Water & Sewer Committee Meeting — Agenda packet
City of Peshtigo · Marinette County · Water & Sewer Committee Meeting · meeting of Sep 15, 2026 · Agenda packets
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MINUTES
WATER & SEWER
THURSDAY – AUGUST 13, 2026 – 8:30 A.M.
COUNCIL CHAMBERS, MUNICIPAL BUILDING
Members present: Chair Daniel Seymour, Thomas Gryzwa, Fred Meintz, and Robert Warren.
Members excused: Gary Motkowski.
Others Attending: Mayor Katie Berman, Clerk-Treasurer Kathy Kennedy, Mark Madden, Rich
Sparks, and Don Heikkila-Ruekert & Mielke, Inc.
Chair Seymour called the meeting to order at 8:30 a.m.
Motion by Seymour and seconded by Gryzwa to approve the agenda. Motion carried 4/0.
Minutes:
Motion by Warren and seconded by Seymour to approve the minutes of July 14, 2026. Motion
carried 4/0.
Water & Sewer disbursements:
The disbursements for Water & Sewer were reviewed.
Communications:
Discuss/consider updated Water Distribution Agreements for Mobile Home Parks:
The Committee discussed and considered the updated Water Distribution Agreements for Mobile
Home Parks. The Mayor and City Attorney will draft a provision addressing the maintenance
and flushing of the private systems for review by the Water & Sewer Committee.
Motion by Meintz and seconded by Seymour recommending Council approve the updated Water
Distribution Agreements for Mobile Home Parks. Motion carried 4/0.
Discuss/consider HYDROCORP Cross-Connection Control Program and potential agreement:
The HYDROCORP Cross-Connection Control Program and potential agreement were reviewed
and discussed. A software presentation will be scheduled to determine whether the program
would meet the City’s needs.
Discuss/consider WWTP PFOS Minimization Plan, Task Order No. 2026-05:
Don Heikkila of Ruekert & Mielke presented the WWTP PFOS Minimization Plan, Task Order
No. 2026-05, with an estimated cost of $7,500–$12,500. The plan was reviewed and discussed.
The task order was previously approved by the Council due to the September 22, 2026, DNR
deadline.
Discuss/consider advertisement for the Director of Public Works position:
The advertisement for the Director of Public Works position was reviewed and discussed. The
advertisement was previously approved by the Personnel Committee.
Page 2 Water & Sewer Minutes August 13, 2026
Report from Ruekert & Mielke:
Don Heikkila-Ruekert & Mielke, Inc reported on the schedule for the WWTP Clarifier
Replacement Project:
Water & Sewer Committee Bid Review was completed in July
Contract Award: August 7, 2026
Executed Contract: August 2026
Loan Closing: October 2026
Construction Start Date: October/November 2026
Construction Completion Date: November/December 2027 (400-day contract timeline)
Ruekert & Mielke, Inc. will be available to assist with Department of Public Works tasks during
the absence of a Public Works Director.
Mark Madden reported on Water Utility:
Meter installations and out-of-order meter replacements are continuing.
Spring watermain flushing is complete.
Repairs will be made to sanitary sewer lines.
Rich Sparks reported on Wastewater Treatment Plant (WWTP) & Sewer Utility:
Whole Effluent Toxicity (WET) testing went well.
The winter aeration basin is being cleaned.
Quotes are being obtained for replacement following a VFD blower failure.
The radiator for the external generator at the main lift station is sagging, causing the
piping leading into the building to become misaligned. Bids are being obtained to
refurbish and properly realign the piping.
Other matters:
Set future meeting(s):
The next Water & Sewer meeting was scheduled for Tuesday, September 15, 2026 at 8:30 a.m.
Motion by Warren and seconded by Gryzwa to adjourn at 9:25 a.m. Motion carried 4/0.
Kathy Kennedy
Deputy Clerk-Treasurer
© 2026 Copyright Ruekert & Mielke, Inc.
City of Peshtigo - WWTF PFOS Minimization Plan
Permit Number: WI-0030651-09-1
Permit Issue Date: July 30, 2024
Report Date: September 9, 2026
PFOS
MINIMIZATION
PLAN
PREPARED FOR:
City of Peshtigo
331 French Street
Suite A
Peshtigo, WI 54157
PREPARED BY:
Ruekert & Mielke, Inc.
1400 Lombardi Avenue
Suite 101S
Green Bay, WI 54304
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TABLE OF CONTENTS
NARRATIVE .................................................................................................................................................. 1
SOURCE IDENTIFICATION ......................................................................................................................... 2
DATA ANALYSIS .......................................................................................................................................... 4
PLANNED ACTIONS .................................................................................................................................... 8
PUBLIC EDUCATION AND OUTREACH ..................................................................................................... 9
APPENDIX A – PFOS AND PFOA MINIMIZATION PLAN ANNUAL REPORT CHECKLIST .................... 11
APPENDIX B – 2019 COLLECTION SYSTEM SAMPLING DATA S UMMARY AND RADAR MAPS ....... 13
APPENDIX C – REFERENCES ................................................................................................................. 15
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CITY OF PESHTIGO WASTEWATER TREATMENT FACILITY
PFOS MINIMIZATION PLAN
PERMIT NUMBER: WI-0030651-09-1
DATE: JULY 30, 2024
NARRATIVE
The City of Peshtigo owns and operates a Wastewater Treatment Facility (WWTF) the is used to treat
domestic, commercial and industrial wastewater disc harged to the City of Peshtigo wastewater collection
system. The City of Peshtigo also accepts hauled waste from septage and holding tanks. The WWTF
utilizes an extended aeration activated sludge process to treat the wastewater. The extended aeration
activated sludge process is followed by secondary clarification and seasonal disinfection. Phosphorus
removal is also performed by precipitation.
Wastewater from the collection system and hauled wa ste are pumped by the Main Sewage lift Station to
the WWTF headworks through 18-inch diameter force m ain. The wastewater is pumped to the raw
sewage metering building. Two manually cleaned bar screens are installed in the influent channel to the
metering building. Wastewater flow is measured by an 18-inch Parshall flume and sampled prior in the
Metering building. The raw wastewater flows by gravity through a 24-inch diameter pipeline to the mix ed
liquor splitter box. Raw sewage and RAS combine in the splitter box to form mixed liquor prior to being
discharged to aeration basins. The influent channel and metering building are in poor condition. The
metering building HVAC equipment is no longer operational.
Mixed liquor in the splitter box flows by gravity through 20-inch diameter pipelines to the aeration b asins.
The activated sludge system has four aeration basins. Normally one aeration basin is in service. Aeration
basin No. 1 and Aeration Basin No. 3 are used for treatment in an alternating sequence. Aeration Basin
No. 2 is not in service. Aeration Basin No. 4 is typically used to store excess sludge. The activated sludge
system is operated as an extended aeration process.
Each aeration basin is equipped with a rectangular weir for level control. Mixed liquor flows over the weirs
by gravity through 20-inch, 24-inch, and 36-inch diameter pipelines to a splitter box. The mixed liquor in
the splitter box is distributed to three circular secondary clarifiers through 24-inch diameter pipeli nes.
Typically, two secondary clarifiers are in service, and the third clarifier is used as a standby clarifier.
Mixed liquor suspended solids are settled in the clarifiers.
The effluent from the secondary clarifiers flows over V-notch weirs, collects in a trough, and flows by
gravity through 18-inch diameter pipelines to a control manhole. The clarifier effluent flows through a 24-
inch diameter pipeline to the chlorine contact tank. Chlorine solution is added to the inlet to the contact
tank.
The clarifier effluent can be directed to the emergency settling basin through a 24-inch diameter pipe line.
Sodium Bisulfite is added to the effluent structure of the chlorine contact tank for dechlorination. The
effluent from the chlorine contact tank flows through a 24-inch diameter pipeline to the Peshtigo River.
Solids generated at the WWTF waste activated sludge (WAS) from the extended aeration activated
sludge process. WAS is pumped by the RAS pumps to the gravity sludge thickener. Thickened WAS
from the sludge thickener is pumped by one of two thickened sludge pumps to the sludge storage tank.
The sludge storage tank is equipped with a submersible mixer. The plant staff uses a portable
submersible pump to decant supernatant from the storage tank. The total volume of the sludge storage
tank is 704,980 gallons. The sludge storage tank along with Aeration Basin No. 4 provide well over 18 0
days required by NR 208. The sludge from the sludge storage tank is disposed of on agricultural land by
contract haulers. Sludge is injected when applied to comply with vector attraction reduction methods.
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Sludge was last disposed of on agricultural land in 2022. A total of 780,000 gallons were applied to
agricultural land in 2022.
Current actions being taken to address Per- and Polyfluoroalkyl Substances (PFAS) contamination in the
Town of Peshtigo include the ongoing site investigation and treatment of contaminants from the JCI/Tyco
Fire Products facility—a project which has been active since 2017. This project is being carried out by the
Town of Peshtigo with involvement from the Wisconsin department of Natural Resources (WDNR) and
the United States Environmental Protection Agency (USEPA)—and the Private Well PFAS Testing
project, which completed its initial sampling phase in 2024-2025.
A permit modification was issued on July 30, 2024 which included a requirement for bimonthly PFAS
testing for the WWTF effluent. The city has performed bimonthly WWTF effluent testing from 2024-2026
to analyze which types of PFAS contamination are mo st prominent and identify any seasonal or annual
trends. Wastewater collection system samples were a lso taken in 2019, though no pre-treatment samples
have been taken in more recent years. Testing of biosolids was performed in 2022, as well. Statistics for
the effluent Perfluorooctane Sulfonic Acid (PFOS) a nd Perfluorooctanoic Acid (PFOA) levels calculated
from the 2024-2026 data are listed in the following table.
Table 1: PFOS & PFOA Effluent Statistics
The WDNR, after review of the WWTF effluent testing data, has determined the need for the City of
Peshtigo to proceed with a PFOS Minimization Plan. Based on the above effluent statistics, the WDNR
determined there is reasonable potential for the WWTF to discharge PFOS in concentrations above the
narrative standard in Wisconsin Administrative code s. NR102.04(8)(d). The narrative standard for
surface waters for PFOS in NR102.04(8)(d) is 8 nanograms per Liter (ng/L). Implementation of this
minimization plan may result in a reduction of PFOS in the effluent of the WWTF to comply with
NR102.04(8)(d).
SOURCE IDENTIFICATION
The City of Peshtigo performed collection system grab sampling in August and November of 2019. A
summary of this data can be found in Appendix B. Fi gure 1 shows the different sampling locations, their
names, and any relevant industries or infrastructure near the sampling point.
4"FM
4"FM
SNSNSNSNSNSN
SN
SN
SN
SNSNSNSNSN
SNSNSNSNSNSNSNSNSNSNSN
SNSNSNSNSN
SNSNSNSNSN
USH "41"PESHTIGO RIVER
PESHTIGO RIVERCTH "RW"
USH "41"
HOSPITAL ROAD
EAST RAILRAOD STREETMAPLE STREETE. FRONT STREETPINE STREETOGDEN ROADOLD PESHTIGO ROADN. BEEBE AVENUEFRENCH STREETOCONTO AVENUEE. PARK DRIVEAUBIN STREETCTH "D"
CTH "B"CHICAGO COURTTHOMPSON STREETMCCAGG STREETMCGRAW STREETFAUCETT STREETRAILROAD STREETMEYER AVENUES. LAKE STREETS. WOOD AVENUES. BROWN AVENUES. PECK AVENUES. ELLIS AVENUES. EMERY AVENUEW. FRONT STREET
N. LAKE STREETN. WOOD AVENUEN. PECK AVENUEN. ELLIS AVENUEN. EMERY AVENUEN. NOQUEBAY AVENUEN. CRANBERRY AVENUEN. STEPHENSON AVENUEOAK STREETELM STREETHART INDUSTRIAL DRIVEBERMAN STREET
HALE ROADPIERCE AVENUECTH "B"RAINBOW DRIVERAINBOW COURTWELLS AVENUEPRESTINE DRIVE
BUS USH "41"BUS USH "41"S. CRANBERRY AVENUE
EKLUND STREETHARPER AVENUEFOREST AVENUEMEADOWW LANEW. PARK DRIVE6"FM
6"FM6"FM 6"FM6"FM
6"FM
6"FM
120060002400SCALE IN FEET
2019 COLLECTION SYSTEMSAMPLE LOCATIONSCITY OF PESHTIGOMARINETTE COUNTY, WISCONSINFIGURE 1LEGEND8-INCH SANITARY SEWER10-INCH SANITARY SEWER12-INCH SANITARY SEWER15-INCH SANITARY SEWER18-INCH SANITARY SEWER24-INCH SANITARY SEWERUNKNOWN SEWER SIZEFORCE MAINSANITARY MANHOLE FIELD LOCATEDSANITARY MANHOLELIFT STATIONRIVER CROSSING STRUCTURE
SOURCE:
MielkeRuekertwww.ruekertmielke.comBASEMAP SOURCE:DATE: AUGUST 31, 2026© 2026 Copyright Ruekert & Mielke, Inc.
SN
RAW SEWAGE #5(ACER LS)RAW SEWAGE #6(FRONTAGE RD LS)CARWASH(833 FRONTAGE RD)
RAW SEWAGE #11(TYCO)
RAW SEWAGE #8RAW SEWAGE #7RAW SEWAGE #1(SENTINEL)RAW SEWAGE #2(W RIVER CROSSINGNOW ABANDONED)
RAW SEWAGE #3(BPM SILVER BRIDGE)RAW SEWAGE #4(TYCO/WETLAP -SEALED)RENNES WEST(4" AND 8")RENNES EAST
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Table 2: PFOS 2019 Mass Loading
PFOS Source
Category
2019 Annual Mass
Loading (lbs/yr)
Annual
Percent of
Total
JCI/Tyco (closed) 0 0%
Sentinel Structures
(closed)
2.6 x 10 -5
22%
Frontage Carwash 3.1 x 10 -6 3%
Collins/UTC
Aerospace (closed)
1.9 x 10 -6
2%
BPM No data No data
Aacer Flooring
(closed)
8.7 x 10 -5 74%
TOTAL 1.18 x 10 -4 100%
The above mass loading values in Table 2 were deter mined using water consumption data, since there is
no direct metering of wastewater from specific sources. Therefore, for sources like Aacer where much o f
the water is likely being lost as steam, the mass loading is likely an overestimate. More direct metering at
each source would be needed to create more accurate mass loading estimates.
Additionally, four of the above six major sources have closed or ceased operations since the 2019 data
was collected, and additional potential sources without any existing data like those listed above further
impact the accuracy of the mass loading estimates. BPM Paper Mill had available concentration data but
no flow data since private wells are used for process water at the paper mill. Some potential additional
sources of PFOS not accounted for in the 2019 data collection include hauled waste, inflow and
infiltration, and legacy solids contamination. More current data and additional sampling would be need ed
to further investigate potential sources for PFOS loading on the WWTF.
DATA ANALYSIS
Data from the effluent sampling shows a general trend of some PFAS concentrations, including PFOS
and PFOA, spiking in the spring and summer and decr easing in the fall and winter. The months with
higher concentrations tend to be correlated with months of higher precipitation and higher hauled waste
rates, indicating that the contaminants are likely being mobilized during higher flow rates. The subst ances
with the highest concentrations recorded in the effluent data are PFPeA, PFHxA, PFOA, PFBS, PFOS,
and PFBA.
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Figure 2: PFAS WWTF Effluent Concentrations Over Ti me
Figure 3: PFOS & PFOA WWTF Effluent Concentrations, Average Monthly Precipitation
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Data from the collection system, though out of date, can be used in conjunction with the WDNR’s PFAS
fingerprinting program to aid in source identification, as well as compared to the more recent effluent data
to identify changes in concentration patterns. This older data showed very high levels of 6:2FTS—a
chemical frequently used in Aqueous Film-Forming Fo ams (AFFFs)—specifically near JCI/Tyco and the
Frontage Road car wash, though these levels are not reflected in the more current WWTF effluent data.
PFOA and PFOS levels similar to those observed in t he more current WWTF effluent data were
measured near the former Sentinel Structures and at the now-abandoned old river crossing.
Figure 4: Most Impacted 2019 Sampling Points Radar Graph
The decrease in 6:2FTS concentrations between the 2 019 collection system data and the 2024-2026
WWTF effluent data are likely due to a few factors: the sealing of the collection point nearest to JCI/Tyco,
the ongoing remediation efforts at the site, and its tendency to sorb onto waste sludge rather than
remaining in effluent water 1.
The WWTF also carried out PFAS testing of the sludge and effluent in 2022, which showed a 6:2FTS
effluent concentration of 3.8 ng/L—slightly higher than effluent levels in 2024-2026 but much lower th an
the collection system levels in 2019. The 2022 WWTF results showed nondetectable levels in biosolids.
Since 6:2FTS is not significantly degraded in conventional wastewater treatment processes and there ar e
no excessively high concentrations in either the effluent water or sludge, it is likely that the 6:2FTS was
coming from JCI/Tyco and is no longer entering the wastewater system.
1 (Wang et al., 2011): https://doi.org/10.1016/j.chemosphere.2010.11.003
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Average PFOA and PFOS concentrations, however, incr eased between the 2019 collection system
measurements and the 2024-26 WWTF effluent measurem ents. While it is difficult to attribute a precise
cause to this increase with the limited data available, studies have demonstrated that PFAS—particular ly
PFOA and PFOS—concentrations frequently increase du ring conventional wastewater treatment
processes due to the transformation of precursor substances and desorption of PFAS from solids.
NEtFOSAA, NEtFOSA, and FOSA compounds are precursor substances and transform to PFOS through
biodegradation 2. There is a higher combined concentration of the above PFOS precursors in the
collection system data than in the effluent data, though the time gap between the datasets makes it
difficult to determine whether this is because of biodegradation to PFOS or due to other factors.
2 (Barisci and Suri, 2021): https://doi.org/10.2166/wst.2021.484
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PLANNED ACTIONS
Minimization Plan
Activities
1st
Year
2nd
Year
3rd
Year
4th
Year
5th
Year
6th
Year
7th
Year
1. Collection System
Sampling
x
a. West of new river crossing
b. Upstream of east river
crossing manhole
c. East of Main Lift Station
2. Hauled Waste x
Alternative A. Sampling of
hauled waste
Alternative B. Temporary
suspension of hauled waste
discharge + effluent PFAS
testing
3. Analysis of testing results x
a. Targeting of relevant areas
b. Identify potential sources
4. Targeted
Location/Customer Collection
System Sampling (based on
results of Item 1 above)
x x x
5. Address newly identified
sources
x x
6. Potential Sewer Use
Ordinance Revisions to
Restrict PFAS Discharge
x x
7. Public Outreach Flyers x x x x x x x
8. Annual Reporting x x x x x x x
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PUBLIC EDUCATION AND OUTREACH
To help reduce PFOS loading from nonindustrial sources, the WWTF will take steps to educate sewer
users on reducing usage and how to properly dispose of PFAS-containing products. Reducing household
usage of these products will help reduce effluent concentrations by eliminating PFOS precursors and
PFOS itself before they are introduced to the sewer system. To do this, the WWTF will distribute the flyers
below with utility billings and provide links on their website to the WDNR’s PFAS webpage, the ITRC’s
PFAS fact sheets, and the EPA’s PFAS webpage.
Figure 5: WDNR Household PFAS Flyer
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Figure 6: WDNR General PFAS Flyer
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APPENDIX A – PFOS AND PFOA MINIMIZATION PLAN ANNUAL REPORT CHECKLIST
NOTE: Permittees are not required to fill out and submit this checklist with their annual report. Rather, this
checklist is provided as a resource to aid facilities in completing their annual report to ensure that the
proper information is reported to the department.
Section I: General Information
Permittee Name:
Pollutant:
Annual Report Year Covered (i.e., 2024): Permit Term (i.e., 10/01/2022 – 09/30/2027):
Section II: Summary of Pollutant Reduction Work Don e to Date
Pollutant Source Identification
□ List and discuss sources of pollutants. The discussion should include whether the specific source is
controllable. If not controllable, include details as to why not.
Actions Completed
□ Discuss the source reduction measures completed d uring the previous year. It should be identified if
this action was to minimize or maintain a pollutant source.
□ For each of the actions, provide a detailed summary* and attach any supplemental information. This
could include date/date range of action, copy of meeting minutes, inspection results, rebates, etc.
□ If any actions triggered next steps, these actions should be included along with a planned schedule.
Actions Not Completed
□ Include a list of planned actions for the year, according to the approved minimization plan, that were not
completed.
□ A detailed explanation* as to why the planned actions were not completed should be included. This
could have been due to operator time, funding, or additional barriers.
□ Discuss in detail the encountered barriers that prevented completion of the action items.
□ Along with a new time frame, include steps to ensure planned actions will occur in the future.
* This is the main focus of the report and should clearly reiterate the setbacks to the planned actions.
Section III: Summary of Progress
Data Analysis
□ All data collected for the previous years should be included. This data could include any influent,
effluent, blanks, industry, or other sampling performed.
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□ Provide data in one or more of the following formats:
☐Graphs ☐Tables, Averages ☐Raw Data
□ Include an analysis summary of the data. This could include high effluent due to seasonality, industrial
loads, or unknown spikes.
Section IV: Planned Actions
Actions Planned
□ List the planned actions for the upcoming year, according to the approved minimization plan. This list
should also include any follow-up/next step actions identified in Section II above.
Section V: Final Report
Only applies to the final report prior to permit expiration.
□ This should be a discussion on the ability to meet the final water quality limit and additional steps the
facility can take during the next permit term to meet the final limit.
□ Submit an updated minimization plan if the facility is anticipating the need to further reduce effluent
concentrations.
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APPENDIX B – 2019 COLLECTION SYSTEM SAMPLING DATA S UMMARY AND RADAR MAPS
Carwash
Raw Sewage
#1
Raw Sewage
#2
Raw Sewage
#3
Raw Sewage
#4
Raw Sewage
#5
Raw Sewage
#6
Raw Sewage
#7
Raw Sewage
#8
Raw Sewage
#11
Rennes E Oak
St
Rennes W 4”
Sewer
Rennes W 8”
Sewer Average
Standard
Deviation
11/27/2019 8/2/2019 8/2/2019 8/2/2019 8/2/2019 8/2/2019 8/2/2019 8/2/2019 8/2/2019 8/2/2019 11/27/2019 11/27/2019 11/27/2019 Overall Overall
PFBA 11 0.48 7.4 1.9 5.5 0.47 0.48 2.5 4.2 6.6 9 3.4 1.4 4.179 3.479
PFPeA 2.8 0.67 5.8 1.6 11 0.65 1.4 2.1 3.5 8.6 0.48 1.5 0.44 3.118 3.351
PFHxA 8.4 0.8 6.6 1.4 2.5 2.6 0.79 19 6.9 11 0.54 2 1.6 4.933 5.404
PFHpA 2.3 3.9 3 0.94 4.5 0.33 0.47 0.65 2 3.9 0.23 0.79 0.59 1.815 1.549
PFOA 6.4 14 9.4 4.2 2.8 2.1 1.3 2.8 4.3 7.1 0.79 1.9 1.2 4.484 3.851
PFNA 4 0.37 0.53 0.38 0.37 0.36 0.37 0.37 0.35 0.75 0.25 0.24 0.24 0.660 1.013
PFDA 0.29 0.43 0.43 0.44 0.42 0.41 0.42 0.41 0.51 0.47 0 .29 0.28 0.28 0.391 0.078
PFUnA 1 1.5 1.5 1.6 1.5 1.5 1.5 1.5 1.4 1 1 0.99 0.99 1.306 0.258
PFDoA 0.51 0.76 0.76 0.78 0.75 0.73 0.75 0.73 0.71 0.83 0 .51 0.49 0.5 0.678 0.125
PFTriA 1.2 1.8 1.8 1.8 1.8 1.7 1.8 1.7 1.7 2 1.2 1.2 1.2 1.608 0.293
PFTeA 0.27 0.4 0.4 0.41 0.4 0.39 0.4 0.39 0.37 0.44 0.27 0.26 0.26 0.358 0.067
PFBS 0.19 0.27 8.3 0.28 0.75 0.27 0.27 0.46 2.8 6.5 0.19 1.3 0.7 1.714 2.648
PFPeS 0.28 0.41 0.41 0.42 0.41 0.4 0.41 0.4 0.39 0.45 0.2 8 0.27 0.27 0.369 0.067
PFHxS 0.16 0.23 2.6 0.59 0.25 0.23 0.23 0.23 0.22 0.26 0.16 0.15 0.15 0.420 0.665
PFHpS 0.18 0.26 0.61 0.3 0.26 0.25 0.26 0.25 0.25 0.29 0. 18 0.17 0.17 0.264 0.113
PFOS 0.5 8.2 11 7.9 0.74 2.5 0.74 0.72 3.8 10 0.5 0.48 0.49 3.659 4.081
PFNS 0.15 0.22 0.24 0.23 0.22 0.21 0.22 0.21 0.21 0.24 0 .15 0.14 0.14 0.198 0.038
PFDS 0.3 0.44 0.44 0.45 0.44 7.2 0.44 0.43 0.41 0.49 0.3 0.29 0.29 0.917 1.889
FOSA 0.32 0.63 0.67 1.2 0.48 0.47 0.48 0.47 0.45 0.53 0. 33 0.31 0.32 0.512 0.236
NMeFOSAA 2.9 4.3 4.3 4.4 4.2 4.1 4.2 4.1 4 4.7 2.9 2.8 2.8 3.823 0.697
NEtFOSAA 1.8 2.6 2.6 2.7 2.6 2.5 2.6 2.5 2.5 2.9 1.8 1.7 1.7 2.346 0.427
4:2FTS 4.8 7.1 7.2 7.4 7.1 6.9 7.1 6.9 6.7 7.9 4.8 4.7 4.7 6.408 1.185
6:2FTS 67 2.7 3.7 2.8 49 2.7 2.7 2.7 2.6 78 1.9 1.8 1.8 16.877 27.897
8:2FTS 1.9 2.7 7.8 2.8 2.7 2.7 2.7 2.7 2.6 3 1.9 1.8 1.8 2.854 1.547
PFHxDA 0.82 0 0 0 0 0 0 0 0 0 0.83 0.8 0.8 0.250 0.390
PFODA 0.43 0 0 0 0 0 0 0 0 0 0.43 0.41 0.41 0.129 0.202
PFDoS 0.42 0 0 0 0 0 0 0 0 0 0.42 0.4 0.41 0.127 0.198
NEtFOSA 0.81 0 0 0 0 0 0 0 0 0 0.81 0.78 0.78 0.245 0.382
NMeFOSA 0.4 0 0 0 0 0 0 0 0 0 0.4 0.39 0.39 0.122 0.190
NMeFOSE 8.9 0 0 0 0 0 0 0 0 0 1.3 1.3 1.3 0.985 2.444
NEtFOSE 0.79 0 0 0 0 0 0 0 0 0 0.79 0.76 0.77 0.239 0.374
10:2FTS 0.18 0 0 0 0 0 0 0 0 0 0.18 0.17 0.17 0.054 0.084
DONA 0.17 0 0 0 0 0 0 0 0 0 0.17 0.16 0.16 0.051 0.079
HFPO-DA 1.4 0 0 0 0 0 0 0 0 0 1.4 1.3 1.4 0.423 0.661
F-53B (major) 0.22 0 0 0 0 0 0 0 0 0 0.22 0.21 0.22 0.067 0.105
F-53B (minor) 0.3 0 0 0 0 0 0 0 0 0 0.3 0.29 0.29 0.091 0.142
City of Peshtigo
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RADAR MAPS
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APPENDIX C – REFERENCES
Barisci, S.; Suri, R. Occurrence and Removal of Poly/Perfluoroalkyl Substances (PFAS) in Municipal and
Industrial Wastewater Treatment Plants. Water Sci. Technol. 2021 , 84 (12), 3442-3468.
https://doi.org/10.2166/wst.2021.484
Wang, N.; Liu, J.; Buck, R. C.; Korzeniowski, S. H.; Wolstenholme, B. W.; Folsom, P. W.; Sulecki, L. M.
6:2 Fluorotelomer Sulfonate Aerobic Biotransformation in Activated Sludge of Waste Water Treatment
Plants. Chemosphere 2011 , 82 (6), 853-858. https://doi.org/10.1016/j.chemospher e.2010.11.003.
ADDITIONAL REFERENCES
Annunziato, K. M.; Doherty, J.; Lee, J.; John, M. C.; Liang, W.; Christopher, W. C.; Nguyen, M.;
Monika, A. R.; Alicia, R. T.-L. Chemical Characterization of a Legacy Aqueous Film-Forming Foam
Sample and Developmental Toxicity in Zebrafish (Danio rerio). Environ. Health Perspect. 2020, 128 (9),
097006.
Balgooyen, S.; Remucal, C. K. Impacts of Environmen tal and Engineered Processes on the PFSA
Fingerprint of Fluorotelomer-Based AFFF. Environ. Sci. Technol. 2023, 57 (1), 244-254.
Charbonnet, J. A.; Rodowa, A. E.; Joseph, N. T.; Guelfo, J. L.; Field, J. A.; Jones, G. D.; Higgins, C. P.;
Helbling, D. E.; Houtz, E. F. Environmental source tracking of per- and polyfluoroalkyl substances within a
forensic context: current and future techniques. Environ. Sci. Technol. 2021, 55 (11), 7237-7245.
Dewapriya, P.; Chadwick, L.; Ghorbani Gorji, S.; Schulze, B.; Valsecchi, S.; Samanipour, S.; Thomas, K.
V.; Kaserzon, S. L. Per- and polyfluoroalkyl substances (PFAS) in consumer products: Current knowledge
and research gaps. Journal of Hazardous Materials Letters. 2023, 4, 100086.
https://www.sciencedirect.com/science/article/pii/S2666911023000126. Accessed August 5, 2024.
He, X.; Li, A.; Wang, S.; Chen, H. Perfluorinated substance assessment in sediments of a large-scale
reservoir in Danjiangkou, China. Environ. Monit. Assess. 2018, 190, 66.
Houtz, E. F.; Higgins, C. P.; Field, J. A.; Sedlak, D. L. Persistence of Perfluoroalkyl Acid Precursor s in
AFFF-Impacted Groundwater and Soil. Environ. Sci. T echnol. 2013, 47 (15), 8187-8195.
Houtz, E. F.; Sutton, R.; Park, J.; Sedlak, M. Poly- and perfluoroalkyl substances in wastewater:
Significance of unknown precursors, manufacturing shifts, and likely AFFF impacts. Water Res. 2016, 95,
142-149.
Houtz, E.; Wang, M.; Park, J. Identification and Fate of Aqueous Film Forming Foam Derived Per- and
Polyfluoroalkyl Substances in a Wastewater Treatment Plant. Environ. Sci. Technol. 2018, 52,
1321213221.
Link, G. Per- and polyfluoroalkyl substances (PFAS) in treated sewage sludge from Michigan wastewater
treatment plants. Master’s thesis, Western Michigan University, 2023.
Pancras, T.; Schrauwen, G.; Held, T.; Baker, K.; Ross, I.; Slenders, H. Environmental fate and effects of
poly- and perfluoroalkyl substances (PFAS). Concawe 2016.
City of Peshtigo
PFOS Minimization Plan
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Qi, Y.; He, Z.; Huo, S.; Zhang, J.; Xi, B.; Hu, S. Source apportionment of perfluoroalkyl substances in
surface sediments from lakes in Jiangsu Province, C hina: Comparison of three receptor models. J.
Environ. Sci. 2016, 57, 321–328.
Ruyle, B.; Pickard, H. M.; LeBlanc, D. R.; Tokranov, A. K.; Thackray, C. P.; Hu, X. C.; Vecitis, C. D.;
Sunderland, E. M. Isolating the AFFF signature in coastal watersheds using oxidizable PFAS precursors
and unexplained organofluorine. Environ. Sci. Technol. 2021, 55 (6), 3686–3695.
Shaw, D. M. J.; Munoz, G.; Bottos, E.; Vo Duy, S.; Sauve, S.; Liu, J.; Van Hamme, J. Degradation and
defluorination of 6:2 fluorotelomer sulfonamidoalkyl betaine and 6:2 fluorotelomer sulfonate by Gordin i
asp. Strain NB4-1Y under sulfur-limiting conditions. Sci. Total Environ. 2018, 647, 690–698.
Szabo, D.; Marchiandi, J.; Samandra, S.; Johnston, J.M.; Mulder, R.A.; Green, M.P.; Clarke, B.O.
Highresolution temporal wastewater treatment plant investigation to understand influent mass flux of per-
and polyfluoroalkyl substances (PFAS). Journal of Hazardous Materials 2023, 447, 130854.
United States Environmental Protection Agency. Multi-Industry Per- and Polyfluoroalkyl Substances
(PFAS) Study – 2021 Preliminary Report. 2021.
https://www.epa.gov/system/files/documents/202109/m ulti-industry-pfas-study_preliminary-2021-
report_508_2021.09.08.pdf.
United States Environmental Protection Agency. Draft aquatic life ambient water quality criteria for
perfluorooctane sulfonate (PFOS). USEPA Office of W ater, Office of Science and Technology, Health and
Ecological Criteria Division. 2022. https://www.epa.gov/system/files/documents/2022-04/pfosreport-
2022.pdf (Accessed April 30, 2024).
United States Environmental Protection Agency. Email from Doruntine Rexhepi to Jason Knutson
(January 23). “RE: Landfill Leachate PFAS data used in ELG Plan 15.” 2023a.
United States Environmental Protection Agency. Effluent Limitation Guideline Plan 15. 2023b.
Weiner, B.; Yeung, L. W.; Marchington, E. B.; et al. Organic fluorine content in aqueous film forming
foams (AFFFs) and biodegradation of the foam compon ent 6:2 fluorotelomermercaptoalkylamido
sulfonate (6:2 FTSAS). Environ. Chem. 2013, 10 (6), 486-493.
Zhang, X.; Lohmann, R.; Dassuncao, C.; Hu, X.C.; We ber, A.K.; Vecitis, C.D.; Sunderland, E.M. Source
Attribution of Poly- and Perfluoroalkyl Substances (PFASs) in Surface Waters from Rhode Island and the
New York Metropolitan Area. Environ. Sci. Technol. Lett. 2016, 3, 316-321.
Motor Repair • Electrical Equipment Sales • Mechanical & Electrical Field Service • Engineered Systems
To: City of Peshtigo
331 French Street
Peshtigo, WI 54157
Quote No: 081426bg
Terms: Net 30
Delivery:
Freight:
as scheduled
PP&A
Cust No: C 1859
Attn: Richard Sparks Prices:
Date:
Expire9/12/26
August 14th, 2026
Subject: Hoffman blower NDE bearing change
L&S Electric, Inc. is pleased to quote the following: Remove and replace one non-drive end bearing (6314) and replace
On Site work includes but not limited to the following:
o Mobilize technicians and tooling to site
o Join Peshtigo WW LOTO.
o Verify as found shaft alignment between blower and motor.
o Remove motor NDE bearing housing and bearing only.
o Micrometer measure critical fits
o Furnish and install rebuild kit of bearing, gaskets, oil seals
o Verify as-left shaft alignment*
o Secure from LOTO.
Estimated pricing: …………………………………………………………………………………………………………………….…………….... $2,784.86
Lead time: …………………………………………………………………………….………………………………………………. Travel / 6 hours on-site
Option: Driven end and non driven end blower basic rebuild kit for stock…………………………………………………. $1,890.00
Please note that the pricing provided is strictly budgetary and is subject to change pending finalized inspection and
evaluation. Any repairs or replacement parts not specifically identified within the above Scope of Work are excluded from
this estimate. If such unforeseen items are identified, they will be documented with supporting photographs and
presented to the project lead for review and approval prior to commencement of any related work. Labor exceeding 6
hours on-site, idle time not attributable to the actions or omissions of L & S Electric, Inc., and/or any repairs outside the
defined Scope of Work will be billed on a time-and-material basis in accordance with the rates specified in the attached
rate sheet. L & S Electric, Inc. shall not be held responsible for any acts or omissions by plant personnel who are not
employees of L & S Electric, Inc.* Corrections to shaft alignment are not included in this estimate if labor hours are in
excess of six.
NOTE:
Orders placed are subject to cancellations charges.
There will be a cancellation fee incurred for any print approval order cancelled after motor data is received by
customer. Custom, modified and built to order items are non-cancellable and non-returnable except for warranty
reasons.
L&S Electric Inc.
10200 Durand Avenue
Sturtevant, WI 53177
U.S. Watts: 800-367-7676
Phone: 262-886-1875 Ext: 3724
Fax: 262-886-9202
Web: www.lselectric.com
Motor Repair • Electrical Equipment Sales • Mechanical & Electrical Field Service • Engineered Systems
Credit card payments are subject to 3% processing fees. Credit card will be charged at the time of shipment and
payment terms will be forfeited.
Prices quoted are based on current applicable tariffs, duties, and import/export costs as of the date of this
quote/purchase order. Any new or increased tariffs, duties, taxes, or government-imposed fees affecting the cost of
imported materials or products, implemented after the date of this quote/purchase order, will be passed through to the
customer. L & S Electric reserves the right to adjust pricing accordingly to reflect such changes. The customer agrees to
accept and pay for any such additional costs as part of the total purchase price.
Thank you for the opportunity to quote your project needs. Please feel free to contact me with any questions or
concerns. L & S Electric, Inc. terms and conditions apply.
Sincerely,
Brian Gillard | Onsite Manager | L&S Electric, Inc.
1.800.367.7676 | Cell 715.660.6286| Ofc 715.241.3724 | Fax 715.241.3725
bgillard@lselectric.com | www.lselectric.com
L & S Electric, Inc.
Onsite Services
10200 Durand Avenue
Sturtevant, WI 53177
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Standard Terms and Conditions of L & S Electric, Inc. – 2025
1. Agreement of Sale. Unless a separate contract is executed by both parties, which shall govern
this order, the following shall apply:
a. In consideration hereof, “Buyer” seeks to purchase from L & S Electric, Inc. (the “Seller”) the product,
part, equipment, accessories, or material (“Goods”) and/or scope of work (“Services”) described in
the applicable quotation of Seller (“Quote”) and Seller seeks to provide such to Buyer.
b. Any of the terms and provisions of Buyer's order (“Purchase Order”) which are additional or different
with the terms and provisions hereof, shall not be binding on the Seller and shall not be considered
applicable to the sale or shipment of Goods and/or performance of Services hereunder. Buyer shall
be bound by these Terms and Conditions (“Terms”) upon: (i) issuing a purchase order; (ii) Seller begins
to order materials or begins Services; (iii) Seller ships Goods to Buyer, and/or (iv) Buyer accepts
delivery of Goods and/or allows Services, whichever occurs first.
c. This writing is intended by the Seller and Buyer as a final and exclusive expression of this agreement
and no course of dealing or usage of trade or course of performance shall be relevant to explain or
supplement any term expressed in these Terms. No waiver or modification of any of the Terms shall
be valid unless it is made in writing and signed by both parties. The failure of the Seller to enforce any
right possessed under the Terms shall not constitute a waiver thereof or establish a custom.
d. In the event of conflict between contract documents and for scope of work clarity, the order or
precedent shall be: (i) any duly executed Change Orders, (ii) the Quote, (iii) these Terms and
Conditions, (iv) the Purchase Order (excluding all terms and conditions thereof), and (v) Buyer’s
drawings, designs and specifications.
2. Prices and Term of Payment. Except as may be set forth in the Quote or other mutually agreed contract
document, standard terms of payment are cash in full within thirty (30) days of invoice date. All orders are
subject to the approval of the Seller's Credit Department and the Seller may require full or partial payment
in advance, prorated or milestone payments shall become due as shipments or other deliverables are made
or as set in the Quote. If Buyer fails to comply with terms of payment, or otherwise materially breaches,
Seller reserves the right to cancel the unfilled portion of any contractor order, but Buyer shall remain liable
for all unpaid accounts and for any other damages due Seller as a result of Buyer's breach of these Terms.
To the extent allowed under law, Seller may charge the maximum lawful interest rate on past due amounts.
Any expenses associated with collections on past due invoices shall be paid by Buyer. Buyer is responsible
for all sales, use, occupation, excise or similar tax which Seller invoices as a separate line item, unless a
valid tax exemption certificate, acceptable to the appropriate taxing authorities, is provided at time of
order.
a. Goods: Prices listed in the Quote are estimates. Seller reserves the right to modify prices based on
supplier cost changes. Prices are not firm until confirmed by the suppliers at time of shipment.
b. Services: Prices shall be based on the applicable time and material (“T&M”) rate sheet or lump
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Sturtevant, WI 53177
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sum total figure in the Quote.
3. Delivery of Goods and Freight. Delivery shall be made via Seller’s truck when at all possible, with the risk
of loss on Seller until time of delivery. In the case that the Buyer is either out of Seller’s delivery territory
or Buyer requires the material prior to Seller’s delivery date, material will be shipped via the best common
carrier, f.o.b. manufacturer’s facility, where the risk of loss, delay, and damage in transit is on Buyer. Seller
will take commercially reasonable efforts to comply with delivery times. However, Seller may be reliant on
suppliers for deliverables which may limit Seller’s ability to meet requested specific delivery times.
Accordingly, Seller disclaims “time is of the essence”, or other definitive delivery date/time commitments
and will make deliveries as and when Seller is commercially able. Seller will communicate anticipated
delivery timing as it becomes available. Any penalty clause or a liquidated damage provision for failure to
meet shipment are not acceptable unless specifically approved in writing by an officer of the Seller and
included in the Quote.
4. Changes. Seller shall have the right, with the prior approval of Buyer, to make changes in the Goods and to
substitute equivalent Goods where such changes or substitutions are deemed necessary by Seller to
prevent delays in manufacture or delivery or to improve the performance, producibility, stability, control,
utility, maintenance or appearance of the Goods provided that such changes or substitutions shall not
adversely affect the price, time of delivery, or performance of the equipment nor significantly affect its
design, weight or balance. The cost of such changes shall be borne by Seller. Either party shall have the
right to propose changes in the Goods or the Services to the other party prior to delivery provided that no
such change shall be binding on either party until incorporated into a Change Order to this effect, executed
by an authorized representative.
5. Held Orders. For any order held, suspended, delayed or rescheduled at the request of the Buyer, Seller
may, at its sole option:
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a. For Goods: (i) require full or partial payment, based on a prorated portion of the contract price plus
any additional expenses and costs resulting from such a delay, (ii) pass through increases in prices of
Goods when suspension or hold is lifted, and/or (ii) store the Goods at the sole cost and risk of loss of
the Buyer. Payment for such price, expenses and costs, in any such event, shall be due by Buyer within
thirty (30) days from date of Seller’s invoice. Any order so held delayed or rescheduled beyond six (6)
months will be treated as a Buyer termination. In the event of nonpayment or abandoned Goods, Seller
may dispose of any stored Goods for which payment has not been received without any liability to
Buyer. Buyer shall still owe for such storage fees and the contract price.
b. For Services: (i) charge for full or partial payment, based on a prorated portion of the contract price
plus any additional expenses and costs resulting from the delay, including but not limited to
demobilization, remobilization, hotel accommodations, travel expenses, subcontract labor cost
increases, equipment rental charges, and/or (ii) extend the project schedule for additional time to
perform.
6. Titles. The title to and right of possession of the Goods (or any part or portion thereof) furnished by the
Seller shall remain in the Seller and the Goods shall remain personal property until paid for in full, and the
Buyer shall do all acts necessary to perfect and maintain such right and title in the Seller.
7. Warranty. TO THE MAXIMUM EXTENT PERMITTED BY LAW, THIS WARRANTY SHALL BE EXCLUSIVE AND IN
LIEU OF ALL OTHER WARRANTIES, WHETHER STATUTORY, EXPRESS, VERBAL OR IMPLIED (WARRANTIES
OF MERCHANTABILITY AND FITNESS FOR PARTICULAR PURPOSE AND WARRANTIES ARISING FROM
COURSE OF DEALING OR PERFORMANCE OR USAGE OF TRADE ARE HEREBY WAIVED).
a. Goods. Seller shall assign, to the extent able, any warranty of the Goods. For that Warrant Period, the
Goods shall: (i) strictly conform to the description and specifications in the Quote; (ii) are free from
defects in workmanship, materials and design, to the extent designed by Seller; and (iii) be new, unless
mutually agreed otherwise. Continued use or possession of the Goods after the expiration of the
Warranty Period shall be conclusive evidence that the warranty is fulfilled to the full satisfaction of the
Buyer, who agrees thereafter to make no further claim on the Seller.
• Non-excitation Goods: Unless the Quote states differently, the standard Warranty Period shall
be one (1) year from the shipment of the Goods.
• Excitation Goods: The Warranty Period for excitation products shall be effective for a period
of two (2) years. The applicable Warranty Period shall begin after signing of the Certificate of
Commercial Operation (“COCO”) or 90 days after equipment delivery, whichever is first.
• Remedies: If a defect occurs during the Warranty Period, Buyer shall provide prompt written
notice to Seller and as the sole and exclusive remedy, Seller shall repair or replace the Goods,
L & S Electric, Inc.
Onsite Services
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Seller’s factory, unless such defect was caused by an act of Buyer, including but not limited to:
misuse; improper storage, maintenance, installation; unauthorized modification; or
incorporation into other equipment not provided by Seller. All labor-related costs including,
but not limited to: of disassembly, in -and-out charges, and transportation shall be borne by
Buyer. The warranty provides for the supply of replacement hardware due to failure of
components during intended operation. Labor required to replace hardware due to warranty
claims shall be the responsibility of the Buyer. Costs associated with materials being damaged
due to improper field installation, where installations were not performed by Seller, shall not
be the responsibility of Seller.
• Return of Goods. No Goods shall be returned to the Seller without written authorization and
shipping instructions first having been obtained from the Seller under a warranty claim or due
to non-conforming goods. In event of non-conforming Goods, Buyer must provide written
notice to Seller within seven (7) days of delivery, and to the extent applicable, Seller shall pass
through the remedies of the original equipment manufacturer.
b. Services. Unless the Quote states differently, if Services are provided by Seller, Buyer shall, at the time
of the completed Services review the work. If Buyer feels that the Services do not conform to the
specifications and description in the Quote, Buyer must provide written notice to Seller to allow Seller
to cure by repairing, reperforming, correcting, or replacing work that fails to conform to these
warranties, including without limitation the removal of any non -conforming Services. Any Services
not rejected within three (3) business days after completion shall be deemed accepted.
Force Majeure. The Seller will not be considered to be in default or in breach of its obligations for any delay or
failure in performance under these Terms resulting from circumstances reasonably beyond the control of
Seller, including but not limited to: any act of God, weather delays or nature, act of civil or military authority,
embargo, public enemy, or other governmental act, regulation or request, fire, flood, epidemic, pandemic,
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8. casualties or accident, strike, slowdown or other labor difficulty, industry wide supply chain delays, delays
in transportation and shortage of cars, fuel, power, labor or materials, war, riot or any other delay beyond
Seller’s control that affects its ability to perform hereunder. In the event of such delay, the date of delivery
and/or performance will be extended for a period equal to the time lost because of the delay. No term or
condition of any Purchase Order will modify or nullify this provision. Seller shall provide written notice to
Buyer within a reasonable time of the event giving rise to the claim. Seller shall exercise commercially
reasonable efforts to mitigate and communicate with Buyer.
9. CONSEQUENTIAL DAMAGES. NEITHER PARTY SHALL BE LIABLE TO THE OTHER PARTY UNDER THESE TERMS,
WHETHER DUE TO BREACH OF CONTRACT, TORT, NEGLIGENCE, WARRANTY, STRICT LIABILITY OR
OTHERWISE FOR ANY SPECIAL, INDIRECT OR CONSEQUENTIAL LOSS OR DAMAGE WHETHER OR NOT SUCH
LOSS OR DAMAGE IS CAUSED BY THE FAULT OR NEGLIGENCE OF SUCH PARTY, ITS EMPLOYEES, AGENTS OR
SUBCONTRACTORS, INCLUDING WITHOUT LIMITATION LOSS OF PROFITS OR REVENUE, COST OF CAPITAL,
LOSS OF USE OF EQUIPMENT OR FACILITIES, COST OF PURCHASED OR REPLACEMENT POWER OR CLAIMS
OF CUSTOMERS DUE TO LOSS OF SERVICE, OR LOSS OF ANTICIPATED BUSINESS SUFFERED OR INCURRED
BY THE OTHER PARTY.
10. LIMITATION OF LIABILITY. NOTWITHSTANDING ANYTHING TO THE CONTRARY HEREIN OR ELSEWHERE,
WHERE SELLER’S LIABILITY HAS NOT OTHERWISE BEEN LIMITED AND TO THE EXTENT ALLOWED UNDER
THE LAW, SELLER’S TOTAL AGGREGATE LIABILITY TO THE OTHER PARTY, OR ANY INDIVIDUAL OR ENTITY
CLAIMING THROUGH SUCH PARTY, FOR ANY CLAIM OF ANY KIND, REGARDLESS OF THE FORM OF ACTION,
INCLUDING BUT NOT LIMITED TO NEGLIGENCE, ESTOPPEL, COMMON LAW, TORT, CONTRACT, OR STRICT
LIABILITY, IN EQUITY, OR ANY OTHER THEORY, ARISING OUT OF, RESULTING FROM OR RELATING TO THESE
TERMS, INCLUDING ANY MAINTENANCE ORDERS, SHALL NOT EXCEED THE SUM OF THE FEES ACTUALLY
PAID BY THE BUYER TO SELLER UNDER THE APPLICABLE PURCHASE ORDER GIVING RISE TO THE CLAIM.
11. Mutual Indemnification. Each party (“Indemnifying Party”) shall indemnify, defend and hold harmless the
other party, its officers, agents, subcontractors, (“Indemnified Parties”) from any and all third-party claims,
losses, expenses, costs, or damage of any kind allowed under these Terms, including reasonable outside
attorneys' fees, (“Claims”), which are caused by the sole and exclusive fault of the Indemnifying Party or
by another for which it is responsible. Buyer shall indemnify Seller as to any claims, losses, expenses, costs,
or damage of any kind allowed under these Terms related to or resulting from Buyer’s drawings,
specifications, designs, uses of Goods provided hereunder, and any patent or intellectual property
infringement arising therefrom.
12. Termination. Either Party may terminate these Terms or the Purchase Order, in whole or in part, for cause
as of the date specified in a termination notice if the other Party: (a) files for bankruptcy; (b) breaches any
other material obligation under these Terms and fails to take action to cure any such breach within ten
(10) calendar days after receipt of written notification of any such breach. Either Party may terminate these
Terms or the Purchase Order for convenience, in whole or in part, at any time by giving the other party at
least thirty (30) days prior written notice of the termination date. In event of termination, Buyer shall
make payment to the Seller for all work performed and in progress prior to the date of termination as a
prorated portion of the contract price, plus reasonable wrap -up costs, including cancellation fees and
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restocking charges.
13. Confidential Information. “Confidential Information” means all information whether of a technical,
business, financial or other nature (including, without limitation, trade secrets, know-how and information
relating to the technology, customers, business plan, copyrights, trademarks, patents, promotional and
marketing activities, finances and other business affairs) that is or may be disclosed or imparted by one
party (“Disclosing Party”) to
the other (“Receiving Party”), whether or not marked “confidential”, including both the existence and
content of discussions between the parties with respect to a potential or actual business transaction or
relationship as well as these Terms. Confidential Information may be in any written format, including an
email and electronic media, or orally. The Receiving Party shall protect the Confidential Information of the
Disclosing Party to the extent it would protect its own confidential information, but in no event not less
than a commercially reasonable standard of care. This provision shall not apply to any information which
is (i) now or becomes generally available to the public in the future, other than through acts or omissions
of the Receiving Party or its Representatives in violation of these Terms, (ii) lawfully obtained by the
Receiving Party from sources independent of Disclosing Party without receiving Party’s knowledge of the
information being governed by a confidentiality agreement or obtained under a legal or fiduciary
obligation, or (iii) independently developed by the Receiving Party or the Receiving Party’s Representatives
without reference to the Confidential Information of the Disclosing Party. The fact that information
included in the Confidential Information is or becomes otherwise available to the Receiving Party or its
Representatives under clauses (i) through (iii) above shall not relieve the Receiving Party or its
Representatives of the prohibitions of the confidentiality provisions of these Terms respect to the balance
of the Confidential Information. If disclosure is requested under law, immediate written notice shall be
provided to the Disclosing Party to allow time to seek an injunction or other protective measures, should
they desire.
Buyer Provided Documentation. Buyer is to provide all necessary project related information prior to the
project award per the Quote consistent with the mutually agreed upon schedule. Buyer is to verify the
accuracy of the provided information prior to submitting it to Seller. Any discrepancies between the Buyer-
supplied documentation and/or variations in actual site conditions from those indicated in the Buyer-supplied
documentation as discovered during the project phase, may result in additional charges applicable via duly
executed change order(s). If the Buyer supplied drawings are not verified by Seller, any design and/or drawing
updates associated with said are done at the Buyer’s risk, Seller shall not be responsible for any
discrepancies. Seller is available to provide services on a time and materials (“T&M”) basis to help verify and
update the
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14. documentation. Buyer shall indemnify Seller as to any losses related to or resulting from Buyer’s drawings,
specifications, designs, product uses, and any patent or intellectual property infringement arising
therefrom.
15. Buyer Project Support. Buyer is to provide knowledgeable operations, electrical and mechanical personnel
familiar with site conditions to assist Seller’s personnel during data collection site visits and project
commissioning as stated in the Quote. Additional charges may result if the appropriate Buyer personnel
are not available. System delays/waiting time and or weather delays, not due to Seller’s equipment, should
be reasonable and may result in additional charges.
16. Intellectual Property. All Confidential Information, proprietary knowledge, trade secrets, business
knowhow, copyrights, and other intellectual property rights owned by a party prior to this Purchase Order
or created outside of this Purchase Order, shall be held and solely owned by that party (“Background
Intellectual Property”). Either party may use the Background Intellectual Property of the other party only
to the extent required to perform hereunder. To the extent that Background Intellectual Property is
necessary to reap the benefits of this agreement, a party shall give the other party a worldwide, non -
exclusive, fully paid, perpetual, non -transferable license as to the necessary Background Intellectual
Property for the sole and limited purpose that the party can use the Goods as contemplated hereunder.
Upon final and full payment of the purchase price, Seller hereby assigns to Buyer, to the extent able,
licenses to the embedded software in the Goods, which are owned by a third party and licensed to Seller
in connection with the Goods, subject to all end user licensing agreements of the third party.
a. PLC Programming Source Code. To the extent applicable, Seller clarifies that the PLC programing source
code of the governor and/or excitation control systems (“Software”) is noncommercial software that
has been developed by Seller at private expense and shall not be deemed to have been produced
under work produced for the equipment included in this quotation and is Seller’s Background
Intellectual Property. The Software, including modifications of the Software, is restricted Software,
developed at private expense and is trade secret, which is confidential, privileged and proprietary to
Seller as Seller’s Background Intellectual Property. Software is being provided under restricted rights
licenses. The Software delivered under these Terms may not be used, reproduced, or disclosed by
Buyer except as follows. The Software may only be:
• Used or copied for use with the governor and/or excitation control system for which it was
acquired;
• Used or copied for use with a backup processor if the processor on which it was installed is
inoperative;
• Reproduced for safekeeping (archives) or backup purposes;
• Modified, adapted, or combined with other processor software, provided that the modified,
adapted, or combined portions of the derivative Software incorporating any of the delivered,
L & S Electric, Inc.
Onsite Services
10200 Durand Avenue
Sturtevant, WI 53177
Page 8 of 8
www.lselectric.com
processor Software shall be subject to same restrictions set forth in these Terms;
• Disclosed to and reproduced for use by support service contractors or their subcontractors,
subject to the same restrictions set forth in these Terms (except that this limitation will not
apply if Seller no longer supports such Software); and
• Used or copied for use with a replacement processor.
b. Third Party software. Notwithstanding any other provision in these Terms or any Purchase Order, the
Buyer shall have only restricted rights in the Software required to be delivered or otherwise provided
to the Buyer under these Terms. Ownership of all other software, which is not Seller’s Background
Intellectual Property and owned by another third party, which Seller is required to be delivered or
otherwise provided to the Buyer under these Terms, will reside with the applicable third party, upon
Buyer agreeing to the end user licensing agreement of the third-party software provider.
17. Successors and Assigns. These Terms shall inure to the benefit of and be binding upon the successors and
permitted assigns of the parties. Either party may assign with the written permission of the other party,
which may be withheld for any reason.
Governing Law. All Purchase Orders shall be governed by and construed according to the laws of the
State of Wisconsin.
Quote QUO86713
KURZ INDUSTRIAL SOLUTIONS
15755 W. Rogers Drive
New Berlin WI 53151
United States
(800) 776-3629
Quoted Date Expiration Date
8/6/2026 9/5/2026
Please refer to the above quote number when placing order. Prices are subject to manufacturers' published price increase. We reserve the right
to correct clerical errors.
QUO86713
1 of 1
Bill To Ship To
CITY OF PESHTIGO
331 FRENCH ST
Peshtigo WI 54157
United States
CITY OF PESHTIGO
331 FRENCH ST
Peshtigo WI 54157
United States
Requested By RFQ# Sales Rep Quoted By
RICH SPARKS ODE BEARING & SEAL
REPLACEMENT
Adam Timm Erica Sennott
Description QTY Total
Onsite opposite driven end bearing & seal replacement on one Gardner Denver Multi Stage Blower
Lead time: ARO 2 weeks
2 days onsite
1 $12,612.00
Rotating Apparatus Co will provide the following detailed services onsite.
Work scope includes: Mobilize and demobilize equipment and personnel to and from the job site.
Provide a full vibration analysis of blower before and after the bearings are changed.
Lock out and tag out all energy sources. Document the as found shaft runouts and motor to blower alignment.
Disconnect blowers mechanically and partially disassemble. Remove opposite drive end oil chamber, seals and bearing,
Clean and inspect all parts and polish bearing housing and shaft fits.
Measure all bearing and seal surfaces that are accessible.
Supply and install new OEM seal kit and bearing in the Opposite driven end. Supply Bearing components for the driven end for future use as needed. ( The bearing kit cant be purchased for one
bearing it comes as a kit for the whole blower / 2 bearings and misc components.
Supply and install new OEM oil to the proper level in oil chamber. Reassemble blower complete.
Document as left runout on output shaft, install and assemble coupling.
Laser align motor to blower using existing as found offsets.
Follow all OSHA Safety Rules and site-specific regulations.
Rotating Apparatus Co. wishes to highlight the following regarding this proposal.
A. All testing and inspection to be performed per the ANSI, EASA and or IEEE standards.
B. Any unexpected repairs and parts not described in the above work scope are not included in this quotation. Any such
items will be documented and presented for customer review and approval before additional work is to proceed.
Thank you for the opportunity to quote your requirements. Should you have any questions or need any additional
information, please reply to this email quote or contact me at 262.770.1811.
Doug Junion | On-Site Manager | Rotating Apparatus Co. | djunion@kurz.com
1-262-770-1811 www.rotateco.com
Tax Total $0.00
Total $12,612.00
Source: City of Peshtigo website. First collected Oct 9, 2026.