andy Hassan, Vice Chairperson; Chris Adams, Joyce Hall, Suzy

Korum, Pat Nolan, and Kurt TeWinkel Commissioners.

ABSENT: All Commissioners present.

ALSO PRESENT: Kip Peters and Jace Holzemer, Hudson Public Utilities; Brenda Malinowski, City

Finance Officer.

APPROVAL OF FEBRUARY 13, 2018 MEETING MINUTES: Motion by Hall, second by Hassan to

approve the minutes of the February 13, 2018 Public Utilities Commission meeting. MOTION

CARRIED.

DISCUSSION AND POSSIBLE ACTION ON 2017 PUBLIC SERVICE COMMISSION REPORT:

Malinowski presented a summary of the Utility’s 2017 Public Service Commission (PSC) Report. It

included explanations of the Utility’s revenue and expense statements, balance sheet, and rate of return.

Motion by Hall, second by Hassan to approve and place on file the Utility's 2017 PSC Report. MOTION

CARRIED.

DISCUSSION AND POSSIBLE ACTION ON THE ANNUAL WATER QUALITY REPORT: Peters

presented a draft of the Utility's Annual Water Quality Report. He said the Wisconsin Department of

Natural Resources (WIDNR) allows the Utility to notify its customers about the availability of the report on

the Utility’s and City’s websites with a notice that will be included in April’s utility billing.

Motion by Hall, second by Korum to approve and place on file the Utility's Annual Water Quality Report.

MOTION CARRIED.

DISCUSSION AND POSSIBLE ACTION ON RICE LAKE CONSTRUCTION GROUP’S PAY REQUEST

#8 FOR THE CONSTRUCTION OF WELL/TREATMENT PLANT #10: Peters reviewed Rice Lake

Construction Group’s Pay Request #8. He said the project is nearly complete with the well going on-line by

the end of this week.

Motion by Hall, second by Hassan to approve Rice Lake Construction Group’s Pay Request #8, as

recommended by SEH, in the amount of $127,615.45. MOTION CARRIED.

DISCUSSION AND POSSIBLE ACTION ON QUOTES FOR SERVICE CENTER OUTSIDE PAINTING:

Peters presented an issue sheet and the bids received for the project. Discussion followed on the scope and

timetable of the project, and the bids received. Peters recommended the Commission approve the bid from

Cedar Specialists and Best Painting, Inc. in the amount of $9,500.00.

Motion by Hassan, second by Korum to accept the bid from Cedar Specialists and Best Painting, Inc in the

amount of $9,500.00 for the Utility’s Service Center Outside Painting Project. MOTION CARRIED.

-2-


CITY OF HUDSON, WISCONSIN

TUESDAY, APRIL 10, 2018

DISCUSSION AND POSSIBLE ACTION ON A MAY 2018 OPEN HOUSE AT THE SERVICE CENTER:

Peters presented an issue sheet requesting the Commission allow the Utility to hold an open house for its

new service center sometime in May. It was the consensus of the Commission to postponed action on this

item until next month’s meeting.

CONVENE INTO CLOSED SESSION PURSUANT TO SEC. 19.85(1)(C), WIS. STATS., TO DISCUSS

PERSONNEL ISSUES: Motion by Hall second by Hassan to convene into closed session to discuss

personnel issues. MOTION CARRIED.

RECONVENE INTO OPEN SESSION TO TAKE POSSIBLE ACTION ON PERSONNEL ISSUES –

HIRING OF UTILITY OPERATOR: Motion by Hall, second by Hassan to offer the utility operator position

to Bradley Vick at a starting rate of $25.23/hour. MOTION CARRIED.

PROJECT UPDATES/PROJECT STATUS REPORT: Peters reviewed the report.

OTHER BUSINESS FOR INFORMATION PURPOSES ONLY OR FOR UPCOMING AGENDA: There

was none.

WATER AND WASTEWATER UTILITY’S CASH REPORTS: The water and wastewater utility’s

monthly cash reports were presented for the Commission's review.

DISCUSSION AND POSSIBLE ACTION ON THE CLAIMS: Motion by Hassan, second by Korum to

approve claims as reviewed by Commissioners. MOTION CARRIED.

ADJOURNMENT: Motion by Hassan, second by Korum to adjourn. MOTION CARRIED. – 6:45 p.m.

Jace Holzemer,

Recording Secretary

1

February 26, 2018 (Revised 03/30/2018-Correction in Yellow) FILE REF:

PWS ID#: 65600876

Jen Zeiler (Hudson Clerk) Hudson Waterworks-MC

Hudson Waterworks Hudson, WI

505 Third St. St. Croix County

Hudson, WI 54016

PWS ID#: 65601338

Melissa Luekde (North Hudson Clerk) North Hudson Waterworks-MC

North Hudson Waterworks North Hudson, WI

400 7th St. St. Croix County

North Hudson, WI 54016

Subject: Sanitary Survey Report and Notice of Noncompliance for Hudson Waterworks (Including North

Hudson)

Dear Waterworks Staff,

The purpose of a sanitary survey is to evaluate the system’s source, facilities, equipment, operation, maintenance,

and management as they relate to providing safe drinking water. The sanitary survey is also an opportunity to

update the Department’s records, provide technical assistance, and identify potential risks that may adversely

affect drinking water quality. This report includes an overview of the system, key findings related to specific

requirements, and a summary that includes response criteria for correcting deficiencies. This Sanitary Survey

Report also serves as a notice of noncompliance for any deficiencies noted below. Failure to correct

deficiencies may result in additional department follow up.

On February 1st and 2nd, 2018 Corey Larson (WDNR) conducted a sanitary survey at Hudson and North Hudson

Waterworks. During the second day of the survey Anna Mares (WDNR) assisted. From the utilities Kip Peters

(Hudson), Jim Frye (Hudson), Jace Holzemer (Hudson), and Patrick Moos (North Hudson). This report outlines

the final findings, discusses problems that need to be addressed, and timelines for corrective action where

appropriate. To meet federal requirements, the Department completes surveys on a 3-year schedule.

Required Action

Please respond by 04/12/2018 with notification that all deficiencies have been corrected, or that you agree

to correct the deficiencies identified in this letter by the due dates listed, or are providing reasonable

alternative dates. The recommendations should also be discussed and implemented as time and funding

allow.

State of Wisconsin DEPARTMENT OF NATURAL RESOURCES 1300 W Clairemont Avenue Eau Claire WI 54701

Scott Walker, Governor Dan Meyer, Secretary Telephone 608-266-2621 Toll Free 1-888-936-7463

TTY Access via relay - 711

dnr.wi.gov wisconsin.gov

2

SIGNIFICANT DEFICIENCIES

During the course of the sanitary survey, 0 significant deficiencies were identified. Significant deficiencies indicate noncompliance with one or more Wisconsin

Administrative Codes and/or represent an immediate health risk to consumers. These may also be considered significant if they were included in a past survey, no

action has been taken, and they are past the previous survey due date without a DNR granted extension.

DEFICIENCIES

During the course of the sanitary survey, 28 deficiencies were identified. Deficiencies are problems in the drinking water system that has the potential to cause

serious health risks or represent long-term health risks to consumers. These deficiencies may indicate noncompliance with one or more Wisconsin Administrative

Codes. Corrective action should be completed for these deficiencies as soon as possible.

Discussion and Schedule for Correction of Deficiencies:

• The Deficiency is listed in bold below; with the comments/description of how the deficiency may be corrected in regular text below. The compliance

due date along with the Natural Resources code citation is also listed.

DESCRIPTION DUE DATE CODE

CITATION

1. 2015 Survey DEF-MW10 was constructed in 2007 but never placed into service. Per ch. NR811.13 Wis. Adm.

Code, “The owner shall permanently abandon all unused permanent wells” unless the Department agrees to a

delayed abandonment of the well as part of an extended well abandonment agreement under NR810.22 Wis.

Adm. Code. Code does not allow the Department to enter into a temporary agreement for wells that have never

been placed into service or have never been operated. The City will either need to formally abandon the well or

complete construction that will allow it to be placed into active service. By March 1, 2016, provide the

Department with a letter indicating whether you plan to abandon the well or complete its construction to place it

into active service. By July 1, 2016, if you plan to abandon the well, submit a well abandonment plan to the

Department that describes methods and materials that will be used to abandon the well. By October 1, 2016, if

you plan to keep the well, submit plans and specifications for the construction of the MW10 well house and

treatment plant. By December 31, 2017, complete final construction and place MW10 into active service.

03/31/2018 811.13

2. DEF-Well 8 and Well 9 Aeration Basins require inspection. To date there is no record of this occurring within the

past 5 years. This tank is less than 10,000 gallons. It is recommended this be performed at the same time as the

O’Neil clear well inspection that is performed by a certified inspection agent or PE. A Schedule is required. Please

provide the department a schedule for this. Due date will be extended based on approved schedule.

06/01/2018 810.13

3. DEF-Well 3 Air Relief Discharge did not meet the following: Backwash and air relief valve discharge piping

terminating with a free air break a minimum of 24 inches above the floor or wastewater collection pipe or sump.

This would apply to all air reliefs.

06/01/2018 811.52

4. All cross connections require 2X pipe diameter air gap req. and are prohibited. The following cross connections

were identified. This would apply to others if present.

06/01/2018 810.15

811.39 (2) (j)

3

• Well 3-2 tank drains and backwash discharge, and air reliefs did not meet this.

• Well 5-Filter Drains and backwash discharge.

• Well 8 and Well 9 backwash lines.

Direct sewer connections prohibited. No direct connection shall be made between any sanitary or storm sewer and a drain or

overflow from any feeder or solution chamber or tank.

5. DEF- The Well 3 Fluoride Day tank has an unknown black residue. This may be unsanitary. This requires

cleaning. This would apply to other wells if applicable. Anytime chemical feed tanks appear to have debris,

sediment, or biofilm growth they must be cleaned. These tanks should be cleaned regularly. This was noted in

2015 Survey and was corrected but occurred again.

06/01/2018 811.24

6. The Iron Filter Air Release valves piping does not appear to be set up correctly and provides for a connection of

the discharge piping of the iron filter with closed valves, along with a potential for stagnant water. DNR Plan

review nor regional DNR inspector has seen a setup such as this previously at other filters. The original plans and

specs do not identify this this pipe arrangement clearly. Based on this, the department is asking that the utility

consult their tank inspection company as for the reason for this set up and provided a resolution to plan review

for approval prior to making any changes. There may be several options available to correct this.

06/01/2018 810.15

7. All Chemical feed pumps need anti siphon devices present. The following were noted as missing at the time of the

inspection:

• Well 5 Sodium Permanganate

• Well 6 Sodium Permanganate (Peristaltic pump, so may have received variance in the past, please provide, if

not you can request one)

• Well 6 Fluoride (only required on the day tank pump, not transfer pump)

Anti−siphon devices. Chemical feed pumps shall be provided with anti−siphon devices meeting the following requirements:

1. All electronic positive displacement diaphragm metering pumps shall be provided with a spring−opposed diaphragm type

anti−siphon device or a spring opposed diaphragm type anti−siphon and back pressure valve device installed in the discharge

piping of the chemical feed pump. The anti−siphon and back pressure functions may be part of a common device or separate

devices. Any back pressure valve shall be set to open at a pressure greater than the maximum pressure in the piping or

facilities into which the chemical feed pump will discharge. When a back pressure valve is installed on the discharge piping

of a chemical feed pump, it shall be preceded by a pressure relief valve and a pressure gauge or other department approved

means to verify that the back pressure valve is operating satisfactory. 2. Digitally controlled diaphragm metering pumps shall

be provided with a spring opposed diaphragm type anti−siphon and back pressure valve device installed in the discharge

piping of the chemical feed pump in accordance with the requirements of subd. 1. 3. Peristaltic chemical feed pumps shall be

provided with a back pressure valve device installed in the discharge piping of the chemical feed pump in accordance with

the requirements of subd. 1.

06/01/2018 811.39 (e)

8. DEF-The Well 5 Airline seal was loose and did not have a good seal. This was not vermin proof/dust proof. The

utility must seal this so it is no longer loose and has a good seal so the well is not vulnerable.

06/01/2018 810.24,

811.24

811.25

9. DEF-Well 7 has a broken/unreadable Pressure Gauge located after the filter. This needs repair/replacement. 06/01/2018 811.36

10. DEF-Emergency Response Plan-With the completion of Well 10 the Emergency operations Plan must be updated

to include the new relevant Well 10 information.

09/31/2018 810.23

4

11. DEF-Emergency Chlorine Plan is missing from ERP Plan. This requires updating. Additionally, this must be

updated to include the relevant information as required with the completion of Well 10. The department will

provide a template example for this.

09/31/2018 810.25 (8)

12. DNR ORDER: cannot move completion date of locust street storm pipe valve stem replacement project by

11/1/2018

11/01/2018 809.327 (1)

(c)

13. 2015 Survey DEF-200' of 8" main DEAD END off of 7th street of Earless Addition should be fixed by 2017. (7th

and Orange)

12/01/2018 811.70 (8)

811.71 (7)

14. DEF-Well 7 Reclaim Settling Tank requires inspection every 5 years with record of documentation. This tank is

greater than 10,000 gallons so a certified contractor or PE is recommended although not required. Currently this

tank receives annual cleaning in-house although no records were provided. The utility can develop a record

keeping process for this based on their next annual cleanout. Well is scheduled to be rehabbed in 2019 so original

due date extended.

12/31/2019 810.13

15. DEF-There is a test well located outside the Carmichael Rd. Tower that has not been abandoned. This is required

to be abandoned. This should be abandoned within 1 year.

03/01/2019 811.12 (21) &

811.13

16. 2015 Survey DEF-Inspect MW7 Iron Filters. DEF-Well 7 Pressure Tank Iron Filter requires inspection every 5

years with record of documentation. To date there is no record of this occurring within the past 5 years. This

tank is greater than 10,000 gallons so a certified contractor or PE is recommended although not required.

12/31/2019 810.13

17. 2015 Survey DEF-200’ of 2” Main Dead End on 10th Street running south from vine requires a flushing device

installed.

12/31/2019 811.70 (8)

811.71 (7)

18. 2015 Survey DEF-Inspect MW3 Iron Filters. DEF-Well 3 Pressure Tank Iron Filter requires inspection every 5

years with record of documentation. To date there is no record of this occurring within the past 5 years. This

tank is greater than 10,000 gallons so a certified contractor or PE is recommended although not required.

12/31/2020 810.13

19. 2015 Survey DEF-Per November 11, 2015 Utility letter, recoat the Wisconsin Street reservoir by December 31,

2018.

12/31/2020 810.14

20. 2015 Survey DEF-Per November 11, 2015 Utility letter, recoat the Summit reservoir by December 31, 2019. 12/31/2020 810.14

21. 2015 Survey DEF-Inspect 20% of your residential customers annually until all have been inspected within the 10-

year inspection frequency or meter change-out up to 20 years. The utility has made significant progress here

although annual summary reports indicate that they do not appear to meeting commercial 2 year frequencies,

Industrial 2 year frequencies and Public Authority 2 year frequencies. This may be due to frequencies changes

and smoothing process as the numbers are not adding up correctly but are close. This will be re-evaluated at the

next inspection.

03/01/2021 810.15

22. 2015 Survey DEF-There are 265 City water main valves and 30 Village water main valves that have not been

exercised within the last 5 years (s. NR810.13(2a) Wis. Adm. Code). At the 9/28/2015 enforcement conference, the

City agreed to try and locate and exercise all these valves by 12/31/2016. This is extended to the next survey date

for a re-evaluation of this process/recordkeeping.

03/01/2021 810.13 (2a)

23. DEF-Fire Flow Records-The utility needs to continue to develop and update hydrant fire flow records over time

so they have updated records for all hydrants eventually. Hudson has records for about 50 hydrants in an excel

sheet and some additionally from an ISO evaluation. N. Hudson has fewer and then some from an ISO

evaluation. These fire flow records should be updated every 10-15 years or as changes occur to a part of the

03/01/2021 811.64 (3)(5)

5

system. It may be a good idea for the utility to speak with the fire department as they may have some of these

records. The utility has a tracking folder for this but does not update this information regularly and does not

include all hydrants. This will be re-evaluated at the next inspection, but the utility should set up a process for

updating fire flow records over a 10-15 year period. Somewhere between 75-110 could be done each year to

continue to maintain these records for Hudson and somewhere between 13-20 for North Hudson.

Fire Hydrants are required to have at least a 6-inch diameter water main lead and provide at least 500 gpm at 20 psi

residual pressure. Hydrants not meeting this, need to be color coded or tagged and the fire chief notified in writing that

this hydrant is not to be connected to a fire pumper in accordance with s. NR 811.64(3)(5) Wis. Adm. Code.

Additionally, when new hydrants are installed the utility should obtain fire flow results from the consulting firm or

confirm upon project completion. Information is included below relating to fire flow calculations methods:

24. The record keeping for the Village of North Hudson Valve and Hydrant locations could use updating. Currently

the utility only has street and intersection identification listed for locations. This should be improved over time as

hydrants and specify valves may both missing due to road construction, plant overgrowth, or other. This often

occurs during operator change over, the locations should be documented so someone unfamiliar with the valves

and hydrants could locate them such as a DNR inspector or operator from another village. Typically, utilities will

have photos, intersection drawings/diagrams with measurements to different objects, or GPS location

information.

03/01/2021 810.13

25. 2015 Survey DEF-The 4” cast iron water main, that connects Hudson and North Hudson, was said to have

exposed pipe on the bottom of the channel. Apparently, erosion has exposed the line in some locations. Code

requires at least 2 feet of cover. The Utility will need to correct the deficiency by December 31, 2020. It is

recommended that you complete the project when HWY35 is redone in 2019. Plans and specifications shall be

submitted to the Department for review and approval by December 31, 2018. (ch. 811.76(2) Wis. Adm. Code)

12/31/2021 811.70 (8)

811.71 (7)

26. 2015 Survey DEF-Iron filter at MW6 needs to be recoated by 2021 as recommended by your engineer. (ch.

NR810.13 Wis. Adm. Code)

12/31/2021 810.13

6

RECOMMENDATIONS

During the sanitary survey, 2 recommendations were identified. Recommendations are problems in the water system that may hinder your public water system

from consistently providing safe drinking water to consumers.

Discussion of Recommendations:

The Recommendation is listed in bold text below; with the comments/description of how the recommendation may be addressed in regular text below.

NON-CONFORMING FEATURES

During the sanitary survey, 14 features that met code requirements at the time of your public water system’s construction, but would not be allowed in the current

code were observed. These are referred to as “non-conforming features.” Though you are not required to correct these non-conforming features now, they will

need to be corrected when any major work is done in the future.

Discussion of Non-Conforming Features:

The non-conforming feature is listed in bold below with a description of how the non-conforming feature can be corrected in regular text. The applicable Natural

Resources code citation is also listed.

27. 2015 Survey DEF-HWY 35 Project 300' of 1.25" dead end main on 2nd St that starts at division street and goes

north will be corrected by 2021.

12/31/2021 811.70 (8)

811.71 (7)

28. 2015 Survey DEF-HWY 35 Project, 500' dead end of 1.5" min in the yard off 2nd street that dead ends at bridge

street should be corrected by 2021

12/31/2021 811.70 (8)

811.71 (7)

DESCRIPTION CODE

CITATION (If

Applicable)

29. The North Hudson/Hudson distribution system lease agreement is out of date and is from 1983. It also is not being followed to

date as utilities have taken on different responsibilities from the original lease agreement. This directly impacts how the DNR

regulates the two utilities. Currently the two utilities are in a transition period as negotiations are taking place. PSC stated they

would require correction in the next rate case, however this was set aside so the rate case would not be delayed. There has been

no update to the lease agreement or ownership to date. Upon any changes to this please notify the department immediately so

the DNR can make the appropriate changes to relegate the utilities properly. Please have this resolved by the next survey 3-year

03/01/2021, if not resolved by then the department may revert away from combined sampling requirements.

PSC

30. For individual Cross Connection Records, the utility did not have hard copies of each specific inspection record available onsite.

According to the utility Hydro Corp. retains these and the utility has online access to view. These should be retained onsite by

the utility. The department recommends the utility download these or print them for the file so they are available should you

switch companies or change processes in the future.

810.15

DESCRIPTION CODE

CITATION

7

31. 2015 Survey N.C- 200' of 1.25" main DEAD END off of river street that runs north should be corrected in the future when the

nearby street is redone. Or obtain 20 gal/min (5 ft/s) flushing rate at last service connection.

811.70 (8) 811.71

(7)

32. 2015 Survey N.C- 200' of 2" main DEAD END off of 8th street in bates and Day's addition should be fixed when road is redone.

Or obtain 50 gal/min (5 ft/s) flow rate at last services.

811.70 (8) 811.71

(7)

33. 2015 Survey N.C- 200' of 1.25 main DEAD End off of Walnut to Allen's Addison should be fixed in the future when the road is

redone. Or obtain 20 gal/min (5 ft/s) flushing rate at last service connection.

811.70 (8) 811.71

(7)

34. 2015 Survey N.C- 800’ of isolated (valved off) 4” dead end on coulee road from Blake-man will need to be served and caped at

the water main, or looped during next project in the area. Or obtain 20 gal/min (5 ft/s) flushing rate at last service connection.

811.70 (8) 811.71

(7)

35. 2015 Survey N.C- 200’ of 1.25” main off of 4th Street in Ferriday’s addition requires a flushing device installed. Or obtain 20

gal/min (5 ft/s) flushing rate at last service connection.

811.70 (8) 811.71

(7)

36. 2015 Survey N.C- 200’ of 1.25” Main Dead End on 10th Street running south from Fox requires a flushing device installed. 811.70 (8) 811.71

(7)

37. N.C. Well 7 recycle line is after gas chlorination. Recycle lines are required to be prior to all treatment. 811.862 (2) (a)

38. 2015 Survey NC- eliminate undersized water main (<6”) where practical. You can coordinate with other utility projects. (ch.

NR 811.70(5) Wis. Adm. Code)

811.70 (5)

39. 2015 Survey NC- continue to eliminate dead end water mains by looping water mains where practical. These can be addressed

during other utility projects. (ch. NR 811.70(8) Wis. Adm. Code)

811.70 (8)

40. 2015 Survey NC: MW5 has several deficiencies. The well has 55’ of outer casing (ch. NR811.12(1e) and .18 Wis. Adm. Code)

rather than the code required 60’, the outer and inner casings are ungrouted, groundwater level is pumped below the well

casing (ch. NR811.18(1) Wis. Adm. Code), the well is < 200’ to the sanitary sewer system (ch. NR811.12(5d3) Wis. Adm. Code),

there are potential VOC contamination sources within the wells recharge zone (i.e. landfill being one), and VOCs have been

detected in the water in the past. Any future improvements to the well must be approved by the Department, the well must be

operated on a regular basis (at least monthly), and it must continue to meet drinking water quality standards. The next time the

pump is pulled, the Utility may want to drill a hole through the inner casing to determine whether it was grouted even though

the well construction report does not show grout. (Stats. Section 281.41(1a) and ch. NR811.03 and .08 Wis. Adm. Code)

811.12 811.18

41. N.C.- Fluoride Chemical Feed outlets require secondary control. Devices shall be provided as a means of reducing the

possibility for overfeed; these may include flow or pressure switches or other equivalent devices. According to the operator at

the inspection Well 4 and Well 6 fluoride pump is pump controlled only. Secondary control is required for all fluoride

chemical fee pumps. DHS has a grant that the utility could apply to receive funding. This should be fixed the next time

electrical work is performed or the next time a SCADA upgrade occur. This would apply to all other wells if not present.

(4) SECONDARY CONTROLS. Secondary control systems for automatically controlled fluoride chemical feed devices shall be provided as a

means of reducing the possibility for overfeed; these may include flow or pressure switches or other equivalent devices. Additionally,

Installations where pumps and pump motors will be physically or electronically controlled by a variable output control device shall meet

the following requirements: (5) FLOWPACING FOR CHEMICAL FEED PUMPS. Where pump discharge rates will vary after initial

startup of the pump, all chemical feed pumps shall be paced from a flow proportional signal from a water meter. This requirement is in

addition to any requirement for the chemical feed pump to be wired to operate in series with the pump motor starter and any required

secondary chemical feed pump control mechanism. (c) Secondary control of chemical feed equipment shall be provided for fluoride

chemical feed equipment in accordance with s. NR 811.51 (4) or when required by the department.

811.34

811.39 (4)(c)

811.51 (4)

8

RE-OCCURRING/REMINDER COMPLIANCE DUE DATES TO REMEMBER

During the sanitary survey, 17 re-occurring/reminder due dates were identified based on code requirement, this information is provided as a reminder.

42. N.C.-MW4 requires a 2” diameter minimum Well Vent. This is required as the well casing is >10” in diameter. This well vent

was only 1.5” in diameter. This should be corrected next time the well is pulled. This would apply to others wells if applicable.

For wells without pitless units, a metal vent pipe shall be installed which terminates in a 24-mesh corrosion resistant screened "U" bend or

mushroom cap at least 24 inches above the floor. The vent pipe diameter shall be a minimum of 2 inches for well casings 10 inches in

diameter and larger. Vent piping shall be welded watertight to the side of the well casing a minimum of 4 inches above the floor and may

extend through a concrete pump base or collar where one is present. Alternatively, vent piping may project watertight through a well seal or

pump discharge head if the well seal or discharge head will facilitate the installation of the vent pipe.

811.36

43. N.C.- The Hanley Road Tower/Tank has a d 45 degree sideways facing discharge. This is an a-typical design and should be a

downward facing 90 deg. pipe bend over a 12-24” free air break with a 4” corrosion resistant mesh screen.

811.64 (4)

44. N.C.-Well 6-Chlorine and Fluoride share a chemical room. If chemical addition is necessary, the station shall be provided with

a separate chemical room. Fluoride chemicals shall be isolated from other chemicals to prevent contamination. All chemical

feed equipment, solution tanks, and acid containers shall be housed in a separate room within the pumphouse away from

controls, electrical contacts and other equipment subject to damage.

811.84, 811.51

811.35 (8)

45. N.C.-Well 7 Sulfur Dioxide and Fluoride share a chemical room. If chemical addition is necessary, the station shall be

provided with a separate chemical room. Fluoride chemicals shall be isolated from other chemicals to prevent contamination.

All chemical feed equipment, solution tanks, and acid containers shall be housed in a separate room within the pumphouse

away from controls, electrical contacts and other equipment subject to damage.

811.84, 811.51

811.35 (8)

46. N.C.- The following chemical room are located in the main pump house. If chemical addition is necessary, the station shall be

provided with a separate chemical room. Fluoride chemicals shall be isolated from other chemicals to prevent contamination.

All chemical feed equipment, solution tanks, and acid containers shall be housed in a separate room within the pumphouse

away from controls, electrical contacts and other equipment subject to damage.


• Well 3 Fluoride


• Well 4 Fluoride


• Well 5 Fluoride


MEASURES TO PREVENT DAMAGE FROM CORROSIVE CHEMICALS. The installation of an electronic variable output control

device may not be allowed in a corrosive environment. Electronic variable output control devices may not be installed in the same room

with fluoride acid chemical feed equipment. Preventive measures such as adequate sealing and ventilation of chemical containers and

solution tanks shall be taken to minimize the production of corrosive fumes from other kinds of chemical feed installations, including

sodium hypochlorite. The installation of a separate chemical feed room or the installation of room or chemical feed system ventilation

improvements may be required by the department where significant damage from corrosive fumes has been documented.

811.84, 811.51

811.35 (8)

9

DESCRIPTION DUE DATE CODE

CITATION

47. Reminder Due Date- The Carmichael Road Tower/Tank (750,000 gal) Tank 6 last had a Dive Inspection

performed in 2013. Thus, the next required inspection is a complete drain due by 12/31/2018. There also is no

inspection report in the file for the 2013 dive inspection, this should be provided to the dept. This is required

every 5 years. Document the inspection and submit an inspection report to DNR upon completion. This requires

a PE (Professional Engineer) or a certified inspection agent/company.

12/31/2018 810.14

48. Reminder Due Date-The O’Neil Road Tower/Tank (750,000 gal) last had a dive inspection performed in 2013.

Thus, the next require inspection is a complete drain due by 12/31/2018. This is required every 5 years. Document

the inspection and submit an inspection report to DNR upon completion. This requires a PE (Professional

Engineer) or a certified inspection agent/company.

12/31/2018 810.14

49. Reminder Due Date-The 750 Summit Lane (Deer Path Road) Tower/Tank (200,000 gal) last had complete drain

inspection in 2014. Thus, the next require inspection a partial drain due by 12/31/2019. This is required every 5

years. Document the inspection and submit an inspection report to DNR upon completion. This requires a PE

(Professional Engineer) or a certified inspection agent/company.

12/31/2019 810.14

50. Reminder Due Date-Well 6 Pressure Tank Iron Filter #1 and #2 requires inspection every 5 years with record of

documentation. This was last performed in 2014 and thus due again in 2019. This tank is greater than 10,000

gallons so a certified contractor or PE is recommended although not required. Please provide the department a

schedule for this.

12/31/2019 810.13

51. Reminder Due Date-Well 7 Pressure Vessel Reactor #1 and #2 requires inspection every 5 years with record of

documentation. To date there is no record of this occurring within the past 5 years. The utility had previously

provided the department a scheduled frequency of every 5 years at same time as well rehab that occurs every 5

years. The last well rehab was in 2014 thus this is due in 2019, records should be maintained.

12/31/2019 810.13

52. Reminder Due Date-The Concrete Ground O’Neil Clear well 8/9 Tower/Tank (15,000 gal) last had a complete

drain on 11-3-2015. Thus, the next require inspection a partial drain due by 12/31/2020. This is required every 5

years. Document the inspection and submit an inspection report to DNR upon completion. This requires a PE


12/31/2020 810.14

53. Reminder Due Date Well 8 Pressure Tank Iron Filter requires inspection every 5 years with record of

documentation. This tank is greater than 10,000 gallons so a certified contractor or PE is recommended although

not required. This was last performed in 2015 and thus is due again in 2020.

12/31/2020 810.13

54. Reminder Due Date- After Completion of Well 10 a New DNR updated Map is needed for the Facility File (Next

Inspection)

02/30/2021 810.26 (2)




12/31/2021 810.13

56. Reminder Due Date-The Hanley Road Tower/Tank (500,000 gal) last had a partial drain performed on 10-14-

2015. Thus, the next require inspection is a complete drain due by 10-14-2015. This is required every 5 years.

12/31/2021 810.14

10

Document the inspection and submit an inspection report to DNR upon completion. This requires a PE


57. Reminder Due Date-The city permits about 5 private wells within their community that they are aware of. These

were last permitted in 2016. These are on a 5-year permit frequency and will be due for permitting again in 2021.

12/31/2021 810.16




12/31/2022 810.13

59. Reminder Due Date-The 7th Street Well 4 (1,000,000 gal) last had Dive inspection in 2017. Thus, the next require

inspection a complete drain due by 12/31/2022. This is required every 5 years. Document the inspection and

submit an inspection report to DNR upon completion. This requires a PE (Professional Engineer) or a certified

inspection agent/company.

12/31/2022 810.14




12/31/2022 810.13

61. Reminder Due Date-The North Lemon St Tower/Tank (150,000 gal) last had complete drain inspection in

8/27/2015 with a Full Rehab in 2017. Thus, the next require inspection a partial drain due by 12/31/2022. This is

required every 5 years. Document the inspection and submit an inspection report to DNR upon completion. This

requires a PE (Professional Engineer) or a certified inspection agent/company.

12/31/2022 810.14

62. Reminder Due Date-The Wisconsin (150,000 gal) last had a complete drain inspection in 2017. Thus, the next

require inspection a partial drain due by 12/31/2022. This is required every 5 years. Document the inspection and

submit an inspection report to DNR upon completion. This requires a PE (Professional Engineer) or a certified

inspection agent/company.

12/31/2022 810.14

63. Reminder Due Date-Well 10 Pressure Tank Iron Filter requires inspection every 5 years with record of

documentation. This tank is constructed in 2018, thus it is due in 2023.

12/31/2023 810.13

11

SYSTEM OVERVIEW

From source to delivery, drinking water systems consist of many components. This not only includes

infrastructure, it also encompasses the quality of the source-water, operation and maintenance practices, and

management and fiscal aspects. This section is a detailed overview of the entire system providing water to your

customers.

Ownership, Service Area, Geography, Personnel

The City of Hudson owns and operates a municipal, public water supply system serving more than 25 residents

year-round and more than 15 service connections. The village of North Hudson owns distributions mains that are

served by the city of Hudson Wells and water towers. Some of these wells and water towers belong to Hudson

but are in North Hudson. Residential population is approximately 13,744 (DOA) people in Hudson, 3,764 (DOA)

in North Hudson and 17,508 combined.

The city of Hudson and North Hudson have a unique relationship relating to the water utility. The city of Hudson

has a lease agreement with North Hudson that provides for use of the North Hudson water mains for serving the

customers of Hudson. In general, based on this lease agreement Hudson performs all DNR regulatory compliance

work besides hydrant and valve operation and record keeping for the valves and hydrants in North Hudson. The

City and Village’s operating arraignment is described under a 1975 (revised in 1983) inter-municipal agreement.

Hudson owns and operates the wells, treatment plants, storage structures, connecting mains, booster station and

customer water meters in North Hudson. The Utility meters and bills its customers in North Hudson and then pays

the Village a leasing fee for the use of their distribution system.

The Public Utility is operated by a public utility commission that works both closely with the city of Hudson and

the Village of North Hudson. The city of Hudson is governed by a Common Council with a Mayor, Rich

O’Connor. The village of North Hudson is governed by a Village Board of Trusties with a president; Stan

Wekkin. The water operator, serving as operator-in-charge (OIC) for Hudson is, is Mr. Kip Peters and for North

Hudson Mr. Patrick Moos.

System History

Hudson Waterworks consists of 8 wells (1 currently in construction), 6 elevated storage tank of 2,500,000 gal, 1

ground reservoir of 1,000,000 gal., 1 clear well of 15,000 gal. Chemical treatment varies from each well location.

There is one independent booster station and then two additional booster station located within the well treatment

buildings.

Hudson constructed its first water system in 1887. This included a well with iron removal (Buckeye and First

Street) and 275,000 gallon reservoir (Prospect Park). Managing backwash solids became difficult so the well was

taken out of service in 1938 when Well 1 (St. Croix and First Street) was constructed. The Buckeye/First Street

well was formally abandoned (neat cement) sometime after 1986 by Bergerson-Caswell Inc. while the older

reservoir was decommissioned in 1982. Incidentally, both the older wellhouse building and reservoir structure are

still standing.

Well 1 was used until 1987 and formally abandoned (neat cement) in 1992 by Keys Well Drilling. This wellhouse

is still standing as well.

The City constructed Well 2 (815 5th Street) in 1939. It was prone to iron related problems and formally

abandoned (neat cement) by Layne in 1992.

Well 3 was constructed in 1953 to a total depth of 543 feet. The well is stated to have a 24” drill hole to 76’,

followed by 16” drill hole to 257.8”, followed by 15” drill hole to a depth of 543’. The well has a casing diameter

of 24” to 76 ft. and 16” to 258 ft. The well is grouted to 76 ft. depth based on the well construction report. The

12

terminating formation geology is listed as Shale PC. Well 3's original static water level is 139 ft. with a pumping

water level of 193 ft. when pumping at 512 GPM for a specific capacity of 9.5 gpm/ft. The well is equipped with

a 75 HP vertical turbine pump and the top of the bowls is suspected to be at 230’. During recent EMOR reporting,

the static water level was measured at 147 ft., with a pumping level of 228 ft. at 580 GPM resulting in a specific

capacity of 7.16 gpm/ft. The well is equipped with a VFD and has an operational pumping capacity set at 650

GPM to date. The well has an airline with length of 230 ft. The well is provided with water for pre-lube, with a

meter and solenoid valve.

The well is provided with gas chlorination prior to iron filters. The gas chlorine is fed for disinfection and

iron removal (oxidation) purposes. A Baldor 1.5 HP lift pump installed 7/26/2017 is used to feed the gas

chlorine. The injection is horizontal in a horizontal pipe. 150 lbs. gas chlorine are used with scales for usage

determination. The chlorine has its own separate chemical room. There is no eyewash in this chemical room.

A few feet downstream Sodium Permanganate (NaMnO4) 20% active is fed prior to iron filters. The

permanganate feed is for manganese removal and is considered an innovative treatment. This is used for mineral

(iron and manganese) oxidation. The Sodium permanganate is fed at a 45-deg. angle up in a horizonal pipe by a

peristaltic chemical feed pump. The feed pump is set at 30% at the time of the inspection with an anti-siphon

device present. The chemical container is 60 gallons, is provided with secondary containment, and scales are used

for usage determination. The chemical does not have its own chemical room and is stored in the main pump

house area.

Next the water goes to an Iron Filter. This is listed as a rapid sand filtration for Iron and Manganese

filtration. This filter (Filter 3) is 10’ diameter and 24-28’ long. The filter contains 4 cells with one common

under drain. The media is as follows:

Media Type Diameter Depth

Graded gravel 1.5-0.25 3@ 4” Layers

Gravel 0.25-0.125 3”

anthracite 24”

The filter has a 500 GPM capacity (259 sq. ft filter area), with filtration rate of 2 GPM/square ft. The source of

the backwash for the filter is filtered water from the other cells if the well is running, and from the distribution if

the well is not running. The filter is backwashed ever 7-10 days or every 4 MG of pumpage. The backwash rate

is 10 GPM/sq. ft. and backwashing takes about 10-16 min/cell. The influent and effluent pressure gauges were at

80 psi each. The Backwash waste discharges to storm sewer where the utility has a WPDES permit. The utility

has a radon removal system in the treatment building.

Following Iron filtration, the utility adds Fluoride for dental benefits. Hydrofluoric acid (19.8% active) is

added prior to distribution system. The fluoride is has two tanks for chemical feed; a day tank for daily usage and

a transfer tank for pumping to the day tank. The day tank is about 1 gallon and the transfer tank is 160 gallons. A

scale is used for chemical usage. Electronic Pulse (Yellow LMI) feeder pumps of 42 GPD are used. The transfer

pump has 100% setting, and the day pump has 70% setting. The fluoride is injected up at a 45 deg. angle into the

water main. The outlets for fluoride are stated to be provided with secondary control (pump controlled and flow

paced or flow switch). The fluoride chemical does not have its own chemical room and shares a room in the main

pump house building area.

There is an air compressor in the general building area used for pneumatic valves and an eye wash station

is present in the general pump house area. The well has a portable generator hook up available (pig tail) to power

the contents of the treatment building. The treatment building floor drains go to storm sewer.

Well 4 was constructed in 1961 to a total depth of 522 feet. The well is stated to have a 20” drill hole to

56’, followed by 16” drill hole to 522”. The well has an outer casing diameter of 24” to 56 ft. and 16” to from 0

ft. to 174 ft., and a 15” inner casing (1973) to a depth of 353 ft. The well is grouted to 353 ft. depth based on the

well construction report. The terminating formation geology is listed as Decomposed Granite Precambrian. Well

4's original static water level is 176 ft. with a pumping water level of 213 ft. when pumping at 600 GPM for a

specific capacity of 16.2 gpm/ft. The well is equipped with a 75 HP vertical turbine pump and the top of the

bowls is suspected to be at 240’. During recent EMOR reporting, the static water level was measured at 167 ft.,

with a pumping level of 212 ft. at 750 GPM resulting in a specific capacity of 16.6 gpm/ft. The well is does not

13

have a VFD and has an operational pumping capacity set at 740-750 GPM to date. The well has an airline with

length of 240 ft. The well is provided with water for pre-lube, with a meter and solenoid valve.


iron removal (oxidation) purposes. The injection is horizontal in a horizontal pipe. 150 lbs. gas chlorine are used

with scales for usage determination. The chlorine has its own separate chemical room. There is no eye was in

this chemical room.

Downstream Sodium Permanganate (NaMnO4) 20% active is fed prior to iron filters. The permanganate

is fed for manganese removal and is considered an innovative treatment. This is used for mineral (iron and

manganese) oxidation. The Sodium permanganate is fed by a peristaltic chemical feed pump. The feed pump is

set at 25% at the time of the inspection. The chemical container is 60 gallons, is provided with secondary

containment, and scales are used for usage determination. The chemical does not have its own chemical room

and is stored in the main pump house area.


filtration. This filter (Filter 4) is 10’ diameter and 32’ long. The filter contains 5 cells with one common under

drain. The media is as follows:


Graded gravel 15”

anthrafilter 24”

The filter has a 600 GPM capacity (298 sq. ft filter area), with filtration rate of 2.01 GPM/square ft. The source of


the well is not running. The filter is backwashed every 7 days or every 4 MG of pumpage. The backwash rate is

10 GPM/sq. ft. and backwashing takes about 10 min/cell. The influent pressure was 15 psi and effluent pressure

was 10 psi. The Backwash waste discharges to storm sewer where the utility has a WPDES permit. The storm

sewer has a 40,000 gallons holding/separation settling basin. The solids are pumped out once a year and brought

to the sanitary sewer. This tank should be inspected at the time of pump out for any structural concerns or

irregularities. This tank has a vent and appropriate screening. The utility has a radon removal system in the

treatment building.


added prior to distribution system. The fluoride has two tanks for chemical feed; a day tank for daily usage and a

transfer tank for pumping to the day tank. The day tank is about 1 gallons and the transfer tank is 150 gallons. A

scale is used for chemical usage. Electronic Pulse (Yellow LMI) feeder pumps of 16 GPH are used. The transfer

pump has 85 speed and 50 stroke setting, and the day pump has 20 speed and 50 stroke setting. The fluoride is

horizontally into the water main. The outlets for fluoride are stated to be pump controlled only and not provided

with secondary control. The fluoride chemical does not have its own chemical room and shares a room in the

main pump house building area.




After the iron filters the line splits with one line going to the booster station and the other line going to the

seventh Street Well 4 Tower. This tower is not boosted by the booster station. The treatment building also houses

MW 4 Booster station. This booster station has 2 vertical turbine pumps. The pump info is seen below:

300 7th St Booster Station at Well 4

Pump Rate (gpm) Year, Type

Inlet

Shutoff

Control TDH

(feet)

(h.p.) Date of Servicing

#1 600 GPM US Electrical

Vertical Turbine (Allen Bradley)

240 V 3-Phase Layne

NG(Installed 1961)

None

7th St

Reservior

Level

30

2002-Rehab pump

and motor, replace

shaft

14

#2 600 GPM US Electrical

Vertical Turbine (Allen Bradley)

240 V 3-Phase Layne NG

(Installed 1961)

30

2002-Rehab pump

and motor, replace

shaft

2017-Clean and

Inspect

There is an altitude valve (Golden Anderson 8” Installed 1984) and the boosted zone serves 4 towers (Wisconsin,

Carmichael, Hanley, and O’Neil). The effluent pressure was 75 psi and influent pressure was 20 psi.

The Seventh Street Well 4 Tower (Tank #3) was constructed in 1961 with a capacity of 1,000,000 gal.

This tank is an at grade steel storage pillar. The overflow is at 898’ MSL (26’ above GL). The tank is one cell.

The overflow goes to storm sewer. The utility has the option to bypass the tank and go to directly to the

distribution system but the valving is not set up that way currently. A hydrant is located outside the tank for

drainage.


55’, followed by 16” drill hole to 127”, followed by 15” drill hole to a depth of 504’. The well has a casing

diameter of 20” to 55 ft. and 16” to 127 ft. The well is grouted to 55 ft. depth based on the well construction

report. The terminating formation geology is listed as Shale. Well 5's original static water level is 109 ft. with a

pumping water level of 132 ft. when pumping at 540 GPM for a specific capacity of 23.47 gpm/ft. The well is

equipped with a 50 HP vertical turbine pump and the top of the bowls is suspected to be at 170’. During recent

EMOR reporting, the static water level was measured at 102 ft., with a pumping level of 125 ft. at 600 GPM

resulting in a specific capacity of 26.08 gpm/ft. The well does not have a VD and has an operational pumping

capacity at 600 GPM to date. The well has an airline with length of 170 ft. The well is provided with water for

pre-lube, with a meter and solenoid valve.


iron removal (oxidation) purposes. A 0.5 HP lift pump installed is used to feed the gas chlorine. The injection is

horizontal in a horizontal pipe. 150 lbs. gas chlorine are used with scales for usage determination. The chlorine

has its own separate chemical room. There is no eye wash present.


feed is for manganese removal and is considered an innovative treatment. This is used for mineral (iron and

manganese) oxidation. The Sodium permanganate is fed at an unknown angle by a peristaltic chemical feed

pump. The feed pump is set at 25% at the time of the inspection. The chemical container is 60 gallons, is

provided with secondary containment, and scales are used for usage determination. The chemical does not have

its own chemical room and is stored in the main pump house area.


filtration. This filter (Filter 5) is 10’ diameter and 30’ long. The filter contains 5 cells with one common under

drain. The media is as follows:


Graded gravel 15”

anthrafilt 24”

The filter has a 600 GPM capacity (??? sq. ft filter area), with filtration rate of 2 GPM/square ft. The source of


the well is not running. The filter is backwashed once a week or every 4 MG of pumpage. The backwash rate is

10 GPM/sq. ft. and backwashing takes about 10 min/cell and 40 min 28 seconds for all four cells. The influent

and effluent pressure gauges were at 40 psi each. The Backwash waste discharges to storm sewer where the

utility has a WPDES permit. The utility has a radon removal system in the treatment building.


added prior to distribution system. The fluoride has two tanks; a day tank for daily usage and a transfer tank for

pumping to the day tank. The day tank is about 1 gallon and the transfer tank is 150 gallons. A scale is used for

15

chemical usage. Electronic Pulse (Yellow LMI) feeder pumps of 24 GPD is used for transfer pump and 1 GPH

for the injector pump are used. The transfer pump has 70 stroke and 50 speed setting. The day pump has 35

stroke and 30 speed setting. The fluoride injection angle is unknown. The outlets for fluoride are stated to be

provided with secondary control (pump controlled and flow paced or flow switch). The fluoride chemical does not

have its own chemical room and shares a room in the main pump house building area.




Located outside Well 5 is the North Lemon St Tower (Tower #2) was constructed in 1961 with a capacity

of 150,000 gal. This tank is a four legged Double ellipsoid PDM tank. The overflow is at 898’ MSL (26’ above

GL) with a 32 ft. diameter. The tank is one cell. The overflow goes to storm sewer. A hydrant is located outside

the tank for drainage.


80’, followed by 16” drill hole to 611”. The well has a casing diameter of 24” to 80 ft. and 16” from 2.5-294 ft.

The well is grouted to 80 ft. depth based on the well construction report. The terminating formation geology is

listed as Sandstone at Shale Mt Simon. Well 6's original static water level is 124.5 ft. with a pumping water level

of 192.5 ft. when pumping at 1000 GPM for a specific capacity of 14.7 gpm/ft. The well is equipped with a 125

HP vertical turbine pump and the top of the bowls is suspected to be at 250’. During recent EMOR reporting, the

static water level was measured at 125 ft., with a pumping level of 207 ft. at 1000 GPM resulting in a specific

capacity of 12.19 gpm/ft. The well does not have a VFD and has an operational pumping capacity of 1000 GPM

to date. The well has an airline with length of 250 ft. The well is provided with water for pre-lube, with a meter

and solenoid valve.


iron removal (oxidation) purposes. A 0.5 HP lift pump is used to feed the gas chlorine. The injection angle is

horizontal. 150 lbs. gas chlorine are used with scales for usage determination. The chlorine has its own separate

chemical room. No eye wash is in this chemical room.


is fed for manganese removal and is considered an innovative treatment. This is used for mineral (iron and

manganese) oxidation. The Sodium permanganate injection angle 45 deg. upward and is fed by a peristaltic

chemical feed pump. The feed pump is set at 25% at the time of the inspection. The chemical container is 60

gallons, is provided with secondary containment, and scales are used for usage determination. The chemical does

not have its own chemical room and is stored in the main pump house area.

Next the water goes to two Iron Filters. These are operated in parallel. This is listed as a rapid sand

filtration for Iron and Manganese filtration. This filter (Filter 6) is 10’ diameter and 30’ long. The filter contains

4 cells with one common under drain. The media is as follows:


Graded gravel 1.5-0.25 3 layers @ 4” each

Gravel 0.25-0.125 3”

Silica sand 0.5-0.6 24”

The filter has 2 iron filters a 500 GPM capacity each (259 sq. ft filter area), with filtration rate of 1.83

GPM/square ft. The source of the backwash for the filter is filtered water from the other cells if the well is

running, and from the distribution if the well is not running. The filters are backwashed ever 10 days or every 4

MG of pumpage. The backwash rate is 10 GPM/sq. ft. and backwashing takes about 10 min/cell. The influent

pressure was 92 psi and effluent 85 psi. The Backwash waste discharges to a seepage cell outside the treatment

building where the utility has a WPDES permit. The utility has a radon removal system in the treatment building.




chemical usage. Electronic pulse pumps of 24 GPD is used for the transfer pump and 16 GPH for the day pump.

16

The transfer pump has 80 stroke and 75 speed setting, and the day pump had 20 stroke and 60 speed setting. The

fluoride is injected up at a 45 deg. angle into the water main. The outlets for fluoride pumps are well controlled

only so no secondary control (flow paced or flow switch) is provided. The fluoride chemical does not have its

own chemical room and shares a room with gas Cl. There is no eye wash station present.



the contents of the treatment building. The treatment building floor drains go to the seepage cell located outside

the well house. This is a fenced in area.


522. The well has a casing diameter of 24” to 153 ft. and 15” from 153-381 ft. The well is grouted to 381 ft.

depth based on the well construction report. The terminating formation geology is listed as Shale Gray Medium.

Well 7's original static water level is 90 ft. with a pumping water level of 198 ft. when pumping at 1000 GPM for

a specific capacity of 10.1 gpm/ft. The well is equipped with a 75 HP vertical turbine pump and the top of the

bowls is suspected to be at 220’. During recent EMOR reporting, the static water level was measured at 87 ft.,

with a pumping level of 145 ft. at 750 GPM resulting in a specific capacity of 12.93 gpm/ft. The well does not

have a VFD and has an operational pumping capacity of 750 GPM to date. The well has an airline with length of

200 ft. The well is provided with water for pre-lube, with a meter and solenoid valve.

The well is provided with gas chlorination prior to the Reactor Vessel 1. The gas chlorine is fed for

disinfection and iron removal (oxidation) purposes. A lift pump is used to feed the gas chlorine. The injection is

horizontal in a horizontal pipe. 150 lbs. gas chlorine are used with scales for usage determination. The chlorine

has its own separate chemical room. No eye was is provided.

Reactor Vessel 1 is a retention time tank for adequate mixing of chlorine. This tank is believed not to

have baffles and is basically an enlarged water main. The tank is 4’ diameter and about 12’ length at an estimated

1250 gal. This tank is used as a chlorine reactor tank (retention time) for adequate mixing of the chlorine. There

is no bypass for the two reactor vessels and iron filter.

After Vessel 1 Sulfur Dioxide is added to the system to act as a Reducing Agent which is a De-

chlorination process. This occurs because a high chlorine residual is required to oxidize high level of manganese

in this system. The sulfur dioxide is fed for de-chlorination to reduce this high chlorine level after oxidation.

Sulfur Dioxide is fed in the gas form. Permanganate is not used as the filter media chosen does not work with

permanganate. Sulfur Dioxide is injected horizontally into the main and shares a chemical room with Fluoride.

There is an eye was present in this room. 150 lbs gas cylinders are used with scales for usage determination.

Reactor Vessel 2 is a retention time tank for adequate mixing of Sulfur Dioxide reaction prior to filters.

This tank is believed not to have baffles and is basically an enlarged water main. The tank is 4’ diameter and

about 12’ length at an estimated 1250 gal.


filtration. This filter (Filter 7) is 7’ diameter and 12’ long. The filter contains one cells with one under drain. The

media is as follows:


S200 and 202 9600#

T206 and 230 3180#

T100, 206 and 407 8185,2300,2250#

The filter has a 750 GPM capacity, with filtration rate of 10 GPM/square ft. The source of the backwash is the

distribution system. The well is backwashed every 8 hours or after every pumpage. The backwash rate is 15

GPM/sq. ft. and backwashing takes about 4 min. The influent pressure was 55 psi and effluent pressure was 65

psi at the time of the inspection. The backwash waste discharges to a retention reclaim tank. The utility has a

radon removal system in the treatment building.

The retention reclaim tank appears to be a glass lined tank of an unknown volume. This reclaim tank is

above grade with 1 cell. This cell has an overflow that goes to sanitary sewer and as well as a drain line that goes

to sanitary sewer. Annual cleaning of this tank is performed by the utlity. The retention tank has a

reclaim/recycle line that feeds back to the well after the chlorine injection. The recycle line is limited by 10% of

17

max influent per code. The recycle line has a 7.5 HP 50 GPM lift pump and the Well has no VFD so the max

recycle rate is 6.66% (50/750). This recycle line has a meter.

The utility has the option to fee post filter chlorination if needed although this is not regularly fed.




chemical usage. Electronic Pulse (Yellow LMI) feeder pumps of 1 GPD is used for the day tank and 24 gallons

per day for the transfer tank. The transfer pump has 80 stroke and 50 speed setting, and the day pump has 40

stroke and 33 speed setting. The fluoride is injected horizontally into a vertical main. The outlets for fluoride are

stated not to be provided with secondary control (pump controlled and flow paced or flow switch) and are only

controlled by the well. The fluoride chemical does not have its own chemical room and shares a room with SO2

gas. This chemical room has an eyewash.



the contents of the treatment building but also a stationary Natural Gas generator located onsite.

Well 8 and Well 9 share a combined treatment plant area. Well 8 is located within the combined

treatment area and well 9 is located across the road in its own well house building and is piped directly to the

treatment plant. Well 9 does have the option to pump directly to the distribution system but chemical feed pumps

movement and valving would need to take place.


300’, followed by 18” drill hole to 300-365’. The well has a outer casing diameter of 24” to 38 ft. and inner of

18” to 0-300 ft. The well is grouted to 300 ft. depth based on the well construction report. The terminating

formation geology is listed as Sandstone (Jordan). Well 8's original static water level is 94 ft. with a pumping

water level of 147 ft. when pumping at 1000 GPM for a specific capacity of 18.86 gpm/ft. The well is equipped

with a 75 HP vertical turbine pump and the top of the bowls is suspected to be at 200’. During recent EMOR

reporting, the static water level was measured at 97.25 ft., with a pumping level of 113.75 ft. at 1000 GPM

resulting in a specific capacity of 60.60 gpm/ft. The well is equipped with a VFD and has an operational pumping

capacity set at 1000 GPM to date. The well has an airline with length of 200 ft. The well is provided with water

for pre-lube, with a meter and solenoid valve.

The well is provide with air injection. The air is injected using an air compressor. The air is injected

directly into the main in a horizontal application. The air compressor is shared and is used for both Well 8 and 9.

This is used for mineral oxidation.


iron removal (oxidation) purposes. A lift pump is used to feed the gas chlorine. The injection is horizontal in a

horizontal pipe. 150 lbs. gas chlorine are used with scales for usage determination. The chlorine has its own

separate chemical room that is shared with Well 9 chlorine chemicals.


filtration. This filter (Filter 8) dimensions are unknown. The filter contains 4 cells with one common under drain.

The media is as follows:


unknown

The filter has a 1000 GPM capacity (??? sq. ft filter area), with filtration rate unknown GPM/square ft. The

source of the backwash for the filter is the other filter cells. The well is backwashed weekly every 4 MG of

pumpage. The backwash rate is unknown GPM/sq. ft. and backwashing takes about 5 min/cell. The influent

pressure was at 6 psi and effluent pressure gauges was at 15 psi. The Backwash waste discharges to a seepage

cell where the utility has a WPDES permit. The utility has a radon removal system in the treatment building.

Following iron filtration, the filtered water goes to an aeration treatment tanks. These tanks have Air

Bubbler diffusers that diffuse water from the bottom of the aeration basins to the top. There are 4 blower pumps

for this aeration process. The aeration is used for radon gas removal.

18

After these aeration unit, the water is placed in a 15,000 gal. combined concrete clear well for Well 8 and

9. This tank is 6 ft high and located at grade right beneath the aeration basins. It has one cell and appears not to

be vented but may be through the aeration basins located above the tank. The means for drainage for this tank is a

manual sump pump. At the clearwell the water is combined from the two different wells/treatment trains.


41’, followed by 22” drill hole to 41-300’, followed by a 17.25” drillhole to 300-387 ft. The well has an 18”

casing from 0-300 ft. The well is grouted to 300 ft. depth based on the well construction report. The terminating

formation geology is listed as Shale. Well 9's original static water level is 94 ft. with a pumping water level of

139 ft. when pumping at 1500 GPM for a specific capacity of 33.3 gpm/ft. The well is equipped with a 100 HP

vertical turbine pump and the top of the bowls is suspected to be at 200’. During recent EMOR reporting, the

static water level was measured at 99 ft., with a pumping level of 117.25 ft. at 1000 GPM resulting in a specific

capacity of 54.79 gpm/ft. The well is equipped with a VFD and has an operational pumping capacity set at 1000

GPM to date. The well has an airline with length of 200 ft. The well is provided with water for pre-lube, with a

meter and solenoid valve.

The well is provided with air injection. The air is injected using an air compressor. The air is injected

directly into the main in a horizontal application. The air compressor is shared and is used for both Well 8 and 9.

This is used for mineral oxidation.


iron removal (oxidation) purposes. A lift pump is used to feed the gas chlorine. The injection is horizontal in a

horizontal pipe. 150 lbs. gas chlorine are used with scales for usage determination. The chlorine has its own

separate chemical room that is shares with Well 8 chlorine chemicals.


filtration. This filter (Filter 9) dimensions are unknown. The filter contains 4 cells with one common under drain.

The media is as follows:


unknown

The filter has a 1000 GPM capacity (??? sq. ft filter area), with filtration rate unknown GPM/square ft. The

source of the backwash for the filter is the other filter cells. The well is backwashed weekly every 4 MG of

pumpage. The backwash rate is unknown GPM/sq. ft. and backwashing takes about 5 min/cell. The influent

pressure was at 6 psi and effluent pressure gauges was at 15 psi. The Backwash waste discharges to a seepage

cell where the utility has a WPDES permit. The utility has a radon removal system in the treatment building.

Following iron filtration, the filtered water goes to an aeration treatment tanks. These tanks have Air

Bubbler diffusers that diffuse water from the bottom of the aeration basins to the top. There are 4 blower pumps

for this aeration process. The aeration is used for radon gas removal.

After the aeration units, the water is placed in a 15,000 gal. combined concrete clear well for Well 8 and

9. This tank is 6 ft high and located at grade right beneath the aeration basins. It has one cell and appears not to

be vented but may be through the aeration basins located above the tank. The means for drainage for this tank is a

manual sump pump. At the clearwell the water is combined from the two different wells/treatment trains.

After the combined Well 8 and Well 9 clear well there two 50 HP 1000 GPM booster pumps, that pump

to the system and are noted as the Well 8/9 Booster station. The pump info is listed below.

MW 8/9 Booster Station

Pump Rate (gpm) Year, Type

Inlet

Shutoff

Control TDH

(feet)


#8 1000 GPM Vertical Turbine

(2003) Layne NW US/VFD None

Clear Well

Water Level

50 2009 Insp.

2015- Serviced

#9 1000 GPM Vertical Turbine

(2003) Layne NW US/VFD 50

2009 Insp.

Prior to pumping to the distribution system, the utility adds Fluoride for dental benefits. Hydrofluoric

acid (19.8% active) is added prior to distribution system. The fluoride has two tanks; a day tank for daily usage

19

and a transfer tank for pumping to the day tank. The day tank is about 1 gallon and the transfer tank is 300

gallons. A scale is used for chemical usage. Electronic Pulse (LMI) feeder pumps are used. The pump settings

were not recorded. There is a single injection for fluoride for both wells and it is injected up at a 45 deg. angle

into the water main. The outlets for fluoride are stated to be provided with secondary control (pump controlled

and flow paced or flow switch). The fluoride chemical has its own chemical room and an eye wash station is

provided.

There is an optional post filter chlorine injection prior to the distribution system but this is not used.

There is an air compressor in the general building area used for pneumatic valves and air injection and an

eye wash station is present in the general pump house area. The treatment building has stationary Diesel

Generator located onsite that can provide power to the entire treatment housing area.

Well 10 is currently under construction. This will house similar treatment to that of Wells 3 to 6.

Tank #7 at O’Neil Rd. tanks is a CBI 750,000 gallon elevated reservoir. This is a cement composite

pedestal tank. The tank has a height of 40 ft, with an overflow elevation of 1031 MSL. The tank has an overflow

that goes to storm sewer. The tank has a separate inlet and outlet pipe.

Tank #1 Wisconsin St Tower is a PDM double spheroid elevated tank with capacity of 150,000. This

tank has a 30 ft height with a overflow elevation of 1031’ MSL. The tank does not have an insulated riser. The

overflow goes to storm sewer and the utility has a WPDES permit, but this storm sewer daylights to the road.

Tank #5 Summit Deer Path Tank is a 200,000 gallon elevated spheroid CBI tank. This tank has a 40 ft diameter

and head range of 28.75’. The overflow elevation is 1031’ MSL. The tank has had the accuse tube temporarily

fixed and requires annual checks. The tower does have a recirculation line that allows water to flow back into the

low pressure system, this is to keep water recirculation in the tower. A hydrant is available for drainage.

Tank #4 the Hanley Tanks is a 500,000 gallon elevated spheroid CBI tank. This tank has a 40’ bowl with

diameter 55’ 10”. The overflow elevation is 1031’ MSL. The tank has an overflow that goes to daylight. A

hydrant is available for drainage.

Tank #6 the Carmichael Tank is a Hydropillar Steel PDM pedestal tank. This tank has a capacity of 750,000 with

a 40 ft. head range and 64’ diameter. The overflow elevation is 1031’ MSL. The tank has a recirculation pump

that runs 12 hours a day. The tank also has an overflow that goes to storm sewer. A hydrant is available for

drainage.

The 10th Street Booster Station feeds North Hudson High Pressure zone. This was installed in 1985. This station

has 3 centrifugal pumps. An altitude valve is located here and had a 80 psi reading. 101 psi is the tower overflow

pressure. There is a pig tail available for portable auxiliary power hookup. And there is 200,000 gallons in the

boosted zone. The pressure comes in at 40 psi and is boosted to 100 psi. Pump info is described below:

10th Street Booster Station North

Pump

Rate

(gpm)

Year,

Type

Inlet

Shutoff

Control TDH

(feet)


200 GPM

Aurora,

1985

Centrifugal

US

20

Water

level in

the

Summit

reservoir

170 20

1999-Replace impellers, seals, and bearings

and cleaned

2001-Replaced mechanical seals

2007- Replace impellers, seals, and bearings

and cleaned

20

2014-Rebuilt Pump

2017-Rebuilt Booster pump

200 GPM

Aurora,

1985

Centrifugal

US

20 170 20


and cleaned

2007-Replaced seals and bearings and cleaned

2008- Replaced impellers and cleaned

100 GPM

Aurora,

1985

Centrifugal

US

10 170 10


and cleaned

2009- Replaced seals and bearings and

cleared

2014-Replaced Impellers and cleaned

The utility also has pressure reducing valves located at the following streets independent of booster stations or

well treatment plants 11th and Fillmore (EFI/GOLDEN ANDERSON 4” PSV Installed 1994), 11th and Coulee

(EFI/GOLDEN ANDERSON 6” PSV Installed 1996), 110 Third Street (Cal VAL 4” PSV Installed 2008).

Geological, Source Water Characteristics, Well Recharge Zone, Potential Contaminants

Past historical raw sample info is below for raw Iron, Manganese, Hardness, Fluoride, Nitrate-Nitrite and pH.

Well 3-10 have levels highlighed in red if they are above the Iron or Manganese secondary standard. All wells

have iron filter treatment.

Well

Iron (mg/l)

RAW EMOR

Manganese

(mg/l) RAW

EMOR

Hardness

(mg/l)

Nitrate (NO3-

N) (mg/l)

EP (Some may be

RAW) Fluoride

(mg/l) (Year)

PH

RAW/EP

Well 3 0.57 0.15 200 0 0.14 mg/l (2017) 7.22 (2017)

Well 4 0.22 0.05

190 0.1 0.83 mg/l (2017) 8.1 RAW

(7.28 2017)

Well 5 0.36 0.07 190 0.031 0.16 mg/l (2017) 7.05 (2017)

Well 6 0.85 0.19

220 0.056 0.14 mg/l (2017) 8.2 raw

(1984)

7.14 (2017)

Well 7 0.46 0.14 170 0.44 0.3 mg/l (2017) 7.41 (2017)

Well 8 0 0.02 270 4.3 0.089 mg/l (2017) 7.89 (2017)

Well 9 0 0.02 260 2.5 0.089 mg/l (2017) 7.82 (2017)

Well 10 0.58 0.032

200 ? ? 8.06 raw

(2007)

Secondary

MCL: 0.3

Treatment is

performed.

Secondary

MCL: 0.05

Treatment is

performed.

Classificatio

n: Very

Hard

Primary

Standard: 10

mg/L MCL

0.7 mg/l Dental

Health

Recommendation

Onsite

Distribution

Result:

7.53 avg.

Well 3 (100 ft), Well 5 (100 ft), and Well 7 (70 ft) appear not >200+ ft. from the sanitary sewer main. If the wells

were closer than 200 ft. to the sewer main, this main would need to be constructed of water main class material

(DR-18 PVC) and be pressure tested to meet AWWA C-600 criteria. Separation distance cannot be less than 50

ft. It is unknown if the sanitary sewer pipe is constructed of the appropriate material. Well 4 and Well 6 appear

21

to be 200’ or greater from sewer main. Well 8, Well 9, and Well 10 are all newer wells and thus would have met

this requirement when placed into service.

It should be pointed out that there is a geologic fault (horst/uplift) that runs in a southwest to northeast direction.

Wells 8/9 are east of the fault line. This affects aquifer characteristics and the reason for water quality differences

in the newer wells. Iron, manganese, and radionuclides are lower east of the fault line.

22

Infrastructure

A utility flow diagram for Hudson is seen below, with additional diagrams for each well:

23

24

25

26

Well/Pump Facilities Summary

The utility has a SCADA well matrix where they manually select set points based on tower levels and call which

wells to run. Well 4 and Well 7 don’t run as much due to the water level not calling them online. If the tower

doesn’t call a well online during the week the operators will manually call them online to pump to the system so

they get some use. They cannot control chemical feed via SCADA. The last well rehab or pump work at each

well is seen below:

Well # Last Work Performed

Well 3 2015 Well Serviced

Replaced Bowl

Replaced 5 8”*10’ Columns

Replaced Shaft Bearings

(Scheduled for 2020)


Rehab pump and motor

Replaced 8”*10’ columns

Replaced 8”*5’ Columns



Rehab Pump and Motor

Replaced 10 6”x10’ columns

Replaced headshaft bearings, SS Shaft



Replaced 24 10’*10” Columns


Replaced Suction Pipe

New Pump

Brushed Casings



Rehab Pump


Replaced line shaft and bowls.



Bailed Well

Rebuilt pump, Installed Epoxy Coated

Column



Replaced SS Bowl, shaft, bearings, head

shaft and impeller wear wings

Replaced 2 10”*10’ columns


Well 10 Constructed 2018

27

The department generally recommends pumps/wells be pulled and inspected at least once every ten years

depending on usage and past pulling results. The expression “if it ain’t broke, don’t fix it” is often used when

communities are asked to perform preventive maintenance. However, it is usually less costly and more efficient

to perform preventive maintenance on a schedule that is anticipated and planned for rather than performing an

emergency repair that may occur at the most inopportune time. Pump work could be scheduled when water

demand is low and contractor schedules are light. Arrangements can also be made ahead of time to have a

temporary pump ready in case something unexpected is encountered. The utility should have a frequency for

pump work based on pump installer’s recommendations after evaluating the condition of your pump when it was

last pulled. A schedule is required since we don’t allow water systems to have a policy of operating pumps until

they fail. Failure can damage not only the well pump but also the casing and bore hole. Additionally, well work is

recommended if specific capacity drops by more than 20%. Hudson performs appropriate well pulling schedule.

Treatment and Chemicals

Hudson uses Hawkins as their chemical supplier. Please note that the code states that chemical feeding requires a

chemical age of <45 days for Sodium Hypochlorite and <60 days for other Chemicals. Hawkins delivers

chemicals about every 6 weeks for Fluoride, Chlorine, Sodium Permanganate, and 6-12 weeks for Sulfur Dioxide.

Based on this, the coded chemical shelf life is being met.

Individual Well Chemical addition and treatment is described above in the system history section.

Distribution free residual is seen below since 01/01/2013 as reported on EMOR. The data shows a consistent free

chlorine of about 0.10-0.80 mg/l range. The department recommends this be maintained at a consistent range

above 0.2 mg/l.

28

Distribution fluoride residual is seen below since 01/01/2013 as reported on EMOR. The data shows a consistent

0.6-0.9 mg/l range.

0

0.2

0.4

0.6

0.8

1

1.2

1.4

1.6

1.8

2

01-Jan-13 02-Jul-13 01-Jan-14 02-Jul-14 01-Jan-15 02-Jul-15 01-Jan-16 01-Jul-16 31-Dec-16 01-Jul-17 31-Dec-17 01-Jul-18

Free Chlorine Residual vs. Time North Hudson DistriubitonArea

Distriubtion SystemChlorine Residual

Southeast Distribution Area

Southwest DistriubtionArea

29

Well 3-9 Water Level is seen below since 01/01/2013 as reported on EMOR. The data shows a consistent water

levels with some changes over time, due to pump maintenance or other.

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

1.1

1.2

1.3

1.4

1.5

1.6

1.7

1.8

1.9

2


Fluoride Residual Distribution vs. Time

North HudsonDistribution Area

Southeast DistriubtionArea

2.0 mg/l Secondary

0.7-0.8 mg/l is Dental Health Recomendated Range

0

50

100

150

200

250

300


Well 3 Water Levels vs. TimeWell 3 StaticWell 3 Pumping

30

0

50

100

150

200

250


Well 4 Water Levels vs. TimeWell 4 Static

Well 4 Pumping

0

20

40

60

80

100

120

140

160

180

200



0

50

100

150

200

250



31

0

20

40

60

80

100

120

140

160

180



0

20

40

60

80

100

120

140

160



0

20

40

60

80

100

120

140

160



32

Well 3-9 Pumpage % vs time and Pumpage amount is seen below since 01/01/2013 as reported on EMOR. The

data shows consistent usage of each wells with some well used more than others due to SCADA matrix process.

Well 3-6 Theoretical Sodium Permanganate Dosage vs time and Pumpage amount is seen below since 01/01/2013

as reported on EMOR. The data shows similar consistent dosage at the wells.

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1


Pumpage % vs. Time Well 3 % of Pumpage Well 4 % of Pumpage

Well 5% of Pumpage Well 6 % of Pumpage

Well 7 % of Pumpage Well 8 % of Pumpage

Well 9 % of Pumpage

33

Well 3-9 Iron and Manganese vs. time and Pumpage amount is seen below since 01/01/2013 as reported on

EMOR. The data shows consistent efficiencies of treatment filters.

0

0.5


Theroetical Sodium Permanganate Dosage vs. Time

Well 4 NA Permanganate Dosage

Well 3 Na Permanganate Dosage



34

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7


Well 3 Iron and Mag Treatment vs. Time

Well 3 Raw Iron

Well 3 Treated Iron

Well 3 Raw Manganese

Well 3 Treated Manganese

0

0.05

0.1

0.15

0.2

0.25

0.3

0.35

0.4


Well 4 Iron and Mag Treatment vs. Time Well 4 Raw Iron

Well 4 Treated Iron



35

0

0.05

0.1

0.15

0.2

0.25

0.3

0.35

0.4

0.45

0.5



Well 5 Treated Iron



0

0.2

0.4

0.6

0.8

1

1.2



Well 6 Treated Iron



36

0

0.1

0.2

0.3

0.4

0.5

0.6



Well 7 Treated Iron



-0.01

0

0.01

0.02

0.03

0.04

0.05

0.06

0.07

0.08

0.09

0.1



Well 8 Treated Iron



37

Distribution and Storage

The distribution system consists of 7 pressure zones piping network that moves water from the 7 wells to the to

the distribution system and towers. The 8.28 MGD wells feed the distribution system where there is an elevated

storage tank of 3,515,000 gal. The utility has a matrix control SCADA system that uses pressures/water tower

level information and matrix set points set by operators to call the wells online. If a well is not called to run the

operators will change set points so the well runs at least once a day. They cannot change the chemical feed pumps

using the SCADA, this must be done manually and would also require changes if VFD flow changes occur.

The water distribution map was reviewed onsite, it appears to be updated. It will require updating after the

completion of Well 10. There are a few isolated services areas of the distribution system that could use water

main looping or improvement, or dead ends without flushing devices on the end, these should be fixed over time

as new construction or funding allows. Some of these were noted in the previous inspection by Charlie Cameron.

Outstanding locations are as follows:

• 10th St Dead End

• Ferriday’s Addition Dead End

• Walnut to Allen’s Addition Dead End

• 8th Street in Bates and Day’s Addition Dead End

• HWY 35 Project and 2nd st

• HWY 35 and 2nd St at Division St -Flushing Device Installed

• River Street running North Dead End

• Coulee road from Blakeman Isolated area.

• HWY 35 Exposed 4” Cast Iron Main that connects Hudson and North Hudson

• 10th Street Running South from Vine Dead End

• 7th Street of Earless Addition (7th and Orange) Dead End

The distribution system consists of 445,112 linear feet (84.3 miles) of water main (PSC Report Believed to not

North Hudson Data), 1545 valves for Hudson and 300 for N. Hudson, 1099 hydrants for Hudson and about 200

for N. Hudson, 3,515,000 gal of storage, 15121 metered service connections (may not include N. Hudson). There

is 27,397 ft. (6.12%) of undersized water main (≤6”) in Hudson. North Hudson’s values are unknown. The static

pressure range is a low of 40 psi at 10th st and a high of 100 psi by stone pine bay for Hudson. For N. Hudson

0

0.02

0.04

0.06

0.08

0.1

0.12

0.14

0.16

0.18

0.2



Well 9 Treated Iron



38

Alta Ave is the low pressure and is something they have to watch for during a tower drain down in this area, also

there is a private booster pump in this area.

Additional distribution system facts in Hudson include:

• 1 water loading stations located at Treatment Plant 8/9 that is coin operated. There is another one located

at the Fire Department. Both are provided with RPZ valves and a meter.

• 0 private water distribution systems served

• 1 Privately looped distribution systems (flow through) located at GPM Parts Distribution (two that has

privately owned check valves) the utility has several bleeder valves for flushing dead ends, these are

pumped out before winter.

• 0 Individual or private booster pumps are used

• 0 Interconnection with other water sources

• 1 Surface-water crossing the connection between Hudson and North Hudson. It is unknown if there is a

valve/meter pit for metering leak detection. This may be required in the HWY 35 correction project.

• 0 Services outside Village Limits but some water main and hydrants that pass through other townships to

get to city lines.

• 0 Automatic flushing hydrants are used.

• 6 Village owned pressure reducing valves (PRV) (3 Individual, and 3 related to Booster Stations)

• The utility has a county wide mutual aid agreement with Saint Croix and Pierce County. Hudson is the

organizer of this.

Additional distribution system facts in North Hudson include:

• 0 Water loading stations

• 1 private water distribution systems served (mobile housing park on north end of town, that is master

metered)

• 1 Privately looped distribution systems (Lake Mallalieu apartment with residences individual meters, N.

Hudson performs exercising of private hydrants)

• 1 Individual or private booster pumps is used and is located near Alta Ave.

• 0 Interconnection with other water sources

• 1 Surface-water crossing the connection between Hudson and North Hudson. It is unknown if there is a

valve/meter pit for metering leak detection. This may be required in the HWY 35 correction project.

• 0 Several Services outside Village Limits.

• 0 Automatic flushing hydrants are used.

• 0 Village owned pressure reducing valves

• The utility is part of the mutual aid agreement mentioned above and has an additional lease agreement

with the utility of Hudson for water main use.

Emergency Power

Municipal water systems are required to have auxiliary power for operating their wells if power is lost and they

must exercise it on a regular basis (Ch. NR 811.27 and 810.13 Wis. Adm. Code).

The auxiliary power summary for the utility is described below:

Location Type Testing Req.

Well 3 Portable Hookup available

Well 3-Continental Engine Horiz. Drive

Shaft Gear Box Natural Gas (Connected to

Operate Portable Quarterly under

load, they rotate the well/booster

39

Booster #1) (Installed 1961) Removed in

1991

station that it is used on each

quarter.

The utility also starts the

generator monthly but keeps

these records separate from the

load testing.

Well 4

Portable Hookup available

Model G12 Engine (inoperable but still

present)

Well 4 Booster Pumps



10th Street Booster

Station

Portable Hookup available

Well 7

NG Generator

Cummins Engine Magma Max Generator

100kW Natural Gas (Installed 1991) (09/04

Replaced Thermostat, water pump and

coolant, 05/05 New batteries) No automatic

transfer

Monthly under load, manually

performed.

Well 8 Diesel Generator

• Automatic transfer switch)

o Detroit Engine Spectrum

Generator 500 kW Diesel

(Installed 2003)

Monthly under load, automatic

by system. Well 9

Well 8/9 Booster

Pumps

Well 10 In Construction In Construction

Towers O’Neil EV Tower is hooked in with the

nearby Treatment plan.

All other tower have a Cord for a Portable

Generator to be hooked up (5 KW Gen.)

None required. The utility would

receive a data failure notice in

the case of a power outage and

would have to hook up the

portable gen. water tower’s that

are controlling the distribution

system.

Portable Generators:

• Only 2 Portable Generators that belong to the actual water dept. Wastewater also has 1 portable that

is also compatible.

• Water dept.-#1 John Deere Diesel Engine 1980 15kw Kohler Model 15RH150RH071 SPEC

137608A5-51-53 Serial 091241 (Rework in 200, New Batteried, Replace Control Relay in 09/2005

and 7/08 Replace Temp Shutdown System

• Water Dept- #2 Perkins Diesel Engine 2000- 200 kW Olympian Generator (D200P4) (09/05 Engine

Coolant Flush, Cleaned 08/06, Voltage Guage, Switch and Fuel Level Guage changed

• Generator Plugs 3P 240 V 400A 4W 4P Crouse Hinds Arktite M80 (AP 40451-S22_ AP 40412-S22)

• Generator Plugs 3P 480 V 400A 4W 4P Crouse Hinds Arktite M80 (AP 40451-S22-S4_ AP 40412-

S4)

• Generator Plugs 3P 240 V 600A 4W 4P Crouse Hinds Arktite M3 (APJ6475-S22 _ AR 641-S22)

Emergency generators and auxiliary engines shall be exercised a minimum of once per month and quarterly under

full load. A log shall be kept that documents when the unit was operated and maintenance that was performed on

the unit. Water suppliers for those public water systems who rent, lease, or borrow their generators shall have a

40

contract with the owner of the unit, perform full−load exercising at least annually, and keep records showing

when exercising was performed. Water suppliers for those public water systems with right angle units requiring

mobile tractors shall perform full load exercising at least annually and keep records showing when exercising was

performed.

Connections, Water Use and Demands, and System Capacity

The utility has 15121 metered service connections. The largest average day demand over 3 years was 2,224,868

GPD, the largest max day demand in a 3-year period was 5,471,000 GPD due to summer lawn watering.

Water loss in 2014 was 10%, in 2015 was 14%, and in 2016 was 11%. It is important to note, as water loss

increases over time, the utility should continue to search for water main leaks on a routine basis to maintain water

losses at or below 10 percent.

Static pressures in the system are stated to have a high of 100 psi to a lowest at 40 psi. The utility should maintain

records of the system pressure over time as this must be maintained between 35 psi to 100 psi.

Apart from distribution system hydraulics, storage, and pumping capacity, the system is evaluated to determine

whether the water system has adequate storage and pumping volume to meet average daily demand, maximum

daily demand, peak hourly demand, worst case fire flow demand, and demand during power outages. This

analysis is performed based on the information available to the department. From design and water demand data

over the last 3 years, several observations are made related to system capacity:

First, the system is capable of meeting the largest average daily water demand in past 3 years of 2,224,868 gpd.

Average run time for the wells would be 6.44 hours at operational settings. If this value is over 12 hours on a

consistent basis; the utility should be in the process of constructing additional capacity.

Second, depending on the water level in storage, the reservoirs and wells can provide unlimited days of water

during largest 3-year average day if the largest well were out of service. The reservoirs have 37.9 days of storage

volume with all wells out of service during largest average day in past 3 years. If less than 24 hours, then the

utility should be in the process of either constructing additional storage or adding another well pump or both.

Third, the system is capable of meeting the high 3-year maximum day demand of 5,471,000 gpd without all the

reservoirs in service at operational capacity. The well pumps would run 15.8 hours over a 24-hour period to meet

this at operational. If this is over 18 hours during peak pumping days, the utility should be in the process of

increasing capacity. During 3-year max day (5,471,000 gal) the reservoirs can provid for 15.4 hr. of storage

without all the wells in service.

Fourth, during continual peak demand the system can provide for 10.3 days of water (full theoretical storage

capacity and operational pumping for 18 hours/day) with the largest well out of service depending on the water

level in the reservoir. The reservoirs have 15.41 days of storage without the wells in service during peak demand.

If below 24 hours, then they should be in the process of either constructing additional capacity. The utility is ok

here as they have 8 different wells and several with auxiliary power availability so it is unlikely that all wells

would be out of service.

Fifth, taking into consideration the worst-case scenario high use day (5,471,000 gal) and 3,000 gpm pumping rate

(largest fire truck), and largest well out of service, the village would run out of water in 1.19 days at operational

pumping depending on the water level in the reservoir at the time of a fire. ISO likes to see 120 minutes of fire

protection.

41

Sixth, the water system has auxiliary power to operate up to 4000 GPM by operating 2 portable generators at their

smallest Wells (Well 3 and Well 5) and the wells with stationary onsite generators (Well 7, Well 8, Well 9) during

an electrical outage, with the opportunity to obtain another generator from their wastewater for up to an additional

750 GPM (Well 4) of pump capacity if needed hours. This does not significantly change the evaluation above.

Based on this the utility has adequate auxiliary power and should maintain appropriate exercising to ensure so.

The evaluation above does not include the capacity of Well 10 as construction has not been completed to date.

Based on the evaluation above, Hudson currently has adequate capacity.

Water Quality Monitoring and Reporting

There have been DNR violations that have occurred since or as a part of the last survey. A description of these

are seen below.

• 2015 Consent Order

• 2015 State Notification Requirements- Hanley Reservoir Vent Issues

• 2015 M/R BACTI RAW 3rd QTR

• 2015 Failure to Address Significant Def.-Cross Connections

Additionally, there has been no BACTI sample hits in the past 3 years for distribution compliance samples. There

has been a few new construction and investigational sample hits but this is expected at most utilities performing

construction.

Once a month Hudson performs Fluoride state split lab samples. These sample results were all within appropriate

% error.

Historical Sampling detects at each well can be seen below. If they are bolded it means that they were half of the

MCL.

• Well 3- Chloromethane, Nitrate, Radium

• Well 4- Xylene Total (1994), Ethylbenzene (1994), P-Xylene (1994), O-Xylene (1994), Nitrate

Radium, Combined Uranium

• Well 5-Chloromethane, Nitrate Radium Combined uranium

• Well 6- Xylenes, Total (1993), Nitrate, Radium,

• Well 7-Xylenes, Total (2014), Dichloromethane, Chloromethane, Carbon Tetrachloride, Nitrate, Radium,

Combined Uranium

• Well 8-Nitrate

• Well 9-Nitrate

• Well 10-Toluene VOC (2007), Radium, Combined Uranium

A monitoring site plans for Bacteriological sampling, Disinfection By-products sampling, and Lead and Copper

sampling is on file with the department. The BACTI monitoring site plan monitoring rotation appropriate and is

seen below.:

42

The Lead and Copper past historical sample results are seen below:

Sample Date Lead (ug/l) 90th

Copper (ug/l)

90th

Sept. 2002 7.4 220

May/Sept. 2005 4.7 390

COUNT OF

ID:

COLUMN

LABELS

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Grand

Total

Row Labels

3

1

1

D-10

1

1

1 1

1

1 6

D-11 1

1 1

1

1

1

1 7

D-116 1 1 1 1 1

1 1 1

1 1 10

D-118 1 1

1

1

1

1

1 7

D-12 1 1

1

1 1

1 1

7

D-13 1

1

1

1

4

D-14

1

2 1

1 1

1

7

D-17 1 1

1

1 1 1

1 1 1 9

D-18

1 1

1 1

1 1

1 1 8

D-19 1 1

1 2 1 1

1 1 1 10

D-20 1

1 1

1 1

1 1 1

8

D-23 1

1 1

1

1 1

6

D-27 1

1 1

1

1

1

6

D-3

1

1

1

1

4

D-31 1 1

1 1

1

2 1 1

9

D-39

1 1

2 1

1 1 1

1 9

D-52

1

1

1

1

1

5

D-55

1 1

1 1

1

1

1 7

D-56

1

1

1

1

1 5

D-57

1

1 1

1 1

1

1 7

D-59

1

1 2

D-62 1

1 1

1 1

1

6

D-67 1

1

2 1

1 1

1

8

D-70

1

1

1

1

1

5

D-75 1

1

1

1

1

1 6

D-76 1

1 1 1

1 1 1 1 1 1 10

D-77

1

2

1

1 1 6

Grand

Total

15 15 15 15 20 15 15 15 15 15 15 15 185

43

May/June 2008 6.2 250

Aug./Sept. 2011 5.2 250

Sept. 2014 4.3 160

Aug./Sept. 2017 4.7 180

ACTION LEVEL

(ug/l) 15 1300

Reduced Sampling (30 sites) every 3 years.

For Lead and copper monitoring, homeowners should be advised to remove and clean the aerators on a regular

basis, but not prior to collecting the lead and copper samples. Flushing of the lines six hours before sampling

collection is not allowed by the Lead and Copper Rule. Samples should be collected under typical conditions,

after the water sits for at least six hours.

We have been informed that the US EPA will be revising the Lead and Copper Rule. Our recommendations are

based on discussions with the US EPA. The department is also stepping up state wide efforts to reduce

consumer’s exposure to any amount of lead coming from their drinking water. The Department is asking that all

systems review their lead and coppers sites to ensure that all are appropriate locations (kitchen or bathroom sinks)

and that sites meet the required Tier criteria. We have reviewed your water system’s lead and copper monitoring

history and this was updated in 2016. After you review your data please contact your water supply engineer to

request any changes. You should only be using sampling sites on you approved plan.

There may be many lead services in most cities. Homes with lead services must be included as Tier 1 sites if any

part of the service is lead, including the goosenecks in the utility portion, or the customer portion. Homeowners

with lead service lines should be strongly encouraged to replace their portion of the line at the same time the

utility portion is being replaced. If lead is detected at levels greater than 15 ug/L in a home, we are asking that the

homeowners be notified within 24 hours, even if the current code requirement is 30 days.

The facility chlorimeter testing procedures were reviewed onsite and the items in bold indicate issues with their

procedures.

• Glassware is clean and unscratched

• Meter’s sample compartment/optics are clean

• Meter is being zeroed with sample water/tap water should be used

• Samples are tested at the monitoring site

• Meter is read within 1 minute of adding the test reagent for free chlorine (Wait 3 minutes for total

chlorine and read before 6 minutes)

• Regent are within its expiration date

• Meter reads to the hundredth (.01) mg/l

• Chlorine standards or calibration are run to verify test method and meter accuracy

• A Log book is kept on meter servicing and calibration checks

Similar Iron, Manganese and Fluoride testing procedures are done appropriately.

Programs Administered

Implementation of several mandatory programs at the local level is required by code. The status of their

implementation follows.

Vulnerability Assessment and System Security

44

Municipal water systems serving more than 3,300 people were required to have a vulnerability assessment

completed by 2004. These are self-assessments consisting of a review of security related practices. It is unknown

when the last security vulnerability assessment was performed at the utility as its population is greater than 3,300

people but this was expected to have occur sometime after 2001.

It is recommended that a daily security check be performed on the entire drinking water system to ensure doors

are locked, windows are secured, and nothing has been tampered with. The utility should continue to enhance the

security of all the water supply facilities whenever possible. A cursory review of security and safety was carried

out on the day of the inspection. The following items were noted, some of these could use improvement and are

marked in bold:

• All Roof hatches appear to have a locking mechanism, appear to be secure, and have an additional barrier

to entry

• Intrusion alarms/panic hardware is present at well houses/treatment building

• The Auxiliary Power Electrical panels were provided with a lock

• There was no fencing around wells, nor towers and these are located in public community areas

• The utility has a comprehensive SCADA system

• SCADA has smart phone availability

Emergency Planning

The emergency operations plan will need to be updated after the completion of Well 10 and practiced on a routine

basis. There was a recent copy in the file. There are specific DNR requirements specific to the municipal water

dept. emergency operations plan. It is best to assign one staff person to update the emergency plan once each

year. You can do this by having the staff review the plan, sign and date it if no updates are needed, or update it as

appropriate. Staff should also have a minimum of Incident Command System (ICS) training to be familiar with

the terminology and workings of this system. ICS 100 and 200 courses are generally available free on line at

most County Emergency Management sites. The emergency plan has not been practiced in many years. The city

should participate in a table top exercise to ensure all staff are familiar with the details of the plan every few

years.

The plan is required to include the following:

• A list of local and state emergency contacts.

• A system for establishing emergency communications. (Also a backup method)

• Any mutual aid agreements the water utility has with other communities for sharing personnel, equipment

and other resources during an emergency.

• Standard procedures for emergency water production. (description of how to hook up auxiliary power,

how to provide power/gas source, and how to provide emergency water)

• A means for sharing information with customers. (Public notices, boil water notices, etc.)

• Emergency Chlorination Plan

Additionally, the emergency chlorine plan was missing for the facility. This should be attached to the emergency

response plan. A copy of this must be posted at each well house, tower, and treatment plant.

Wellhead Protection

The loss of a well due to groundwater contamination poses significant fiscal impacts on communities. Wellhead

protection is a proactive tool for protecting the infrastructure investment by protecting source water quality. It

does this by defining a well’s recharge area, typically a 5-year recharge zone, and protecting the recharge zone

through a local wellhead protection ordinance. Hudson has an up to date plan from 2016 and a corresponding

ordinance last updated in 2016. It is important to note that a plan and ordinance update would be required

45

following the addition of any new well, these updates have already included well 10 from the 2008 plan and 2016

ordinance update. Also, when a well is removed from service the DNR must be informed and a copy of the well

abandonment form for that well must be sent to your regional Water Supply Engineer.

Private Well Abandonment

The utility stated they have been properly permitting private wells under their private well abandonment

ordinance. There are about 5 wells that require a permit from the city and are permitted every 5 years. These

were all permitted in 2016, with several wells being abandoned. The DNR has a copy of the most recent

ordinance along with an example copy of the city’s permit.

Private well owners with wells located on properties connected to the municipal water system must have their

wells permitted or abandoned in accordance with s. NR 812 Wis. Adm. Code and your ordinance. The private

well program is directly related to both the cross-connection program and the well head protection program, there

should be a question on the cross-connection form about private wells. Private wells can easily become a cross-

connection to the community’s municipal supply system, and an improperly maintained well can cause

contamination of the groundwater relied upon as the source of your drinking water. The maximum 5 year

permitting process provides a means of tracking these private well systems to ensure they continue to be properly

maintained and inspected and to prevent any possible cross-connection to the municipal system. The department

can provide an example permit that other communities have used to aid in the implementation of this program if

requested. The municipality shall cause the filling and sealing of all unused, unsafe, or non-complying private

wells located on properties connected to the municipal system and issue permits to those well owners that qualify

for them, in accordance with s. NR 812 Wis. Adm. Code. Well owners with expired permits shall be notified and

their wells brought back into compliance with s. NR 812 Wis. Adm. Code and your ordinance.

It is unknown if there are other wells on property not served by the municipal, but within village limits. A utility

may permit these wells not served by municipal water per their ordinance if allowed (consult your ordinance and

legal), if these are permitted some utilities exempt them from a permit fee as they do not receive the benefit of

municipal water. It is up to the utility on how they handle these based on their ordinance. The city needs to

ensure they have an updated cross connection inspection form with a question relating to private wells so any

existing private wells in the community not known can be located or discovered. At a minimum, the program

must:

• Meet state code

• Receive a permit from utility of no greater than 5 years

• Be inspected by a licensed pump installer or well driller every 10 years

• Have a history of producing safe water evidenced by a Bacteriological test

• Not be cross-connected with the municipal water system

• Have a functioning pumping system

• Not discharged to the sanitary sewer

• Have a legitimate use

Owners not meeting the above requirements are required to abandon their wells. Permitted wells will need to

obtain documentation that a licensed pump installer or well driller has inspected each well in the past 10 years.

Cross-Connection Control

The cross-connection program implementation was previously deficient. During the onsite inspection, the cross-

connection records were reviewed with the operators. This program is relatively new for the City and started in

2011, even though it was required previously by rule since the 1970s.

The utlity has until March 1, of each year to report inspection numbers. Inspection numbers reported during the

last several years are seen below:

46

Status (insp.

Frequency)

Current

#

Custom

ers

(2016)

2011 2012 2013 2014 2015 2016 2017 Comments

Residential (10

year)

4053 95/70

37

132/7

152

(31

NC)

181/73

28 (27

NC)

191/7503

(19 NC 27

Carry

over)

113/76

46

1575/7

740

(222

NC)

1498/405

3 (24

NC, 1

Carryove

r)

3785/4053 (93%

Based on

Residential

Numbers)

*Prior year total

Residential was

higher Residential (20

year)

All After

1st insp.

Commercial (1

year Vacant)

0 1/3 0/0 OK

Commercial (2

years)

51 261/7

44

(127

NC)

156/68

6 (21

NC 54

Carryo

ver)

7/52 (2

NC 1

Carryover

))

27/34

(1 NC)

18/39

(3 NC)

5/51 DEF-Do not

appear to be

meeting every

other year.

Although this

may be met as

the 6 year

numbers are

higher and there

may have been

frequency

changes.

Commercial

(10 year)

9 15/75 (11

NC)

6/7 0/7 0/9 These appear to

have been met in

the past.

Commercial (6

years)

417 26/72

9 (5

NC)

50/? 25/? (5

NC, 4

Carryo

ver)

211/646

(94 NC 13

Carryover

)

176/39

1 (2

NC)

214/50

2 (19

NC)

113/417 More than 417

have been

performed in past

6 years so this

appears to be

being met.

Industrial (2

years)

19 0/36 18/36

(17

NC)

5/36 (4

Carryo

ver)

2/18 (2

carry

over)

15/19 3/19 (1

NC)

5/19 DEF-Do not

appear to be

meeting every

other year, this

may be due to

frequency

changes.

Industrial (6

years)

5 16/60

(1

Carryo

ver)

0/36 (3

NC)

½ 0/2 0/5 These appear to

have been met in

the past.

Public

Authority (2

years)

7 29/76

(23

NC)

30/59 0/0 1/15 0/1 5/7 DEF-This

appears to be

short.

47

Public

Authority (6

year)

28 14/58 1/25 30/42

(1 NC)

17/28 These appear to

have been met in

the past 6 years.

Multi Family

(10 year)

62 0/0 20/56 5/59 1/62 DEF- Still in

progress.

Multi Family

(2 Year)

3 0/3 DEF- Still in

Progress

Hudson has made significant strides towards improving and developing a comprehensive cross connection program.

The department is extremely pleased with the improvements by the city of Hudson staff and believes that the program

will continue to improve over time.

The city cross connection inspection program is on schedule for residential as they are completing enough

residential inspections per year to complete all residential. The program started in 2011 and the utility is in

contract with Hydro. Other inspection frequencies appear to be on track overall and will take a few more years of

consistent smoothing to appear to clearly be meeting requirements, as commercial and public authority seem too

short of required frequencies from a distant view. This should improve by the next inspection.

If the city staff is not trained appropriately and does not have time to perform the inspections the city must

contract this work out or require property owners to contract out the work so they can meet requirements. If the

city does not contract it out, the city staff should be trained appropriately, as having highly trained and qualified

cross connection inspections is the only viable way to minimize risks involved related to backflow or

backpressure incidents.

For a community, the size of Hudson; shutoff is likely to be required due to uncooperative residence/business, as

well as vacant houses. If the utility or the board has issues with providing/performing shut off please contact the

regional water supply engineer.

The utility has a complete administrative plan for cross connection control program prepared by Hydro. This plan

includes who is completing the inspections, inspection frequencies, public education program/brochure,

enforcement steps that you are using leading up to the service shutoff, example forms used, and example draft

letters.

At the time of the cross-connection inspection, the operators or inspect agent should take this opportunity to

inform the homeowner of the importance of cross-connection prevention. Brochures are available from the

Wisconsin Rural Water Association and the Department of Commerce which do an excellent job of describing

what a cross-connection is and why it is important for homeowners to work with their water utility to prevent

them. Other public education opportunities such as the consumer confidence report, utility newsletters and the

local media are all excellent means of providing this important information. Public education is required every 3

years if partial inspections are performed. The Department now requires industrial, commercial, and public

facilities be inspected for cross connections at least every two years unless there is alternate approval. If the

utility operators are not comfortable in performing cross-connection inspections on more complicated facilities,

the facilities should be informed that they need to perform a comprehensive cross-connection inspection of their

facility and provide the utility with documentation that the facility is free of cross-connections or hire an

independent contractor to do the work for the city. For record keeping to show compliance with the plan the

utility/inspection agent should have a spreadsheet or tracking system indicating each customer serviced, the

category of the customer, and the frequency that the customer falls into, the last time the customer received a

compliant inspection, and the date the next inspection is due by. This should also be tracking the non-compliance

letter tracking, follow up to shutoff, as well as the documented inspection form results.

48

A private well question should be located on each type of inspection forms to confirm no additional unknown

wells are present in their community.

Distribution System Maintenance Practices

The utility is commended for actively incorporating preventative maintenance programs such as hydrant

flushing and valve exercising into their annual routine. Distribution valves are required to be exercised on a 5 year

interval and hydrant lead valves on a 5 to 7 year interval. Many systems are breaking their distribution system

into 5 equal zones and performing valve exercising in one zone each year, insuring that all valves are routinely

exercised on a 5 year interval as required. Several utilities prefer to do this every other year to provide for better

maintenance.

Hudson’s valves were all exercised in 2012. The subsequent years were as follows: 406/1545 in 2016,

200/1475 in 2015, 226/1466 in 2014, and 0/1452-2013 and a few were performed in 2017 due to time constraints

and record keeping process improving. Based on the 2012 exercising of all valves, they have met the 5-year

minimum required frequency.

North Hudson valves were all exercised in 2014 with a few done in 2017, 2016, and 2015. Based on this

they have met the minimum 5 year interval as required. The operator is in the process of updating his record

keeping system here (specifically location identifier).

Hudson-The utility states they have not been flushing any special dead ends on a separate frequency as

there are few dead ends in town and don’t appear to be any complaints or issues. They stated they flush their

entire system once a year and all hydrants were exercised in 2017. Hydrants are exercised at minimum every year

based on this. The utility has GPS location records for hydrants and valves, connected to their mapping system.

They do have good document/record keeping set up for the exercising date, maintenance, etc as they annually

have a paper binder that is given to operators to complete when they flush the system.

North Hudson utility states they have not been flushing any special dead ends on a separate frequency as

there are few dead ends in town and don’t appear to be any complaints or issues. They stated they flush their

entire system once a year and all hydrants were exercised in 2017. Hydrants are exercised at minimum every year

based on this. The does not have the best record location or identifier for hydrants and valves. They have valve

cards and an excel sheet that the operator is in the process of updating.

The utility states they do perform an abbreviated unidirectional flushing each year with some valving. A

flushing method referred to as unidirectional Flushing is being promoted in the water industry to improve the

overall process of removing debris from a water system through flushing. The concept involves maintaining a

flow velocity of at least 5 feet per second through the section of water main being flushed. Experiments have

shown that a velocity of 5 feet per second is capable of cleaning most debris and deposits from a water main

system. To maintain an adequate velocity through the pipe network, sections of the main must be valved off to

ensure flow is moving through a single section of pipe. If a hydrant is being fed from two directions, even though

the velocity may be 5 feet per second at the hydrant, the flow in the mains from each direction will only be 2.5

feet per second. When performed correctly, a unidirectional flushing program will provide a much better pipe

scour using less water than a traditional flushing program. There are a number of training sessions being offered

throughout the state on setting up and running a unidirectional flushing program. The utility should consider

utilizing a unidirectional flushing program as staff time allows, as this can aid in removal of biofilm or iron

sediment that may be present in any system.

A discussion of fire flow occurred; the utility had copies of some of their historical hydrant data and the last time

ISO performed testing in Hudson. There was no historical file for every hydrant, based on this it is unknown if

every hydrant meets a residual pressure of 20 psi and 500 gpm for fire flow.

These fire flow records should be updated every 10-15 years or be developed and maintained overtime. The

utility should share the hydrant records with the fire department. The utility should have an annual discussion

with the fire department as to how the utility and fire department will react and respond to fires in their

community. Fire hydrants are required to have at least a 6 inch diameter water main lead and provide at least 500

49

GPM at 20 psi residual pressure. Hydrants that do not meet this criteria need to be color coded or tagged and the

fire chief notified in writing that this hydrant is not to be connected to a fire pumper in accordance with s. NR

811.64(3)(5) Wis. Adm. Code. These records should be updated as changes occur to the system. The largest fire

truck pumper in Hudson is unknown, it is also unknown if all hydrants can meet this flow so this should be

considered in the annual discussion.

A valve exercising program assures that all the main valves can be readily located, the operating nut is accessible,

and the valves are operating properly, and are fully open. Valves are often needed in an emergency and a valve

that is not operating properly can elevate a routine problem into a large inconvenience for many customers.

Whenever a portion of the distribution system must be depressurized, the mains are subject to an increased

potential for contamination. The larger the area affected, the higher the chances of impacting public health. It is

also important to maintain accurate records on the location of each valve along with the maintenance record and

specification. Record keeping for valves and hydrants is required to ensure routine scheduling and performance

in accordance with s. NR 810.13 Wis. Adm. Code.

The well/treatment water meters (whole sale meters) must be tested/calibrated every two years and tags should

located on the meter. The utility performs this as required along with other meter testing requirements.

As a reminder, all well house water meters must be tested every two years (every other year) regardless of what

type of meter you are using. Also, the PSC requires that you test all your large water customer meters (meters

over 1”) at the following frequencies:

Meter Size Testing Frequency

1½ to 2” Every 4 years

3 to 5” Every 2 years

6" or larger Annually

Meters with no moving parts (mag meters and ultrasonic meters) must also be tested at the above frequencies.

You cannot use the meter’s self-diagnostics for meeting DNR/PSC testing requirements.

Storage and Other Maintenance Practices

Hudson Waterworks consists 6 elevated storage, 1 ground storage and one clear well. There is a total of

3,515,000 gal of storage in the distribution system.

A description of each storage tank is described in the history section above The devices below require an

inspection and the requirements are described in the table below.

TOWER/STORAGE INSPECTIONS

DEVICE CONSTRUCTION

DATE

INTERIOR

COATING

EXTERIOR

COATING

LAST

INSP &

TYPE

NEXT DATE DUE &

TYPE

Wisconsin Street

(150,000) EV

1953 1998 1998 2017

Complete

Drain

2022 Partial Drain

(2018/2019 Full Rehab

scheduled)

North Lemon St

(150,000) EV

1961 1990 2005 2015

Complete

Drain

(2017

Full

Rehab)

2022 Partial Drain (2019

Warranty Inspection on

schedule)

50

750 Summit

Lane (Deer

Path) (200,000)

EV

1987 2001 2001 2014

Complete

Drain

2019 Partial Drain

Hanley Road

(500,000) EV

1980 1992 1992 2015-

Partial

Drain

(2016

Full

Rehab)

2021 Partial Drain (2018

Warranty Inspection on

schedule)

Carmichael Road

(750,000) EV

1994 2011 2011 2013

Dive

2018 Complete Drain

O’Neail Rd.

Tower (750,000)

EV

2005 2005 2005 2013

Dive

2018 Complete Drain

Seventh Street

Well 4-1,000,000

GROUND

1961 2004 2004 2017

Dive

2022 Complete Drain

Well 8/9

Clearwell, 888

O’Neil-1500

GAL

CLEARWELL

2001 None,

Indoors.

Above grade

None,

Indoors

above grade

2015

Partial

Drain

2020 Complete Drain

OTHER Vessels (Shall be opened, and inspected at a minimum of once every 5 years. Maintenance shall include

removal of sediment, cleaning of biofilm, restoration of interior and exterior coating systems to prevent corrosion,

cleaning and repair of sight glasses, air volume controls and exercising valves.) There may be safety concerns

related to performing inspections in house so a contractor may need to be contacted.

ITEM Last

Inspection

Next Due Type

Well 3 Pressure

Filter (14,100 gal

EST)

DEF DEF-No Record

Keeping of

Inspection.

5-year inspection req.

(>10,000 Gal so a certified contractor is recommended but

not required) Radon safety concerns for Iron Filters.

Well 4 Pressure

Filter

(14,100 gal EST)

2017 2022 5-year inspection req.



Well 5 Pressure

Filter

(18,800 gal EST)




Well 6 Pressure

Filter (14,100 gal

EST)

2 of these.




Well 7 Pressure

Filter (2,466 gal

EST)

DEF DEF-No Record

Keeping of

Inspection.




Well 7 Reactor

Vessel #1 and #2

REM On Well

Pump/Pull

Scheduled

every 5 years.


(<10,000 Gal)

51

Last pump

pulled done in

2014, Due again

2019

Well 7 Reclaim

Tank

Annual

Cleanout.

DEF-No Record

Keeping of

Inspection.




Well 8 Pressure

Filter

(18,800 gal EST)




Well 9 Pressure

Filter

(18,800 gal EST)




Well 8 and Well

9

Aerator/Aeration

Basin

DEF DEF-No Record

Keeping of

Inspection.


(<10,000 Gal Recommend perform at same time as O’Neil

Clear well Inspection by PE or certified inspection agent. )

Storage tanks over 10,000 gallons require inspection by professional tank inspection firm or by registered

professional engineer, with an inspection every 5 years, and a complete drain down every 10 years.

Any other closed pressure vessels, treatment devices, or tanks need to be inspected minimum of every 5

years and records must be kept. These inspections may be performed in-house based on tank size and utility

comfort in doing the inspection. The department generally recommends if it is over 10,000 gal that the device be

inspected by a certified professional/inspection agent. Additionally, there is radon safety concerns for iron filter

inspections.

Additional Filter and Tower info is below:

Unit Media

Media

Age /

Inspecte

d

Dimension

s

Units

/

Cells

per

unit

Total

Surfac

e Area

(ft2)

Filter

Rate

(gpm/ft2

)

Backwash

Rate

(gpm/ft2

)

Time

(min)

Frequenc

y (Days)

MW3

-

Anthracit

e

-Sand

-Gravel

1990/

1990

24’ long

10’ diam. 1/4 259

1.9 to

2.9 9.2

10

min/cel

l

Weekly or

every

4MG

MW4

-

Anthracit

e

-Sand

-Gravel

1982/ 24’ long

10’ diam. 1/5 259 2.8 13.5

10

min/cel

l

Weekly or

every

4MG

MW5

-

Anthracit

e

-Sand

-Gravel

1990/ 32’ long

10’ diam. 1/5 298 1.7 11.6

5 to 10

min/cel

l

Weekly or

every

4MG

MW6

-Sand

-Gravel 1980/201

4

24’ long

10’ diam. 2/4 480 2.1 18

5 to 8

min/cel

l

Weekly or

every

4MG

52

MW7

-

Anthracit

e

-Sand

-Gravel

1991/ 10’ long

6.5’ diam. 1/1 64 11.5 18 4 min

Every 8

hours of

run time

and every

pump

cycle

MW8

-

Anthracit

e

-Sand

-Gravel

2003/ 32’ long

10’ diam. 1/5 340 2.94 16

10

min/cel

l

weekly

MW9

-

Anthracit

e

-Sand

-Gravel

2003/ 32’ long

10’ diam. 1/5 340 2.94 16

10

min/cel

l

weekly

MW

10

In Construction

Volume (gal) Age

Type (Make)

Dimension

Overflo

w

Setting

s (%

Vol.)

Working

Volume

(gal)

Working

Volume (%

est.)

Lemon Street

(NWSA)

Design: 150,000

Operating: 142,500

Low Set Pt:

112,500

1961

32’ diam

Ellipsoid

(PDM)

30’ @

898’MSL

75 to

95%

30000 21

7th Street (SWSA)

Design: 1,000,000

Operating: 950,000

Low Set Pt:

750,000

1961

81’ diam

Standpipe

(PDM)

26’ @

898’MSL

75 to

95%

200,000 21

Summit (NESA)

Design: 200,000

Operating: 190,000

Low Set Pt:

150,000

1987

40’ diam

Spheroid

(CB&I)

28.75’ @

1031’MS

L

75 to

95%

40,000 21

WI Street (SESA)

Design: 150,000

Operating: 142,500

Low Set Pt:

112,500

1953

32’ diam

Ellipsoid

(PDM)

30’ @

1031’MS

L

75 to

95%

30000 21

Hanley Rd.

(SESA)

Design: 500,000

Operating: 475,000

Low Set Pt:

375,000

1980

55.8’ diam

Spheroid

(CB&I)

40’ @

1031’MS

L

75 to

95%

100000 21

53

Carmichael

(SESA)

Design: 750,000

Operating: 71,250

Low Set Pt: 56,250

1994

64’ diam

21.75’ to

40’deep

Hydropillar

(PDM)

40’ @

1031’MS

L

75 to

95%

15000 21

O’Neil (SESA)

Design: 750,000

Operating: 718,098

Low Set Pt:

564,776

2005

59-66’diam

35-40’deep

Hydropillar

(CB&I)

40’ @

1031’MS

L

75 to

95% 153322 21

MW8/9 Clearwell

Design: 15,000

Operating:

Low Set Pt:

2003 Ground Storage 6’

Water Reports and Records

The village submits monitoring and operating reports in a timely manner. The city is reporting the following

information on EMOR, if the requirement is identified in bold it could use reporting improvement.

EMOR REQUIREMENTS Requirement

WELLS 3,4,5,6,7, 8, 9

Raw Water Pumped Daily if pumped

Pump to Waste Daily if pumped

Backwash Daily if Pumped

Water Levels

• Hours Rest

• Static Level

• Pumping Level

• Minimum Once Weekly Check

and record data for Well

pumping situation, try to get all

if possible

Chlorine

• Amount

• Dose

• Entry Point

• Daily if used

• Auto Generated

• Optional- as needed for plant

control Recommended 1/week

min.

Fluoride

• Amount

• Dose

• Entry Point

• Daily if used

• Auto Generated



min.

Oxidizer Sodium Permanganate (Well 3, 4, 5,

6 only)

• Amounts

• Calculated Dose

• Daily if used

• Auto Generated

Reducer Sulphur Dioxide (Well 7 only)

• Amount

• Daily if used

Iron Filtration and Manganese Filtration

• Raw

• Entry Point

54



min

Dilutions/Concentrations/Active Accurately

Reported

• Chlorine

• Fluoride

• Oxidizer-Sodium Permanganate

• Report values monthly for all

chemicals and calculate correctly

% active if dilution occurs,

Report for chemical if used.

OPERATIONAL AREAS (Southeast Hudson, North Hudson, Southwest Hudson)

Chlorine

• Free

• 2X/week min in Distribution or

more frequently as needed for

plant control.

Fluoride Residual • Daily at min

Comments Include Comments for any abnormalities

in reporting or plant operation affecting

the report.

Improving Records: A record system should be established that accurately characterizes all the elements of the

water system, including but not limited to:

• Cross-Connection Program

• Local Well Regulation Program (Private Well Permits)

• Emergency Operations Plan

• Emergency Chlorination Plan

• Valve and Hydrant locations and maintenance files

• Well and Tower construction and maintenance files

• Unmetered water usage

• Customer complaint files

• Distribution system components and mapping files

• Water Quality Sampling and monitoring files

• Meter Calibration (Well Meters, and handheld testing devices)

• Annual Tower and Well Vent Screen Checks

Many software packages are available to assist in setting up a reliable data system and will greatly aid in setting

up maintenance schedules and inventory tracking.

Consumer Confidence Reports (CCR)

The Village completes a consumer confidence report on an annual basis. The reports provide customers with

general water system information and water quality results over the course of the year.

Certified Operators

The City of Hudson is required to have a water system “operator in charge” (OIC) with “Grade 1” certification in

groundwater, distribution system, and Iron Removal. Mr. Kip Peters is listed as the OIC. An operator summary

is listed below:

Operator Certification Levels Expiration Date Credits Valid Towards

Renewal (18 Required)

55

The Village of North Hudson is required to have a water system “operator in charge” (OIC) with “Grade 1”

certification in groundwater, and distribution system. Mr. Patrick Moose is listed as the OIC. An operator

summary is listed below:

Fiscal

Hudson’s last rate increase was 10/04/2017. Hudson’s billing is $53.00 per 2,500 CF (Residential 5/8 meter), this

is about 32.2% lower than the county average rate of $78.26. They are the 2nd lowest water cost in the county (2

of 11). This is expected for a larger community the size of Hudson that can spread the water costs among a large

customer base, with several commercial, and industrial users. These rates are on par with similarly sized

communities. The net operating income and return on investment was -2.42 in 2016, +5.54 in 2015, and +5.08 in

2014. PSC recommends this be maintained near 5-6%. When this decreases over time or is negative the

community needs to continue to stay up to date with the necessary water rate increases to keep infrastructure up to

date and to put money away for future infrastructure replacement, the department recommends that communities

perform the 3% simplified rate increase every couple of years with a full rate case every 5 years to stay up to date

with inflation and utility expense increases. The Simplified Rate Case (SRC) is a simple and convenient means

for municipal utilities to increase water and sewer rates. This is an inflationary type increase that helps utilities

maintain rates continually so that customers benefit from smaller, more frequent rate increases. This also requires

less public notice requirements. Hudson should continue to evaluate rates and update them as needed, a rate

increase occurred in 2017 so there should be improvement on the rate of return on investment in the up-coming

years

Capacity Development Evaluation

This sanitary survey serves as an evaluation of the capabilities of your water system. This system has been

determined to have adequate technical, managerial and financial capacity to provide safe drinking water. The

(Some may be shared credits

listed below)

James Frye GW, Dist, Iron Grade 1 11/01/2021 0 Credits

Frank Halvorson GW, Dist, Iron Grade 1 11/01/2018 6 Credits

Dean Opelt GW, Dist, Iron Grade 1 07/01/2020 0 Credits

Dennis Rohl GW, Dist, Iron Grade 1 01/01/2021 0 Credits

Troy Timm GW, Dist, Iron Grade 1 07/01/2020 0 Credits

Dag Selander GW, Dist, Iron Grade 1 12/01/2020 0 Credits

Kip Peters (OIC) GW, Dist, Iron Grade 1 06/01/2020 8.5 Credits

David Smith GW 1, Dist Grade T 06/01/2019 20 Credits (Submit

Experience Form if Worked

for Utility for 1 year to

become Grade 1)

Operator Certification Levels Expiration Date Credits Valid Towards

Renewal (18 Required)

(Some may be shared credits

listed below)

Patrick J Moos (OIC) Dist. and GW Grade T 03/01/2020 21 Credits (Submit

Experience Form if Worked

for Utility for 1 year to

become Grade 1)

Jeffrey Bonngard Dist. and GW Grade T 02/01/2021 0 Credits (Submit Experience

Once Worked for Utility for

1 year to become Grade 1)

56

ability to plan for, achieve, and maintain compliance with applicable drinking water standards has been

demonstrated. The Utility operators are commended for continuing their effort and work to maintain the water

system. The utility operators have done an outstand job improving the utility since the last DNR survey.

Required Action

Please respond by 04/12/2018 with notification that all deficiencies have been corrected, or that you agree

to correct the deficiencies identified in this letter by the due dates listed, or are providing reasonable

alternative dates. The report recommendations should also be discussed and implemented as time and

funding allow.

The next sanitary survey of your system is scheduled to take place in 2020. The designated operator in charge

will be contacted prior to the survey to schedule a date that is convenient.

I would like to thank Kip Peters (Hudson), Jim Frye (Hudson), Jace Holzemer (Hudson), and Patrick Moos (North

Hudson), and staff for their time and cooperation during the sanitary survey. If there are any questions

concerning this report, please feel free to contact me at (715) 839-1636 or by e-mail at

[email protected]. I would offer to attend a Water Committee or City Council meeting to discuss the

report at our mutual convenience.

Sincerely,

Corey D. Larson P.E.

Water Supply Engineer

Department of Natural Resources

Encl.

cc: Bureau of Drinking Water/Groundwater – DG/5 (e-copy)

Troy Stapelmann, Eau Claire (e-copy)

Hudson File-St. Croix County

Kip Peters (Hudson)

Jim Frye (Hudson) (e-copy)

Jace Holzemer (Hudson) (e-copy)

Patrick Moose (North Hudson)

Melissa Luekde (North Hudson Clerk)

Jen Zeiler (Hudson Clerk)

Water System Summary 65600876 - HUDSON WATERWORKS

St. Croix County

02/26/2018

mailto:[email protected]

57

Water System Summary Information

Type: Municipal Community

Basin:

Population: 17508

Service Connections: 15121

Owner: CITY OF HUDSON

505 THIRD ST

HUDSON, WI 54016-1694

(715) 386-4765 Cell: (612) 381-3881 Fax: (715) 386-0804 [email protected]

Date Security VA Complete:

Date ERP Complete: 9/31/2017

Date ERP Last Exercised/Updated:

Emergency Phone: (715) 386-4760

Emergency Fax:

Emergency E-mail: [email protected]

Certified Operators

Name Lic. # Expires Phone/Fax/E-mail Address 1 Address

2

City, State,

Zip

JAMES FRYE 11554 01/01/2021 (715) [email protected] 1710 LAUREL

AVE

HUDSON,

WI 54016

FRANK

HALVORSON

33301 11/01/2018 (715) 381-

[email protected]

504

SOMMERS

LANDING RD

N

HUDSON,

WI 54016

DEAN OPELT 21958 07/01/2020 (715) [email protected] 714

SOMMERS

ST N

HUDSON,

WI 54016

KIP PETERS 31079 06/01/2020 (715) 386-4765 ext.

[email protected]

505 THIRD

ST

HUDSON,

WI 54016

DENNIS ROHL 20456 01/01/2021 (715) 386-9688 822 HWY 12 HUDSON,

WI 54016

DAG

SELANDER

30992 12/01/2020 (715) 386-

[email protected]

1209 1ST ST HUDSON,

WI 54016

DAVID SMITH 37077 06/01/2019 (970) 531-

[email protected]

N8106 STATE

ROAD 65

RIVER

FALLS, WI

54022

TROY TIMM 22834 07/01/2020 (715) [email protected] 311

WINDOLFF

LN

HUDSON,

WI 54016

Affiliations

Name Affiliation Start Date End

Date

Primary? Phone

JIM FRYE SAMPLER 03/27/2015 Y 715-386-4760

HUDSON CITY

CLERK - DEVIN

WILLI

PLAN_CON 09/12/2016 Y 715-386-4765

CITY OF HUDSON OWNER 01/01/1960 Y 715-386-4765

KIP R PETERS MANAGER 09/29/2015 Y 715-386-4765 x115

JIM FRYE EMERGENCY 03/27/2015 Y 715-386-4760

COREY D LARSON DNR_REP 03/04/2016 Y 715-839-1636

JACE HOLZEMER CONTACT 12/08/2015 Y 715-386-4760 x145

58

Name Affiliation Start Date End

Date

Primary? Phone

CITY OF HUDSON PLAN_CON 01/12/2007 N 715-386-4765

JACE HOLZEMER PLAN_CON 09/12/2016 N 715-386-4760 x145

KIP R PETERS PLAN_CON 03/21/2016 N 715-386-4765 x115

DEVIN WILLI MANAGER 07/08/2004 N 715-386-4760

Entry Points and Sources of Water (basic data)

Source

ID

Name WUWN Status Type Source Depth Cased Grouted

2 WELL 2 BG852 Perm

Abandoned

ENTRY

PT/SOURCE

Ground

Water

Source

395

3 WELL 3 560 GRAY

ST

BG853 Active ENTRY

PT/SOURCE

Ground

Water

Source

543 257.75 76

4 WELL 4 300

SEVENTH ST

BG854 Active ENTRY

PT/SOURCE

Ground

Water

Source

522 353 353

5 WELL 5 600 N

LEMON ST

BG855 Active ENTRY

PT/SOURCE

Ground

Water

Source

504 127 55

6 WELL 6 1625

LIVINGSTONE RD

BG856 Active ENTRY

PT/SOURCE

Ground

Water

Source

611 294 80

7 WELL 7 719

FOURTH ST NH

CG778 Active ENTRY

PT/SOURCE

Ground

Water

Source

522 381 381

8 WELL 8 888 O

NEIL RD

NV213 Active ENTRY

PT/SOURCE

Ground

Water

Source

365 300 300

9 WELL 9 889 O

NEIL RD

RY274 Active ENTRY

PT/SOURCE

Ground

Water

Source

387 300 300

10 WELL 10 HWY 35

& STAGELINE RD

NV239 New Well -

Not Yet in

Service

ENTRY

PT/SOURCE

Ground

Water

Source

290 290

200 WELLS 8 AND 9 Inactive ENTRY POINT Permanent

Ground

Water Entry

Point

Entry Points and Sources of Water (misc. data)

Source

ID

PLSS Lat./Long. Date Constructed Water

Bearing

Formation

Casing

Height

Casing

Size

Cap/Seal

Type

Variance?

2 T29,

R20W,

S25, Q-

NE QQ-

NW

44.97582N x

92.74931W

59

Source

ID

PLSS Lat./Long. Date Constructed Water

Bearing

Formation

Casing

Height

Casing

Size

Cap/Seal

Type

Variance?

3 T29,

R19W,

S30, Q-

SW

QQ-SW

44.96494N x

92.74032W

01/01/1953

4 T29,

R20W,

S25, Q-

NE QQ-

NW

44.97405N x

92.74878W

01/01/1973

5 T29,

R20W,

S13, Q-

SE QQ-

NW

44.99778N x

92.75141W

04/01/1962

6 T29,

R19W,

S31, Q-

SW

QQ-NW

44.95588N x

92.73698W

07/26/1979

7 T29,

R20W,

S13, Q-

NW

QQ-NW

45.00347N x

92.75908W

12/29/1989

8 T29,

R19W,

S32, Q-

SW

QQ-SE

44.95252N x

92.71174W

10/27/2000

9 T29,

R19W,

S32, Q-

SW

QQ-SE

44.95175N x

92.71159W

10/04/2001

10 T29,

R19W,

S33, Q-

NW

QQ-SE

44.95710N x

92.69355W

06/27/2007

200 T, RE, S,

Q- QQ-

N x W

Storage

ID/Location Type Vol.

(gal)

Firm

Pumping

Capacity

(gpm)

Height to

Overflow

(ft.)

Overflow

Elev. (sea-

level, ft.)

Aux.

Power?

Last Int.

Inspect

Date

Mfg. Model

Wisconsin

Street

ELEVATED

TANK

150000 30 1031 Yes 2012 PDM Double spheroid

60

ID/Location Type Vol.

(gal)

Firm

Pumping

Capacity

(gpm)

Height to

Overflow

(ft.)

Overflow

Elev. (sea-

level, ft.)

Aux.

Power?

Last Int.

Inspect

Date

Mfg. Model

Tower/Tank

#1

North Lemon

Street

Tower/Tank

#2

ELEVATED

TANK

150000 30 898 Yes 08/27/2015 PDM Double Ellipsoid

750 Summit

Lane (DEER

PATH

ROAD)

Tower/Tank

#5

ELEVATED

TANK

200000 28.75 1031 Yes 10/14/2015 CB&I Waterspheroiod

Hanley Road

Tower/Tank

#4

ELEVATED

TANK

500000 40 1031 Yes 10/14/2015 CB&I Water spheroid

Carmichael

Road

Tower/Tank

#6

ELEVATED

TANK

750000 40 1031 Yes 09/04/2015 PDM Hydropillar Steel

Pedestal

Seventh

Street, Well 4

Tower/Tank

#3

GROUND

STORAGE

1000000 600 26 898 Yes 09/04/2015 PDM

O'Niel Rd.

Tower/Tank

#7

ELEVATED

TANK

750000 40 1031 Yes 2013 CB&I Cement

Composite

Pedestal

Clearwell,

888 O'Neil

Tower/Tank

#8

GROUND

STORAGE

15000 10000 6 ? Yes 11/03/2015 Concrete

Clearwell

Booster Stations

ID/Location Type Firm Pumping

Capacity (gpm)

Aux. Power?

654 Tenth Street North ABOVE GROUND 300 Yes

300 Seventh Street - MW4

Treat.Bldg.

ABOVE GROUND 600 Yes

Well 8/9 Booster Station 88

O'Neil Clear well Lift Pumps

ABOVE GROUND 1000 Yes

System Interconnects

ID/Location Type Capacity

(gpm)

Metered? Chemical

Injection

Capable?

North Hudson but not listed.

61

Treatment Summary Data

Source

ID

Type Description Begin End Objective(s) Pump

Model

Cap. Stroke

%

Speed

%

Sol.

Tank

Cap.

Dil.

Ratio

Comments

2 380 Fluoridation 01/05/1937 10/20/1992 Other Abandoned

3 143 Aeration,

Diffused

01/01/1958 06/01/2007 Iron Removal

3 345 Filtration,

Rapid Sand

01/01/1958 Iron Removal

3 380 Fluoridation 01/01/1958 Other

3 401 Gaseous

Chlorination,

Post

01/01/1958 03/14/2012 Disinfection Optional

3 403 Gaseous

Chlorination,

Pre

01/01/1958 Disinfection

~Iron

Removal

3 999 Innovative

Treatment

01/01/2011 Manganese

Removal

Sodium

permanganate

to oxidize

manganese

4 143 Aeration,

Diffused

01/01/1962 06/01/2007 Iron Removal

4 345 Filtration,

Rapid Sand



4 401 Gaseous

Chlorination,

Post


4 403 Gaseous

Chlorination,

Pre


~Iron

Removal

4 999 Innovative

Treatment


Removal

Sodium

permanganate

to oxidize

manganese

5 143 Aeration,

Diffused

01/01/1962 06/01/2007 Iron Removal

5 345 Filtration,

Rapid Sand



5 401 Gaseous

Chlorination,

Post


5 403 Gaseous

Chlorination,

Pre


~Iron

Removal

5 999 Innovative

Treatment


Removal

Sodium

permanganate

to oxidize

manganese

62

Source

ID


Model

Cap. Stroke

%

Speed

%

Sol.

Tank

Cap.

Dil.

Ratio

Comments

6 143 Aeration,

Diffused

01/01/1980 06/01/2007 Iron Removal

6 345 Filtration,

Rapid Sand



6 401 Gaseous

Chlorination,

Post


6 403 Gaseous

Chlorination,

Pre


~Iron

Removal

6 999 Innovative

Treatment


Removal

Sodium

permanganate

to oxidize

manganese

7 345 Filtration,

Rapid Sand



7 401 Gaseous

Chlorination,

Post


7 403 Gaseous

Chlorination,

Pre


7 627 Reducing

Agent,

Sulfur

Dioxide

01/01/1991 Dechlorination

8 143 Aeration,

Diffused


8 345 Filtration,

Rapid Sand


8 380 Fluoridation 01/01/2004 03/14/2012 Other


8 401 Gaseous

Chlorination,

Post


8 403 Gaseous

Chlorination,

Pre


9 143 Aeration,

Diffused


9 345 Filtration,

Rapid Sand




63

Source

ID


Model

Cap. Stroke

%

Speed

%

Sol.

Tank

Cap.

Dil.

Ratio

Comments

9 401 Gaseous

Chlorination,

Post


9 403 Gaseous

Chlorination,

Pre


200 000 None 07/27/2006 03/14/2012 No Treatment

at Source


System Evaluation Summary

Inspector/Reviewer Date Report

Date

Type Agency Response

Due

Response

Recd

CAMERON,

CHARLIE

06/05/2015 07/01/2015 SURVEY DNR 08/15/2015 08/26/2015

Henderson, Brad 02/28/2013 03/27/2013 ANNUAL DNR

Bacteriological Sampling History

Year Distribution

Safe

Distribution

Unsafe

Confirmed

Unsafe

Missed

Samples

Raw

Safe

Raw

Unsafe

Fecal

Positive?

2018 30 0 5 N

2017 180 0 28 N

2016 182 0 28 N

2015 185 0 28 N

2014 132 0 28 N

2013 132 0 27 N

2012 132 1 0 27 N

Chemical Sampling History

Year Sample

Group

Source

ID

Samples

Taken

Missed

Samples

MCL

Violations

2018 FLUORIDE 2 0 0

2017 SOC 8 1 0 0

2017 VOC 5 1 0 0

2017 SOC 9 1 0 0

2017 RAD 6 1 0 0

2017 IOC 4 1 0 0

2017 SOC 3 1 0 0

2017 VOC 7 1 0 0

2017 FLUORIDE 12 0 0

2017 IOC 3 1 0 0

2017 IOC 6 1 0 0

2017 RAD 4 1 0 0

2017 IOC 5 1 0 0

2017 IOC 8 1 0 0

2017 RAD 9 1 0 0

64

Year Sample

Group

Source

ID

Samples

Taken

Missed

Samples

MCL

Violations

2017 PBCU 30 0 0

2017 VOC 3 1 0 0

2017 SOC 4 1 0 0

2017 SOC 5 1 0 0

2017 IOC 9 1 0 0

2017 DBP 16 0 0

2017 SOC 6 1 0 0

2017 IOC 7 1 0 0

2017 SOC 7 1 0 0

2017 RAD 3 1 0 0

2017 VOC 6 1 0 0

2017 VOC 4 1 0 0

2017 RAD 8 1 0 0

2016 NITRATE 7 1 0 0

2016 NITRATE 4 1 0 0


2016 NITRATE 3 1 0 0

2016 NITRATE 6 1 0 0

2016 DBP 16 0 0

2016 NITRATE 9 1 0 0

2016 NITRATE 5 1 0 0

2016 NITRATE 8 1 0 0

2015 NITRATE 7 1 0 0

2015 NITRATE 4 1 0 0

2015 NITRATE 200 1 0 0

2015 VOC 200 1 0 0

2015 VOC 7 4 0 0


2015 NITRATE 3 1 0 0

2015 NITRATE 6 1 0 0

2015 DBP 8 0 0

2015 NITRATE 9 1 0 0

2015 NITRATE 5 1 0 0

2015 NITRATE 8 1 0 0

Sample

Group

Last

Sampled

BACTI 2018

FLUORIDE 2018

RAD 2017

IOC 2017

HAA5 2009

PBCU 2017

NITRATE 2016

VOC 2017

SOC 2017

TTHM 2009

DBP 2017

65

MCL Violations

Source

ID

Contaminant Concentration MCL Units Viol.

Start

Viol.

End

Continuing

Operation?

None

Page 1 of 2

CITY OF HUDSON LETTER OF ENGAGEMENT

Project Name: Highway 35 Utility Replacement – Phase 1: Feasibility Study

Project or P.O. #: ________________________________

This Letter of Engagement is entered into this 8th day of May, 2018, by and between the City of Hudson , 505 Third Street, Hudson, WI, 54016 (hereinafter the “City”) and Short Elliott Hendrickson Inc.

Name of Consultant 156 High Street, Suite 300, New Richmond, WI 54017

Address of Consultant (Hereinafter the “Consultant”).

RECITALS

WHEREAS, the City and the Consultant entered into an Engineering Master Consulting Agreement on the 1st day of September, 2014; and WHEREAS, the Master Consulting Agreement provides that the City would engage the Consultant from time to time to assist in providing engineering services for projects and studies designated by the City and as described through separate Letters of Engagement attached as Exhibits to the Master Consulting Agreement; and WHEREAS, The City wishes to retain the services of an engineering consultant to assist with the following described project: Conduct a feasibility study of utility replacements in Highway 35 (a.k.a. Second Street) between Vine Street and the City’s north corporate boundary, and also including a new water main crossing of Lake Mallalieu (in the vicinity of the Hwy 35 bridge) as described in the letter dated May 2, 2018 prepared by SEH and attached hereto as Exhibit No. 1. (hereinafter the “Project”); and WHEREAS, this Letter of Engagement outlines the services to be performed by the Consultant; the approved cost of the Project; and the Project schedule.

Page 2 of 2

NOW, THEREFORE, in consideration of the mutual agreements herein contained and intending to be legally bound hereby, the City and the Consultant hereby agree as follows: Article 1. Services to be performed by the Consultant The City hereby retains Consultant for the purposes of advising and consulting the City for the services described in Exhibit No. 1 attached hereto and made a part hereof. Article 2. Schedule of Performance The Consultant shall perform the services for the Project on the basis of the schedule attached hereto as Exhibit No. 1 and made a part hereof by reference. The schedule may be adjusted by mutual consent as the services proceed. The term limits established by the schedule and approved by the City shall not be exceeded by the Consultant or the City, except for reasonable cause agreed to by the City. Article 3. Consultant’s Compensation The City shall pay the Consultant for services furnished and the Consultant shall accept as full payment the sums described on Exhibit No. 1 as Fees Hourly NTE (NTE meaning Not To Exceed). Payment to the Consultant for fees described on Exhibit One as “hourly estimated” shall be based on actual hours Consultant worked on the specified task. Exhibit No. 1 is attached hereto and incorporated herein by reference. IN WITNESS THEREOF, the parties hereto have executed this Engagement letter as of the date first written above. IN WITNESS WHEREOF, the parties hereto set their hands and seals dated this 8th day of May, 2018.

Short Elliott Hendrickson, Inc.

City of Hudson, Wisconsin

By: ___________________________ John D. Parotti, PE Associate/Sr. Project Manager

By:_____________________________ Kip Peters, Utility Director

Engineers | Architects | Planners | Scientists

Short Elliott Hendrickson Inc., 156 High Street, Suite 300, New Richmond, WI 54017-1128

SEH is 100% employee-owned | sehinc.com | 715.246.9906 | 888.881.4281 | 888.908.8166 fax

Exhibit No. 1

May 2, 2018 RE: City of Hudson, Wisconsin

Highway 35 Utility Replacement

SEH No. HUDSO 143013 14.00

Mr. Kip Peters

Utility Director

City of Hudson

1201 Livingstone Road

Hudson, WI 54016

Dear Mr. Peters:

Thank you for this opportunity to provide a proposal for the first phase of engineering for utility

replacements in Highway 35 (a.k.a. Second Street). This letter outlines our understanding of the project

as well as the scope schedule and fee estimate as follows:

PROJECT UNDERSTANDING The Wisconsin Department of Transportation (WisDOT) is in the preliminary engineering phase of a

project that would resurface Hwy 35 from I-94 to Vine Street and reconstruct from Vine Street to

Sommers Street North in the Village of North Hudson. This project would include the relocation and/or

replacement of sewer and water facilities located within the City of Hudson as well as a new water main

crossing at Lake Mallalieu.

WisDOT has asked Hudson Utilities to have construction plans and specifications complete by the fall of

2018. These documents will then be incorporated into the WisDOT bidding documents so that the work

can be bid and constructed under one contract administered by WisDOT in 2021.

The Utility’s plans for this corridor are summarized as follows:

Segment 1 (I-94 to Vine Street):

Most of the utilities in this segment were replace in the last 30 years and are generally in good working

condition. It is anticipated that utility work in this area will be generally limited to structure adjustments and

hydrant relocations. This type of work is typically included with the WisDOT engineering plans and

requires very little engineering design to be completed by the Utility.

Segment 2 (Vine Street to Lake Mallalieu):

This segment includes older, undersized water mains, with some of the pipes believed to be 120 years

old and in need of replacement. In addition, the Utility has identified the need for a new 12” water main

connection to the Village of North Hudson water system. This project provides the opportunity to construct

this connection and provide the necessary interconnect redundancy the combined systems need.

Mr. Kip Peters May 2, 2018 Page 2

The sanitary sewer is newer and thought to be in good condition. However, staff is planning to complete

televising inspections in 2018 to confirm this and to identify any system maintenance needs that should

be addressed under this project.

SCOPE OF SERVICES (PHASE 1 – FEASIBILITY STUDY) A Feasibility Study will be completed to evaluate the proposed utility replacements within Segments 1 & 2

described above. SEH will work with Utility Staff to evaluate options, impacts and costs. An opinion of

probable cost will also be provided. Upon completion of the study, a report will be prepared and

presented to the Utility. Upon request, SEH staff will co-present the report at a Utility Commission

meeting.

COMPENSATION Compensation for completion of the above scope will be on a time and materials basis using the cost plus

fixed fee method in accordance with the Engineering Master Consulting Agreement with the City of

Hudson. The estimated fee for service is $35,000.

SCHEDULE The feasibility study and report will be complete by July 31, 2018.

EXCLUSIONS AND ADDITIONAL SERVICES The above scope is for the first phase of the required engineering services for this project. Following the

completion of the feasibility study, the Utility Commission will be provided with engineering services

proposals for the next phases of the project. Below is a list of services that are not part of this first phase

but are typical of utility replacement projects:

Phase 2 – Design and Bid Document Preparation (i.e. geotechnical evaluations, field surveys,

structure condition surveys, environmental site assessments, preliminary and final design, bidding

documents, construction specifications, permit preparation, etc.)

Phase 3 – Construction Administration (i.e. resident project representation, construction staking,

progress meeting attendance, etc.)

The additional services listed above are typical but not necessarily required. As the project

progresses, SEH will provide additional scope, schedule and fee estimates for the actual services

needed as requested by Utility Staff.

It was our intent to reflect the scope discussed with Utility staff for this first phase of the project. If you find

that the scope requires modification, please don’t hesitate to contact me at (715) 861-4871 or

[email protected] to discuss changes.

Sincerely,

SHORT ELLIOTT HENDRICKSON INC.

John D. Parotti, PE

Associate/Sr. Project Manager

\\sehnr\projects\fj\h\hudso\common\water system\misc loes\hwy 35 utility replacement\letter agreement 2018_05_02.docx

HUDSON PUBLIC UTILITIES ISSUE SHEET

DATE: May 8, 2018

SUBMITTED TO: Public Utility Commission

SUBMITTED BY: Utility Director Peters

REGARDING: Open House at 1201 Livingstone Rd.

ISSUE: Open house for the new service center at 1201 Livingstone Rd. June 28, 2018 from 11 AM- 1 PM.

Sub sandwiches, soda, cookies etc.

FUNDING SOURCE: Will work with Finance. Approximate cost of $500- $600.

STAFF RECOMMENDATION:

COMMITTEE RECOMMENDATION:

HUDSON WATER UTILITYFINANCIAL SUMMARY

Account Name 1st Quarter 2016 1st Quarter 2017 1st Quarter 2018

RESIDENTIAL METERED SALES 207,464$ 185,898$ 259,272$ COMMERCIAL METERED SALES 60,092 53,799 71,895 INDUSTRIAL METERED SALES 4,005 4,736 9,471 PUBLIC AUTH METERED SALES 9,256 9,038 12,024 MULTIFAMILY METERED SALES 18,608 16,746 26,115 UNMETERED SALES TO GEN CUST 4,695 412 - PRIVATE FIRE PROTECTION 35,297 35,168 36,151 HUDSON PUBLIC FIRE PROTECT 177,647 178,380 142,635

TOTAL SALES OF WATER 517,064$ 484,177$ 557,563$

SALES OF WATER ( ,000 GALLONS)RESIDENTIAL METERED SALES 69,382 55,852 69,726 COMMERCIAL METERED SALES 29,849 26,035 34,531 INDUSTRIAL METERED SALES 2,010 2,570 2,416 PUBLIC AUTH METERED SALES 5,200 5,049 5,293 MULTI-FAMILY 10,487 8,796 12,135

TOTAL SALES OF WATER 116,928 98,302 124,101

SALES OF WATER

ACTUAL

-

20,000

40,000

60,000

80,000

100,000

120,000

140,000

1st Quarter 2016 1st Quarter 2017 1st Quarter 2018

Thou

sand

s of g

allo

ns

METERED SALES OF WATER

MULTI-FAMILY

PUBLIC AUTHMETERED SALES

INDUSTRIALMETERED SALES

COMMERCIALMETERED SALES

RESIDENTIALMETERED SALES

Page 1 of 1

Gallons Pumped(in 1,000's) 2017 127,927 2018 132,836

ENTERPRISE FUND REVENUES AND EXPENDITURESFOR THE PERIOD ENDED APRIL 30, 2018

ADOPTED REVISEDDESCRIPTION BUDGET BUDGET Apr-18 Apr-17

SALES OF WATER 2,668,600$ 2,668,600$ 557,720$ 484,176$ 21%OTHER OPERATING REVENUES 380,100$ 380,100$ 112,206 110,429 30%MISCELLANEOUS REVENUES - -

OPERATING REVENUES 3,048,700$ 3,048,700$ 669,926 594,605 22%

WATER PUMPING 477,625$ 477,625$ 134,158 106,980 28%WATER TREATMENT 128,135 128,135 32,818 39,643 26%WELL #10 - 1,425,091 943,131 14,014 66%WELL UPGRADES - - - - 0%WATER DISTRIBUTION 444,555 444,555 106,709 91,753 24%MAINTENANCE OF OTHER PLANT 19,000 19,000 - - 0%RESERVIORS AND TOWERS 52,075 52,075 - 9,592 0%MAINTENANCE OF MAINS 49,075 49,075 268 4,206 1%MAINTENANCE OF SERVICES 23,145 23,145 4,131 6,721 18%MAINTENANCE OF METERS 24,260 24,260 15,923 23,326 66%MAINTENANCE OF HYDRANTS 27,560 27,560 260 226 1%NEW MAINS 55,000 55,000 - - 0%NEW SERVICES 40,000 40,000 - - 0%NEW HYDRANTS 46,000 46,000 - - 0%NEW METERS 512,890 512,890 117,293 95,346 23%METER READING 31,690 31,690 4,080 6,201 13%CUSTOMER ACCOUNTS 105,890 105,890 20,199 18,612 19%SALES JOBBING & CONTACTS - - - - ADMINISTRATION 584,729 584,729 199,446 185,016 34%UTILITIES BUILDING 292,200 292,200 133,707 - 46%TRANSPORTATION MAINTENANCE 34,390 34,390 7,809 11,685 23%OTHER OPERATING EXPENSES* 538,800 538,800 156,012 128,652 29%DEBT SERVICE 145,556 145,556 11,174 -

TOTAL EXPENDITURES 3,632,575 5,057,666 1,887,118 741,973 37%CAPITAL COSTS INCLUDED IN OPERATIONS (863,400) (2,288,491) (1,157,221) (104,174) DEPRECIATION 700,000 700,000 233,300 240,000

NET OPERATING EXPENDITURES 3,469,175 3,469,175 963,197 877,799 28%

NET OPERATING REVENUES (420,475) (420,475) (293,271) (283,194)

NON-OPERATING REVENUE - IMPACT FEES 50,000$ 50,000$ 15,834$ 221,032$ 32%NON-OPERATING REVENUE - OTHER 61,200$ 61,200$ 22,834$ 22,012$ 37%

TOTAL REVENUES (EXPENSES) (309,275)$ (309,275)$ (254,603)$ (40,150)$ *Includes Payment in Lieu of taxes and NH Maint of Mains

WAT

ER U

TILI

TY

YEAR TO DATE 2018 - % OF Revised Budget

ENTERPRISE FUND REVENUES AND EXPENDITURESFOR THE PERIOD ENDED APRIL 30, 2018

ADOPTED REVISEDDESCRIPTION BUDGET BUDGET Apr-18 Apr-17

YEAR TO DATE 2018 - % OF Revised Budget

SALES 1,767,500$ 1,767,500$ 484,881$ 341,739$ 27%OTHER OPERATING REVENUE 12,000 12,000 1,417 2,078 12%MISCELLANEOUS REVENUE 30,560 30,560 - 45 0%

OPERATING REVENUES 1,810,060 1,810,060 486,298 343,862 27%

SEWER COLLECTION 168,805 168,805 45,822 9,182 27%LIFT STATION MAINTENANCE 111,215 111,215 19,533 25,719 18%WASTEWATER TREATMENT 1,049,915 1,049,915 272,013 233,780 26%DAMS 30,300 30,300 3,145 2,029 10%CUSTOMER ACCOUNTS 198,375 198,375 7,167 8,727 4%ADMINISTRATION 478,900 478,900 163,485 188,289 34%

TOTAL EXPENDITURES 2,037,510 2,037,510 511,165 467,726 25%CAPITAL COSTS INCLUDED IN OPERATIONS (227,000) (227,000) (4,072) (2,307) DEPRECIATION 440,000 440,000 146,700 95,000

NET OPERATING EXPENDITURES 2,250,510 2,250,510 653,793 560,419 29%

NET OPERATING REVENUES(EXPENDITURES) (440,450) (440,450) (167,495) (216,557)

OTHER CHARGES - CONNECTION FEES 151,900 151,900 94,801 85,231 62%INSURANCE REIMBURSEMENT - - 6,089 - NON-OPERATING REVENUE 74,900$ 74,900$ 19,790 14,659 26%

TOTAL REVENUES (EXPENSES) (213,650)$ (213,650)$ (46,815)$ (116,667)$

SEW

ER U

TILI

TY

ACTIVITIES DURING REPORTING PERIOD, GOALS MET, GOALS NOT MET:A) Carmichael Ridge Phases I, II, and III utilities installation complete (punchlist items remain).B) Bluebird Ct N. main extension complete (punchlist items remain).C) Xcel Energy new building utilities installation complete (punchlist items remain).D) Senior High School addition construction complete (punchlist items remain).E) Boatworks Phase II utilities installation complete (punchlist items remain).F) W/TP #10 construction continues.G) WWTP condition assessment underway.H) 2017 PSC Report complete.

CURRENT ACTIVITIES, GOALS AND TIMELINESS:A) The Carmichael (Carmichael Rd & Maxwell Dr.) service extensions continuing.B) NEO Electrical (SCBP) expansion service extension plan review.C) Unit #2 (2303 Badger Dr.) service extension plan review.D) Unit #4 (2211 Badger Dr.) service extension plan review.E) Hudson/N. Hudson utility consolidation negotiations continuing.F) Cross-Connection Control Program and Meter Replacement Project continuing.G) Implementing WIDNR Sanitary Survey findings.

KNOWN ACTIVITIES FOR UPCOMING REPORT PERIOD, GOALS AND TIMELINESS:A) Valve and hydrant maintenance program continuing.B) Continue implementing safety procedures, training, and equipment

_________________________________ ________________________________David Prissel, Chairperson Kip Peters, Director Hudson Public Utilities Commission Hudson Public Utilities

May 8, 2018

HUDSON PUBLIC WATER UTILITY - PROJECT STATUS REPORT

PENDING:

PROJECT NAME LOCATION ACTION DATES STATUS % COMPLETED

Commercial Cross-connection System Wide 8/13/11 Approved bid from 2018/ 5%

Inspection Program Hydro Designs

Residential Cross-connection System Wide 2/9/16 Approved Sensus Bid for Meters 2018/10%

Inspection Program Approved HydroCorp Bid for

Meter Replacement and Cross-

Connection Inspection

Well/Treatment Plant #10 31 Canary Way 9/13/16 Approved construction plans 95%

& specs

2/23/17 PSC 10 day Comment Period

5/9/17 Approved Rice Lake Construction

Group’s Bid

6/31/17 Project Start


Group’s Pay Request #1















CASH IN CHECKING as of January 1, 2018 (141,573.91)$

January 220,732.81$

February 299,528.28$

March 44,455.43$

April 141,070.43$

May -$

June -$

July -$

August -$

September -$

October -$

November -$

December -$

Total Deposits 705,786.95$

January (156,783.33)$

February (128,338.01)$

March (153,914.89)$

April (142,789.84)$

May -$

June -$

July -$

August -$

September -$

October -$

November -$

December -$

Total Cash Out (581,826.07)$

123,960.88$

123,960.88$

(17,613.03)$

Balance 1/1/18 Additions Deductions Balance this date

DNR Replacement Fund 1,843,078.65$ 5,529.48$ 1,848,608.13$

Future Facility Fund 4,585,535.31$ 13,757.21$ 4,599,292.52$

Depreciation Fund Bonds 158,282.44$ 474.87$ 158,757.31$

Total Unreserved Funds (141,573.91)$ 705,786.95$ (581,826.07)$ (17,613.03)$

TOTAL INVESTMENTS 6,445,322.49$ 725,548.51$ (581,826.07)$ 6,589,044.93$

Notes

The Wastewater Expansion Loan will be paid in full in May. Staff will consult with the auditor and

DNR to determine if the Depreciation Fund in the amount of $158,757.31 can be transferred

to the Unreserved Fund Cash.

Total Unreserved Funds

UTILITIES COMMISSION

SEWER CASH REPORT THROUGH April 30, 2018

PLUS DEPOSITS:

LESS CASH OUT:

Net Increase (Decrease) for 2018 from Operations

Net Increase from operations

CASH IN CHECKING as of January 1, 2018 $5,026,378.54

January 300,970.41$

February 1,360,670.90$

March 62,193.10$

April 178,071.41$

May -$

June -$

July -$

August -$

September -$

October -$

November -$

December -$

Total Deposits 1,901,905.82$

January (475,147.76)$

February (433,030.49)$

March (918,357.24)$

April (368,643.56)$

May -$

June -$

July -$

August -$

September -$

October -$

November -$

December -$

Total Cash Out (2,195,179.05)$

(293,273.23)$

(293,273.23)$

4,733,105.31$

Balance 1/1/18 Additions Deductions Balance this date

Impact Fees 572,897.89$ 1,718.77$ -$ 574,616.66$

Future Facility Fund 98,485.41$ 295.47$ -$ 98,780.88$

Total Unreserved Funds 5,026,378.54$ 1,901,905.82$ (2,195,179.05)$ 4,733,105.31$

TOTAL INVESTMENTS 5,697,761.84$ 1,903,920.06$ (2,195,179.05)$ 5,406,502.85$

Notes

$954,943 was received for the Well #10 Clean Water Loan from the DNR in February

$943,131 was paid through April for the Well #10 Construction.

Approximately $106,000 has been paid for the meter changeout program through April.

Total Unreserved Funds

WATER UTILITY COMMISSION

WATER CASH REPORT THROUGH April, 2018

PLUS DEPOSITS:

LESS CASH OUT:

Net Increase (Decrease) for 2018 from Operations

Net Increase from operations

APS ACCOUNTS PAYABLE CITY OF HUDSON04/17/2018 10:05:33 Schedule of Bills by Fund GL050S-V08.08 COVERPAGE GL540R

Report Selection:

RUN GROUP... 418CCW COMMENT... 4/18 CARDMEMBER SERVICES

DATA-JE-ID DATA COMMENT -------------- ------------------------

H-04172018-070 4/18 CARDMEMBER SERVICES

Run Instructions: Jobq Banner Copies Form Printer Hold Space LPI Lines CPI CP SP RT L 01 1 Y S 8 068 10

APS ACCOUNTS PAYABLE CITY OF HUDSON04/17/2018 10:05:33 Schedule of Bills by Fund GL540R-V08.08 PAGE 1 BY FUND FOR (A/P)

VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE

WATER ***************

CARDMEMBER SERVICES BUCKETS 9.78 OPERATING SUPPLIES 600.45.57520.349 224394 950001210595 040318 F 070 00001 PURCHASE RTRN 33.16CR OPERATING SUPPLIES 600.45.57520.349 224394 950001210595 040318 F 070 00002 SALES TAX REFUND 6.22CR MAINTENANCE SUPPLIES 600.45.57570.364 224394 950001210595 040318 F 070 00003 FITTINGS 364.20 OTHER OPERATING SUPPLIES 600.45.57570.349 224394 950001210595 040318 F 070 00004 KEY CUTS 2.75 OPERATING SUPPLIES 600.45.57520.349 224394 950001210595 040318 F 070 00005 MEASURING CUP 2.97 OPERATING SUPPLIES 600.45.57520.349 224394 950001210595 040318 F 070 00006 PRESSURE SWITCHES 119.27 OPERATING SUPPLIES 600.45.57530.349 224394 950001210595 040318 F 070 00007 PRESSURE SWITCHES 285.97 OPERATING SUPPLIES 600.45.57530.349 224394 950001210595 040318 F 070 00008 AIR COMPRESSOR OIL 6.89 OPERATING SUPPLIES 600.45.57530.349 224394 950001210595 040318 F 070 00009 SCISSORS,TAPE 30.73 OPERATING SUPPLIES 600.45.57520.349 224394 950001210595 040318 F 070 00010 IMPACT DRIVER 149.00 SMALL TOOLS 600.45.57580.362 224394 950001210595 040318 F 070 00011 PRESSURE SWITCHES 224.94 OPERATING SUPPLIES 600.45.57530.349 224394 950001210595 040318 F 070 00012 MISC SUPPLIES 46.82 OPERATING SUPPLIES 600.45.57530.349 224394 950001210595 040289 F 070 00013 SAMPLE POSTAGE 98.20 OPERATING SUPPLIES 600.45.57530.349 224394 950001210595 040289 F 070 00014 PARTS CLEANER 254.23 MAINTENANCE SUPPLIES 600.45.57570.364 224394 950001210595 040291 F 070 00018 PURCHASE RETURN 112.51CR MAINTENANCE SUPPLIES 600.45.57570.364 224394 950001210595 040291 F 070 00019 CAR WASH-KP 10.00 OPERATING SUPPLIES 600.45.57520.349 224394 950001210595 040291 F 070 00020 MONITORS,SPLITTERS 1,392.29 OTHER CAPITAL EQUIPMENT 600.45.57570.819 224394 950001210595 040291 F 070 00021 WHITE BOARDS 253.98 MAINTENANCE SUPPLIES 600.45.57570.364 224394 950001210595 040291 F 070 00022 KITCHEN SUPPLIES 359.59 MAINTENANCE SUPPLIES 600.45.57570.364 224394 950001210595 040291 F 070 00023 CLOCKS,MISC SUPPLIES 112.13 MAINTENANCE SUPPLIES 600.45.57570.364 224394 950001210595 040291 F 070 00024 WASTE BASKETS 62.92 MAINTENANCE SUPPLIES 600.45.57570.364 224394 950001210595 040291 F 070 00025 PLANTS 241.30 MAINTENANCE SUPPLIES 600.45.57570.364 224394 950001210595 040291 F 070 00026 KITCHEN SUPPLIES 54.41 OTHER OPERATING SUPPLIES 600.45.57570.349 224394 950001210595 040291 F 070 00027 WHITE BOARDS 93.84 OTHER OPERATING SUPPLIES 600.45.57570.349 224394 950001210595 040291 F 070 00028 PLANT CADDYS 117.76 OTHER OPERATING SUPPLIES 600.45.57570.349 224394 950001210595 040291 F 070 00029 MISC SUPPLIES 34.08 OTHER OPERATING SUPPLIES 600.45.57570.349 224394 950001210595 040291 F 070 00030 MISC SUPPLIES 51.90 OTHER OPERATING SUPPLIES 600.45.57570.349 224394 950001210595 040291 F 070 00031 ACROBAT READER-JH 13.70 OPERATING SUPPLIES 600.45.57580.349 224394 950001210595 040291 F 070 00032 ADDED MEMORY-TT 0.99 TELEPHONE 600.45.57580.225 224394 950001210595 040291 F 070 00033 ADDED MEMORY-TT 0.99 TELEPHONE 600.45.57580.225 224394 950001210595 040291 F 070 00034 TOOLBOXES 94.73 OTHER OPERATING SUPPLIES 600.45.57570.349 224394 950001210595 040291 F 070 00035 WALL ART 127.44 OTHER OPERATING SUPPLIES 600.45.57570.349 224394 950001210595 040291 F 070 00036 SMART SPEAKERS 142.71 OTHER OPERATING SUPPLIES 600.45.57570.349 224394 950001210595 040291 F 070 00037 WALL ART 165.96 OTHER OPERATING SUPPLIES 600.45.57570.349 224394 950001210595 040291 F 070 00038 MISC SUPPLIES 235.13 OTHER OPERATING SUPPLIES 600.45.57570.349 224394 950001210595 040291 F 070 00039 WIRELESS DOORBELLS 31.31 OTHER OPERATING SUPPLIES 600.45.57570.349 224394 950001210595 040291 F 070 00040 MEAL-WRWA CONF 17.08 TRAVEL & CONFERENCES 600.45.57580.339 224394 950001210595 040291 F 070 00041 WALL ART 142.31 OTHER OPERATING SUPPLIES 600.45.57570.349 224394 950001210595 040291 F 070 00042 GAS-WRWA CONF 40.00 TRAVEL & CONFERENCES 600.45.57580.339 224394 950001210595 040291 F 070 00043 FURNITURE 210.98 OTHER OPERATING SUPPLIES 600.45.57570.349 224394 950001210595 040291 F 070 00044 CAR RENTAL-WRWA CONF 145.60 TRAVEL & CONFERENCES 600.45.57580.339 224394 950001210595 040291 F 070 00045 HOTEL-WRWA CONF 624.93 TRAVEL & CONFERENCES 600.45.57580.339 224394 950001210595 040291 F 070 00046 MISC SUPPLIES 129.79 OTHER OPERATING SUPPLIES 600.45.57570.349 224394 950001210595 040291 F 070 00047 POSTAGE STAMPS 100.00 OFFICE SUPPLIES 600.45.57580.312 224394 950001210595 040291 F 070 00048 MISC SUPPLIES 8.19 OTHER OPERATING SUPPLIES 600.45.57570.349 224394 950001210595 040291 F 070 00049 VACUUM 266.74 OTHER OPERATING SUPPLIES 600.45.57570.349 224394 950001210595 040291 F 070 00050 CHAIRS 299.93 OTHER OPERATING SUPPLIES 600.45.57570.349 224394 950001210595 040291 F 070 00051 MAP HANGERS,LAMINATOR 643.27 OTHER OPERATING SUPPLIES 600.45.57570.349 224394 950001210595 040291 F 070 00052



WATER ***************

CARDMEMBER SERVICES WALL PLATE 32.83 OTHER OPERATING SUPPLIES 600.45.57570.349 224394 950001210595 040291 F 070 00053 7,702.67 *VENDOR TOTAL

WATER 7,702.67 ***************



SEWER ***************

CARDMEMBER SERVICES ADDED MEMORY-JB 0.99 TELEPHONE 610.47.57323.225 224394 950001210595 040290 F 070 00015 TABLET CLOUD-JB 31.65 OTHER OPERATING SUPPLIES 610.47.57323.349 224394 950001210595 040290 F 070 00016 MEAL-WRWA CONF 17.77 TRAVEL & CONFERENCES 610.47.57323.339 224394 950001210595 040290 F 070 00017 50.41 *VENDOR TOTAL

SEWER 50.41 ***************



REPORT TOTALS: 7,753.08

RECORDS PRINTED - 000053

APS ACCOUNTS PAYABLE CITY OF HUDSON04/17/2018 10:05:33 Schedule of Bills by Fund GL060S-V08.08 RECAPPAGE GL540R

FUND RECAP:

FUND DESCRIPTION DISBURSEMENTS---- ----------------------------

600 WATER 7,702.67610 SEWER 50.41

TOTAL ALL FUNDS 7,753.08

BANK RECAP:

BANK NAME DISBURSEMENTS---- ----------------------------

1NAT FIRST NATIONAL - GENERAL AC 7,753.08

TOTAL ALL BANKS 7,753.08

THE PRECEDING LIST OF BILLS PAYABLE WAS REVIEWED AND APPROVED FOR PAYMENT.

DATE ............ APPROVED BY .................................

.................................

.................................


Report Selection:

RUN GROUP... 42318W COMMENT... 2/23 PAYMENTS


W-04232018-083 2/23 PAYMENTS




WATER ***************

CLIFTONLARSONALLEN LLP INTERIM BILL/AUDIT 2017 3,090.00 PROFESSIONAL SERVICES-AU 600.45.57580.213 224427 1765385 040285 F 083 00001

JOBSHQ AD: UTILITY OPERATOR 494.00 PUBLICATIONS 600.45.57580.322 224429 254915 040287 F 083 00004

MIDAMERICA ADMINISTRATIV Q4 2017 HRA ADM FEES 50.00 HEALTH INSURANCE 600.45.57580.154 224464 MAR0000006722 P 083 00005

OFFICE DEPOT FILE FOLDERS 15.12 OFFICE SUPPLIES 600.45.57580.312 224403 122590421001 040233 F 083 00007

SHORT ELLIOTT HENDRICKSO 2018 WTR TESTING LNDFILL 600.10 OTHER CONTRACTIONAL SERV 600.45.57520.299 224497 347954 039681 P 083 00008

WATER 4,249.22 ***************



SEWER ***************

CLIFTONLARSONALLEN LLP INTERIM BILL/AUDIT 2017 2,369.00 PROFESSIONAL SERV-AUDIT/ 610.47.57340.213 224427 1765385 040285 F 083 00002

COMCAST INTERNET 4-4/5-3 198.36 TELEPHONE 610.47.57323.225 224476 5840235838418 P 083 00003

MIDAMERICA ADMINISTRATIV Q4 2017 HRA ADM FEES 30.00 HEALTH INSURANCE 610.47.57323.154 224464 MAR0000006722 P 083 00006

XCEL ENERGY 200 N STREET - DAM 45.47 UTILITIES-ELECTRIC 610.47.57324.222 224480 587712249 P 083 00009 PROTECTIVE LIGHTING 10.75 UTILITIES-ELECTRIC 610.47.57324.222 224480 587712249 P 083 00010 56.22 *VENDOR TOTAL

SEWER 2,653.58 ***************






FUND RECAP:


600 WATER 4,249.22610 SEWER 2,653.58


BANK RECAP:





DATE ............ APPROVED BY .................................

.................................

.................................


Report Selection:

RUN GROUP... 424EXW COMMENT... 4/24 XCEL


W-04242018-113 4/24 XCEL




WATER ***************

XCEL ENERGY 21120 KWH WELL #4 2,388.73 UTILITIES-ELECTRIC 600.45.57520.222 224574 587346959 P 113 00001 446 THM WELL #4 333.63 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00002 7560 KWH WELL #5 879.69 UTILITIES-ELECTRIC 600.45.57520.222 224574 587346959 P 113 00003 17. THM WELL #5 136.42 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00004 19760 KWH WELL #6 2,616.13 UTILITIES-ELECTRIC 600.45.57520.222 224574 587346959 P 113 00005 264 THM WELL #6 194.50 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00006 4956 KWH WELL #7 997.30 UTILITIES-ELECTRIC 600.45.57520.222 224574 587346959 P 113 00007 159 THM WELL #7 127.73 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00008 1864 KWH CARMICHAEL RD 233.35 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00009 104 KWH DEER PATH 29.68 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00010 72 THM O'NEIL TOWER 86.81 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00011 575 THM WELL #8 389.47 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00012 26816 KWH WELL #8 3,962.05 UTILITIES-ELECTRIC 600.45.57520.222 224574 587346959 P 113 00013 584 KWH WI ST 85.87 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00014 160 KWH HANLEY RD 36.24 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00015 645 KWH COULEE VAULT 93.01 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00016 1009 KWH FILLMORE VAULT 135.62 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00017 2880 KWH NH BOOSTER 580.58 UTILITIES-ELECTRIC 600.45.57520.222 224574 587346959 P 113 00018 90 THM NH BOOSTER 84.88 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00019 188 KWH WAREHOUSE 39.52 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00020 297 KWH METER SHOP 52.27 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00021 157 THM METER SHOP 144.81 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00022 13080 KWH WELL #3 1,805.08 UTILITIES-ELECTRIC 600.45.57520.222 224574 587346959 P 113 00023 295 THM WELL #3 221.91 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00024 900 KWH 910 WI ST 122.87 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00025 2200 KWH WELL #10 327.31 UTILITIES-ELECTRIC 600.45.57520.222 224574 587346959 P 113 00026 858 THM WELL #10 566.92 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00027 4778 KWH 31 CANARY 568.02 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00028 384 KWH 110 3RD ST 65.32 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00029 PROCESSING CHARGE 33.00 OPERATING SUPPLIES 600.45.57520.349 224574 587346959 P 113 00030 17,338.72 *VENDOR TOTAL

WATER 17,338.72 ***************






FUND RECAP:


600 WATER 17,338.72


BANK RECAP:





DATE ............ APPROVED BY .................................

.................................

.................................


Report Selection:

RUN GROUP... 427WAT COMMENT... 4/27 UTILITY PAYMENTS


W-04272018-137 4/27 UTILITY PAYMENTS




WATER ***************

AT&T 5TH ST PHONE & INTERNET 78.26 TELEPHONE 600.45.57580.225 224580 715Z0800790418 P 137 00001

COMCAST INTER 4-25/5-24 ONEIL 233.10 TELEPHONE 600.45.57580.225 224586 5840171413418 P 137 00002

T-MOBILE CELL SVC 3-11/4-10 24.32 TELEPHONE 600.45.57580.225 224587 923734912418 P 137 00003

VERIZON WIRELESS MACH/MACH 10GB SHR 120.02 TELEPHONE 600.45.57551.225 224588 9805071561 P 137 00005 381.3882-JF 4-11/5-10 50.89 TELEPHONE 600.45.57580.225 224588 9805071561 P 137 00006 381.3883-DR 4-11/5-10 31.43 TELEPHONE 600.45.57580.225 224588 9805071561 P 137 00007 381.3884-TT 4-11/5-10 50.89 TELEPHONE 600.45.57580.225 224588 9805071561 P 137 00008 381.3885-DO 4-11/5-10 50.89 TELEPHONE 600.45.57580.225 224588 9805071561 P 137 00009 381.3886-FH 4-11/5-10 66.27 TELEPHONE 600.45.57580.225 224588 9805071561 P 137 00010 716-6342 IPAD DS 40.01 TELEPHONE 600.45.57580.225 224588 9805071561 P 137 00011 441-7179 D. SMITH 50.89 TELEPHONE 600.45.57580.225 224588 9805071561 P 137 00012 219-0378 K. PETERS 25.12 TELEPHONE 600.45.57580.225 224588 9805071561 P 137 00013 441-0716 4-10/5-11 DS 50.89 TELEPHONE 600.45.57580.225 224588 9805071561 P 137 00014 716-6228 IPAD - KP 20.00 TELEPHONE 600.45.57580.225 224588 9805071561 P 137 00015 CREDIT 50.00CR TELEPHONE 600.45.57580.225 224588 9805071561 P 137 00016 MACHINE-MACHINE 40.01 TELEPHONE 600.45.57580.225 224588 9805071561 P 137 00017 547.31 *VENDOR TOTAL

XCEL ENERGY 1201 LIVINGSTONE RD 545.85 UTILITIES-ELECTRIC 600.45.57570.222 224597 588465373 P 137 00026 1201 LIVINGSTONE 438.99 UTILITIES-GAS 600.45.57570.224 224597 588465373 P 137 00027 984.84 *VENDOR TOTAL

WATER 1,867.83 ***************



SEWER ***************

T-MOBILE CELL SVC 3-11/4-10 81.27 TELEPHONE 610.47.57323.225 224587 923734912418 P 137 00004

VERIZON WIRELESS 781-4689 JB 4-11/5-10 50.21 TELEPHONE 610.47.57323.225 224588 9805071561 P 137 00018 377-9529 4-11/5-10 JN 50.89 TELEPHONE 610.47.57323.225 224588 9805071561 P 137 00019 381-3890 4-11/5-10 JI 50.89 TELEPHONE 610.47.57323.225 224588 9805071561 P 137 00020 381-7981 4-11/5-10 WK 50.89 TELEPHONE 610.47.57323.225 224588 9805071561 P 137 00021 716-6509 IPAD JN 40.01 TELEPHONE 610.47.57323.225 224588 9805071561 P 137 00022 CREDIT 50.00CR TELEPHONE 610.47.57323.225 224588 9805071561 P 137 00023 219-0378 K. PETERS 25.11 TELEPHONE 610.47.57340.225 224588 9805071561 P 137 00024 716-6228 IPAD - KP 20.01 TELEPHONE 610.47.57340.225 224588 9805071561 P 137 00025 238.01 *VENDOR TOTAL

XCEL ENERGY 1422 BOULDER PT LIFT 55.27 UTILITIES-ELECTRIC 610.47.57321.222 224597 588465373 P 137 00028 525 PROEHLS TRL LIFT 34.71 UTILITIES-ELECTRIC 610.47.57321.222 224597 588465373 P 137 00029 2306 DONEGAL 93.01 UTILITIES-ELECTRIC 610.47.57321.222 224597 588465373 P 137 00030 2103 CHESTNUT LIFT 26.06 UTILITIES-ELECTRIC 610.47.57321.222 224597 588465373 P 137 00031 407 MALLALIEU LIFT 30.16 UTILITIES-ELECTRIC 610.47.57321.222 224597 588465373 P 137 00032 551 SUNSET LN 26.65 UTILITIES-ELECTRIC 610.47.57321.222 224597 588465373 P 137 00033 505 DIVISION ST 40.22 UTILITIES-ELECTRIC 610.47.57321.222 224597 588465373 P 137 00034 1404 WISCONSIN ST 451.30 UTILITIES-ELECTRIC 610.47.57321.222 224597 588465373 P 137 00035 2301 VINE ST LIFT 119.33 UTILITIES-ELECTRIC 610.47.57321.222 224597 588465373 P 137 00036 1509 NORTHRIDGE DR 28.63 UTILITIES-ELECTRIC 610.47.57321.222 224597 588465373 P 137 00037 1200 GRANDVIEW DR 52.75 UTILITIES-ELECTRIC 610.47.57321.222 224597 588465373 P 137 00038 807 MALLALIEU DR 26.76 UTILITIES-ELECTRIC 610.47.57321.222 224597 588465373 P 137 00039 906 RIVERSIDE 310.84 UTILITIES-ELECTRIC 610.47.57321.222 224597 588465373 P 137 00040 1000 E CANYON DR 266.39 UTILITIES-ELECTRIC 610.47.57321.222 224597 588465373 P 137 00041 906 RIVERSIDE DR 29.00 UTILITIES-GAS 610.47.57321.224 224597 588465373 P 137 00042 329 FRONT - 17955620 8,212.97 UTILITIES-ELECTRIC 610.47.57323.222 224597 588465373 P 137 00043 1050 FRONT - 57895933 39.05 UTILITIES-ELECTRIC 610.47.57323.222 224597 588465373 P 137 00044 329 FRONT - 20502027 463.59 UTILITIES-GAS 610.47.57323.224 224597 588465373 P 137 00045 329 FRONT - PUMP HOUSE 1,328.78 UTILITIES-GAS 610.47.57323.224 224597 588465373 P 137 00046 329 FRONT - Z032447 29.00 UTILITIES-GAS 610.47.57323.224 224597 588465373 P 137 00047 11,664.47 *VENDOR TOTAL

SEWER 11,983.75 ***************






FUND RECAP:


600 WATER 1,867.83610 SEWER 11,983.75


BANK RECAP:





DATE ............ APPROVED BY .................................

.................................

.................................


Report Selection:

RUN GROUP... 507WA COMMENT... 5/7 PAYMENTS


W-05082018-167 5/7 PAYMENTS




WATER ***************

COMCAST PHE SVC -4.15-O'NEIL RD 49.26 TELEPHONE 600.45.57580.225 224624 64135230 P 167 00001 PHE SVC - 4.15-300 7TH 49.26 TELEPHONE 600.45.57580.225 224624 64135230 P 167 00002 PHE SVC THRU 4.15 210.04 TELEPHONE 600.45.57580.225 224624 64135230 P 167 00003 308.56 *VENDOR TOTAL

MARCO MONTHLY PRINTER MAINT 33.55 MAINTENANCE AGMT & LEASE 600.45.57580.298 224625 22503871 039607 P 167 00006

RODLI BESKAR NEUHAUS WATER ISSUES 465.00 LEGAL SERVICES 600.45.57580.212 224729 13000.0007318 P 167 00008

STAPLES OFF SUPP 136.57 OFFICE SUPPLIES 600.45.57580.312 224675 8049629790 040386 F 167 00009

WATER 943.68 ***************



SEWER ***************

COMCAST PHE SVC - 4.15-329 FRT 93.31 TELEPHONE 610.47.57323.225 224624 64135230 P 167 00004 PHE SVC THRU 4.15 113.53 TELEPHONE 610.47.57340.225 224624 64135230 P 167 00005 206.84 *VENDOR TOTAL

MARCO MONTHLY PRINTER MAINT 33.55 MAINTENANCE AGMT & LEASE 610.47.57340.298 224625 22503871 039607 P 167 00007

SEWER 240.39 ***************






FUND RECAP:


600 WATER 943.68610 SEWER 240.39


BANK RECAP:





DATE ............ APPROVED BY .................................

.................................

.................................


Report Selection:

RUN GROUP... 50818W COMMENT... 5/8 PAYMENTS


W-05082018-164 5/8 PAYMENTS




WATER ***************

ALWINS NORTHSIDE SERVICE OIL CHANGE, ALIGN #55 184.98 SVC RPR-VEHICLES 600.45.57581.241 224819 20990 040462 F 164 00001

ANDERSON/THOMAS 1106 2ND ST OVRPYMT 30.94CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224555 612-0094-50-02 P 164 00004 1106 2ND ST OVRPYMT 14.56CR PRIVATE FIRE PROTECTION 600.45.46411.462 224555 612-0094-50-02 P 164 00005 45.50CR*VENDOR TOTAL

BEAR GRAPHICS 38,500 INV UTILITY BILL 724.07 OFFICE SUPPLIES 600.45.57580.312 224546 794083 P 164 00007

BEAUBIEN/BRIAN 322 OAKRIDGE DR N OVRPYM 45.30CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224547 658-2115-50-02 P 164 00010 322 OAKRIDGE DR N OVRPYM 51.40CR PRIVATE FIRE PROTECTION 600.45.46411.462 224547 658-2115-50-02 P 164 00011 322 OAKRIDGE DR N OVRPYM 21.16CR A/R N HUDSON STORM WATER 600.13111 224547 658-2115-50-02 P 164 00012 117.86CR*VENDOR TOTAL

BLOMQUIST/ERIC 1212 HANLEY RD #7 OVRPYM 25.45CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224792 632-7600-23-10 P 164 00015 1212 HANLEY RD #7 OVRPYM 17.68CR PRIVATE FIRE PROTECTION 600.45.46411.462 224792 632-7600-23-10 P 164 00016 43.13CR*VENDOR TOTAL

CDW GOVERNMENT INC CELLULAR MODEM 431.05 OFFICE EQUIPMENT 600.45.57570.813 224531 MFN5112 040151 F 164 00021

CINTAS CORP #754 UNIF-MAT CLNG WTR 6.30 LAUNDRY - CLEANING 600.45.57580.218 224513 4005082732 039450 P 164 00029 UNIF-MAT CLNG WTR 35.00 LAUNDRY - CLEANING 600.45.57580.218 224514 4005082681 039450 P 164 00027 UNIF-MAT CLNG WTR 6.30 LAUNDRY - CLEANING 600.45.57580.218 224517 4005252413 039450 P 164 00033 UNIF-MAT CLNG WTR 35.00 LAUNDRY - CLEANING 600.45.57580.218 224518 4005252379 039450 P 164 00031 UNIF-MAT CLNG WTR 6.30 LAUNDRY - CLEANING 600.45.57580.218 224541 4004914416 039450 P 164 00024 UNIF-MAT CLNG WTR 35.00 LAUNDRY - CLEANING 600.45.57580.218 224542 4004914385 039450 P 164 00022 UNIF-MAT CLNG WTR 32.41 LAUNDRY - CLEANING 600.45.57580.218 224575 4005423769 039450 P 164 00037 UNIF-MAT CLNG WTR 35.00 LAUNDRY - CLEANING 600.45.57580.218 224576 4005423683 039450 P 164 00034 191.31 *VENDOR TOTAL

CITY OF HUDSON-WATER UTI SEWER CHARGES WELL #4 25.00 OPERATING SUPPLIES 600.45.57520.349 224562 160-0126-50-01 P 164 00039 SEWE CHARGES WELL #8 10.00 OPERATING SUPPLIES 600.45.57520.349 224563 331-1000-19-01 P 164 00040 SEWER CHARGES WELL #7 10.00 OPERATING SUPPLIES 600.45.57520.349 224564 510-2624-40-01 P 164 00041 SEWER CHARGES-NH BOOSTER 20.07 OPERATING SUPPLIES 600.45.57520.349 224565 540-2251-60-01 P 164 00042 SEWER CHARGES-5TH ST 25.00 OPERATING SUPPLIES 600.45.57520.349 224569 614-0126-00-01 P 164 00046 1201 LIVINGSTONE RD 391.91 UTILITIES-WATER & SEWER 600.45.57570.221 224570 632-0777-80-02 P 164 00047 481.98 *VENDOR TOTAL

COMCAST INTERNET 4-8/5-27 126.77 TELEPHONE 600.45.57580.225 224730 5840171504418 P 164 00049



WATER ***************

CORE & MAIN MXU'S 7,506.00 MAINTENANCE SUPPLIES 600.45.57550.364 224805 I678711 040464 F 164 00052 GASKETS 12.00 MAINTENANCE SUPPLIES 600.45.57550.364 224806 I747057 040464 F 164 00054 CB LID PLUGS 58.59 OPERATING SUPPLIES 600.45.57540.349 224807 I776402 040464 F 164 00055 METERS-RESID PROJECT 30,288.00 EQUIPMENT 600.45.57550.819 224808 I678617 039978 P 164 00051 METERS-RESID PROJECT 23,616.00 EQUIPMENT 600.45.57550.819 224809 I747018 039978 P 164 00053 61,480.59 *VENDOR TOTAL

CRAMER/ANDREW 719 MONROE ST N 7.21CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224788 658-2160-00-02 P 164 00057 719 MONROE ST N 3.99CR PRIVATE FIRE PROTECTION 600.45.46411.462 224788 658-2160-00-02 P 164 00058 719 MONROE ST N 1.79CR A/R N HUDSON STORM WATER 600.13111 224788 658-2160-00-02 P 164 00059 12.99CR*VENDOR TOTAL

CWS SECURITY SECURITY SYS TIE-IN 1,214.20 OTHER CONTRACTIONAL SERV 600.45.57570.299 224522 39432 040026 F 164 00061 CCTV WORK 380.57 MAINTENANCE SUPPLIES 600.45.57570.364 224736 39490 040441 F 164 00062 1,594.77 *VENDOR TOTAL

ECYCLING AMERICA RECYCLE PRINTER 30.00 OPERATING SUPPLIES 600.45.57520.349 224744 4192018 040433 F 164 00064

EO JOHNSON OFFICE TECHNO MAINT AGREE-SERV CENTER 107.00 OPERATING SUPPLIES 600.45.57580.349 224521 INV300844 040327 F 164 00066

ERS TESTING LLC CC DEVICE TEST 105.40 OPERATING SUPPLIES 600.45.57540.349 224751 17863 040430 F 164 00068

FERGUSON ENTERPRISES INC VACUUM BREAKERS 2,700.00 EQUIPMENT 600.45.57550.819 224742 5604576 040434 F 164 00073 VACUUM BREAKERS 1,700.00 EQUIPMENT 600.45.57550.819 224743 5641613 040434 F 164 00074 4,400.00 *VENDOR TOTAL

GENUINE PARTS CO-MINNEAP PARTS BRUSH 5.98 OTHER OPERATING SUPPLIES 600.45.57570.349 224530 1941-844411 040311 F 164 00077 HOSE FITTINGS 49.88 OTHER OPERATING SUPPLIES 600.45.57570.349 224536 1941-844165 040306 F 164 00075 HOSE FITTINGS 49.88 OTHER OPERATING SUPPLIES 600.45.57570.349 224537 1941-844207 040306 F 164 00076 105.74 *VENDOR TOTAL

GIBSON/PATRICK 632 KNOLLWOOD DR OVRPYMT 24.75CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224552 624-3204-32-02 P 164 00080 632 KNOLLWOOD DR OVRPYMT 13.52CR PRIVATE FIRE PROTECTION 600.45.46411.462 224552 624-3204-32-02 P 164 00081 38.27CR*VENDOR TOTAL

GOODIN COMPANY MISC PLMBG SUPPLIES 45.10 OPERATING SUPPLIES 600.45.57520.349 224820 02270422-00 040463 F 164 00084

GOSS/NATHANIEL 516 NYE ST OVERPYMT 8.45CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224793 630-1044-00-04 P 164 00086 516 NYE ST OVERPYMT 4.16CR PRIVATE FIRE PROTECTION 600.45.46411.462 224793 630-1044-00-04 P 164 00087



WATER ***************

GOSS/NATHANIEL 12.61CR*VENDOR TOTAL

GUTOWSKI/TINA 507 4TH ST N OVRPYMT 37.07CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224548 651-2066-47-07 P 164 00090 507 4TH ST N OVRPYMT 13.52CR PRIVATE FIRE PROTECTION 600.45.46411.462 224548 651-2066-47-07 P 164 00091 507 4TH ST N OVRPYMT 3.64CR A/R N HUDSON STORM WATER 600.13111 224548 651-2066-47-07 P 164 00092 54.23CR*VENDOR TOTAL

HOLTE/JACOB 849 SUMMER PINES CR OVRP 20.10CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224553 621-6100-08-04 P 164 00100 849 SUMMER PINES CR OVRP 13.52CR PRIVATE FIRE PROTECTION 600.45.46411.462 224553 621-6100-08-04 P 164 00101 33.62CR*VENDOR TOTAL

HYDROCORP METER RPL, CC INSP 26,987.00 OTHER PROFESSIONAL SERVI 600.45.57580.217 224803 0047082-IN 040471 F 164 00103

J.H. LARSON CO HDMI INSERTS 58.91 OTHER OPERATING SUPPLIES 600.45.57570.349 224511 S101692748.004 040351 F 164 00104

JUEN/ROBERT 57 MEADOWLARK LN OVRPYMT 34.49CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224786 635-6500-46-03 P 164 00107 57 MEADOWLARK LN OVRPYMT 18.03CR PRIVATE FIRE PROTECTION 600.45.46411.462 224786 635-6500-46-03 P 164 00108 52.52CR*VENDOR TOTAL

KENNING/JACQUELINE 2128 CATTAIL WAY OVRPYMT 15.01CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224550 632-7500-94-01 P 164 00111 2128 CATTAIL WAY OVRPYMT 14.73CR PRIVATE FIRE PROTECTION 600.45.46411.462 224550 632-7500-94-01 P 164 00112 29.74CR*VENDOR TOTAL

KINSMAN/HOWARD 1708 CUDD CIR OVRPYMT 6.58CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224794 629-1126-50-02 P 164 00115 1708 CUDD CIR OVRPYMT 3.81CR PRIVATE FIRE PROTECTION 600.45.46411.462 224794 629-1126-50-02 P 164 00116 10.39CR*VENDOR TOTAL

MCRAITH/MARCENE 604 CEDAR DR N OVRPYMT 3.99CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224789 656-2907-00-04 P 164 00120 604 CEDAR DR N OVRPYMT 4.33CR PRIVATE FIRE PROTECTION 600.45.46411.462 224789 656-2907-00-04 P 164 00121 604 CEDAR DR N OVRPYMT 1.94CR A/R N HUDSON STORM WATER 600.13111 224789 656-2907-00-04 P 164 00122 10.26CR*VENDOR TOTAL

MENARDS MISC SUPPLIES 81.14 OTHER OPERATING SUPPLIES 600.45.57570.349 224735 71002 040442 F 164 00125 MISC SUPPLIES 172.90 OTHER OPERATING SUPPLIES 600.45.57570.349 224821 70982 040440 F 164 00124 TORCH KIT 22.99 SMALL TOOLS 600.45.57580.362 224822 71071 040440 F 164 00126 DRILL BITS 13.35 SMALL TOOLS 600.45.57580.362 224823 71144 040440 F 164 00127 WIRE CLIPS 1.98 OPERATING SUPPLIES 600.45.57520.349 224824 71505 040440 F 164 00128 MISC SUPPLIES 278.26 OTHER OPERATING SUPPLIES 600.45.57570.349 224825 71676 040440 F 164 00129



WATER ***************

MENARDS TAPE 18.94 OPERATING SUPPLIES 600.45.57520.349 224826 72048 040440 F 164 00130 LIGHT BULBS 11.96 OPERATING SUPPLIES 600.45.57520.349 224827 72252 040440 F 164 00131 SPRAY PAINT 37.20 OPERATING SUPPLIES 600.45.57520.349 224828 72321 040440 F 164 00132 MISC SUPPLIES 61.95 OTHER OPERATING SUPPLIES 600.45.57570.349 224829 72342 040440 F 164 00133 MISC PLMBG SUPPLIES 28.08 OPERATING SUPPLIES 600.45.57520.349 224830 72535 040440 F 164 00134 TAPE 11.58 OTHER OPERATING SUPPLIES 600.45.57570.349 224831 72536 040440 F 164 00135 MISC SUPPLIES 37.97 OTHER OPERATING SUPPLIES 600.45.57570.349 224832 72786 040440 F 164 00137 MISC TOOLS 85.35 SMALL TOOLS 600.45.57580.362 224833 72765 040440 F 164 00136 SIDING,HARDWARE 978.95 OTHER OPERATING SUPPLIES 600.45.57570.349 224834 72798 040440 F 164 00138 SAMPLE TAP PARTS 25.94 OPERATING SUPPLIES 600.45.57540.349 224835 72840 040440 F 164 00139 1,868.54 *VENDOR TOTAL

MLINAR/JERRY 629 SPRUCE DR OVRPYMT 2.53CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224796 621-6100-59-01 P 164 00143 629 SPRUCE DR OVRPYMT 2.77CR PRIVATE FIRE PROTECTION 600.45.46411.462 224796 621-6100-59-01 P 164 00144 5.30CR*VENDOR TOTAL

NEO ELECTRICAL SOLUTIONS MOVE OUTLETS 290.34 OTHER OPERATING SUPPLIES 600.45.57570.349 224750 4731 040431 F 164 00147

NORTHERN LAKE SERVICE IN HAA5,TTHM SAMPLING 560.00 OPERATING SUPPLIES 600.45.57530.349 224533 331647 040309 F 164 00150

OAKRIDGE CHEMICAL VACUUM CLEANER 550.00 OTHER OPERATING SUPPLIES 600.45.57570.349 224527 063153 040328 F 164 00151 HAND SOAP 122.36 OTHER OPERATING SUPPLIES 600.45.57570.349 224528 063319 040328 F 164 00152 PURCHASE RETURN 525.00CR OTHER OPERATING SUPPLIES 600.45.57570.349 224529 4418 040328 F 164 00153 147.36 *VENDOR TOTAL

OLSEN/CARL & BETTY 607 SPRUCE DR OVRPYMT 31.81CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224795 621-6100-70-02 P 164 00155 607 SPRUCE DR OVRPYMT 17.85CR PRIVATE FIRE PROTECTION 600.45.46411.462 224795 621-6100-70-02 P 164 00156 49.66CR*VENDOR TOTAL

PAULSON/MATT 15 HERITAGE GREEN OVRPY 41.31CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224791 635-6420-99-01 P 164 00159 15 HERITAGE GREEN OVRPY 18.37CR PRIVATE FIRE PROTECTION 600.45.46411.462 224791 635-6420-99-01 P 164 00160 59.68CR*VENDOR TOTAL

PETERS/KIP BOOT ALLOWANCE 94.99 UNIFORM ALLOWANCE 600.45.57580.346 224532 7824 040304 F 164 00162

REIS/MICHAEL 1504 ALDRICH AVE OVRPYMT 25.19CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224551 626-1048-00-02 P 164 00164 1504 ALDRICH AVE OVRPYMT 12.31CR PRIVATE FIRE PROTECTION 600.45.46411.462 224551 626-1048-00-02 P 164 00165 37.50CR*VENDOR TOTAL



WATER ***************

RELIANCE ELECTRIC MOTORS RPR W/TP#6 MOTOR 2017 2,678.50 SVC RPR-MACH & EQ 600.45.57520.242 224745 19245 040432 F 164 00167 RPR W/TP#8 MOTOR 447.23 SVC RPR-MACH & EQ 600.45.57520.242 224746 20370 040432 F 164 00168 3,125.73 *VENDOR TOTAL

RICE LAKE CONTRACTING CONSTRUCT CONTRACTOR 73,673.78 CONTRACTOR 600.45.57531.219 224804 PYMT #9 037914 P 164 00169

ROHL/DENNIS ANNUITANT HEALTH-JUNE 505.40 HEALTH INSURANCE 600.45.57520.154 224571 6/2018 P 164 00170

SHI INTERNATIONAL CORP LENOVO COMPUTERS (4) 1,593.68 OFFICE EQUIPMENT 600.45.57570.813 224539 B07992161 040080 F 164 00172

SHORT ELLIOTT HENDRICKSO INSPECT SERVICES 6,173.88 ENGINEERING SERVICES 600.45.57531.215 224505 348151 037913 P 164 00176 INSP SERVICES-XCEL BLDG 1,000.00 BUILDINGS 600.45.57580.822 224540 345005 037255 P 164 00173 SDW APPLICATION 1,600.00 ENGINEERING SERVICES 600.45.57531.215 224836 347875 P 164 00174 WATER COMP PLAN 2,411.64 ENGINEERING SERVICES 600.45.57580.215 224837 34875 P 164 00177 ST CROIX-WI ST 494.32 SECURITY DEPOSIT 600.23172 224838 348965 P 164 00179 ST CROIX-O'NEIL RD 478.73 SECURITY DEPOSIT 600.23172 224838 348965 P 164 00180 VERIZON-HANLEY RD 367.99 SECURITY DEPOSIT 600.23172 224838 348965 P 164 00181 12,526.56 *VENDOR TOTAL

SMITH/KELLY & ANDREW 1701 STONEPINE CT OVRPYM 56.40CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224797 619-0005-14-01 P 164 00183 1701 STONEPINE CT OVRPYM 15.60CR PRIVATE FIRE PROTECTION 600.45.46411.462 224797 619-0005-14-01 P 164 00184 72.00CR*VENDOR TOTAL

STEEL TOWNE CUT STEEL 161.09 OTHER OPERATING SUPPLIES 600.45.57570.349 224738 2125149 040437 F 164 00187

TIMM/TROY MEALS-RPZ TRAINING-TT 18.76 TRAVEL & CONFERENCES 600.45.57580.339 224506 RECEIPTS 040335 F 164 00188 MEALS-RPZ TRAINING-TT 15.38 TRAVEL & CONFERENCES 600.45.57580.339 224506 RECEIPTS 040335 F 164 00189 34.14 *VENDOR TOTAL

TIRADO/ELIUD 28 BRIDGEWATER TRL OVRPY 8.61CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224790 635-6442-53-02 P 164 00191 28 BRIDGEWATER TRL OVRPY 4.33CR PRIVATE FIRE PROTECTION 600.45.46411.462 224790 635-6442-53-02 P 164 00192 12.94CR*VENDOR TOTAL

TRUE NORTH REMODELING 1901 IRIS BAY OVRPYMT 11.68CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224549 633-7503-04-05 P 164 00197 1901 IRIS BAY OVRPYMT 11.09CR PRIVATE FIRE PROTECTION 600.45.46411.462 224549 633-7503-04-05 P 164 00198 22.77CR*VENDOR TOTAL

UPS STORE #5335 EQUIP SHIP POSTAGE 24.66 OPERATING SUPPLIES 600.45.57530.349 224509 31053 040336 F 164 00200



WATER ***************

VILLAGE OF NORTH HUDSON RESIDENTIAL STORM SEWER 580.62 DUE VILLAGE OF NORTH HUD 600.24410 224545 3/2018 P 164 00204 COMMERCIAL STORM SEWER 54.82 DUE VILLAGE OF NORTH HUD 600.24410 224545 3/2018 P 164 00205 RESIDENTIAL STORM SEWER 2,000.91 DUE VILLAGE OF NORTH HUD 600.24410 224785 4/2018 P 164 00210 COMMERCIAL STORM SEWER 189.00 DUE VILLAGE OF NORTH HUD 600.24410 224785 4/2018 P 164 00211 PUBLIC INST STORM SEWER 371.00 DUE VILLAGE OF NORTH HUD 600.24410 224785 4/2018 P 164 00212 MULTI-FAM STORM SEWER 366.10 DUE VILLAGE OF NORTH HUD 600.24410 224785 4/2018 P 164 00213 3,562.45 *VENDOR TOTAL

WATTERS/ROBERT 1106 BALD EAGLE RD N OVR 3.89CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224787 659-2118-00-05 P 164 00215 1106 BALD EAGLE RD N OVR 3.99CR PRIVATE FIRE PROTECTION 600.45.46411.462 224787 659-2118-00-05 P 164 00216 1106 BALD EAGLE RD N OVR 1.79CR A/R N HUDSON STORM WATER 600.13111 224787 659-2118-00-05 P 164 00217 9.67CR*VENDOR TOTAL

WI RURAL WATER ASSOC MONDAY REG-TT,FH 150.00 TRAVEL & CONFERENCES 600.45.57580.339 224523 1662 040323 F 164 00220

WI STATE LAB OF HYGIENE FLUORIDE SAMPLING 25.00 OPERATING SUPPLIES 600.45.57530.349 224526 542768-1 040326 F 164 00223

ZEMPEL/NICK & TANYA 1116 8TH ST OVRPYMT 14.01CR ACCOUNTS RECEIVABLE-UTIL 600.13110 224554 616-0443-50-09 P 164 00225 1116 8TH ST OVRPYMT 7.28CR PRIVATE FIRE PROTECTION 600.45.46411.462 224554 616-0443-50-09 P 164 00226 21.29CR*VENDOR TOTAL

WATER 194,646.46 ***************



SEWER ***************

AMDAHL LOCKSMITH/CHRIS INSTALL LOCK 396.00 OTHER CONTRACTIONAL SERV 610.47.57323.299 224812 14696 040456 F 164 00002

ANDERSON/THOMAS 1106 2ND ST OVRPYMT 85.10 ACCOUNTS RECEIVABLE-UTIL 610.13110 224555 612-0094-50-02 P 164 00003

BEAR GRAPHICS 38,500 INV UTILITY BILL 724.06 OTHER PROJECT COSTS 610.47.57330.347 224546 794083 P 164 00008

BEAUBIEN/BRIAN 322 OAKRIDGE DR N OVRPYM 196.65 ACCOUNTS RECEIVABLE-UTIL 610.13110 224547 658-2115-50-02 P 164 00009 322 OAKRIDGE DR N OVRPYM 30.43CR A/R N HUDSON SEW SURCHAR 610.13111 224547 658-2115-50-02 P 164 00013 166.22 *VENDOR TOTAL

BLOMQUIST/ERIC 1212 HANLEY RD #7 OVRPYM 64.79 ACCOUNTS RECEIVABLE-UTIL 610.13110 224792 632-7600-23-10 P 164 00014

BOYER TRUCK RPR JET TRUCK 881.69 SVC RPR-SEWER JET 610.47.57320.241 224512 104429 040358 F 164 00018

BRIER PEST MANAGEMENT PEST CONTROL 35.00 OTHER OPERATING SUPPLIES 610.47.57323.349 224740 3453 040435 P 164 00020 PEST CONTROL-APRIL 75.00 OTHER OPERATING SUPPLIES 610.47.57323.349 224741 3452 040435 P 164 00019 110.00 *VENDOR TOTAL

CINTAS CORP #754 UNIF CLEANING WWTP 24.63 LAUNDRY - CLEANING 610.47.57320.218 224515 4005082693 039450 P 164 00028 UNIF-MAT CLNG WWTP 44.86 UNIFORM ALLOWANCE 610.47.57323.346 224516 4005082637 039450 P 164 00026 UNIF CLEANING WWTP 24.63 LAUNDRY - CLEANING 610.47.57320.218 224519 4005252338 039450 P 164 00030 UNIF-MAT CLNG WWTP 44.86 UNIFORM ALLOWANCE 610.47.57323.346 224520 4005252392 039450 P 164 00032 UNIF CLEANING WWTP 24.63 LAUNDRY - CLEANING 610.47.57320.218 224543 4004914425 039450 P 164 00025 UNIF-MAT CLNG WWTP 44.86 UNIFORM ALLOWANCE 610.47.57323.346 224544 4004914394 039450 P 164 00023 UNIF CLEANING WWTP 24.63 LAUNDRY - CLEANING 610.47.57320.218 224577 4005423760 039450 P 164 00036 UNIF-MAT CLNG WWTP 44.86 UNIFORM ALLOWANCE 610.47.57323.346 224578 4005423745 039450 P 164 00035 277.96 *VENDOR TOTAL

CITY OF HUDSON-WATER UTI 329 FRONT ST 60.75 UTILITIES-WATER & SEWER 610.47.57320.221 224561 110-0125-60-01 P 164 00038 329 FRONT ST 40.09 UTILITIES-WATER & SEWER 610.47.57323.221 224566 611-0135-00-01 P 164 00043 329 FRONT ST 814.30 UTILITIES-WATER & SEWER 610.47.57323.221 224567 611-0808-50-01 P 164 00044 329 FRONT ST 1,408.67 UTILITIES-WATER & SEWER 610.47.57323.221 224568 611-0808-51-01 P 164 00045 2,323.81 *VENDOR TOTAL

CODY/STEVE 424 5TH ST N OVERPYMT 40.16 ACCOUNTS RECEIVABLE-UTIL 610.13110 224560 652-2026-50-03 P 164 00048

COMMERCIAL TESTING LAB I MISC SAMPLING 532.00 LAB TESTING 610.47.57323.345 224535 41411 040307 F 164 00050



SEWER ***************

CRAMER/ANDREW 719 MONROE ST N 26.83 ACCOUNTS RECEIVABLE-UTIL 610.13110 224788 658-2160-00-02 P 164 00056 719 MONROE ST N 2.93CR A/R N HUDSON SEW SURCHAR 610.13111 224788 658-2160-00-02 P 164 00060 23.90 *VENDOR TOTAL

DIEFENBACH/DR E J 1337 HEGGEN ST OVRPYMT 13.90 ACCOUNTS RECEIVABLE-UTIL 610.13110 224559 632-4107-10-01 P 164 00063

EDMAD-SYRING/SELEN 1002 WISCONSIN ST OVRPYM 35.24 ACCOUNTS RECEIVABLE-UTIL 610.13110 224798 624-0551-50-05 P 164 00065

ERICKSON/JOSHUA 1601 REDWOOD DR #203 109.38 ACCOUNTS RECEIVABLE-UTIL 610.13110 224800 633-2057-60-07 P 164 00067

FAMILY FRESH DISTILLED WATER 14.24 LAB EQUIPMENT AND SUPPLI 610.47.57323.343 224815 19 040454 F 164 00069 DISTILLED WATER 14.24 LAB EQUIPMENT AND SUPPLI 610.47.57323.343 224816 43 040454 F 164 00070 DISTILLED WATER 14.24 LAB EQUIPMENT AND SUPPLI 610.47.57323.343 224817 50 040454 F 164 00071 DISTILLED WATER 20.62 LAB EQUIPMENT AND SUPPLI 610.47.57323.343 224818 67 040454 F 164 00072 63.34 *VENDOR TOTAL

GENUINE PARTS CO-MINNEAP AIR COMPRESSOR OIL 33.16 SUPPLIES-MACH & EQ PARTS 610.47.57323.353 224538 1941-845194 040305 F 164 00078

GIBSON/PATRICK 632 KNOLLWOOD DR OVRPYMT 60.80 ACCOUNTS RECEIVABLE-UTIL 610.13110 224552 624-3204-32-02 P 164 00079

GOODIN COMPANY MISC PLMBG SUPPLIES 114.29 OTHER OPERATING SUPPLIES 610.47.57323.349 224811 02270139-00 040457 F 164 00083

GOSS/NATHANIEL 516 NYE ST OVERPYMT 19.50 ACCOUNTS RECEIVABLE-UTIL 610.13110 224793 630-1044-00-04 P 164 00085

GUTOWSKI/TINA 507 4TH ST N OVRPYMT 95.94 ACCOUNTS RECEIVABLE-UTIL 610.13110 224548 651-2066-47-07 P 164 00089 507 4TH ST N OVRPYMT 12.19CR A/R N HUDSON SEW SURCHAR 610.13111 224548 651-2066-47-07 P 164 00093 83.75 *VENDOR TOTAL

HANDRAHAN/BRITTANY & MAT 390 VALLEY COMMONS OVERP 5.32 ACCOUNTS RECEIVABLE-UTIL 610.13110 224801 635-6390-34-02 P 164 00094

HANS HAGEN HOMES 63 DEERWOOD CT OVRPYMT 99.00 ACCOUNTS RECEIVABLE-UTIL 610.13110 224802 635-6400-63-01 P 164 00095

HAWKINS INC CHLORINE,SO2 912.21 CHEMICALS-OPERATING 610.47.57323.361 224524 4254793 040322 F 164 00096

HEARD/ASHLEY 1541 NAMEKAGON ST 3 OVRP 69.70 ACCOUNTS RECEIVABLE-UTIL 610.13110 224558 632-2005-70-11 P 164 00097



SEWER ***************

HOFFMAN/ANDREW 2122 HANLEY RD OVRPYMT 62.41 ACCOUNTS RECEIVABLE-UTIL 610.13110 224799 632-2007-00-15 P 164 00098

HOLTE/JACOB 849 SUMMER PINES CR OVRP 45.70 ACCOUNTS RECEIVABLE-UTIL 610.13110 224553 621-6100-08-04 P 164 00099

JOHNSON/MICHAEL 535 SPRUCE DR OVRPYMT 14.54 ACCOUNTS RECEIVABLE-UTIL 610.13110 224557 621-6100-80-05 P 164 00105

JUEN/ROBERT 57 MEADOWLARK LN OVRPYMT 92.52 ACCOUNTS RECEIVABLE-UTIL 610.13110 224786 635-6500-46-03 P 164 00106

KENNING/JACQUELINE 2128 CATTAIL WAY OVRPYMT 134.89 ACCOUNTS RECEIVABLE-UTIL 610.13110 224550 632-7500-94-01 P 164 00110

KINSMAN/HOWARD 1708 CUDD CIR OVRPYMT 18.05 ACCOUNTS RECEIVABLE-UTIL 610.13110 224794 629-1126-50-02 P 164 00114

KUNDUS/MARY 915 7TH ST OVRPYMT 87.25 ACCOUNTS RECEIVABLE-UTIL 610.13110 224556 616-0406-00-01 P 164 00118

MCRAITH/MARCENE 604 CEDAR DR N OVRPYMT 35.55 ACCOUNTS RECEIVABLE-UTIL 610.13110 224789 656-2907-00-04 P 164 00119 604 CEDAR DR N OVRPYMT 2.80CR A/R N HUDSON SEW SURCHAR 610.13111 224789 656-2907-00-04 P 164 00123 32.75 *VENDOR TOTAL

MENARDS MULCH 11.97 OTHER OPERATING SUPPLIES 610.47.57323.349 224813 73187 040455 F 164 00141 WEED KILLER,BLEACH 55.89 OTHER OPERATING SUPPLIES 610.47.57323.349 224814 72869 040455 F 164 00140 67.86 *VENDOR TOTAL

MLINAR/JERRY 629 SPRUCE DR OVRPYMT 12.25 ACCOUNTS RECEIVABLE-UTIL 610.13110 224796 621-6100-59-01 P 164 00142

MODERN HEATING & CONDITI INSTALL WATER HEATER 1,950.00 SVC RPR-OTHR MACH & EQ 610.47.57323.242 224810 S048610 040458 F 164 00146

NORTH CENTRAL LABORATORI MISC LAB SUPPLIES 901.43 LAB EQUIPMENT AND SUPPLI 610.47.57323.343 224739 405336 040436 F 164 00148

NORTHERN LAKE SERVICE IN BASE,NEUTRALS SAMPLING 535.00 LAB TESTING 610.47.57323.345 224534 331585 040310 F 164 00149

OLSEN/CARL & BETTY 607 SPRUCE DR OVRPYMT 74.63 ACCOUNTS RECEIVABLE-UTIL 610.13110 224795 621-6100-70-02 P 164 00154

PAULSON/MATT 15 HERITAGE GREEN OVRPY 83.18 ACCOUNTS RECEIVABLE-UTIL 610.13110 224791 635-6420-99-01 P 164 00158



SEWER ***************

REIS/MICHAEL 1504 ALDRICH AVE OVRPYMT 49.52 ACCOUNTS RECEIVABLE-UTIL 610.13110 224551 626-1048-00-02 P 164 00163

SCHREIBER/JIM ANNUITANT HEALTH-JUNE 250.00 HEALTH INSURANCE 610.47.57340.154 224572 6/2018 P 164 00171

SHORT ELLIOTT HENDRICKSO SANIT SWR COMP PLAN 3,083.45 OTHER CONTRACTIONAL SERV 610.47.57320.299 224747 347919 040066 P 164 00175 WWTP ASSESMENT 600.00 ENGINEERING SERVICES 610.47.57323.215 224748 348834 040272 P 164 00178 3,683.45 *VENDOR TOTAL

SMITH/KELLY & ANDREW 1701 STONEPINE CT OVRPYM 191.13 ACCOUNTS RECEIVABLE-UTIL 610.13110 224797 619-0005-14-01 P 164 00182

SMITH/PHILIP ANNUITANT HLT - JUNE 63.97 HEALTH INSURANCE 610.47.57323.154 224573 6/2018 P 164 00186

TIRADO/ELIUD 28 BRIDGEWATER TRL OVRPY 22.83 ACCOUNTS RECEIVABLE-UTIL 610.13110 224790 635-6442-53-02 P 164 00190

TOTAL MECHANICAL SERVICE INSTALL STEEL PATCH 3,972.00 SVC RPR-OTHR MACH & EQ 610.47.57323.242 224510 18533 040347 F 164 00194

TRI STATE PUMP CONTROL RPR PUMP-NH LIFT STATION 1,355.60 SVC RPR-OTHR MACH & EQ 610.47.57321.242 224507 439663 040341 F 164 00195

TRUE NORTH REMODELING 1901 IRIS BAY OVRPYMT 106.62 ACCOUNTS RECEIVABLE-UTIL 610.13110 224549 633-7503-04-05 P 164 00196

VESSCO INC INSTALL REGULATORS 402.00 SVC RPR-OTHR MACH & EQ 610.47.57323.242 224737 72839 040438 F 164 00201

VILLAGE OF NORTH HUDSON RESIDENTAL SEWER SURCHG 1,034.68 DUE N. HUDSON-SWR SURCHA 610.24400 224545 3/2018 P 164 00202 COMMERCIAL SEWER SURCHGE 76.08 DUE N. HUDSON-SWR SURCHA 610.24400 224545 3/2018 P 164 00203 RESIDENTAL SEWER SURCHAR 3,514.20 DUE N. HUDSON-SWR SURCHA 610.24400 224785 4/2018 P 164 00206 COMMERCIAL SEWER SURCHGE 113.83 DUE N. HUDSON-SWR SURCHA 610.24400 224785 4/2018 P 164 00207 PUBLI INST SEWER SURCHGE 107.79 DUE N. HUDSON-SWR SURCHA 610.24400 224785 4/2018 P 164 00208 MULTI-FAM SEWER SURCHGE 387.68 DUE N. HUDSON-SWR SURCHA 610.24400 224785 4/2018 P 164 00209 5,234.26 *VENDOR TOTAL

WATTERS/ROBERT 1106 BALD EAGLE RD N OVR 16.97 ACCOUNTS RECEIVABLE-UTIL 610.13110 224787 659-2118-00-05 P 164 00214 1106 BALD EAGLE RD N OVR 2.57CR A/R N HUDSON SEW SURCHAR 610.13111 224787 659-2118-00-05 P 164 00218 14.40 *VENDOR TOTAL

WEST CENTRAL BIOSOLIDS BIOSOLIDS-MARCH 2018 23,298.66 MAINTENANCE AGMT-SLUDGE 610.47.57323.298 224508 000000400418 040337 F 164 00219



SEWER ***************

WI RURAL WATER ASSOC MONDAY REG-JB 75.00 TRAVEL & CONFERENCES 610.47.57323.339 224523 1662 040324 F 164 00221

WI STATE LAB OF HYGIENE NUTRIENT SAMPLING 44.00 LAB TESTING 610.47.57323.345 224525 542135-1 040325 F 164 00222

ZEMPEL/NICK & TANYA 1116 8TH ST OVRPYMT 30.78 ACCOUNTS RECEIVABLE-UTIL 610.13110 224554 616-0443-50-09 P 164 00224

SEWER 50,151.96 ***************



STORM SEWER ***************

ANDERSON/THOMAS 1106 2ND ST OVRPYMT 7.00CR ACCOUNTS RECEIVABLE-UTIL 640.13110 224555 612-0094-50-02 P 164 00006

BLOMQUIST/ERIC 1212 HANLEY RD #7 OVRPYM 4.25CR ACCOUNTS RECEIVABLE-UTIL 640.13110 224792 632-7600-23-10 P 164 00017

GIBSON/PATRICK 632 KNOLLWOOD DR OVRPYMT 6.50CR ACCOUNTS RECEIVABLE-UTIL 640.13110 224552 624-3204-32-02 P 164 00082

GOSS/NATHANIEL 516 NYE ST OVERPYMT 2.00CR ACCOUNTS RECEIVABLE-UTIL 640.13110 224793 630-1044-00-04 P 164 00088

HOLTE/JACOB 849 SUMMER PINES CR OVRP 6.50CR ACCOUNTS RECEIVABLE-UTIL 640.13110 224553 621-6100-08-04 P 164 00102

JUEN/ROBERT 57 MEADOWLARK LN OVRPYMT 8.67CR ACCOUNTS RECEIVABLE-UTIL 640.13110 224786 635-6500-46-03 P 164 00109

KENNING/JACQUELINE 2128 CATTAIL WAY OVRPYMT 7.08CR ACCOUNTS RECEIVABLE-UTIL 640.13110 224550 632-7500-94-01 P 164 00113

KINSMAN/HOWARD 1708 CUDD CIR OVRPYMT 1.83CR ACCOUNTS RECEIVABLE-UTIL 640.13110 224794 629-1126-50-02 P 164 00117

MLINAR/JERRY 629 SPRUCE DR OVRPYMT 1.33CR ACCOUNTS RECEIVABLE-UTIL 640.13110 224796 621-6100-59-01 P 164 00145

OLSEN/CARL & BETTY 607 SPRUCE DR OVRPYMT 8.58CR ACCOUNTS RECEIVABLE-UTIL 640.13110 224795 621-6100-70-02 P 164 00157

PAULSON/MATT 15 HERITAGE GREEN OVRPY 8.83CR ACCOUNTS RECEIVABLE-UTIL 640.13110 224791 635-6420-99-01 P 164 00161

REIS/MICHAEL 1504 ALDRICH AVE OVRPYMT 5.92CR ACCOUNTS RECEIVABLE-UTIL 640.13110 224551 626-1048-00-02 P 164 00166

SMITH/KELLY & ANDREW 1701 STONEPINE CT OVRPYM 7.50CR ACCOUNTS RECEIVABLE-UTIL 640.13110 224797 619-0005-14-01 P 164 00185

TIRADO/ELIUD 28 BRIDGEWATER TRL OVRPY 2.08CR ACCOUNTS RECEIVABLE-UTIL 640.13110 224790 635-6442-53-02 P 164 00193

TRUE NORTH REMODELING 1901 IRIS BAY OVRPYMT 5.33CR ACCOUNTS RECEIVABLE-UTIL 640.13110 224549 633-7503-04-05 P 164 00199

ZEMPEL/NICK & TANYA 1116 8TH ST OVRPYMT 3.50CR ACCOUNTS RECEIVABLE-UTIL 640.13110 224554 616-0443-50-09 P 164 00227

STORM SEWER 86.90CR***************






FUND RECAP:


600 WATER 194,646.46610 SEWER 50,151.96640 STORM SEWER 86.90 CR


BANK RECAP:





DATE ............ APPROVED BY .................................

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