public utilities commission meeting
TRANSCRIPT
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.
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PUBLIC UTILITIES COMMISSION MEETING
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.
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PUBLIC UTILITIES COMMISSION MEETING
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
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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
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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
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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
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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)
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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 Sodium Permanganate
• Well 3 Fluoride
• Well 4 Sodium Permanganate
• Well 4 Fluoride
• Well 5 Sodium Permanganate
• Well 5 Fluoride
• Well 6 Sodium Permanganate
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
(Professional Engineer) or a certified inspection agent/company.
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)
55. Reminder Due Date Well 5 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 2016 and thus is due again in 2021.
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
(Professional Engineer) or a certified inspection agent/company.
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
58. Reminder Due Date Well 9 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 2017 and thus is due again in 2022.
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
60. Reminder Due Date Well 4 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 2017 and thus is due again in 2022.
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.
The well is provided with gas chlorination prior to iron filters. The gas chlorine is fed for disinfection and
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.
Next the water goes to an Iron Filter. This is listed as a rapid sand filtration for Iron and Manganese
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:
Media Type Diameter Depth
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 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 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.
Following Iron filtration, the utility adds Fluoride for dental benefits. Hydrofluoric acid (19.8% active) is
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.
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.
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.
Well 5 was constructed in 1962 to a total depth of 504 feet. The well is stated to have a 20” drill hole to
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.
The well is provided with gas chlorination prior to iron filters. The gas chlorine is fed for disinfection and
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.
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 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.
Next the water goes to an Iron Filter. This is listed as a rapid sand filtration for Iron and Manganese
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:
Media Type Diameter Depth
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 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 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.
Following Iron filtration, 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 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.
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.
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.
Well 6 was constructed in 1979 to a total depth of 611 feet. The well is stated to have a 24” drill hole to
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.
The well is provided with gas chlorination prior to iron filters. The gas chlorine is fed for disinfection and
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.
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 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:
Media Type Diameter Depth
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.
Following Iron filtration, 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 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
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.
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 the seepage cell located outside
the well house. This is a fenced in area.
Well 7 was constructed in 1989 to a total depth of 522 feet. The well is stated to have a 24” drill hole to
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.
Next the water goes to an Iron Filter. This is listed as a rapid sand filtration for Iron and Manganese
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:
Media Type Diameter Depth
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.
Following Iron filtration, 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 and a transfer tank for
pumping to the day tank. The day tank is about 1 gallon and the transfer tank is 165 gallons. A scale is used for
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.
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 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.
Well 8 was constructed in 2000 to a total depth of 365 feet. The well is stated to have a 24” drill hole to
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.
The well is provided with gas chlorination prior to iron filters. 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 that is shared with Well 9 chlorine chemicals.
Next the water goes to an Iron Filter. This is listed as a rapid sand filtration for Iron and Manganese
filtration. This filter (Filter 8) dimensions are unknown. The filter contains 4 cells with one common under drain.
The media is as follows:
Media Type Diameter Depth
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.
Well 9 was constructed in 2001 to a total depth of 387 feet. The well is stated to have a 28” drill hole to
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.
The well is provided with gas chlorination prior to iron filters. 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 that is shares with Well 8 chlorine chemicals.
Next the water goes to an Iron Filter. This is listed as a rapid sand filtration for Iron and Manganese
filtration. This filter (Filter 9) dimensions are unknown. The filter contains 4 cells with one common under drain.
The media is as follows:
Media Type Diameter Depth
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)
(h.p.) Date of Servicing
#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)
(h.p.) Date of Servicing
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
1999-Replace impellers, seals, and bearings
and cleaned
2007-Replaced seals and bearings and cleaned
2008- Replaced impellers and cleaned
100 GPM
Aurora,
1985
Centrifugal
US
10 170 10
1999-Replace impellers, seals, and bearings
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)
Well 4 2017 Well Serviced
Rehab pump and motor
Replaced 8”*10’ columns
Replaced 8”*5’ Columns
(Scheduled for 2022)
Well 5 2016 Well Serviced
Rehab Pump and Motor
Replaced 10 6”x10’ columns
Replaced headshaft bearings, SS Shaft
(Scheduled for 2021)
Well 6 2017 Well Serviced
Replaced 24 10’*10” Columns
Replaced 2 10’*5” Columns
Replaced Suction Pipe
New Pump
Brushed Casings
(Scheduled for 2022)
Well 7 2014 Well Serviced
Rehab Pump
Replaced 19 10’*10” Columns
Replaced line shaft and bowls.
(Scheduled for 2019)
Well 8 2013 Well Serviced
Bailed Well
Rebuilt pump, Installed Epoxy Coated
Column
(Scheduled for 2018)
Well 9 2015 Well Serviced
Replaced SS Bowl, shaft, bearings, head
shaft and impeller wear wings
Replaced 2 10”*10’ columns
(Scheduled for 2020)
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
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
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
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
Well 3 Water Levels vs. TimeWell 3 StaticWell 3 Pumping
30
0
50
100
150
200
250
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
Well 4 Water Levels vs. TimeWell 4 Static
Well 4 Pumping
0
20
40
60
80
100
120
140
160
180
200
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
Well 5 Water Levels vs. TimeWell 5 StaticWell 5 Pumping
0
50
100
150
200
250
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
Well 6 Water Levels vs. TimeWell 6 StaticWell 6 Pumping
31
0
20
40
60
80
100
120
140
160
180
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
Well 7 Water Levels vs. TimeWell 7 StaticWell 7 Pumping
0
20
40
60
80
100
120
140
160
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
Well 8 Water Levels vs. TimeWell 8 StaticWell 8 Pumping
0
20
40
60
80
100
120
140
160
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
Well 9 Water Levels vs. TimeWell 9 StaticWell 9 Pumping
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
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
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
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
Theroetical Sodium Permanganate Dosage vs. Time
Well 4 NA Permanganate Dosage
Well 3 Na Permanganate Dosage
Well 5 Na Permanganate Dosage
Well 6 Na Permanganate Dosage
34
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
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
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
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
Well 4 Iron and Mag Treatment vs. Time Well 4 Raw Iron
Well 4 Treated Iron
Well 4 Raw Manganese
Well 4 Treated Manganese
35
0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
0.4
0.45
0.5
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
Well 5 Iron and Mag Treatment vs. Time Well 5 Raw Iron
Well 5 Treated Iron
Well 5 Raw Manganese
Well 5 Treated Manganese
0
0.2
0.4
0.6
0.8
1
1.2
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
Well 6 Iron and Mag Treatment vs. Time Well 6 Raw Iron
Well 6 Treated Iron
Well 6 Raw Manganese
Well 6 Treated Manganese
36
0
0.1
0.2
0.3
0.4
0.5
0.6
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
Well 7 Iron and Mag Treatment vs. Time Well 7 Raw Iron
Well 7 Treated Iron
Well 7 Raw Manganese
Well 7 Treated Manganese
-0.01
0
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.08
0.09
0.1
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
Well 8 Iron and Mag Treatment vs. Time Well 8 Raw Iron
Well 8 Treated Iron
Well 8 Raw Manganese
Well 8 Treated Manganese
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
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
Well 9 Iron and Mag Treatment vs. Time Well 9 Raw Iron
Well 9 Treated Iron
Well 9 Raw Manganese
Well 9 Treated Manganese
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
Well 5 Portable Hookup available
Well 6 Portable Hookup available
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.
(>10,000 Gal so a certified contractor is recommended but
not required) Radon safety concerns for Iron Filters.
Well 5 Pressure
Filter
(18,800 gal EST)
2016 2021 5-year inspection req.
(>10,000 Gal so a certified contractor is recommended but
not required) Radon safety concerns for Iron Filters.
Well 6 Pressure
Filter (14,100 gal
EST)
2 of these.
2014 2019 5-year inspection req.
(>10,000 Gal so a certified contractor is recommended but
not required) Radon safety concerns for Iron Filters.
Well 7 Pressure
Filter (2,466 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 7 Reactor
Vessel #1 and #2
REM On Well
Pump/Pull
Scheduled
every 5 years.
5-year inspection req.
(<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.
5-year inspection req.
(>10,000 Gal so a certified contractor is recommended but
not required) Radon safety concerns for Iron Filters.
Well 8 Pressure
Filter
(18,800 gal EST)
2015 2020 5-year inspection req.
(>10,000 Gal so a certified contractor is recommended but
not required) Radon safety concerns for Iron Filters.
Well 9 Pressure
Filter
(18,800 gal EST)
2017 2022 5-year inspection req.
(>10,000 Gal so a certified contractor is recommended but
not required) Radon safety concerns for Iron Filters.
Well 8 and Well
9
Aerator/Aeration
Basin
DEF DEF-No Record
Keeping of
Inspection.
5-year inspection req.
(<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
• Optional- as needed for plant
control Recommended 1/week
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
• Optional- as needed for plant
control Recommended 1/week
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
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-
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.
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-
1209 1ST ST HUDSON,
WI 54016
DAVID SMITH 37077 06/01/2019 (970) 531-
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
01/01/1962 Iron Removal
4 380 Fluoridation 01/01/1962 Other
4 401 Gaseous
Chlorination,
Post
01/01/1962 03/14/2012 Disinfection Optional
4 403 Gaseous
Chlorination,
Pre
01/01/1962 Disinfection
~Iron
Removal
4 999 Innovative
Treatment
01/01/2011 Manganese
Removal
Sodium
permanganate
to oxidize
manganese
5 143 Aeration,
Diffused
01/01/1962 06/01/2007 Iron Removal
5 345 Filtration,
Rapid Sand
01/01/1962 Iron Removal
5 380 Fluoridation 01/01/1962 Other
5 401 Gaseous
Chlorination,
Post
01/01/1962 03/14/2012 Disinfection Optional
5 403 Gaseous
Chlorination,
Pre
01/01/1962 Disinfection
~Iron
Removal
5 999 Innovative
Treatment
01/01/2011 Manganese
Removal
Sodium
permanganate
to oxidize
manganese
62
Source
ID
Type Description Begin End Objective(s) Pump
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
01/01/1980 Iron Removal
6 380 Fluoridation 01/01/1980 Other
6 401 Gaseous
Chlorination,
Post
01/01/1980 03/14/2012 Disinfection Optional
6 403 Gaseous
Chlorination,
Pre
01/01/1980 Disinfection
~Iron
Removal
6 999 Innovative
Treatment
01/01/2011 Manganese
Removal
Sodium
permanganate
to oxidize
manganese
7 345 Filtration,
Rapid Sand
01/01/1991 Iron Removal
7 380 Fluoridation 01/01/1991 Other
7 401 Gaseous
Chlorination,
Post
01/01/1991 03/14/2012 Disinfection Optional
7 403 Gaseous
Chlorination,
Pre
01/01/1991 Iron Removal
7 627 Reducing
Agent,
Sulfur
Dioxide
01/01/1991 Dechlorination
8 143 Aeration,
Diffused
01/01/2004 Iron Removal
8 345 Filtration,
Rapid Sand
01/01/2004 Iron Removal
8 380 Fluoridation 01/01/2004 03/14/2012 Other
8 380 Fluoridation 07/06/2015 Other
8 401 Gaseous
Chlorination,
Post
01/01/2004 03/14/2012 Disinfection Optional
8 403 Gaseous
Chlorination,
Pre
01/01/2004 Disinfection
9 143 Aeration,
Diffused
01/01/2004 Iron Removal
9 345 Filtration,
Rapid Sand
01/01/2004 Iron Removal
9 380 Fluoridation 01/01/2004 03/14/2012 Other
9 380 Fluoridation 07/06/2015 Other
63
Source
ID
Type Description Begin End Objective(s) Pump
Model
Cap. Stroke
%
Speed
%
Sol.
Tank
Cap.
Dil.
Ratio
Comments
9 401 Gaseous
Chlorination,
Post
01/01/2004 03/14/2012 Disinfection Optional
9 403 Gaseous
Chlorination,
Pre
01/01/2004 Disinfection
200 000 None 07/27/2006 03/14/2012 No Treatment
at Source
200 380 Fluoridation 03/14/2012 07/06/2015 Other
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 FLUORIDE 12 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 FLUORIDE 14 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
9/12/17 Approved Rice Lake Construction
Group’s Pay Request #1
10/10/17 Approved Rice Lake Construction
Group’s Pay Request #2
11/14/17 Approved Rice Lake Construction
Group’s Pay Request #3
12/12/17 Approved Rice Lake Construction
Group’s Pay Request #4
1/9/18 Approved Rice Lake Construction
Group’s Pay Request #5
2/13/18 Approved Rice Lake Construction
Group’s Pay Request #6
4/10/18 Approved Rice Lake Construction
Group’s Pay Request #7
3/13/18 Approved Rice Lake Construction
Group’s Pay Request #8
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
APS ACCOUNTS PAYABLE CITY OF HUDSON04/17/2018 10:05:33 Schedule of Bills by Fund GL540R-V08.08 PAGE 2 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
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 ***************
APS ACCOUNTS PAYABLE CITY OF HUDSON04/17/2018 10:05:33 Schedule of Bills by Fund GL540R-V08.08 PAGE 3 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
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 ***************
APS ACCOUNTS PAYABLE CITY OF HUDSON04/17/2018 10:05:33 Schedule of Bills by Fund GL540R-V08.08 PAGE 4 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
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 .................................
.................................
.................................
APS ACCOUNTS PAYABLE CITY OF HUDSON04/19/2018 09:55:15 Schedule of Bills by Fund GL050S-V08.08 COVERPAGE GL540R
Report Selection:
RUN GROUP... 42318W COMMENT... 2/23 PAYMENTS
DATA-JE-ID DATA COMMENT -------------- ------------------------
W-04232018-083 2/23 PAYMENTS
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 HUDSON04/19/2018 09:55:15 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 ***************
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 ***************
APS ACCOUNTS PAYABLE CITY OF HUDSON04/19/2018 09:55:15 Schedule of Bills by Fund GL540R-V08.08 PAGE 2 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
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 ***************
APS ACCOUNTS PAYABLE CITY OF HUDSON04/19/2018 09:55:15 Schedule of Bills by Fund GL540R-V08.08 PAGE 3 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
REPORT TOTALS: 6,902.80
RECORDS PRINTED - 000010
APS ACCOUNTS PAYABLE CITY OF HUDSON04/19/2018 09:55:15 Schedule of Bills by Fund GL060S-V08.08 RECAPPAGE GL540R
FUND RECAP:
FUND DESCRIPTION DISBURSEMENTS---- ----------------------------
600 WATER 4,249.22610 SEWER 2,653.58
TOTAL ALL FUNDS 6,902.80
BANK RECAP:
BANK NAME DISBURSEMENTS---- ----------------------------
1NAT FIRST NATIONAL - GENERAL AC 6,902.80
TOTAL ALL BANKS 6,902.80
THE PRECEDING LIST OF BILLS PAYABLE WAS REVIEWED AND APPROVED FOR PAYMENT.
DATE ............ APPROVED BY .................................
.................................
.................................
APS ACCOUNTS PAYABLE CITY OF HUDSON04/24/2018 14:39:36 Schedule of Bills by Fund GL050S-V08.08 COVERPAGE GL540R
Report Selection:
RUN GROUP... 424EXW COMMENT... 4/24 XCEL
DATA-JE-ID DATA COMMENT -------------- ------------------------
W-04242018-113 4/24 XCEL
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 HUDSON04/24/2018 14:39:36 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 ***************
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 ***************
APS ACCOUNTS PAYABLE CITY OF HUDSON04/24/2018 14:39:36 Schedule of Bills by Fund GL540R-V08.08 PAGE 2 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
REPORT TOTALS: 17,338.72
RECORDS PRINTED - 000030
APS ACCOUNTS PAYABLE CITY OF HUDSON04/24/2018 14:39:36 Schedule of Bills by Fund GL060S-V08.08 RECAPPAGE GL540R
FUND RECAP:
FUND DESCRIPTION DISBURSEMENTS---- ----------------------------
600 WATER 17,338.72
TOTAL ALL FUNDS 17,338.72
BANK RECAP:
BANK NAME DISBURSEMENTS---- ----------------------------
1NAT FIRST NATIONAL - GENERAL AC 17,338.72
TOTAL ALL BANKS 17,338.72
THE PRECEDING LIST OF BILLS PAYABLE WAS REVIEWED AND APPROVED FOR PAYMENT.
DATE ............ APPROVED BY .................................
.................................
.................................
APS ACCOUNTS PAYABLE CITY OF HUDSON04/27/2018 13:26:08 Schedule of Bills by Fund GL050S-V08.08 COVERPAGE GL540R
Report Selection:
RUN GROUP... 427WAT COMMENT... 4/27 UTILITY PAYMENTS
DATA-JE-ID DATA COMMENT -------------- ------------------------
W-04272018-137 4/27 UTILITY PAYMENTS
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 HUDSON04/27/2018 13:26:08 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 ***************
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 ***************
APS ACCOUNTS PAYABLE CITY OF HUDSON04/27/2018 13:26:08 Schedule of Bills by Fund GL540R-V08.08 PAGE 2 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
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 ***************
APS ACCOUNTS PAYABLE CITY OF HUDSON04/27/2018 13:26:08 Schedule of Bills by Fund GL540R-V08.08 PAGE 3 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
REPORT TOTALS: 13,851.58
RECORDS PRINTED - 000047
APS ACCOUNTS PAYABLE CITY OF HUDSON04/27/2018 13:26:08 Schedule of Bills by Fund GL060S-V08.08 RECAPPAGE GL540R
FUND RECAP:
FUND DESCRIPTION DISBURSEMENTS---- ----------------------------
600 WATER 1,867.83610 SEWER 11,983.75
TOTAL ALL FUNDS 13,851.58
BANK RECAP:
BANK NAME DISBURSEMENTS---- ----------------------------
1NAT FIRST NATIONAL - GENERAL AC 13,851.58
TOTAL ALL BANKS 13,851.58
THE PRECEDING LIST OF BILLS PAYABLE WAS REVIEWED AND APPROVED FOR PAYMENT.
DATE ............ APPROVED BY .................................
.................................
.................................
APS ACCOUNTS PAYABLE CITY OF HUDSON05/03/2018 10:59:03 Schedule of Bills by Fund GL050S-V08.08 COVERPAGE GL540R
Report Selection:
RUN GROUP... 507WA COMMENT... 5/7 PAYMENTS
DATA-JE-ID DATA COMMENT -------------- ------------------------
W-05082018-167 5/7 PAYMENTS
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 HUDSON05/03/2018 10:59:03 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 ***************
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 ***************
APS ACCOUNTS PAYABLE CITY OF HUDSON05/03/2018 10:59:03 Schedule of Bills by Fund GL540R-V08.08 PAGE 2 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
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 ***************
APS ACCOUNTS PAYABLE CITY OF HUDSON05/03/2018 10:59:03 Schedule of Bills by Fund GL540R-V08.08 PAGE 3 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
REPORT TOTALS: 1,184.07
RECORDS PRINTED - 000009
APS ACCOUNTS PAYABLE CITY OF HUDSON05/03/2018 10:59:03 Schedule of Bills by Fund GL060S-V08.08 RECAPPAGE GL540R
FUND RECAP:
FUND DESCRIPTION DISBURSEMENTS---- ----------------------------
600 WATER 943.68610 SEWER 240.39
TOTAL ALL FUNDS 1,184.07
BANK RECAP:
BANK NAME DISBURSEMENTS---- ----------------------------
1NAT FIRST NATIONAL - GENERAL AC 1,184.07
TOTAL ALL BANKS 1,184.07
THE PRECEDING LIST OF BILLS PAYABLE WAS REVIEWED AND APPROVED FOR PAYMENT.
DATE ............ APPROVED BY .................................
.................................
.................................
APS ACCOUNTS PAYABLE CITY OF HUDSON05/02/2018 15:39:53 Schedule of Bills by Fund GL050S-V08.08 COVERPAGE GL540R
Report Selection:
RUN GROUP... 50818W COMMENT... 5/8 PAYMENTS
DATA-JE-ID DATA COMMENT -------------- ------------------------
W-05082018-164 5/8 PAYMENTS
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 HUDSON05/02/2018 15:39:54 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 ***************
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
APS ACCOUNTS PAYABLE CITY OF HUDSON05/02/2018 15:39:54 Schedule of Bills by Fund GL540R-V08.08 PAGE 2 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
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
APS ACCOUNTS PAYABLE CITY OF HUDSON05/02/2018 15:39:54 Schedule of Bills by Fund GL540R-V08.08 PAGE 3 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
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
APS ACCOUNTS PAYABLE CITY OF HUDSON05/02/2018 15:39:54 Schedule of Bills by Fund GL540R-V08.08 PAGE 4 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
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
APS ACCOUNTS PAYABLE CITY OF HUDSON05/02/2018 15:39:54 Schedule of Bills by Fund GL540R-V08.08 PAGE 5 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
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
APS ACCOUNTS PAYABLE CITY OF HUDSON05/02/2018 15:39:54 Schedule of Bills by Fund GL540R-V08.08 PAGE 6 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
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 ***************
APS ACCOUNTS PAYABLE CITY OF HUDSON05/02/2018 15:39:54 Schedule of Bills by Fund GL540R-V08.08 PAGE 7 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
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
APS ACCOUNTS PAYABLE CITY OF HUDSON05/02/2018 15:39:54 Schedule of Bills by Fund GL540R-V08.08 PAGE 8 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
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
APS ACCOUNTS PAYABLE CITY OF HUDSON05/02/2018 15:39:54 Schedule of Bills by Fund GL540R-V08.08 PAGE 9 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
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
APS ACCOUNTS PAYABLE CITY OF HUDSON05/02/2018 15:39:54 Schedule of Bills by Fund GL540R-V08.08 PAGE 10 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
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
APS ACCOUNTS PAYABLE CITY OF HUDSON05/02/2018 15:39:54 Schedule of Bills by Fund GL540R-V08.08 PAGE 11 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
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 ***************
APS ACCOUNTS PAYABLE CITY OF HUDSON05/02/2018 15:39:54 Schedule of Bills by Fund GL540R-V08.08 PAGE 12 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
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***************
APS ACCOUNTS PAYABLE CITY OF HUDSON05/02/2018 15:39:54 Schedule of Bills by Fund GL540R-V08.08 PAGE 13 BY FUND FOR (A/P)
VENDOR NAME DESCRIPTION AMOUNT ACCOUNT NAME FUND & ACCOUNT CLAIM INVOICE PO# F/P ID LINE
REPORT TOTALS: 244,711.52
RECORDS PRINTED - 000227
APS ACCOUNTS PAYABLE CITY OF HUDSON05/02/2018 15:39:54 Schedule of Bills by Fund GL060S-V08.08 RECAPPAGE GL540R
FUND RECAP:
FUND DESCRIPTION DISBURSEMENTS---- ----------------------------
600 WATER 194,646.46610 SEWER 50,151.96640 STORM SEWER 86.90 CR
TOTAL ALL FUNDS 244,711.52
BANK RECAP:
BANK NAME DISBURSEMENTS---- ----------------------------
1NAT FIRST NATIONAL - GENERAL AC 244,711.52
TOTAL ALL BANKS 244,711.52
THE PRECEDING LIST OF BILLS PAYABLE WAS REVIEWED AND APPROVED FOR PAYMENT.
DATE ............ APPROVED BY .................................
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