Water, Sewer and Solid Waste Committee — Fayetteville, AR
Date: 2026-06-09
Time: 17:30

Water, Sewer, and Solid Waste Committee
 9 June 2026
 5:30 P.M. City Hall Room 101
 (Or immediately following City Council Agenda Session)

Committee: Council Member Teresa Turk, Council Member Mike Wiederkehr, Council
 Member Scott Berna, Council D’Andre Jones

Copy to: Mayor Molly Rawn, Keith Macedo, Steve Dotson, Jennifer Walker, Kara Paxton,
 Kit Williams, Chris Brown, Alan Pugh, Jonathan Curth, Terry Gulley, Peter
 Nierengarten, Brian Pugh, Corey Granderson, Drake Vinyard, Aaron Watkins,
 Cody Ashworth, Scott Murphy, Brian Rowland

From: Tim Nyander, Utilities Director
______________________________________________________________________

CALL TO ORDER

UPDATES

PRESENTATIONS:

1. Overview of May’s Water & Sewer Operations
Tim Nyander – Utilities Director

2. Overview of May’s WRRF Monthly Operations
Scott Murphy – WRRF Project Manager, Inframark


NEW BUSINESS:

3. Easement Condemnations for South School Waterline Project
The South School Waterline Bottleneck project will upgrade a section of existing 8-inch diameter
waterline to 12-inch diameter. The waterline is along South School Avenue from approximately
West Hops Drive to Sunrise Mountain Road, in the general vicinity of the Fulbright Expressway
Interchange.

The majority of the necessary easements have been negotiated and acquired, however there
are a few remaining that may need orders of possession for the project to proceed with bidding
this summer. Up-to-date status and details will be presented to the committee.

STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL WITH A
RECOMMENDATION FOR APPROVAL




1
PRESENTATIONS

ATTACHMENTS
May’s Water & Sewer Operations Report
May’s WRRF Report




ADJOURN
Next Water, Sewer, Solid Waste Committee meets on
Tuesday, July 14th, 2026, at 5:30 p.m.




 2
WATER/SEWER/METER
OPERATIONS REPORT
 MAY 2026
 MONTHLY STATISTICS
• 68 – WATER DISTRIBUTION SYSTEM WORK ORDERS COMPLETED
• 96 – POLYETHENE WATER SERVICE LINES REPLACED
• 32 – FIRE HYDRANTS REPAIRED
• 20 – NEW SERVICE TAPS
• 56,372 FEET – SEWER MAINS WASHED/JETTED
• 4,206 FEET – SEWER MAINS INSPECTED VIA CCTV
• 1 – POINT REPAIR ON A SEWER MAIN
• 69 – TOTAL AFTER-HOURS CALLS
 YEAR-TO-DATE STATISTICS
• 296 – WATER DISTRIBUTION SYSTEM WORK ORDERS COMPLETED
• 410 – POLYETHYLENE WATER SERVICE LINES REPLACED
• 135 – FIRE HYDRANTS REPAIRED
• 98 – NEW SERVICE TAPS
• 44,045 FEET – SEWER MAINS INSPECTED VIA CCTV
• 244,144 FEET – SEWER MAINS WASHED/JETTED
• 35 – POINT REPAIRS ON SEWER MAINS
• 34,526 – TOTAL CELLULAR METERS ACTIVE IN SYSTEM
 AN UPDATE ON PROJECTS
• WE CONTINUE TO REPLACE POLYETHYLENE WATER SERVICE LINES IN THE CLIFFS APARTMENTS
  NEAR NORTH CROSSOVER ROAD. THIS PROJECT WILL TAKE SEVERAL MONTHS, BUT SEVERAL
  BUILDINGS HAVE ALREADY BEEN COMPLETED.
• ADDITIONALLY, CREWS ARE ACTIVELY WORKING ON THE EAST ROCKWOOD TRAIL WATER
  MAIN REPLACEMENT. 220 FEET OF NEW MAIN HAS ALREADY BEEN INSTALLED, WITH 3 SERVICE
  TAPS COMPLETED (THESE WILL NOT BE TIED INTO THE CUSTOMERS EXISTING PLUMBING AND
  TURNED ON UNTIL FURTHER INTO THE PROJECT. CUSTOMERS ARE STILL TIED TO THE EXISTING
  MAIN). TRAFFIC CONTROL MEASURES ARE IN PLACE.
 REPLACING
SERVICE LINES
AT THE CLIFFS
APARTMENTS
ROCKWOOD
TRAIL WATER
MAIN
REPLACEMENT
NO BAD DAYS!!!!
Inframark Monthly Report

 May 2026
2




 Table of Contents

 Contents
 Inframark Monthly Report .............................................................................................. 1
 May 2026 ...................................................................................................................... 1
 Executive Summary....................................................................................................... 3
 Compliance .................................................................................................................. 4
 Financial ...................................................................................................................... 5
 Operations ................................................................................................................... 6
 Maintenance ................................................................................................................ 8
 Pretreatment .............................................................................................................. 11
 Biosolids Management ................................................................................................ 12
 Woolsey Wet Prairie .................................................................................................... 13
 Appendix .................................................................................................................... 14




 2|Page
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 Executive Summary

 1. Operations:
  Basins levels are down despite significant rainfall
  ADEQ Inspection at Westside
  Dr. Sumia Parveen Ph.D. added to the Inframark team in Fayetteville

 2. Maintenance:
  Multiple pump failures at LS22 resulting in several sanitary sewer overflows
  Large number of SCADA improvements
  RAS pumps at Noland continue to fail due to excessive debris
  Modifications to the second jet aerator have been completed

 3. Woolsey Wet Prairie:
  Expanded spot spraying for the month of May
  A second employee for the summer months has started and is currently
 helping to manage vegetation

 4. BMS:
  Grass growth rate is very high due to frequent rainfall
  Wet weather limited the application of water treatment residuals
  Limited hay production for May due to weather

 5. Training:
  AED/first aid
  Arc Flash

 6. Industrial Pretreatment:
  Approximately $102,000 in surcharges
  Completed compliance sampling at Con Agra
  On-going sampling for headwork loading assessment

 7. Financial:
  Project is approximately $160,000 under budget for the year




 3|Page
4




 Compliance

 Paul R Noland:
 The Paul R Noland facility achieved perfect permit compliance for May 2026

 Westside:
 The Westside facility achieved perfect permit compliance for May 2026

 Biosolids Management Site (BMS):
 No effluent from Noland has been used to irrigate at BMS due to sufficient rainfall

 Sanitary Sewer Overﬂows (SSOs):
 Two (3) Sanitary Sewer Overﬂows occurred in May 2026

 1- 9450 gallons May 6, 2026 at Owl Creek Lift-station (LS22) due to pump
 failure during a severe storm
 2- 26550 gallons May 11, 2026 at Owl Creek Lift-station (LS22) due to
 debris damaging the one remaining electric pump
 3- 21000 gallons May 11, 2026 Owl Creek Lift-station (LS22) due to
 failure of the rental pump




 4|Page
5




 Financial
 The Project continues to be well under budget for the Maintenance account and slightly
 over budget on the Chemical account. Overall, the project is approximately $160,000
 under budget so far for the year.
 Cap Summary as of May 2026
 Contract % of
 YTD Spend
 Cap Type Project Site Monthly Budget Monthly Expenses Annual Budget YTD Expenses YTD Balance Months Contract
 %
 Passed Year
 Maintenance FAYETV $ 28,998.83 $ 17,350.31 $ 347,986.01 $ 110,462.66 $ 34,531.49 5 42% 32%
 Maintenance FYTNLD $ 61,923.31 $ 23,902.76 $ 743,079.72 $ 186,283.86 $ 123,332.69 5 42% 25%
 Maintenance FYTWSD $ 17,413.59 $ 10,165.54 $ 208,963.11 $ 36,514.14 $ 50,553.81 5 42% 17%
 Maintenance FYTLAB $ 8,169.04 $ - $ 98,028.42 $ 531.00 $ 40,314.20 5 42% 1%
 Maintenance FYTLSM $ 12,661.89 $ 14,947.73 $ 151,942.74 $ 100,176.25 $ (36,866.80) 5 42% 66%
 Total M&R $ 129,166.66 $ 66,366.34 $ 1,550,000.00 $ 433,967.91 $ 211,865.39 5 42% 28%
 Chemical FAYETV $ 8,419.02 $ - $ 101,028.20 $ - $ 42,095.10 5 42% 0%
 Chemical FYTNLD $ 17,977.74 $ 14,556.44 $ 215,732.82 $ 190,402.73 $ (100,514.03) 5 42% 88%
 Chemical FYTWSD $ 5,055.56 $ 8,928.41 $ 60,666.71 $ 40,608.79 $ (15,330.99) 5 42% 67%
 Chemical FYTLAB $ 2,371.66 $ - $ 28,459.86 $ - $ 11,858.30 5 42% 0%
 Chemical FYTLSM $ 3,676.03 $ - $ 44,112.41 $ 18,380.15 5 42% 0%
 Total Chemical $ 37,500.01 $ 23,484.85 $ 450,000.00 $ 231,011.52 $ (43,511.47) 5 42% 51%


 Notable Expenses:

 1- $29,060.79 Oxygen
 2- $11,834.16 polymer for sludge dewatering
 3- $9590.83 repair pump for LS22
 4- $4199.51 replace hydraulic control value on BMS tractor
 5- $3286.06 repair generator at LS58




 5|Page
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 Operations

 Despite signiﬁcant rainfall in
 May, staff managed inﬂuent and
 effluent basin levels at Noland
 by adjusting process ﬂow
 through the plant. The team
 treated 221 million gallons of
 wastewater during the month
 and were able to draw down
 basin levels by over 3ft.




 The West Side facility underwent its ADEQ evaluation
 on May 21. William Cody (ADEQ Inspector) found no
 operational or maintenance non-compliance. He
 commented that Inframark has done “Exceptional
 work to maintain compliance with the NPDES
 individual permit. The facility is clean, well-
 maintained, and run by adequately licensed
 operators.”




 6|Page
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 Noland RAS pumps



 A constant problem at Noland is the
 frequency of RAS pump failure or loss of
 performance due to rags and debris. Staff
 constantly monitor and correct the RAS
 rates to compensate for the reduced
 performance of the pumps. Periodically
 the pumps must removed and serviced to
 maintain function. In late May, both RAS
 pumps on Aeration Basin 2 failed, resulting
 in “emergency action” to pull the pumps
 and clear the blockages.



 A crane was called to Noland, and both pumps
 were removed from the basin to facilitate repair.
 Each pump was disassembled on top of the
 basin and debris was removed from the volutes
 and impellors while the crane waited to ensure
 the pumps could be returned to service as
 quickly as possible.




 7|Page
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 Maintenance
 May Activity Totals: 938 Total Work Orders
 60 Safety Work Orders
 22 Call outs




 SCADA

 Our SCADA team has been busy upgrading many of the lift
 stations to increase reliability. Four lift-stations had the old
 “bubbler” systems for monitoring wet level. All of these
 have been removed, and new pressure transducers have
 been installed. Four more lift-stations have been moved
 over to wireless modems replacing the old, unreliable RTUs
 (Radio Telemetry Units). The radios have been removed
 from Gully Road and Canterbury water towers and replaced
 with more reliable cellular modems. The calculated tank
 level issue at W31 has also been corrected.

 Lastly, the team has been working through hundreds of lift-
 station nuisance alarms. This time last year, we were
 responding to approximately 40 call outs per month. With
 our recent hardware improvements, we have reduced the
 number of call-outs in May to only 4.




 8|Page
9




 Ozone Update

 After the ozone destruct units were replaced in early February, there have been no
 employee complaints or exposures to ozone gas. Ambient ozone levels average well below
 1.0 PPM (Part Per Million) and only increase marginally during filter cell backwash cycles.
 All protective barriers around the
 perimeter of the ozone disinfection skid
 have been removed as well as the
 warning signage at the plant entrance.
 Employees are no longer required to
 wear personal ozone monitors except as
 a precautionary measure if they are
 working on top of the ozone skid. The
 windsock was also replaced in May to
 better visualize prevailing winds in the
 area. Lastly our average response time
 for an ozone malfunction is now less
 than 15 minutes compared to last year when the ambient ozone levels were so high that
 staff had to wait 24hrs to service equipment without needing to wear a full SCBA.



 LS-22 Update

 We are pleased to report that
 Pump 1 has been successfully
 reinstalled and is functioning
 effectively. The backup pump
 remains on-site until Pump 2 is
 returned and reinstalled. We
 expect Pump 2 to be back from
 the shop sometime next week.




 9|Page
10




 Noland Aeration Motor Control Center



 The breaker supplying power to one of the
 critical aeration sections at Noland failed
 resulting in critically low levels of dissolved
 oxygen in Aeration Basin 1. Maintenace
 staff and Safety personnel immediately
 responded and replaced the breaker while
 the cabinet was energized. Once the
 breaker was changed, power was restored
 and the dissovled oxygen levels returned to
 normal levels.




 Since the breaker is obsolete and no
 longer available, an older breaker recovered
 from an out-of-service MCC was used as a
 direct replacement.




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 Pretreatment
 For the month of May, surcharges for Tyson have increased from the previous month.

 Industrial Surcharges



 Industry Flow (MG) TSS (MG/L) BOD (MG/L) Surcharge
 Tyson Foods Inc. 3.47 2094.13 1794.13 $69,824.26
 Hiland Dairy 2.86 1845 1545 $31,880.34
 Total: $101,704.60




 Septic Charges
 Influent Organic
 Hauler Loads Charges
 BOD
 Loading Loading
 AR Portables 28 $1,400
 Elkins BOD Lbs. % of Design
 Best Jet 11 $550 Jan-26 16,475 55.5
 Advanced 13,168 44.4
 Feb-26
 Septic 24 $1,200
 Mar-26 17,001 57.3
 ABC Quick
 Pump 8 $400 April-26 13,728 46.3
 May-26 21,512 72.5
 Consider It
 Clean 24 $1,200

 Total $4,750




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 Biosolids Management
 Weather reduced the available WTR spreading days for May. Hay and fertilizer sales
 continued to lag. Grass growth has been excellent, however, frequent rainfall has made
 cutting, drying, and baling difficult.

 Water Treatment Residuals, Hay, and Fertilizer Sales:

 May-26 Tons Revenue
 Fertilizer 0 0
 Hay 48.82 $1,952.80
 WTR 50.02 $1,625.66


 Totals 98.84 $3,578.46




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 Woolsey Wet Prairie
 We are pleased to announce the
 successful onboarding of two
 exceptional interns, Erin
 Funkhouser and Olivia Shuff, who
 have made signiﬁcant
 contributions to our team.
 Throughout the month of May
 they have dedicated their efforts
 to the application of herbicides
 aimed at managing invasive
 species that have historically
 posed challenges within Woolsey.
 In addition to their work on
 invasive plant management, Erin
 and Olivia have maintained the
 trails allowing easier access for
 both the public and our Woolsey
 tour guests.




 Maintenance:

 37 gallons Pasture Guard applied to paths and the border adjacent to South Broyles
 5 gallons Pasture Guard applied to individual plants in cells: W1, W2, GL, E4, E5
 4 gallons Pasture Guard applied to individual plants in cells: E1, E2, and E3
 20 gallons of Pasture Guard applied to Southwest border by solar panels
 Hand pulled Queen Ann’s Lace from cell W2




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 Appendix
 Inframark Process and Compliance Monthly Report
 Meeting Date: May 2026 Project: Fayetteville, AR
 Report Date: 06/04/26 Facility: Noland WRRF



 Permit Compliance

 Monthly Monthly Percent Weekly Actual
 Parameter Comments
 Actual Limit Available
 White River Flow, MGD 7.13 7.30

 Effluent D.O., mg/L 16.98 7.70 120 16.33

 Effluent pH max, S.U. 7.6 9.0 15 7.40

 Effluent pH min, S.U. 7.1 6.0 19 7.34

 Effluent Fecal Coliform, MPN 9 200 95 20.22

 Effluent Ammonia, mg/L 0.06 2.1 97 0.06

 Effluent Ammonia, lbs./ day 3.5 221 98 3.78

 Effluent T-Phos, mg/L 0.24 1.0 76 0.11

 Effluent T-Phos, lbs./ day 13.87 105 87 6.64

 Effluent CBOD, mg/L 3.1 7.5 59 3.37

 Effluent CBOD, lbs./ day 189 788 76 209.62

 Effluent TSS, mg/L 1.4 5.0 72 1.53

 Effluent TSS, lbs./ day 81 525 85 95.63

 Effluent TDS, mg/L 317 500 37

 Effluent TDS, lbs./ day 19,796 52,542 62

 Effluent Sulfate, mg/L 51 119 57

 Effluent Sulfate, lbs./ day 3,360 12,505 73

 Effluent Nitrates, mg/L 3.6 Report

 Effluent Nitrates, lbs./ day 237 Report

 Influent Parameters Value Comments
 Influent Flow, MGD 5.97

 Influent BOD, lbs./ day 21,512

 Influent TSS, lbs./ day 15,383

 Influent Ammonia, lbs./ day 892

 Influent T-Phos, lbs./ day 231




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 Inframark Process and Compliance Monthly Report

 Meeting Date: May 2026 Project: Fayetteville, AR Report Date: 06/04/26 Facility: West
 Side WWRF



 Attending:

 Permit Compliance

 Monthly Monthly Percent Weekly
 Parameter Actual Limit Available Actual Comments

 GC Discharge, MGD 55.12 184.62

 Effluent D.O., mg/L 9.20 7.70 19.48 9.50

 Effluent pH, min. S.U. 7.23 6.00 20.50 7.11

 Effluent pH, max. S.U. 7.36 9.00 18.22 7.11

 Effluent Fecal Coliform, MPN 16.60 200.00 91.70 96.50

 Effluent CBOD, mg/L 2.47 10.00 75.33 2.00

 Effluent CBOD, lbs./ day 326.40 834.00 60.86 231.90

 Effluent TSS, mg/L 1.00 10.00 90.00 1.00

 Effluent TSS, lbs./ day 134.13 834.00 83.92 115.90

 Effluent Ammonia, mg/L 0.09 1.60 94.69 0.38

 Effluent Ammonia, lbs./ day 11.83 133.40 91.14 44.10

 Effluent T-Phos, mg/L 0.13 1.00 87.00 0.08

 Effluent T-Phos, lbs./ day 17.83 83.40 78.62 9.83

 Effluent Nitrate, mg/L 2.73 Possible Permit Limit Pending

 Inﬂuent Parameters Value Comments
 Influent Flow, MGD 8.6

 Influent BOD lbs./ day 10,054.3

 Influent TSS lbs./ day 10,092.1

 Influent Ammonia lbs./ day 1,362.1

 Influent T-Phos, lbs./ day 250.4




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FAYETTEVILLE/ WEST SIDE WWTP
H93M-W797-EE1
Inspector: William Cody
Start Date: 05/20/2026 Completed Date: 05/22/2026

WTR - Compliance Evaluation (Individual NPDES)
Site Information
  1. Evaluation Start Date 5/21/2026

  2. Evaluation Start Time 7:36 AM

  3. AFIN 72-01033

  4. Permit # AR0050288

  5. Permit Effective Date 1/01/2026

  6. Permit Expiration Date 12/31/2030

  7. County Washington

  8. GPS Coordinates 36.0633620, -94.232835

  9. Facility Name
 FAYETTEVILLE/ WEST SIDE WWTP

  10. Physical Address
 15 S BROYLES AVE, FAYETTEVILLE, AR 72704

  11. Facility City FAYETTEVILLE

  12. Name of Receiving Stream Goose Creek

  13. Is this a Joint Evaluation with EPA? Yes No
  14. Did the Responsible Official Participate in the Evaluation? Yes No
  15. Were there any Additional Participants Present During the Yes No
  Evaluation?
Responsible Official
  Responsible Official Contact Information

  1. Name Mayor Molly Rawn

  2. Title Mayor

  3. Is this the Current Responsible Official? Yes No

  4. Legal Name City of Fayetteville

  5. Mailing Address 113 W. Mountain Street

  6. Phone (479) 575-8330




5/22/2026 11:32 AM Question/Section triggered based on another answer 1



 SEEK Watermark
FAYETTEVILLE/ WEST SIDE WWTP
H93M-W797-EE1
Inspector: William Cody
Start Date: 05/20/2026 Completed Date: 05/22/2026

Responsible Official
  7. Email
 Mayor@fayetteville-ar.gov

  8. Was the Responsible Official Contacted During the Evaluation? Yes No
 Evaluation Participants (1)
  1. Name Scott Murphy

  2. Company Name Inframark

  3. Title Project Manager

  4. Phone (912) 281-4186

  5. E-Mail
 scott.murphy@inframark.com

 Evaluation Participants (2)
  1. Name Thomas Meunier

  2. Company Name Inframark

  3. Title Operations Supervisor

  4. Phone

  5. E-Mail

 Evaluation Participants (3)
  1. Name Jon Vickery

  2. Company Name DEQ

  3. Title Inspector II

  4. Phone (501) 837-2094

  5. E-Mail Jon.Vickery@arkansas.gov

Outfall Information (1)
  1. Outfall Number 1

  2. Outfall Coordinates 36.061417, -94.236833

  3. Is this Outfall Permitted? Yes No

  4. What is the Flow (MGD) at Outfall? 8.27




5/22/2026 11:32 AM Question/Section triggered based on another answer 2
FAYETTEVILLE/ WEST SIDE WWTP
H93M-W797-EE1
Inspector: William Cody
Start Date: 05/20/2026 Completed Date: 05/22/2026

Outfall Information (1)
  5. Date of Flow Reading 5/21/2026

  6. Time of Flow Reading 9:05 AM

  7. Are there Any Outfall Non-Compliance Items Identified? Yes No NA
Record Keeping and Reporting Evaluation
  1. Are Records and Reports being Maintained at the Time of the Yes No NA
  Evaluation?
  2. Are there Any Record Keeping or Reporting Non-Compliance Yes No NA
  Items Identified?

 Comments:
 The facility retains digital and physical records for the previous three years. Records reviewed during the
 evaluation included daily effluent flow records and monthly effluent benchmark data, dating back to
 September 2023. The facility uses the WIMS online system for record retention - no items of non-
 compliance were identified.




5/22/2026 11:32 AM Question/Section triggered based on another answer 3



 SEEK Watermark
FAYETTEVILLE/ WEST SIDE WWTP
H93M-W797-EE1
Inspector: William Cody
Start Date: 05/20/2026 Completed Date: 05/22/2026

Operation and Maintenance
  1. Is the Treatment Facility Being Properly Operated and Yes No NA
  Maintained?

 Comments:
 Inframark ensures the facility is well-maintained and in adequate operating conditions. One bar screen is
 down for maintenance but is not hindering headworks operations. A new grit auger was installed roughly
 four (4) months ago after the original deteriorated to inoperable conditions. All submersible mixers in the
 anoxic zone were repaired or replaced roughly three (3) months ago. The facility additionally operates
 secondary treatment with a modified oxidation ditch. Two of four oxidation ditches are in service - two are
 maintained on standby and are switched online once per year to keep all oxidation ditches in operational
 rotation. Secondary clarifiers appear in adequate condition - there is evidence of algae build-up on and
 around the v-notch weirs. The algae is scrubbed and/or pressure washed every two weeks in attempt to
 keep the algae down. There are plans in the next fiscal year to have the clarifier liners replaced. Various
 minor cracking is observed on concrete structures throughout the facility - there is evidence showing that
 some areas of cracking have been repaired. Mr. Scott Murphy is well-knowledgeable in understanding
 when to remediate cracking based on its severity, and the sustainable, long-term methods to remediate
 cracks. No leaks or seepages were observed in any concrete structure. There are no items of non-
 compliance throughout the remainder of the treatment process.

 Photo Taken: 05/21/2026 08:14:00 AM
 GPS Latitude: 36.064147
 GPS Longitude: -94.233763
 GPS Altitude: 377.750000 meters
 Photo Comment: Photo 1: Headworks building with one
 bar screen out for maintenance.




 Photo Taken: 05/21/2026 08:15:00 AM
 GPS Latitude: 36.064133
 GPS Longitude: -94.233872
 GPS Altitude: 374.960000 meters
 Photo Comment: Photo 2: Location where the grit auger
 has been recently replaced.




5/22/2026 11:32 AM Question/Section triggered based on another answer 4



 SEEK Watermark
FAYETTEVILLE/ WEST SIDE WWTP
H93M-W797-EE1
Inspector: William Cody
Start Date: 05/20/2026 Completed Date: 05/22/2026

Operation and Maintenance
 Photo Taken: 05/21/2026 08:30:00 AM
 GPS Latitude: 36.062397
 GPS Longitude: -94.230422
 Photo Comment: Photo 3: Anoxic zone.




 Photo Taken: 05/21/2026 08:33:00 AM
 GPS Latitude: 36.062908
 GPS Longitude: -94.233200
 GPS Altitude: 380.510000 meters
 Photo Comment: Photo 4: Oxidation ditch.




 Photo Taken: 05/21/2026 08:43:00 AM
 GPS Latitude: 36.062844
 GPS Longitude: -94.233788
 GPS Altitude: 376.330000 meters
 Photo Comment: Photo 5: Splitter box for the clarifiers
 where alum can be introduced if needed.




5/22/2026 11:32 AM Question/Section triggered based on another answer 5



 SEEK Watermark
FAYETTEVILLE/ WEST SIDE WWTP
H93M-W797-EE1
Inspector: William Cody
Start Date: 05/20/2026 Completed Date: 05/22/2026

Operation and Maintenance
 Photo Taken: 05/21/2026 08:45:00 AM
 GPS Latitude: 36.063041
 GPS Longitude: -94.234147
 GPS Altitude: 389.740000 meters
 Photo Comment: Photo 6: Example of cracks on the
 exterior of the secondary clarifier wall.




 Photo Taken: 05/21/2026 08:45:00 AM
 GPS Latitude: 36.063027
 GPS Longitude: -94.234191
 GPS Altitude: 377.500000 meters
 Photo Comment: Photo 7: Secondary clarifier with algae
 build-up and a deteriorating liner.




 Photo Taken: 05/21/2026 08:53:00 AM
 GPS Latitude: 36.062580
 GPS Longitude: -94.234955
 GPS Altitude: 367.840000 meters
 Photo Comment: Photo 8: Sand filters.




5/22/2026 11:32 AM Question/Section triggered based on another answer 6



 SEEK Watermark
FAYETTEVILLE/ WEST SIDE WWTP
H93M-W797-EE1
Inspector: William Cody
Start Date: 05/20/2026 Completed Date: 05/22/2026

Operation and Maintenance
 Photo Taken: 05/21/2026 08:58:00 AM
 GPS Latitude: 36.062891
 GPS Longitude: -94.235138
 GPS Altitude: 379.040000 meters
 Photo Comment: Photo 9: UV disinfection building - two
 channels in operation.




 Photo Taken: 05/21/2026 09:05:00 AM
 GPS Latitude: 36.062149
 GPS Longitude: -94.235052
 GPS Altitude: 372.840000 meters
 Photo Comment: Photo 10: Effluent Parshall flume, 48".




 Photo Taken: 05/21/2026 09:11:00 AM
 GPS Latitude: 36.061408
 GPS Longitude: -94.236808
 GPS Altitude: 371.680000 meters
 Photo Comment: Photo 11: Outfall 001 at Goose Creek.




5/22/2026 11:32 AM Question/Section triggered based on another answer 7
FAYETTEVILLE/ WEST SIDE WWTP
H93M-W797-EE1
Inspector: William Cody
Start Date: 05/20/2026 Completed Date: 05/22/2026

Operation and Maintenance
 Photo Taken: 05/21/2026 09:23:00 AM
 GPS Latitude: 36.063494
 GPS Longitude: -94.235533
 GPS Altitude: 375.410000 meters
 Photo Comment: Photo 12: Sludge pump #4 for biosolids
 was recently replaced.




 Photo Taken: 05/21/2026 09:26:00 AM
 GPS Latitude: 36.063494
 GPS Longitude: -94.235533
 GPS Altitude: 379.040000 meters
 Photo Comment: Photo 13: Example of one of two sludge
 belt presses - the belt has thicker mesh
 size and different belt press material to
 get the highest quality product as able.




 Photo Taken: 05/21/2026 09:35:00 AM
 GPS Latitude: 36.063694
 GPS Longitude: -94.235183
 GPS Altitude: 375.090000 meters
 Photo Comment: Photo 14: Two aerated sludge holding
 tanks - there are no digesters at this
 facility.




5/22/2026 11:32 AM Question/Section triggered based on another answer 8



 SEEK Watermark
FAYETTEVILLE/ WEST SIDE WWTP
H93M-W797-EE1
Inspector: William Cody
Start Date: 05/20/2026 Completed Date: 05/22/2026

Operation and Maintenance
  2. Are there Any Operation and/or Maintenance Non-Compliance Yes No NA
  Items Identified?
Sampling
  1. Are there Any Sampling Non-Compliance Items Identified? Yes No NA
Sludge Disposal
  1. Are Sludge Records Maintained as Required by 40 CFR 503? Yes No NA

 Comments:
 Biosolids are either taken to the Tontitown landfill or are taken to the Fayetteville composting facility.


Exit
  1. General Comments

 Inframark has done exceptional work to maintain compliance with the NPDES Individual Permit. The facility
 is clean, well-maintained, and run by adequately licensed operators.
  2. Evaluation End Date 5/21/2026

  3. Evaluation End Time 10:17 AM




5/22/2026 11:32 AM Question/Section triggered based on another answer 9



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