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HomeMy WebLinkAbout2023-02-14 - Agendas - FinalCITY OF FAYETTEVILLE ARKANSAS MEETING AGENDA Water, Sewer, and Solid Waste Committee 14 February 2023 5:30 P.M. (Or immediately following City Council Agenda Session) This is a Virtual Meeting Committee: Council Member Teresa Turk, Council Member D'Andre Jones, Council Member Mike Wiederkehr, Council Member Scott Berna Copy to: Mayor Lioneld Jordan, Paul Becker, Susan Norton, Kara Paxton, Kit Williams, Chris Brown, Alan Pugh, Terry Gulley, Peter Nierengarten, Brian Pugh, Corey Granderson, Aaron Watkins, Greg Weeks, Jan Guy, Brad Schleeter, Aaron Boll From: Tim Nyander, Utilities Director CALL TO ORDER UPDATES OLD BUSINESS: NEW BUSINESS: 1. Surveying Services for Rockwood Trail Upon review of the City's 2023 Paving Plan, the Rockwood Trail waterline was identified as an aging line with frequent leaks and repairs needed. For this reason, Water/Sewer requested the paving be delayed until a replacement project could be completed. To save time and money, the City's Engineering Division will perform the project engineering design of this project once survey is completed. This project would create a uniform 8" PVC waterline for approximately 5,000-feet. McClelland Consulting Engineers, Inc. was selected for citywide on -call survey services in February 2022 (RFQ #22-01, Selection #3). This survey by McClelland will allow the Engineering Division to perform their waterline design, prepare plans and specifications, and bid the project for construction in a timely, cost-effective manner. Rockwood currently has several older waterlines in multiple sizes and materials. Staff recommends approval of a contract with McClelland Consulting Engineers, Inc. in the amount of $57,110.00 for field survey services on Rockwood Trail to support the Engineering Division's design of waterline replacements. STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL 2. Sewer Damage Claim — 2143 Loren Circle — Lawrence Schemel On November 21, 2022, the City of Fayetteville experienced a sewer overflow on 2143 Loren Circle, owned by Lawrence Schemel. The sewer overflow caused water damage to the property. Mr. Schemel's property received extensive damage due to the overflow, requiring the tenants to move out so renovations can take place. The water damage occurred in the living room, kitchen, bedrooms, and bathrooms of the home. Floors, cabinets, sheetrock, and trim were damaged and will require repair and then painting. Three competitive bids were obtained for repairs, with JM Roofing & Construction being the most economical at $35,847.65. Mr. Schemel's insurance paid his limit of $2,500.00 toward the claim, leaving a total reimbursement of $33,347.65. Staff requests approval to reimburse Lawrence Schemel in the amount of $33,347.65 to pay for the necessary repairs. Per City Code Section 39.10 — Water and Wastewater Damage Claims, "The Utilities Department Director may not authorize any payment greater than $10,000.00 for any claim pursuant to this section. The Mayor may request the City Council to authorize an amount greater than $10,000.00 by resolution, but in no case shall the city pay more than $25,000.00 pursuant to this claims procedure for a damage claim related to a water or wastewater utility infrastructure occurrence unless in an extraordinary case the Mayor recommends and the City Council by two-thirds (2/3) majority approves an exemption from the $25,000.00 damage cap and approves a payment up to $50,000.00." STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL 3. Elkins Water Service Agreement The City of Fayetteville's water supply distribution system has the capacity capable of serving its citizens as well as the City of Elkins. The City of Elkins currently purchases wholesale water from the City of Fayetteville for distribution within its present service area. The current agreement with the City of Elkins to furnish them with potable water is expired, and City staff recently drafted a new Water Purchase Agreement that has been agreed to and signed by the City of Elkins. This agreement was reviewed and approved by the City Attorney's Office. The term of this agreement shall extend for a term of ten (10) years from the date of the signature and may be renewed for further terms as agreed upon by both Cities. STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL 4. Presentation — Lake Fayetteville Water Quality Study There will be a presentation by Olsson Engineering to discuss the Lake Fayetteville water quality study that kicked off last August INFORMATION ONLY 5. Overview of WWTP Monthly Report December's Monthly WWTP Report PRESENTATIONS Lake Fayetteville Water Quality Study ATTACHMENTS Engineer's Surveying Agreement Quotes for Repairs - 2143 Loren Circle Elkins Water Service Agreement December WWTP Report ADJOURN Next Water, Sewer, Solid Waste Committee meets on Tuesday, March 141", 2023, at 5:30 p.m. M[CLELLAND 1580 E. Stearns Street lfl CONSULTING Fayetteville, AR 73703 "CE�479-443-2377/Fax 479-443-9241 ENGINEERS, INC. www.mce.us.com January 27, 2023 Mr. Matt Casey, P.E. Engineering Design Manager City of Fayetteville 125 West Mountain Street Fayetteville, AR. 72701 Re: Proposal for Surveying Services: Design survey mapping on East Rockwood Trail, Fayetteville, AR. Dear Mr. Casey: As requested, we are presenting herewith a proposed engineering services contract between McClelland Consulting Engineers, Inc., hereinafter referred to as the ENGINEER, and City of Fayetteville, Arkansas, hereinafter referred to as the OWNER, which is associated with the provision of professional services as defined in Article 1, and for the consideration defined in Article 2 hereinafter. The OWNER would like for the ENGINEER to provide design survey mapping for a proposed water line along East Rockwood Trail in Fayetteville, AR as shown on the attach EXHIBIT A. The ENGINEER will complete the tasks as outlined in Article 1. ARTICLE 1 Task 1 — Design Survey Mapping ENGINEER will complete a detailed design survey along East Rockwood Trail in Fayetteville. The survey will begin at the intersection of East Rockwood Trail and North Missouri Boulevard and proceed east to the easterly end of East Rockwood Trail, approximately 5000 feet. The mapping width will be 40 foot wide, 20 feet on each side of the road centerline. The design survey limits are shown on the attached drawing. Design survey details typically shown on the final drawing include (but are not limited to): contours, flowlines, utility poles and pedestals, roads, edges of asphalt, curb lines, sidewalks, storm water manholes and structures, drainage pipes, ditches, sanitary sewer manholes with inverts, water meters, water valves, fire hydrants and utility marks provided by a utility location service. Property pins will be located as part of the mapping. Deeds of properties adjoining the mapping route will be reviewed and resolved and the right of way lines along East Rockwood Trail will be shown on the final drawing. City of Fayetteville, AR. 2023 Water & Sewer On -Call Services, East Rockwood Trail January 27, 2023 Page 2 ARTICLE 2 Task 1 — Design Survey Mapping • Payment for the design survey mapping shall be a lump sum fee plus direct expense basis. Total fee for professional services is anticipated not to exceed $57,110. Payments shall be made in monthly installments as surveying progresses. ARTICLE 3 It is understood that time is of essence and that the ENGINEER shall endeavor to plan and provide his services in a timely manner. ARTICLE 4 It is further mutually agreed by the parties hereto: • That the OWNER shall make available to the ENGINEER all technical data in the OWNER's possession including maps and other information required by the ENGINEER and relating to his work. • That, the ENGINEER shall maintain a level of competency presently maintained by other practicing professional surveyors in the same type of work for the professional and technical soundness and accuracy of all drawings, and other work and materials furnished under this Agreement. • All documents including drawings, specifications, estimates, field notes and other data pertaining to the work or to the project shall become the property of the OWNER. • That the ENGINEER's direct expenses are defined as the costs incurred on or directly for the Project, other than the Salary and General Overhead Costs, as defined hereinbefore. Such direct expenses shall be computed on the basis of actual purchase price for items obtained from commercial sources and on the basis of usual commercial charges for items provided by the ENGINEER. Direct expenses shall include, but not be limited to, necessary transportation costs, (including mileage at the ENGINEER'S current rate per mile when the ENGINEER's own automobiles are used and the project is greater than 20 miles from ENGINEERS's Fayetteville office); meals and lodging; title and easement City of Fayetteville, AR. 2023 Water & Sewer On -Call Services, East Rockwood Trail January 27, 2023 Page 3 searches; utility locates; and review fees for documents submitted to city or regional planning offices. a. Anticipated direct expenses for this project include: i. Utility locate fees (Estimated cost: $1500) b. Whenever possible, if other direct expenses not listed here are needed to complete the scope of work of this project, ENGINEER will discuss the items needed and costs associated with said items with the OWNER prior to engaging services/making purchases. • That the OWNER may, from time to time, request changes in the scope of the services of the ENGINEER to be performed hereunder. Such changes, including any increase or decrease in the amount of the ENGINEER'S compensation, which are mutually agreed upon by and between the OWNER and the ENGINEER, shall be incorporated in written amendments to this Agreement. • Payment for professional services provided by the ENGINEER are due within 30 days of invoice receipt. All documents including drawings, specifications, estimates, field notes, and other data pertaining to the work or to the Project shall become the property of the OWNER. The OWNER shall not be restricted in the subsequent use of the design, design documents, or ideas incorporated in the work. However, the ENGINEER shall bear no responsibility for such reuse of the design unless specifically agreed to in writing. We appreciate the opportunity to present this proposal to you. If you are in agreement, please sign and date in the spaces provided below and return a copy to our office. Sincerely, McClelland Consulting Engineers, Inc. Paul Walla, PLS Survey Department Manager McClelland Consulting Engineers, Inc is hereby authorized to proceed in accordance with the foregoing proposal. Name Title Date PIN �zo ��� � II � o 11 µ181 14 B X, 4 ti i-J, owj1p—m 4 cr Sri Lp I.v AP ji —441. I'll Agal".., JM Roofing & Construction Client: Larry Schemel Property: 2143 Loren Cir Fayetteville, AR 72701 Operator: INF02 Estimator: Jane Fraley Company: JM Roofing Business: 700 W Oak St Rogers, AR 72756 Type of Estimate: Water Damage Date Entered: 12/22/2022 Price List: ARFA8X DEC22 Labor Efficiency: Restoration/Service/Remodel Estimate: LARRY-SCHEMEL-RESTOR Date Assigned: 12/21/2022 Home: (479) 200-0070 Business: (479) 381-0006 E-mail: oadmin@rogersroofingpros. com r JM Roofing & Construction LARRY-SCHEM EL-RESTOR Main Level Main Level DESCRIPTION QTY 1. Haul debris - per pickup truck load - including dump fees 1.00 EA 2. Final cleaning - construction - Residential 1,585.40 SF Master Bedroom Height: Peaked Subroom: Powder Area (1) Height: Peaked Subroom: MB Closet (2) Height: 8' Subroom: Room13 (3) Height: 8' DESCRIPTION QTY 3. 1/2" - drywall per LF - up to T tall 9.92 LF 4. R&R Tile floor covering - High grade 13.03 SF 5. Additional labor to remove tile from concrete slab 13.03 SF 6. Floor preparation for resilient flooring - Heavy 13.03 SF 7. R&R Vanity 4.00 LF 8. Cabinet knob or pull 4.00 EA 9. Seal & paint vanity - faces only 12.17 LF 10. Countertop - Granite or Marble 8.33 SF 11. Sink - single 1.00 EA 12. Sink faucet - Bathroom 1.00 EA 13. Angle stop valve 2.00 EA 14. Plumbing fixture supply line 2.00 EA 15. Baseboard - 3 1/4" 85.05 LF 16. Paint baseboard - one coat 85.05 LF 17. Mask and prep for paint - plastic, paper, tape (per LF) 98.55 LF 18. Paint the walls - one coat 744.29 SF 19. Carpet 295.42 SF 20. Carpet pad 233.63 SF 21. T- molding - for wood flooring 2.50 LF MB Bath Subroom: MB Shower (1) DESCRIPTION 22. Toilet - Detach & reset 23. 1/2" - drywall per LF - up to T tall 24. Floor preparation for resilient flooring - Heavy Height: 8' Height: 8' QTY 1.00 EA 8.58 LF 17.92 SF LARRY-SCHEMEL-RESTOR 12/23/2022 Page:2 "= JM Roofing & Construction CONTINUED - MB Bath DESCRIPTION 25. Additional labor to remove tile from concrete slab 26. R&R Tile floor covering - High grade 27. Baseboard - 3 1/4" 28. Mask and prep for paint - plastic, paper, tape (per LF) 29. Paint baseboard - one coat 30. Paint the walls and ceiling - one coat QTY 17.92 SF 17.92 SF 12.17 LF 22.17 LF 12.17 LF 207.75 SF Hall Bath Subroom: Hall Shower (1) DESCRIPTION Height: 8' Height: 8' QTY 31. Toilet - Detach & reset 1.00 EA 32. 1/2" - drywall per LF - up to T tall 12.00 LF 33. Floor preparation for resilient flooring - Heavy 23.75 SF 34. Additional labor to remove tile from concrete slab 23.75 SF 35. R&R Vanity 2.50 LF 36. R&R Tile floor covering - High grade 37.08 SF 37. Seal & paint vanity - faces only 4.50 LF 38. Cabinet knob or pull 2.00 EA 39. Sink - single 1.00 EA 40. Sink faucet - Bathroom 1.00 EA 41. Angle stop valve 2.00 EA 42. Plumbing fixture supply line 2.00 EA 43. Baseboard - 3 1/4" 12.00 LF 44. Mask and prep for paint - plastic, paper, tape (per LF) 26.67 LF 45. Paint the walls - one coat 200.33 SF 46. R&R T- molding - for wood flooring 2.33 LF Bedroom 1 Height: 8' Subroom: BRI Closet (1) Height: 8' DESCRIPTION QTY 47. 1/2" - drywall per LF - up to T tall 12.00 LF 48. R&R Closet Organizer - Melamine 5.33 LF Repair closet built-in 49. Baseboard - 3 1/4" 62.67 LF 50. Mask and prep for paint - plastic, paper, tape (per LF) 62.67 LF 51. Paint the walls - one coat 501.33 SF 52. Paint baseboard - one coat 62.67 LF 53. Seal & paint closet shelving 5.33 LF LARRY-SCHEMEL-RESTOR 12/23/2022 Page:3 JM Roofing & Construction CONTINUED - Bedroom 1 DESCRIPTION QTY 54. Carpet 203.75 SF 55. Carpet pad 148.00 SF 56. T- molding - for wood flooring 2.50 LF 57. Interior door - Reset - slab only 1.00 EA 58. Bifold door set - (4 slabs only) - Double reset 1.00 EA Bedroom 2 Height: 8' Subroom: BR2 Closet (1) Height: 8' DESCRIPTION QTY 59. 1/2" - drywall per LF - up to T tall 10.00 LF 60. Baseboard - 3 1/4" 62.00 LF 61. Mask and prep for paint - plastic, paper, tape (per LF) 62.00 LF 62. Paint the walls - one coat 496.00 SF 63. Paint baseboard - one coat 62.00 LF 64. Carpet 200.50 SF 65. Carpet pad 150.00 SF 66. T- molding - for wood flooring 2.50 LF 67. Interior door - Reset - slab only 1.00 EA 68. Bitbld door set - (4 slabs only) - Double reset 1.00 EA Living Room Height: 10' Subroom: Hallway (2) Height: 8' Subroom: Coat Closet (1) Height: 8' Subroom: Linen Closet (3) Height: 8' DESCRIPTION QTY 69. 1/2" - drywall per LF - up to T tall 10.00 LF 70. Baseboard - 3 1/4" 117.08 LF 71. Mask and prep for paint - plastic, paper, tape (per LF) 114.24 LF 72. Paint the walls - one coat 1,041.15 SF 73. Paint baseboard - one coat 117.08 LF 74. Floor preparation for resilient flooring - Heavy 437.54 SF 75. R&R Engineered wood flooring - High grade 437.54 SF 76. Add for glued down application over concrete substrate 437.54 SF 77. T- molding - for wood flooring 8.25 LF Entry Height: 10' LARRY-SCHEMEL-RESTOR 12/23/2022 Page:4 '• JM Roofing & Construction DESCRIPTION QTY 78. R&R Tile floor covering - High grade 30.73 SF 79. Additional labor to remove tile from concrete slab 30.73 SF 80. Floor preparation for resilient flooring - Heavy 30.73 SF 81. Baseboard - 3 1/4" 17.58 LF 82. Mask and prep for paint - plastic, paper, tape (per LF) 17.58 LF 83. Paint the walls - one coat 175.83 SF 84. Paint baseboard - one coat 17.58 LF Kitchen Height: 10' DESCRIPTION QTY 85. Floor preparation for resilient flooring - Heavy 66.51 SF 86. Additional labor to remove tile from concrete slab 66.51 SF 87. R&R Tile floor covering - High grade 66.51 SF 88. Baseboard - 3 1/4" 16.58 LF 89. Mask and prep for paint - plastic, paper, tape (per LF) 31.83 LF 90. Paint cabinetry - lower - faces only 24.00 LF 91. Paint the walls - one coat 272.58 SF 92. Paint baseboard - one coat 16.58 LF Laundry Room Height: 8' DESCRIPTION QTY 93. Laundry tub - Detach & reset 1.00 EA 94. Floor preparation for resilient flooring - Heavy 54.47 SF 95. R&R Tile floor covering - High grade 54.47 SF 96. Additional labor to remove tile from concrete slab 54.47 SF 97. Baseboard - 3 1/4" 32.67 LF 98. R&R Cabinetry - lower (base) units 2.75 LF 99. R&R Cabinetry - upper (wall) units 2.75 LF 100. Cabinet knob or pull 4.00 EA 101. Mask and prep for paint - plastic, paper, tape (per LF) 32.67 LF 102. Paint baseboard - one coat 32.67 LF 103. Paint the walls - one coat 261.33 SF 104. Paint cabinetry - lower - faces only 3.00 LF 105. Paint cabinetry - upper - faces only 3.00 LF Garage Height: 9' DESCRIPTION QTY 106. Clean with pressure/chemical spray - Heavy 696.00 SF LARRY-SCHEMEL-RESTOR 12/23/2022 Page:5 rm� M"m JM Roofing & Construction CONTINUED - Garage DESCRIPTION QTY 107. 1/2" - drywall per LF - up to 2' tall 8.25 LF 108. Baseboard - 3 1/4" 77.33 LF 109. Mask and prep for paint - plastic, paper, tape (per LF) 77.33 LF 110. Paint the walls - one coat 696.00 SF 111. Paint baseboard - one coat 77.33 LF Grand Total Grand Total Areas: 4,703.51 SF Walls 1,585.40 SF Floor 0.00 SF Long Wall 1,585.40 Floor Area 1,907.39 Exterior Wall Area 0.00 Surface Area 0.00 Total Ridge Length Jane Fraley 1,646.87 SF Ceiling 176.16 SY Flooring 0.00 SF Short Wall 1,761.17 Total Area 193.83 Exterior Perimeter of Walls 0.00 Number of Squares 0.00 Total Hip Length $35,847.65 6,350.38 SF Walls and Ceiling 532.63 LF Floor Perimeter 562.87 IF Ceil Perimeter 4,703.51 Interior Wall Area 0.00 Total Perimeter Length LARRY-SCHEMEL-RESTOR 12/23/2022 P'age:6 Client: Schemel, Larry Property: 2143 Loren Circle Fayetteville, AR Operator: JDAVIS Estimator: Andrew Davis Company: Northwest Restoration Business: 1380 Oak Grove Rd Springdale, AR 72762 Type of Estimate: Date Entered: 12/19/2022 Price List: ARFA8X_DEC22 Labor Efficiency: Restoration/Service/Remodel Estimate: 2143-SCHEMEL File Number: 2143-Schemel estimate to be revised if trim cannot be matched estimate to be revised if additional damages are found not responsible for paint/stain to match perfectly Date Assigned: Home: (479) 200-0070 Business: (479) 750-7821 2143-SCHEMEL Main Level Main Level DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 1. Dumpster load -Approx. 12 yards, I- 1.00 EA 474.80 0.00 56.01 99.71 630.52 3 tons of debris 2. Cleaning Technician - per hour 16.00 HR 0.00 48.12 90.83 161.68 1,022.43 3, Content Manipulation charge - per 8.00 HR 0.00 46.69 0.00 78.44 451.96 hour move around contents so flooring, trim, paint can be installed Total: Main Level 146.84 339.83 2,104.91 Entry/Foyer 1F 1 Missing Wall DESCRIPTION 180.83 SF Walls 212.79 SF Walls & Ceiling 3.55 SY Flooring 18.08 LF Ceil. Perimeter Height: 10' 31.96 SF Ceiling 31.96 SF Floor 18.08 LF Floor Perimeter 4' 11" X 10' Opens into LIVING -ROOM QTY RESET REMOVE REPLACE TAX O&P TOTAL 4. Additional labor to remove tile from 31.96 SF 1.84 0.00 0.00 12.35 71.16 concrete slab 5. R&R Tile floor covering 31.96 SF 2.66 9.45 35.63 81.27 503.93 6. Baseboard - 3 1/4" 18.08 LF 0.00 3.30 3.05 13.18 75.89 7. Paint baseboard - two coats 18.08 LF 0.00 1.31 0.25 5.04 28.97 8. Paint the walls - one coat 180.83 SF 0.00 0.62 2.47 24.06 138.64 Totals: Entry/Foyer 41.40 135.90 818.59 H•i M-16. Living Room 1j 1 Living Room L 7. Missing Wall - Goes to Floor Missing Wall Missing Wall 2143-SCHEMEL 700.93 SF Walls 1,077.68 SF Walls & Ceiling 41.86 SY Flooring 75.17 LF Ceil. Perimeter Height: 10' 376.74 SF Ceiling 376.74 SF Floor 68.17 LF Floor Perimeter 3' 11" X 6' 8" Opens into KITCHEN 4' 11" X 10' Opens into ENTRY _FOYER 3' 1" X 10' Opens into HALLWAY 12/20/2022 Page: 2 CONTINUED - Living Room 2 3 Subroom: Coat CL (1) Height: 8' a-� 108.28 SF Walls 9.48 SF Ceiling 0 117.77 SF Walls & Ceiling 9.48 SF Floor n'pns CL tl I / . 1.05 SY Flooring 13.54 LF Floor Perimeter 4' 9" ��r 13.54 LF Ceil. Perimeter �_52 DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 9. Drywall patch / small repair, ready 1.00 EA 0.00 63.84 0.36 13.48 77.68 for paint 10. Add for glued down application 386.23 SF 1.60 1.15 52.41 223.06 1,337.60 over concrete substrate 11. R&R Engineered wood flooring 386.23 SF 2.49 9.06 412.83 936.80 5,810.58 12. R&R T- molding - for wood 12.00 LF 0.41 7.72 10.93 20.48 128.97 flooring 13. Baseboard - 3 1/4" 81.71 LF 0.00 3.30 13.78 59.52 342.94 14. Base shoe 81.71 LF 0.00 1.47 6.05 26.50 152.66 15. Paint baseboard - two coats 81.71 LF 0.00 1.31 1.12 22.70 130.86 16. Seal & paint base shoe or quarter 81.71 LF 0.00 0.74 0.96 12.91 74.34 round 17. Paint the walls - one coat 809.22 SF 0.00 0.62 11.05 107.69 620.46 Totals: Living Room 509.49 1,423.14 8,676.09 Hallway J cn• [ 223.33 SF Walls 6'y s" H°' F3n1[wav 261.36 SF Walls & Ceiling _ 6"'1 4.23 SY Flooring 27.92 LF Ceil. Perimeter Missing Wall �--21 7 FF 3' 1" X 8' Subroom: Linen (1) 58.67 SF Walls 61.97 SF Walls & Ceiling 0.37 SY Flooring 7.33 LF Ceil. Perimeter Height: 8' 38.03 SF Ceiling 38.03 SF Floor 27.92 LF Floor Perimeter Opens into LIVING_ROOM Height: 8' 3.30 SF Ceiling 3.30 SF Floor 7.33 LF Floor Perimeter 2143-SCHEMEL 12/20/2022 Page:3 CONTINUED - Hallway DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 18. Add for glued down application 41.33 SF 1.60 1.15 5.60 23.86 143.12 over concrete substrate 19. R&R Engineered wood flooring 41.33 SF 2.49 9.06 44.18 100.25 621.79 20. R&R T- molding - for wood 12.00 LF 0.41 7.72 10.93 20.48 128.97 flooring 21. Baseboard - 3 1/4" 35.25 LF 0.00 3.30 5.95 25.69 147.97 22. Base shoe 35.25 LF 0.00 1.47 2.61 11.43 65.86 23. Paint baseboard - two coats 35.25 LF 0.00 1.31 0.48 9.80 56.46 24. Seal & paint base shoe or quarter 35.25 LF 0.00 0.74 0.41 5.57 32.07 round 25. Paint the walls - one coat 282.00 SF 0.00 0.62 3.85 37.52 216.21 Totals: Hallway 74.01 234.60 1,412.45 - { H�Ilway 4 F«ti` - ix,1 ` I}� Bed I I - 1 �13' 1"-� DESCRIPTION Bed 1 377.33 SF Walls 515.75 SF Walls & Ceiling 15.38 SY Flooring 47.17 LF Ceil. Perimeter QTY RESET REMOVE REPLACE Height: 8' 138.42 SF Ceiling 138.42 SF Floor 47.17 LF Floor Perimeter TAX O&P TOTAL 26. Tackless strip - per LF 47.17 LF 0.00 0.61 3.40 6.05 38.22 27. Carpet pad 138.42 SF 0.00 0.64 10.45 18.61 117.65 28. Carpet 159.18 SF 0.00 3.68 69.10 123.02 777.90 29. Baseboard - 3 1/4" 47.17 LF 0.00 3.30 7.96 34.37 197.99 30. Paint baseboard - two coats 47.17 LF 0.00 1.31 0.64 13.11 75.54 31. Paint the walls - one coat 377.33 SF 0.00 0.62 5.15 50.21 289.30 Totals: Bed 1 96.70 245.37 1,496.60 F"T 4" � OFF- CL1 116.00 SF Walls 126.50 SF Walls & Ceiling 1.17 SY Flooring 14.50 LF Ceil. Perimeter Height: 8' 10.50 SF Ceiling 10.50 SF Floor 14.50 LF Floor Perimeter 2143-SCHEMEL 12/20/2022 Page:4 CONTINUED - CL1 DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 32. R&R Closet shelf and rod package 17.00 LF 3.98 17.72 7.39 79.02 455.31 33. Tackless strip - per LF 14.50 LF 0.00 0.61 1.04 1.86 11.75 34. Carpet pad 10.50 SF 0.00 0.64 0.80 1.41 8.93 35. Carpet 12.08 SF 0.00 3.68 5.24 9.34 59.03 36. Baseboard - 3 1/4" 14.50 LF 0.00 3.30 2.45 10.57 60.87 37. Paint baseboard - two coats 14.50 LF 0.00 1.31 0.20 4.03 23.23 38. Paint the walls - one coat 116.00 SF 0.00 0.62 1.58 15.43 88.93 39. Seal & paint closet shelving 17.00 LF 0.00 8.35 2.50 30.35 174.80 Totals: CL1 21.20 152.01 882.85 Hall Bath fallway „6., Bed 2 Height: 8' 0-8- 5" t'r., 416.00 SF Walls 151.58 SF Ceiling 1 Bed 567.58 SF Walls & Ceiling 151.58 SF Floor 16.84 SY Flooring 52.00 LF Floor Perimeter 52.00 LF Ceil. Perimeter 1-5- 1 1 --1 DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 40. Tackless strip - per LF 52.00 LF 0.00 0.61 3.74 6.66 42.12 41. Carpet pad 151.58 SF 0.00 0.64 11.45 20.37 128.83 42. Carpet 174.32 SF 0.00 3.68 75.69 134.72 851.91 43, Baseboard - 3 1/4" 52.00 LF 0.00 3.30 8.77 37.89 218.26 44. Paint baseboard - two coats 52.00 LF 0.00 1.31 0.71 14.45 83.28 45. Paint the walls - one coat 416.00 SF 0.00 0.62 5.68 55,36 318.96 Totals: Bed 2 106.04 269.45 1,643.36 7 _ CL2 Height:81 j 118.67 SF Walls 10.83 SF Ceiling 129.50 SF Walls & Ceiling 10.83 SF Floor 1.20 SY Flooring 14.83 LF Floor Perimeter 14.83 LF Ceil. Perimeter DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 46. R&R Closet shelf and rod package 17.00 LF 3.98 17.72 7.39 79.02 455.31 2143-SCHEMEL 12/20/2022 Page:5 CONTINUED - CL2 DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 47. Tackless strip - per LF 14.83 LF 0.00 0.61 1.06 1.91 12.02 48. Carpet pad 10.83 SF 0.00 0.64 0.82 1.45 9.20 49. Carpet 12.46 SF 0.00 3.68 5.41 9.63 60.89 50. Baseboard - 3 1/4" 14.83 LF 0.00 3.30 2.50 10.80 62.24 51. Paint baseboard - two coats 14.83 LF 0.00 1.31 0.20 4.12 23.75 52. Paint the walls - one coat 118.67 SF 0.00 0.62 1.62 15.79 90.99 53. Seal & paint closet shelving 17.00 LF 0.00 8.35 2.50 30.35 174.80 Totals: CL2 21.50 153.07 889.20 Hall Bath Flall iiath DESCRIPTION 212.00 SF Walls 253.25 SF Walls & Ceiling 4.58 SY Flooring 26.50 LF Ceil. Perimeter Height: 8' 41.25 SF Ceiling 41.25 SF Floor 26.50 LF Floor Perimeter QTY RESET REMOVE REPLACE TAX O&P TOTAL 54. Detach & Reset Toilet 1.00 EA 55. Additional labor to remove tile 41.25 SF from concrete slab 56. R&R Tile floor covering 41.25 SF 57. Detach & Reset Mirror - 1/4" plate 12.00 SF glass estimate to be revised if mirror breaks 58. R&R Custom cabinets - base units 2.60 LF 59. R&R Countertop subdeck - 12.00 SF plywood 60. R&R Countertop - flat laid plastic 6.00 LF laminate 61. Detach & Reset Sink -single 1.00 EA 62. Detach & Reset Sink faucet - 1.00 EA Bathroom 63. R&R P-trap assembly - ABS 1.00 EA (plastic) 64. Baseboard - 3 1/4" 26.50 LF 65. Paint baseboard - two coats 26.50 LF 66. Paint the walls - one coat 212.00 SF 67. Prime cabinets 2.60 LF 254.94 0.00 0.00 0.81 53.70 309.45 1.84 0.00 0.00 15.94 91.84 2.66 9.45 45.99 104.90 650.43 5.89 0.00 0.00 0.00 14.85 85.53 7.98 249.90 54.47 152.24 877.20 0.72 3.10 1.86 10.02 57.72 4.59 39.65 16.78 59.27 341.49 156.16 0.00 0.00 0.05 32.82 189.03 124.86 0.00 0.00 0.00 26.23 151.09 7.97 64.61 0.78 15.42 88.78 0.00 3.30 4.47 19.31 111.23 0.00 1.31 0.36 7.37 42.45 0.00 0.62 2.89 28.21 162.54 0.00 28.79 0.02 15.72 90.59 2143-SCHEMEL 12/20/2022 Page:6 CONTINUED - Hall Bath DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 68. Seal & paint cabinetry - lower - 2.60 LF 0.00 36.24 1.29 20.05 115.56 inside and out Totals: Hall Bath 129.77 576.05 3,364.93 ster Ra ld t - r -- r V:mi - J. T 1 �srr Clr Master Bedroom 522.93 SF Walls 750.09 SF Walls & Ceiling 22.44 SY Flooring Height: Peaked 227.17 SF Ceiling 201.93 SF Floor 55.76 LF Floor Perimeter ~ 64.12 LF Ceil. Perimeter HaIN-ay 8" Hall Rath a Missing Wall 4' 6 13/16" X 8' Opens into MASTER VAN12 DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 69. Tackless strip - per LF 55.76 LF 0.00 0.61 4.02 7.14 45.17 70. Carpet pad 201.93 SF 0.00 0.64 15.25 27.14 171.63 71. Carpet 232.22 SF 0.00 3.68 100.82 179.46 1,134.85 72. Baseboard - 3 1/4" 55.76 LF 0.00 3.30 9.40 40.61 234.02 73. Paint baseboard - two coats 55.76 LF 0.00 1.31 0.76 15.51 89.32 74. Paint the walls - one coat 522.93 SF 0.00 0.62 7.14 69.58 400.94 Totals: Master Bedroom 137.39 339.44 2,075.93 1 I,� M --Master Vaniry V ~ 4' Missing Wall DESCRIPTION Master Vanity 118.55 SF Walls 139.44 SF Walls & Ceiling 2.32 SY Flooring 14.82 LF Ceil. Perimeter Height: 8' 20.89 SF Ceiling 20.89 SF Floor 14.82 LF Floor Perimeter 4' 6 13/16" X 8' Opens into MASTER BEDRO QTY RESET REMOVE REPLACE TAX O&P TOTAL 75. Drywall patch / small repair, ready 1.00 EA 0.00 63.84 0.36 13.48 77.68 for paint 76. Additional labor to remove tile 20.89 SF 1.84 0.00 0.00 8.07 46.51 from concrete slab 77. R&R Tile floor covering 20.89 SF 2.66 9.45 23.29 53.13 329.40 78. Detach & Reset Mirror - 1/4" plate 16.00 SF 5.89 0.00 0.00 0.00 19.79 114.03 glass 2143-SCHEMEL 12/20/2022 Page:7 CONTINUED - Master Vanity DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL estimate to be revised if mirror breaks 79. R&R Custom cabinets - base units 4.00 LF 7.98 249.90 83.80 234.22 1,349.54 80. R&R Countertop subdeck - 12.00 SF 0.72 3.10 1.86 10.02 57.72 plywood 81. R&R Countertop -flat laid plastic 8.00 LF 4.59 39.65 22.37 79.02 455.31 laminate 82. Detach & Reset Sink - single 1.00 EA 156.16 0.00 0.00 0.05 32.82 189.03 83. Detach & Reset Sink faucet - 1.00 EA 124.86 0.00 0.00 0.00 26.23 151.09 Bathroom 84. R&R P-trap assembly - ABS 1.00 EA 7.97 64.61 0.78 15.42 88.78 (plastic) 85. Baseboard - 3 1/4" 14.82 LF 0.00 3.30 2.50 10.80 62.21 86. Paint baseboard - two coats 14.82 LF 0.00 1.31 0.20 4.12 23.73 87. Paint the walls - one coat 118.55 SF 0.00 0.62 1.62 15.78 90.90 88. Prime cabinets 4.00 LF 0.00 28.79 0.02 24.19 139.37 89. Seal & paint cabinetry - lower - 4.00 LF 0.00 36.24 1.99 30.87 177.82 inside and out Totals: Master Vanity 138.84 577.96 3,353.12 Master CL Height: 8' 41r' 181.52 SF Walls 30.52 SF Ceiling Y +1„« CL T 212.04 SF Walls &Ceiling 30.52 SF Floor y _ 3.39 SY Flooring 22.69 LF Floor Perimeter El r 22.69 LF Ceil. Perimeter -4,1 o" DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 90. R&R Closet shelf and rod package 24.00 LF 3.98 17.72 10.44 111.56 642.80 replace shelving that had water damage 91. Tackless strip - per LF 22.69 LF 0.00 0.61 1.63 2.90 18.37 92. Carpet pad 30.52 SF 0.00 0.64 2.30 4.10 25.93 93. Carpet 35.10 SF 0.00 3.68 15.23 27.13 171.53 94. Baseboard - 3 1 /4" 22.69 LF 0.00 3.30 3.83 16.53 95.24 95. Paint baseboard - two coats 22.69 LF 0.00 1.31 0.31 6.30 36.33 96. Paint the walls - one coat 181.52 SF 0.00 0.62 2.48 24.15 139.17 97. Seal & paint closet shelving 24.00 LF 0.00 8.35 3.53 42.82 246.75 Totals: Master CL 39.75 235.49 1,376.12 2143-SCHEMEL 12/20/2022 Page:8 1--fi' 9" Master Bath !i S. \hater Uh Master Vanity DESCRIPTION 181.33 SF Walls 212.88 SF Walls & Ceiling 3.51 SY Flooring 22.67 LF Ceil. Perimeter QTY RESET REMOVE REPLACE Height: 8' 31.55 SF Ceiling 31.55 SF Floor 22.67 LF Floor Perimeter TAX O&P TOTAL 98. Drywall patch / small repair, ready 1.00 EA 0.00 63.84 0.36 13.48 77.68 for paint 99. Detach & Reset Toilet 1.00 EA 254.94 0.00 0.00 0.81 53.70 309.45 100. Additional labor to remove tile 31.55 SF 1.84 0.00 0.00 12.20 70.25 from concrete slab 101. R&R Tile floor covering 31.55 SF 2.66 9.45 35.17 80.24 497.48 102. Baseboard - 3 1/4" 22.67 LF 0.00 3.30 3.82 16.51 95.14 103. Paint baseboard - two coats 22.67 LF 0.00 1.31 0.31 6.30 36.31 104. Paint the walls - one coat 181.33 SF 0.00 0.62 2.48 24.13 139.03 Totals: Master Bath 42.95 206.56 1,225.34 �91 Y 5- Kitchen Missing Wall - Goes to Floor DESCRIPTION Kitchen 105. Detach & Reset Refrigerator - top freezer - 14 to 18 cf 106. Detach & Reset Dishwasher 107. Dishwasher connection 108. Detach & Reset Appliance water line - 1/4" water line for fridge and dishwasher 109. Additional labor to remove the from concrete slab 110. R&R Tile floor covering 111. Baseboard - 3 1/4" 112. Paint baseboard - two coats 403.89 SF Walls 517.67 SF Walls & Ceiling 12.64 SY Flooring 43.00 LF Ceil. Perimeter Height: 10' 113.78 SF Ceiling 113.78 SF Floor 39.08 LF Floor Perimeter 3' 11" X 6' 8" Opens into LIVING_ROOM QTY RESET REMOVE REPLACE TAX O&P TOTAL 1.00 EA 50.09 0.00 0.00 0.00 10.52 60.61 1.00 EA 243.35 0.00 0.00 0.00 51.11 294.46 1.00 EA 0.00 149.54 3.28 32.09 184.91 2.00 EA 95.39 0.00 0.00 4.21 40.95 235.94 113.78 SF 1.84 0.00 0.00 43.97 253.33 113.78 SF 2.66 9.45 126.84 289.35 1,794.06 39.08 LF 0.00 3.30 6.59 28.48 164.03 39.08 LF 0.00 1.31 0.53 10.86 62.58 2143-SCHEMEL 12/20/2022 Page:9 CONTINUED - Kitchen DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 113. Paint the walls -one coat 403.89 SF 0.00 0.62 5.51 53.75 309.67 Totals: Kitchen 146.96 561.08 3,359.59 1 Laundry Room _ �c FWFi IF DESCRIPTION Laundry Room 264.00 SF Walls 317.53 SF Walls & Ceiling 5.95 SY Flooring 33.00 LF Ceil. Perimeter Height: 8' 53.53 SF Ceiling 53.53 SF Floor 33.00 LF Floor Perimeter QTY RESET REMOVE REPLACE TAX O&P TOTAL 114. Washer/Washing machine - 1.00 EA 0.00 48.74 0.00 10.23 58.97 Remove & reset 115. Detach & Reset Appliance water 1.00 EA 95.39 0.00 0.00 2.11 20.47 117.97 line - 1/4" water line for washing machine 116. Dryer - Remove & reset 1.00 EA 0.00 37.56 0.00 7.89 45.45 117. Detach & Reset Laundry tub 1.00 EA 308.53 0.00 0.00 0.00 64.79 373.32 118. Detach & Reset Sink faucet - 1.00 EA 124.86 0.00 0.00 0.00 26.23 151.09 Kitchen 119. R&R P-trap assembly - ABS 1.00 EA 7.97 64.61 0.78 15.42 88.78 (plastic) 120. R&R Custom cabinets - base 3.00 LF 7.98 249.90 62.85 175.66 1,012.15 units 121. R&R Countertop subdeck - 12.00 SF 0.72 3.10 1.86 10.02 57.72 plywood 122. R&R Countertop - flat laid plastic 6.00 LF 4.59 39.65 16.78 59.27 341.49 laminate 123. Additional labor to remove tile 53.53 SF 1.84 0.00 0.00 20.69 119.19 from concrete slab 124. R&R Tile floor covering 53.53 SF 2.66 9.45 59.68 136.14 844.07 125. Baseboard - 3 1/4" 33.00 LF 0.00 3.30 5.57 24.04 138.51 126. Paint baseboard - two coats 33.00 LF 0.00 1.31 0.45 9.18 52.86 127. Paint the walls - one coat 264.00 SF 0.00 0.62 3.60 35.14 202.42 128. Prime cabinets 3.00 LF 0.00 28.79 0.02 18.14 104.53 129. Seal & paint cabinetry - lower - 3.00 LF 0.00 36.24 1.49 23.14 133.35 inside and out Totals: Laundry Room 155.19 656.45 3,841.87 2143-SCHEMEL 12/20/2022 Page:10 Garage Garage DESCRIPTION 620.00 SF Walls 995.38 SF Walls & Ceiling 41.71 SY Flooring 77.50 LF Ceil. Perimeter QTY RESET REMOVE REPLACE Height: 8' 375.38 SF Ceiling 375.38 SF Floor 77.50 LF Floor Perimeter TAX O&P TOTAL 130. Baseboard - 3 1/4" 77.50 LF 0.00 3.30 13.07 56.46 325.28 131. Paint baseboard - two coats 77.50 LF 0.00 1.31 1.06 21,55 124.14 132. Paint the walls - one coat 620.00 SF 0.00 0.62 8.46 82.50 475.36 Totals: Garage 22.59 160.51 924.78 Total: Main Level 1,830.62 6,266.91 37,445.73 Labor Minimums Applied DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 133. Drywall labor minimum 1.00 EA 0.00 135.52 0.00 28.46 163.98 Totals: Labor Minimums Applied 0.00 28.46 163.98 Line Item Totals: 2143-SCHEMEL Grand Total Areas: 4,932.28 SF Walls 1,648.42 SF Floor 0.00 SF Long Wall 1,648.42 Floor Area 1,898.47 Exterior Wall Area 0.00 Surface Area 0.00 Total Ridge Length 1,673.65 SF Ceiling 183.16 SY Flooring 0.00 SF Short Wall 1,779.49 Total Area 196.83 Exterior Perimeter of Walls 0.00 Number of Squares 0.00 Total Hip Length 1,830.62 6,295.37 37,609.71 6,605.93 SF Walls and Ceiling 571.56 LF Floor Perimeter 590.83 LF Ceil. Perimeter 4,932.28 Interior Wall Area 0.00 Total Perimeter Length 2143-SCHEMEL 12/20/2022 Page:11 Summary Line Item Total 29,483.72 Material Sales Tax 492.85 Subtotal 29,976.57 Overhead 2,997.76 Profit 3,297.61 Service Sales Tax 1,337.77 Replacement Cost Value $37,609.71 Net Claim $37,609.71 Andrew Davis 2143-SCHEMEL 12/20/2022 Page:12 Main Level Kitchen N Living Room Laundry Room 1 �, ,• 5" s WH — 1 a Garage 20' 2u 2143-SCHEMEL "I U Y I •I' Master Bath 1 h, 9' � _ ISIcr Vanity K Master Bedroom - T - 4' s., Master CL T F— - S• K, 3 Hallway �41 ;y CL Bed 1 Bed 2 C 7 T —13'1" �-3•2" z4'1°---- 1 L1�J Main Level 12/20/2022 Page:13 F'rO ail �Hahrnlf[0ei' Rdllras8 phono it Fax fr NEBEL ONSTRUCT#ON Thomas E Knebei, Owner Experfance In all phmm of aonat=tlo . Call Phone: 479-W7-0802 .fop Name -- Job a Job I.oCmtlon Dazo oats of Plans IUchli0Ct We hereby submit specifications and est malos for: �0'4 !D0(1�ny.� 0 e propose hereby to furnish material and labor - complete In accordance will, the above specifications for the sum of: qq . lc-� ,ci 1 h payments to be made as follows; AhMW On d2vi%1KP Pram 4Lovr1 yr Ofi lg oxlra WSL Will MOW-" upan,wnrW otoor. and wiT boaxna an 01+zfra d:irw over and 1 Me *Stow re 'U apraor ants ru=angen[ upon shfkot. a=lda=u:, or delays d "Centret. espectrutfy ) submitted_ Mote - this proposal may be W4hdriiwn by us if not accepted Woin c�rr:epfaltirr of Proposal rvstz 136c9t . smdkationx and coW twn4 art r-a Iaclory and fire ' accVtsd You are aulhottwd lo'do the wwk as specffarj. tds will be made as acntined above. Signature Dollars WATER PURCHASE AGREEMENT This Agreement, made and entered into on this I day of , 20 , by and between Fayetteville of Fayetteville, Arkansas ("Fayetteville") and the City of Elkins, Arkansas ("Elkins") witnesseth: WHEREAS, Fayetteville owns and operates a water supply distribution system with a capacity currently capable of serving the present customers of Fayetteville system and the estimated number of water users to be served by Elkins; and WHEREAS, Elkins desires to purchase water from Fayetteville for distribution within the present service area of Elkins, and Fayetteville desires to furnish and sell water to Elkins for distribution within its present service area. NOW, THEREFORE, the City of Fayetteville, Arkansas and the City of Elkins, Arkansas agree as follows: 1. The City of Fayetteville, Arkansas agrees to: A. Furnish Elkins, at the point of delivery hereinafter specified, for distribution within its present service area, during the term of this agreement or any renewal or extension thereof, potable treated water meeting applicable purity standards of the Arkansas Department of Health, and in such quantity as may be required by Elkins, not to exceed 130 million gallons per year, and a maximum of 350 thousand gallons per day. Fayetteville shall not be obligated to provide water to Elkins at a rate greater than the amount(s) aforesaid. Total usage exceeding the amount(s) aforesaid shall be cause for renegotiation of this agreement. In the event Elkins requires water at a rate greater than herein provided, Fayetteville agrees, upon 30 days written notice from Elkins, to negotiate in good faith to provide for increased water volumes upon Elkins showing increased growth sufficient to warrant such increase. In determining the terms and conditions upon which such increase may be granted, Fayetteville may take into consideration any reinforcement of the eight (8) inch main(s) hereinafter referred to made necessary by the increase in volume if the reinforcement has not been accomplished by Fayetteville prior to the time it is required by Elkins. Elkins shall bear only that portion of those costs which are incurred as a result of Elkins's increase in volume. If any maximum allowable rate of usage specified is exceeded, an excess demand charge of 10% may be added to the bill for each day during which the maximum allowable rate was exceeded. If any maximum allowable rate of usage is exceeded, Fayetteville may install automatic, variable rate -of -flow controllers and charge the cost of same to Elkins. Fayetteville may install such rate of flow controllers at anytime at Fayetteville's expense. The excess demand charge shall not apply if the excess usage was beyond the control of Elkins. However, all customer usage is considered as being within the control of Elkins, as is system loss which is not promptly corrected by Elkins. It is further understood and agreed that Fayetteville's responsibility for the water ends at the meter box outlet or vault and Elkins agrees to indemnify and hold harmless Fayetteville from any and all liability incurred past the meter box outlet or vault. B. Furnish water at a reasonably constant pressure (due consideration being given to friction loss) from an existing eight (8) inch water main at a point located at the site described in Exhibit "A" attached hereto and made a part hereof If a greater pressure than that normally available at the point of delivery is required by Elkins, the cost of providing such greater pressure shall be borne by Elkins. C. Operate and maintain the water mains up to the point of delivery and maintain at point of delivery the necessary metering equipment, including a meter pit, check valves, and required devices of standard type for properly measuring the quantity of water delivered to Elkins, including a meter of proper size. The cost of maintenance and operation of the metering facility shall be borne by Fayetteville. The responsibility for testing and calibrating the meter rests solely with Fayetteville. A meter registering not more than two percent (2%) above or below 100% accuracy shall be deemed to be accurate. The previous reading of any meter disclosed by test to be inaccurate shall be corrected for the two (2) months previous to such test in accordance with the percentage of inaccuracy found by such tests. If any meter fails to register for any period, the amount of water furnished during such period shall be determined by average readings over a period of two previous months or a like month of a previous year, at Fayetteville's option. The metering equipment shall be read on a regular schedule each month. An appropriate official of Elkins at all reasonable times shall have access to the meter for the purpose of verifying its reading. The size of the meter shall be in keeping with anticipated water usage and/or demand. Currently, a four (4) inch meter is installed at the point of delivery. Elkins currently has a valve at the inlet side of the meter to shut off the supply and also to limit the flow of water to the rate permitted. Elkins also currently has a by-pass to the meter installed for use during periods of meter maintenance. The by-pass shall not be operated without express knowledge and consent of Fayetteville. The maintenance cost for the by-pass valves, fittings, and pipe shall be borne by Elkins. D. Fayetteville's responsibility for maintenance shall end at the outlet side of the meter box or vault. 2 E. Fayetteville agrees to furnish the Manager of Elkins with an itemized statement of the amount of water furnished and other charges to Elkins in accordance with Fayetteville billing policies and procedures. 2. The City of Elkins, Arkansas agrees to: A. Purchase water as required by Elkins and the consumers within the presently defined service area of Elkins, up to a maximum of 130 million gallons per year and 350 thousand gallons per day. B. Pay Fayetteville not later than the due date given on the bill for water delivered in the preceding reading period, in accordance with the rates as established by Fayetteville. If Elkins does not remit payment on or before the specified due date each month, a penalty equal to ten percent (10%) of the total payment amount due shall be added to such payment, and if not paid within thirty (30) days following the due date in which the original billing is due or the aggrieved party has not submitted a claim for arbitration as specified in Section 4, Fayetteville may discontinue delivery of water to Elkins as a last resort and may continue to deny delivery to Elkins until Elkins pays the total amount due. The rates for water and meter service charges presently in effect are illustrated by the attached schedule, marked Exhibit `B". It is mutually understood and agreed among the parties that Fayetteville may immediately pass along to Elkins any increases or decreases in rates imposed upon by Fayetteville by the Beaver Water District, its successors or assigns. The rates shall be adjusted to Elkins in the same amount as the increase or decrease from said water district. Elkins also understands and agrees that rates may be increased or decreased following the adoption of any rate study approved and adopted by the Fayetteville City Council. C. Maintain a backflow prevention device approved by Fayetteville and the Arkansas Department of Health. The backflow prevention device shall be inspected annually and maintained in accordance with Fayetteville City Code §51.146 — Backflow Prevention. D. Restrict water connections to those customers having adequate on -site sewage disposal systems. For purposes of this agreement, all on -site disposal systems previously approved by the Arkansas Department of Health shall be deemed adequate. New on -site systems shall be deemed adequate if the system is approved by the Arkansas Department of Health. 3. It is further mutually agreed between Fayetteville and Elkins as follows: A. That this agreement shall extend for a term of ten (10) years from the date of the signature on this agreement. Thereafter this agreement may be renewed for such term, or terms, as may be agreed upon by Fayetteville and Elkins. 3 B. That Fayetteville will, at all times, operate and maintain its system in an efficient manner and will take such action as may be necessary to furnish the quantities of water required by Elkins, up to the maximum amount as specified in Paragraph I (A) hereof. Temporary or partial failures to deliver water caused by the failures or difficulties in Fayetteville's system shall be remedied with all possible dispatch. Provided, however, Fayetteville reserves the right, in the event of acute shortage of water, to limit or discontinue water sales and service to Elkins. Any reduction or discontinuance of water sales and service for this reason shall not render Fayetteville liable for damages of any kind, it being understood between the parties that FayettevilIe's primary obligation is to furnish water and water services to the residents of Fayetteville, Arkansas. Fayetteville shall not be responsible for any damages to Elkins or its consumers by reason of emergency failures of water supply due to water main breaks, power failure, flood, fire, earthquake and other acts of God, or catastrophe, acts of war, insurrection or rebellion, acts of a public enemy, acts of any unauthorized person, firm, or corporation, or acts of Elkins, or during any periods of water reduction or discontinuance by reason of fire fighting or other emergency situation; nor shall such failures of water supply and/or discontinuance or reduction of water sales and service be construed as a breach of this agreement by Fayetteville. C. That this agreement is subject to such rules, regulations, or laws as may be applicable to similar agreements in the State of Arkansas and Fayetteville and Elkins will collaborate in obtaining such permits, certificates, or the like, as may be required to comply therewith. It is expressly understood and agreed that the sale of water herein provided for, from Fayetteville to Elkins, is a sale for resale, and Elkins agrees to maintain a sales tax permit as required by the State of Arkansas and agrees that it will collect and pay over to the Commissioner of Revenues of the State of Arkansas, any and all sales tax now or hereafter imposed upon the resale of said water to Elkins's consumers. D. That in the event of any occurrence rendering Elkins incapable of performing under this agreement, any successor of Elkins whether the result of legal process, assignment, or otherwise, shall succeed to the rights of Elkins hereunder. E. It is understood and agreed that the water to be supplied by Fayetteville to Elkins under this agreement is to be furnished for distribution within Elkins's service area. Elkins shall not extend its water main outside its defined service area, as identified in Exhibit "C", without the prior written consent of Fayetteville. Fayetteville shall have the sole discretion in determining the terms and/or conditions upon which its consent shall be given. 4 F. Elkins shall provide Fayetteville with a copy of all Sanitary Surveys of its water system within thirty (30) days of completion of the Sanitary Survey by the Arkansas Department of Health. G. In the event a portion of Elkins's water mains are constructed within the corporate limits of Fayetteville, Elkins is not permitted to serve consumers within the corporate limits of Fayetteville without prior written consent of Fayetteville. H. Elkins agrees that it will not during the period of this agreement or any renewal thereof, levy any franchise tax, occupation tax, or any other tax of any for whatsoever, by whatever name it may be called, upon Fayetteville, Fayetteville water system and appurtenances thereto, or the operations called for by this agreement. I. No provision of this agreement shall be construed to create any type of joint or equity ownership of any property, or partnership or joint venture, nor shall same create any other rights or liabilities and Customer payments (whether past, present, or future) shall not be construed as granting Customer partial ownership of, pre- paid capacity in, or equity in Fayetteville's system. J. This agreement may be terminated by either Elkins or Fayetteville upon breach by the other of any of the covenants or agreements contained herein, and the failure of the party in breach to remedy such a breach within thirty (30) days after receipt of written notice of the existence of such breach. Written notice shall be sufficient, if sent by certified mail, return receipt requested, postage prepaid, to the respective mayor or chairman of the parties hereto. 4. Remedies If either party to this agreement concludes that there is a breach of any terms of this contract, that party shall notify the other party by electronic mail and certified mail of the breach. After notification, the party in breach shall remedy the breach within thirty (30) days of receipt of the notice of breach. If the party claiming breach is not satisfied that the breach has been cured, then that party may pursue specific enforcement of the terms of this agreement through the Circuit Courts of Washington County, Arkansas. Prior to the filing of any action in the Circuit Courts, the parties should attempt to mediate any claims before a mutually agreeable mediator, the cost of which shall be shared equally by the parties to this agreement. A decision reached in circuit court or in mediation will in no way limit Fayetteville's or Elkins' power to enforce requirements directly against customers located in Elkins, nor will it preclude Fayetteville or Elkins from seeking other remedies including, but not limited to, specific performance. 5. Severability The sections, paragraphs, sentences, phrases, and clauses of this agreement are severable, and should any section, paragraph, sentence, phrase, or clause be declared invalid by the lawful decree of any court of competent jurisdiction, such invalidity shall not affect any other portion of this agreement. IN AGREEMENT WITH ALL THE TERMS AND CONDITIONS ABOVE, WE SIGN BELOW: CITY OF ELKINS, ARKANSAS By: TiCOY REED, Mayor ATTEST: By: Z�¢Zi�, DELIA FOSTER, City Clerk r CITY OF FAYETTEVILLE, ARKANSAS LIONELD JORDAN, Mayor ATTEST: I� KARA PAXTON, City Clerk -Treasurer EXHIBIT A City of Elkins Point of Delivery of Wholesale Water HuNTSV,<<FRo e w ate�,��ne O 0 $ yea 0 1800 S Van Hoose Dr WC 139 (4-inch meter) 8" waterline 1 O c Y l6 i� N Exhibit A 1800 S Van Hoose Dr w E WC 139 150 75 0 150 Feet s Winch meter) EXHIBIT B Wholesale Water Rates Rate per 1,000 gallons of water $2.96 Fixed Monthly Meter Fee 4" meter on Van Hoose Dr. $115.62 Rates will automatically increase by 3% on January 1" of each year. A rate study is in progress that could affect the currently published rates. EXHIBIT C City of Elkins Defined Water Service Area =,4N..�N.O.WTED N—M-57 =M -M-11VI wa IN —M.N- Service Area Boundary I JOB NO,: 11111111 DATE: SEPT. 2018 DESIGNED BY CRB DRAWN BY: O.C. CITY OF FAYETTEVILLE ARKANSAS .;acobs Fayetteville Monthly Report for December 2022 WEST SIDE WASTEWATER TREATMENT FACILITY 11 wu �...o.u..--# January 19, 2023 City of Fayetteville I Jacobs Fayetteville Client Monthly Report for December 2022 ,taco S Contents 1. Executive Summary....................................................................................................................................2 1.1 Team Jacobs................................................................................................................................................................2 1.2 Compliance..................................................................................................................................................................2 1.3 Financials......................................................................................................................................................................3 2. Plant Operations.........................................................................................................................................4 2.1 Process Control...........................................................................................................................................................4 3. Laboratory....................................................................................................................................................5 3.1 Noland and West Side Analysis............................................................................................................................5 3.2 BMSAnalysis...............................................................................................................................................................5 3.3 Noland Master Plan Sampling Project..............................................................................................................5 4. Biosolids Management Site.....................................................................................................................6 4.1 Biosol ids Operations.................................................................................................................................................6 4.2 Water Treatment Residuals....................................................................................................................................6 4.3 Hay Process and Production..................................................................................................................................6 4.4 Maintenance................................................................................................................................................................6 4.5 Dryer Installation Project........................................................................................................................................6 4.6 Revenue.........................................................................................................................................................................9 Table 4-1 : Revenue generated from the BMS..............................................................................................................9 Figure 4-1: Revenue generated from the BMSvia hay, fertilizer, and WTR....................................................9 5. Maintenance .............................................................................................................................................10 5.1 West Side....................................................................................................................................................................10 5.2 Noland.........................................................................................................................................................................10 5.3 Lift Stations...............................................................................................................................................................11 5.4 Key Performance Indicators/ Measures.......................................................................................................... 12 Figure 5-1: Labor Hours by Work Order Type............................................................................................................12 Figure 5-2: Work Order Count by Type.........................................................................................................................12 5.5 Capital Improvement Projects(CIP)................................................................................................................13 6. Industrial Pretreatment.........................................................................................................................14 Table 6-1 : Revenue generated from the Industrial Pretreatment Program(IPP).....................................14 Figure 6-1: IPP revenue total from surcharges, fees, and fines........................................................................15 Figure 6-2: Loads of hauled waste -by hauler and cumulative loads per month.......................................15 7. Woolsey Wet Prairie................................................................................................................................16 8. Sustainability, Community Involvement & Recognitions..............................................................19 8.1 Sustainability............................................................................................................................................................19 8.2 Community Involvement.....................................................................................................................................20 9. Health & Safety........................................................................................................................................21 Jacobs— Fayetteville Project ON Jacobs Fayetteville Client Monthly Report for December 2022 jaco S. 1. Executive Summary 1.1 Team Jacobs The Fayetteville team consists of 48 members of which only 97.5% is dedicated to the Fayetteville Projects and 2.5% are assigned to assist with other Jacobs Projects. During the month there were six open positions. The Jacobs Regional Support team was utilized to assist with the work order backlog, capital improvement projects, and various special projects. The Employee Vacancy and Project Status Report is presented in Attachment B. 1.1.1 Special Projects Dryer Installation Project The Dryer Installation Project Phase I Out of Scope Agreement was authorized on October 13, 2022. The team documented the project status and provided 527.5 labor hours to the dryer installation project during the month of December. Additional details for the dryer installation project are provided in Section 4.5 of this report. Noland Master Plan The city engaged Garver Engineering to develop the Noland 2023 Master Plan. On September 21, Garver hosted the kickoff meeting with attendees from the City and Jacobs. On September 30, we received a Site Records and Maintenance Data Request along with a sampling location list. The staff developed a Sampling Plan, and thiswas submitted to the city on November 28, 2022. On December 1, the site hosted the Noland Facility Assessment tour. The attendees included approximately 12 Garver Engineers, 8 Jacobs Employees, and 2 City Representatives. The team completed the additional sampling request during December and the sampling details are provided in Section 3.3. The staff provided a total of 120.5 labor hours to the Noland Master Plan Project. Data reports are pending on three analytes. 1.1.2 December Team Events The Northwest District Meeting of the Arkansas Water Works & Water Environment Association (NWD AWW&WEA) was held in Fayetteville and sponsored by, among others, the City of Fayetteville and Jacobs. Presentations included Jacobs' Maintenance Supervisor, Josh AlIeman, with an overviewon the benefits of utilizing the Artesis®innovation tool in a predictive maintenance program. Other topics covered were electrical safety, decentralized wastewater, disc filtration, hydroxyl radicals in odor control, and construction costs during supply shortages. The Fayetteville meeting isamong the largest attendance numbers for the district and always serves as an excellent opportunity for training, collaboration, and networking. 1.2 Compliance 1.2.1 Noland The Noland facility met all discharge permit parameter Iimits throughout December and there were no sanitary sewer overflows reported at the facility or lift stations. Jacobs— Fayetteville Project '1 Jacobs Fayetteville Client Monthly Report for December 2022 jaco S 1.2.2 West Side The West Side facility met all discharge permit parameter limits throughout December and there were no sanitary sewer overflows reported at the facility or lift stations. 1.3 Financials The month ended with a positive financial variance and increased slightly when compared to the previous month. The non -labor expenses continued to increase, which may reflect the inflation costs of material and supplies. The labor expenses continue to decrease due to the staff vacancies. As indicated in the Budget Performance Table (below), the year-to-date projected budget for the year is favorable by $87,050. Budget Performance Month Labor Dollars Non -Labor Dollars Monthly Dollars Jan 2022 -$34,089 -$17,464 -$51,553 Feb2022 -$72,873 $21,341 -$51,532 Mar 2022 -$98,957 $130,732 $31,775 Apr 2022 -$110,221 $208.6471 $98,426 May 2022 -$131,579 $186,715 $55,136 Jun 2022 -$199,357 $177,033 -$22,324 Ju12022 -$229,869 $171.817 -$58,052 Aug 2022 -$174,682 $147.098 -$27,584 Sep2022 -$226,841 $155,564 -$71,277 Oct2022 -$252,983 $208,153 -$44,830 Nov 2022 -$297,647 $246,690 -$50.957 Dec2022 -$279.226 $192,176 -$87,050 Minimum -$297,647 -$17,464 -$87,050 Ma)amum -$34,089 $246,690 $98,426 Budget Performance Graph / Labor / Yon -Labor / V.naae Jacobs— Fayetteville Project ON Jacobs Fayetteville aient Monthly Report for December 2022 jaco S. 2. Plant Operations The Noland and West Side Water Resource Recovery Facilities (WRRF) effluent discharges were 100% in compliance with the National Pollutant Discharge Elimination System (NPDES) permit. Events and operational endeavors are detailed in this section. A table summary of the effluent quality and influent loadings are provided in Appendix A. During December, ambient temperatures reached -2.9 °F and remained low for several days. Due to the below -freezing temperatures, the Noland and West Side facilities experienced multiple issues with broken lines. All breakages were successfully identified, contained, and repaired without any water being released outside of containment. 2.1 Process Control 2.1.1 Noland The Noland WRRF experienced a decrease in influent BOD (Biochemical Oxygen Demand) from the previous month. The Noland facility has a history of intermittent problems caused by lower basin temperatures inhibiting nitrification. During near -record low temperatures, Return Activated Sludge (RAS) feed ratesand basin Mixed Liquor Volatile Suspended Solids (MLVSS) were monitored to ensure proper treatment. The staff recorded 3.3 inches of rain at the Noland facility. On January 11, the elevated influent daily flows peaked at 12.67 million gallons. 2.1.2 West Side The West SideWRRFinaintained full biological treatment during December, which saw heavy rain events and sub -freezing temperatures. On January 14, a peak daily influent flow of 17.87 million gallons was recorded, and the influent flow peak of 27.10 MGD was recorded on January 13. Jacobs— Fayetteville Project ON Jacobs Fayetteville Client Monthly Report for December 2022 jaco S. 3. Laboratory The Jacobs Fayetteville Laboratory provides sampling and analysis for process control and regulatory compliance for the WRRF's, BMS, and IPP. 3.1 Noland and West Side Analysis A lab data quality control excursion resulted in non -reportable data for the White River and Goose Creek samples col I ected on December 12t". The glucose gl utam is acid standard recovery was out of QC control limits and the data affected by the QCfailure is not used in the monthly discharge monitoring report. Over -depletion of oxygen in the GGA standard can be the result of changes in the concentration of microorganisms in the seed material. Seasonal seed concentration changes and colder temperatures weresuspected to bethe root causeand theseed inoculation volume was lowered. QC results returned to normal and no other data quality excursions were observed. West Side Goose Creek samples were collected and sent to Cove Environmental to complete a Whole Effluent Toxicity Screening test as outlined in the Toxicity Reduction Evaluation Plan. The sample analysis did demonstrate toxicity to the fathead minnow, Pimephales promelas in the 100% dilution. The test was repeated two weeks later and passed, exhibiting no toxicity. 3.2 BMS Analysis A sample was collected from Solar House E on December 12 and analyzed for % solids in the Dryer installation evaluation. Data results were 14.5%total solids and 82.2% volatile solids. 3.3 Noland Master Plan Sampling Project The Master Plan Sampling event was conducted in December for the collection of over 500 samples and the generation of 1200 data points. Samples were collected at nine locations and tested for 17 analytes in the evaluation of wastewater treatment efficiency. The data will be utilized by Garver Engineering in the assessment of future improvement projects to assist the treatment process operations. Jacobs— Fayetteville Project ON Jacobs Fayetteville Client Monthly Report for December 2022 jaco S. 4. Biosol ids Management Site 4.1 Biosol ids Operations During the month of December, the WRRF's produced 1,769 wet tons of belt -filter -pressed biosol ids. Approximately 24 tons were sent directly to the I andfi I I. These solids were sent from the presses tothe landfill because Solar House F was taken out of service for the new dryer installation. Approximately 1,745 wet tons were spread into the solar houses and partially dried before disposal at the landfill. During the month, 1,441 tons of partially dried biosolids were sent to the landfill. This computes to 304 tons of water removed from the material before disposal. By partially drying biosolids before hauling to the landfill, it is estimated that $14,650 was saved in tipping fees. The total cost of tipping fees for December was about $70,628. A tipping fee is the amount charged by the owner or operator of a landfill for the acceptance of a unit weight or volume of solid waste for disposal. The Tontitown EcoVista landfill charges approximately $48.19 per ton to dispose of biosolids. The tipping fee savings is calculated by the weight difference between biosolids produced at the WWRF's and what was disposed of at the landfill in December. Then the difference is multiplied by the tipping fee. Additional costs such as labor and fuel are not included in the tipping fee savingsformula. The main goal isto eliminate external costsand decrease the amount of material applied at the landfill. 4.2 Water Treatment Residuals The Beaver Water District delivered 1106.91 tons of Water Treatment Residuals (WTR) during the month. The revenue generated for this month was $36,054.92. 4.3 Hay Process and Production The hay season closed last month and this month 8,209 tons of hay was provided to Fayetteville residents and farmers. The hay revenue generated this month was $6,018.95. 4.4 Maintenance Unit 768 is pending repairs as labor resources are occupied with the new dryer installation. In its absence, Asset 5070 (trailer spreader) is being utilized for the Water Treatment Residual (WTR) application. Due to the timing constraints of the dryer project, the unit will need to be sent to a local repair shop. The unit is scheduled for repair in January. 4.5 Dryer Installation Project On December 28, Solar House Fwas removed from service to allow the construction of the new dryer's trench drain. Solar House F will no longer exist and is now referenced as the new Dryer Building. The loss of Solar House F will negatively affect the solar drying capacity. The solar drying capacity loss is approximately 85 tons or 4 truck -loads of biosolids. To mitigate the loss, the hauling and landfill disposal will increase until the dryer is operational. Jacobs— Fayetteville Project ON Jacobs Fayetteville Client Monthly Report for December 2022 jaco S. Trench Drain Installed for new Thermal Dryer Solar House F was taken out of service and the loss of drying capacity will be minimized by taking loads directly from belt filter presses to the landfill. The staff made substantial progress during the construction phase of the dryer project. In December, the following taskswere completed: 1. Idlers and rollerswere installed on the 180' belt -conveyor. The conveyor is ready to be permanently fastened into position and final connectionsto be completed. Thermal Dryer Construction Rollers were installed for the 180-foot belt conveyor. 2. Bevator 1 was repositioned to accept material from the 180' conveyor, and to discharge material into the biosolids hopper. The unit was staged and is pending permanent placement following the dryer placement and final connections. Jacobs— Fayetteville Project I Jacobs Fayetteville Client Monthly Report for December 2022 jaco S Thermal Dryer Construction Elevator 1 is repositioned to accept material from conveyor that discharges into hopper. 3. Bevator 2 was moved into the solar house and staged but will likely have to be repositioned once the dryer is positioned so that material can be discharged directly into the dryer's collection box. 4. The barrier blocks which protect the 180' conveyor from loading equipment were installed in solar houses A — E. The barrier blocks were also reinforced with cribbing to assure the structures do not move. Thermal aorw Wxkt w4 Dryer reinforce" NN o►6bnq Construction UKI protect &* Comyrtw hom ioaeeq equipment 5. The 18' x 18' concrete foundation was framed and poured which will support the new dryer's cooling tower. The foundation blueprints included 3- 12' curbs. Jacobs- Fayetteville Project '1 Jacobs Fayetteville Client Monthly Report for December 2022 jaco S Thermal Dryer Construction 18' x 18' concrete slab will support the cooling tower for the new thermal dryer. 4.6 Revenue Table 4-1: Revenue generated from the BMS Product Tons Sold/ Received Revenue Generated Hay Fertilizer Water Treatment Residuals $600,000 $500,000 $400,000 $300,000 $200,000 $100,000 82.09 0 1---r ,106.91 Figure 4-1: Revenue generated from the BMSvia hay, fertilizer, and WTR Revenue Generated Biosolids Management Site r— r- 10 0 Monthly 2021 Monthly 2022 Cumulative 2022 $6,018.95 $0 Jacobs— Fayetteville Project I Jacobs Fayetteville Client Monthly Report for December 2022 paco S 5. Maintenance 5.1 West Side Below freezing temperatures resulted in several issues with the reuse (W3) water system which is used in the biosolids handling building. The maintenance team worked to repair all line breaks and insulate exposed piping from refreezing. This was a great team effort, and the faciIity experienced no unplanned discharges as al I I ine breaks were contained. Oe- West Side W3 Repair Sub -freezing temperatures resulted in several line breaks. The W3 line at West Side was repaired and received new insulation. 5.2 Noland In the month of December, the team began decommissioning and removing all six anoxic mixers on the west biounit. These mixers will be replaced with six new Banana style FLYGT mixers that were received in late November. The team also shipped two aerator blades to JCI for evaluation and repair. A request for approval of funds will be submitted after the quote is received. The goal is to have this biounit rebuilt and returned to service by March of 2023. Jacobs— Fayetteville Project ON Jacobs Fayetteville Client Monthly Report for December 2022 jaco S i V Noland Anoxic Mixers are removed in preparation for new banana FLYGT mixers The biological unit RAS well pump #1 tripped due to thermal overload. The team conducted a root cause troubleshooting analysis and was unable to determine the failure. The pump was removed from service and sent for further evaluation of electrical issues within the motor. The repair quote from Jack Tyler is pending and the repair processwill be scheduled once additional details are obtained. 5.3 Lift Stations Lift station 5 on Gregg Avenue, Pump 1 was returned to service which provided the station three of the four pumps available for use. Pump 4 is scheduled to be returned from Bectric Motor Center by the middle of January. Noland Bio Unit RAS Pump RAS pump 1 tripped thermal toad warning and was sent for further evaluation and repair quote. Jacobs— Fayetteville Project ON Jacobs Fayetteville Client Monthly Report for December 2022 jaco S. 5.4 Key Performance Indicators/ Measures Figure 5-1: Labor Hours by Work Order Type — 64.00, 0 ---, ❑ 0.00, 0 ❑ 326.25.0 ❑ 559.33, 0 26.06, 0 ❑administrative ❑corrective maintenance emergency ❑ 33.25, 0 El corrective maintenance non emergency corrective maintenance from pm/pdm ❑ preventive maintenance ❑ 951.40, 0 Figure 5-2: Work Order Count by Type ❑administrative ❑ corrective maintenance emergency ❑ corrective maintenance non emergency corrective maintenance from pm/ pdm ❑ preventive maintenance prof ect ❑ safety ❑ 149� prof ect ❑ safety 2, 0% ❑ 0, 0% ❑ 45, 3% 0 8, 0% Jacobs- Fayetteville Project '7 Jacobs Fayetteville Client Monthly Report for December 2022 jaco S. 5.5 Capital Improvement Projects (CIP) The Lift Station #7, Hamestring, Pump #5 was reinstalled and returned to normal operational status. The pump was previous sent to Evans Electrical due to unforeseen electrical issues which had caused the pump to seize earlier in the year. The Lift Station #5, Gregg Avenue, Pump #4 was returned to service following the pump rebuild project. This project was approved in 2021 as an unplanned GP item. The pump rebuild project was delayed due to supply chain issues. Jacobs— Fayetteville Project 13 I Jacobs Fayetteville Client Monthly Report for December 2022 paco S 6. Industrial Pretreatment All permitted industries schedu I ed faci I ityshutd owns of various I engthsdue to the Christ m as and New Year holidays. Wolfspeed, Inc. became the most recent categorical industrial user in Fayetteville under the Bectrical and Dectronic Components, Semiconductor sub -category for new sources (§469.18). This industry is required to self -monitor for metals and cyanide quarterly and total toxic organics (TTO) semi-annually, unless submitting certification in lieu. The flow is estimated to be 55 gallons per day. Annual compliance inspections and sampling were completed for significant industrial users Marshalltown Tools, Hiland Dairy, ConAgra, Tyson, Ecotech, Okhart,and Custom Powder Coating to determine compliance status with the industrial waste discharge permit, City of Fayetteville Code, and 40 CFR Part 433, 403, 463, 468, and 433 respectively. All were found in compliance. Hiland Dairy entered into an agreement with the City of Fayetteville detailing a compliance schedule which includes explicit deadlinesfor installing a flow meter. The flow meter will sustain calibration requirements, per permit FAY05. A flow meter has been purchased by the date specified within the schedule; but due to shipping delays, was not able to be installed by the completion date. However, as required, Hiland submitted a request for an extension. This extension was approved, and the flow meter shall be installed in January. A Pretreatment Compliance Inspection (PCI) was performed by ADEQ during September; no violationswere noted at the time of this inspection. Monthly surcharge and waste hauler reports were completed and sent to the city for billing. For revenue generated from the IPP, see Table 6-1 and Figure 6-1 . Table 6-1: Revenue generated from the Industrial Pretreatment Program (IPP) Revenue $38,052.72 , Surcharges on November data $1,550.00 1 Feesfrom hauled waste accepted in December $0.00 Other fees paid in December $0.00 Fines assessed in December Zero violations for all industrial users Violations on November data Jacobs— Fayetteville Project 14 Mill Jacobs Fayetteville Client Monthly Report for December 2022 jaco S Figure 6-1: IPP revenue total from surcharges, fees, and fines Revenue Generated Industrial Pretreatment Program $140,000 $120,000 $100,000 $80,000 $60,000 $40,000 $20,000 � O ❑ 2021 Monthly Surcharge Fees plus Hauled Waste Fees ❑ 2022 Monthly Surcharge Fees plus Hauled Waste Fees Figure 6-2: Loads of hauled waste -by hauler and cumulative loads per month Hauled Waste Summary 70 50 40 30 20 10 0 I-rT- FF rr rr rf IT 4, �y� ,oet met met ■ 2022 APT ■ 2021 APT ❑ 2022 BJ ❑ 2021 BJ 2022 TOTAL ■ 2021 TOTAL ■ 2022 CIC Jacobs— Fayetteville Project ON Jacobs Fayetteville Client Monthly Report for December 2022 jaco S. 7. Woolsey Wet Prairie A review of the 2022 hydrologic record highlights a year of seasonal precipitation extremes. Although total annual precipitation ended higher than normal at 52.2 inches, compared to a regional normal of 48.5 inches, a closer look at seasonal rainfall trends emphasizes two noteworthy extremes. For example, spring experienced a 3-month window (March -April -May) with several large storm events resulting in a 7.5-inch precipitation surplus compared to regionally normal averages. Summer -fall followed with an extended 5- month window (June through October) that experienced a 5-inch precipitation shortage. While large rainfall surplusesand shortages present many operational challenges, Woolsey Wet Prairie is admirably adapted to accommodate such seasonal rainfall swings as part of the wet -prairie cycle of retaining the standing surface water for extended periods while also drying up late summer into early fal I. Following an especially dry August and September nearly all surface water had dissipated, even from the remnant farm ponds, which rarely occurs. Limited periods of completely dry conditions are desirable for promoting some of Woolsey's most rare wet -prairie ecology, namely the Crayfish frog which thrives in habitatswith temporal water sources. The end of the year vegetation management included finalizing all controlled burn safety preparations, namely removing standing vegetation from around various structures and signage within the designated burn area. Areas adjacent to 30 utilityand wetland related structures are fine-cut and raked to protect them from fire exposure and excessive heat. Similarly, vegetation is cut from around another 3-dozen area signs to diminish fire intensity and minimize damage -risk. Jacobs— Fayetteville Project 16 ON Jacobs Fayetteville Client Monthly Report for December 2022 ;acO S. Year 2022 Woolsey Wet -Prairie Annual Surface Water Monitoring Table Month Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec ANN 7rebO. ACT NRM I DiFf 1 16 18 •1.3 37 28 0.9 46 a0 0.6 71 46 2.6103 60 4.3 16 6.0 -2.5 26 35 -OA a.6 32 1.4;9 48 .1.0 44 43 0.1 56 42 1.1 32 32 0.0 522 485 3.7 Surface H2O z z x x x x z 7 of 12 ES WOF Ret. NA - _ % X - - - - - - - 2 of 12 ;2- Log Combo 0: 7:5 7:5 7:5 7:5 7:5 5: 5: 5: 5: 5: 5: "^+ Height (in.) 0 12 12 12 12 12 5 5 5 5 5 5 Pond Ret. x z x x x x x x x ! x x 11 of 12 E4 S. H2O x x x x x x x 7 of 12 WOF Ret. NA % % % % - NA NA M NA NA - 4 of 12 19• L.C. 0: 7:5 7:5 7:5 7:5 7:5 0: 0: 0: 0: 0: 5: ' H.(in.) 0 12 12 12 12 12 0 0 0 0 0 5 S.H2O z z x x x S of 12 E3 WOF Ret. NA X - X X - - - - - - - 3 of 12 11- LC. 0: 7:5 7:5 7:5 7:5 7:5 7:5 7:5 7:5 7:5 7:5 5: u, Ma` H.(in.) 0 12 12 12 12 12 12 12 12 12 12 5 VE 1 S. H O z z x x x x x 7 of 12 WOF Ret. NA X X X X - - - - - - E 4 of 12 c 21' L.C. 0: 7:5 7:5 7:5 7:5 7:5 7:5 7:5 7:5 7:5 7:5 5: «� M+' H.(in.) 0 12 12 12 12 12 12 12 12 12 12 5 3 E2 S. H2O x x x x x x x 7 of 12 WOF Ret. NA X X X X 4 of 12 21- LC. 0: 7:7:5 7:7:5 7:7:5 7:7:5 e 7:5:5 7:5:5 7:5:5 7:5:5 7:5:5 7:5:5 7: W. H.(in.) 0 19 19 19 19 17 17 17 17 17 17 7 S.H2O x x x x x x x x x 9 of 12 W1 WOF Ret. NA X X X % - - - - - - - 4 of 12 a- LC 0: 1:7 7:7 7:7 7:7 "� 7:7 7:5 7:5 7:5 7:5 7:5 5: H. (in.) 0 14 14 14 14 14 12 12 12 12 12 5 Pond Ret. x x x x x x x x x ! x x 11 of 12 S. H2O x x x x x x x 7 of 12 W2 Max Ret. X X X X X X 6 of 12 L.C. NA NA NA NA NA NA NA NA NA NA NA NA H.(in.) NA NA NA NA NA NA NA NA NA NA NA NA JACOBS' Last month, the herbicide treatment was discussed and there were a few inquiries about the selection and use of herbicides. Through the use of Invasive Vegetation Management, we can minimize the impact of invasive plant speciesto the natural biome that is so vital to the ecosystems that thrive in our area. It is our goal to inhibit the introduction and proliferation of species that reduce the overall biological diversity and can bring disease and damage to our native plant and animal species. The careful and safe application steps listed below help us target those specieswhile minimizing the impact to the native beauty of our treatment areas. With careful attention to these steps,we have been ableto witnessnumerous plant and animal species that were once thought to be in critical danger or non-existent. For example, the return of White Prairie Sagebrush (Artemisia ludoviciana ssp. mexicana); considered an Arkansas (Rare) Tracked Species of Special Concern. We have been intentionally contributing to a multi -year effort to expand it throughout Woolsey upon its unexpected discovery and protect Washington County's only documented population on the north side of the solar fields. Best Management Practices (BMP) for Herbicide Selection. Application. and Monitoring Utilizing herbicide chemicals specifically recommended by the city's contracted environmental consultant group, Eco. Inc, for Woolsey Wet Prairie's vegetation management. 2. Useof selective herbicides specif ical ly matched to target species rather than applying nonselective, or pre -emergent, herbicides that eliminate all vegetation species. Jacobs— Fayetteville Project ON Jacobs Fayetteville Client Monthly Report for December 2022 jaco S. a. Example: Apply a broadleaf specific herbicide to broadleaf invasives and grass -selective herbicides for treating invasive grasses rather than applying a non -selective herbicide that impacts all vegetation within the treatment area. 3. Utilizing hand-held or backpack spot- spray appl i cation methodology within Woolseythat narrowly targetsspecific plantsfor herbicide application and reducesthe over -application of chemical onto surrounding vegetation. Industrial sprayer and boom -spray applications, which involve comparatively large application volumes and broad application areas are not employed within Woolsey'swetland cell areas. 4. Closely following herbicide label application instructions and precautions, i.e., not applying chemicals into waters, utilizing more conservative mixture concentrations and Conservation Reserve Program (CPR) recommendations, when available. 5. Tracking and submitting for review (via Eco, Inc) all herbicide application volumeswithin Woolsey Wet Prairie to ensure we stay well under label annual application volume limits. 6. Encouraging annual university research and monitoring of Woolsey Wet Prairie bird, reptile, amphibian, and butterfly populationsas indicators of habit health. Jacobs— Fayetteville Project 18 '1 Jacobs Fayetteville Client Monthly Report for December 2022 jaco S 8. Sustainability, Community Involvement & Recognitions 8.1 Sustainability 8.1.1 Recycling & Waste Diversion Stats for 2022 One of the annual sustainabi I ity goals fort he Jacobs Fayettevi I I e team fort he year 2022 was to improve waste diversion through education and participation from Project staff in the use of best practices for mixed and specialized recycling and overall waste reduction by keeping in -line with the City of Fayettevil le's goal to maximize solid waste reduction, diversion, and recycling, achieving a goal of 40% waste diversion by2027, and Jacobs Plan Beyond 2.0 sustainability strategy. Multiple recycling sorting and collection `stations' were established or improved upon throughout the project and several trainingswere held during quarterly Project wide meetingsto help establish best practicesand comply with Fayetteville's recycling program. In addition to improved recycling practices, during our fall community event at the West Side WRRF and at four staff lunches hosting 40-55 people in 2022, 90% of the food related dining productswere compostable, paper products or reusable ware versus single -use plastics or Styrofoam. It is estimated around 150 Ibs of total waste generated from these events was diverted as biodegradable instead of 150 Ibs of `forever' waste going to the landfill. Below isatable highlighting the metricsof improved recycling and landfill diversion in 2022 compared to 2021: Mixed Recycling (Ibs) Disposable Batteries (Ibs) Scrap Metal Copper wire Waste Oil (Plastics #1 & #2, Gloves (Ibs) (Battery Solutions) (tons) (tons) (gallons) Aluminum, Glass, (Teracycle) Cardboard & Paper) 2021: Jan - Dec 1,315 75 10 66.1 18.9 250 2022: Jan - Dec 2,430 150 16 82.6 75.6 250 Measured Waste Diversion 85% 100% 60% 25% 300% 0% Improvement (%): 8.1.2 Recognition In December, Jacobs was recognized in the prestigious Dow Jones Sustainability World Index 2022 (DJSI) and a position in the CDP's A -List for the first time. The CDP A -List showcases leaders in environmental action and transparency utilizing bold climate action and a commitment in the fight against climate change. Jacobs has also received a gold medal in the EcoVadis Sustainability Ratings and was recognized as a leading organization in the Wall Street Journal's 250 Best -Managed Companies of 2022. Jacobs— Fayetteville Project ON Jacobs Fayetteville Client Monthly Report for December 2022 jaco S. 8.2 Community Involvement 8.2.1 Community Investments In addition to the many hours spent volunteering and collaborating with the Illinois River Watershed Partnership (IRWP) and the Beaver Watershed Alliance (BWA) on behalf of the City of Fayetteville and as a fellow invested stakeholder in the long-term resiliency of NWA's watersheds, Jacobs donated $1,000 to each of these excellent non -profits in December, as their continued success translates to greater quality of life for our entire NWA community. Jacobs helped sponsor (--$500) the Northwest District Arkansas Water Works & Water Environment Association (NWD WW&WEA) annual meeting and award ceremony in December. The mission of the NWD AWW&WEA is to encourage the education and licensing of its members in the fields of water and wastewater systems and to provide a venue by which the members can share information, obtain training, and improve the overall standing of the profession within the NWArkansas communities. Jacobs Team Receives 2022 NWD AWW & AWEA,. AwardsO Northwest District of the Arkansas Waterworks KM & Water Environment Association 8.2.2 Recognition -Ask, 1.F Jacobs employee Peter Burrow, Fayetteville's Biosolids Management Site's Manager, received the Individual Achievement Award for Wastewater 3 _ Manager of the Year in recognition of his tireless efforts in managing BMS and its team. Johnson Byrd, Fayetteville's Industrial Pretreatment Coordinator, received the Individual Achievement Award for Wastewater Pretreatment Professional for the ow 2022 Wastewater Manager ofthe Year second year in a row. Three Jacobs employees, Mayo Miller, Austin Ramsfield, and Jeff Hickle were on the board of the NWD AWW&WEA for the year 2022; Austin Ramsfield also had taken on the role of Secretary/Treasurer for 2022 and was nominated to be the NWD AWW&WEA Committee Chair for 2023. Jacobs— Fayetteville Project ON Jacobs Fayetteville Client Monthly Report for December 2022 jaco S. 9. Health & Safety The facility has developed inspired initiatives heading into the 2023 year. The safety team will consist of a chairman and four delegates. The plant will continue its focus on providing quality safety training to its staff. The staff completed more than 260 safety training events throughout 2022. Jacobs demonstrates a continuous commitment to providing high quality safety training to its employees. The team will look for hazard elimination initiatives going forward into 2023.This process starts with looking at existing moderate to elevated level hazards.The next step isto implement the hierarchy of control matrix.The matrix includes safety controls for hazards. The first level of safety control protection is the use of proper PPE (personal protective equipment). The next level is administrative actions such as staff rotation, frequent breaks, and other detailsthat change the behavior of people rather than removing the hazard. The final and best option is engineering a solution to eliminate a hazard. This step is a big initiative for the facility going forward. The safety team will provide training and discussion during the next quarterly plantwide meeting. The training will cover the site safety manual and will include updatesto useful response actions and contact information. Jacobs— Fayetteville Project 21 Mill Jacobs Fayetteville - Client Monthly Report for December 2022 jaco S Appendix A. Additional Information Effluent & Influent Data White River Effluent Characteristics 2022 Monthly Average ( Mo) WR CBOD (mg/ L) WR CBOD (Ibsl d) WRTSS (mg/ L) WRTSS (Ibsl d) WR Phos (mg/ L) WR Phos (Ibsl d) WR Ammonia (mg/ L) WR Ammonia (Ibsl d) D.O. Avg m L in ( g/ ) pH Min (s.u.) pH Max (Su') Fecal Coliform (MPN/ ) Permit Limit 20.0 2,102 15.0 1,576 1.0 105.0 4.0 420 8.7 6.0 9.0 1,000 December January 6.2 2.9 146 1.8 91 0.15 8.0 0.07 4 19.5 7.3 7.5 21 February 5.9 4.2 211 3.4 171 0.17 8.0 0.08 4 19.5 7.3 7.5 21 March 6.1 3.9 192 3.6 178 0.16 8.3 0.42 23 18.6 7.2 7.5 19 April 8.8 3.6 269 2.1 157 0.15 11.4 0.13 9 15.9 7.3 7.5 27 May 8.4 4.1 287 2.0 136 0.18 12.1 0.07 5 13.9 7.1 7.6 36 June 6.0 5.2 261 3.6 183 0.35 17.9 0.12 6 16.2 7.0 7.6 37 July 5.2 2.9 160 1.5 79 0.36 19.0 0.11 4 15.6 6.9 7.6 107 August 5.3 4.4 192 1.6 70 0.33 14.5 0.06 3 15.1 7.2 7.6 136 September 4.5 3.8 142 1.7 63 0.30 10.5 0.06 2 15.9 7.5 7.7 66 October 4.3 4.1 141 1.4 50 0.12 4.2 0.09 3 17.3 7.4 7.6 41 November 4.6 3.4 128 1.5 55 0.15 5.5 0.24 7 16.6 7.4 7.6 51 December 6.2 4.2 215 2.7 140 0.15 8.2 0.13 6 14.9 7.4 7.6 22 Average 5.9 3.9 195 2.2 114 0.21 10.6 0.13 6 16.6 7.2 7.6 49 Jacobs- Fayetteville Project Jacobs Fayetteville —Client Monthly Report for December 2022 White River Effluent Characteristics— Minerals 2022 WRTDS WRTDS WRSulfate (mg/ L) (I bs/ d) (mg/ L) Permit Limit 500 52,542 119 Decem ber January February March April May June July August September October Novem ber Decem ber Average 315 16,215 60 351 17,380 77 325 16,343 67 296 22,171 65 310 21,509 50 368 20,717 47 374 20,534 53 361 15,694 57 372 14,106 67 383 13,385 74 390 13,159 62 375 16,383 54 352 17,300 61 WRSulfate (Ibs/d) 12,505 3,443 3,686 3,453 4,413 3,736 2,932 2,201 2,643 2,922 1,654 2,079 2,499 2,972 WR Nitrate (mg/ L) report 3 4 3 5 8 8 11 7 5.1 10 9 6 7 Jacobs WR Nitrate (Ibs/d) report 155 182 144 339 613 474 457 334 222 224 298 292 311 Jacobs— Fayetteville Project ON Jacobs Fayetteville -Client Monthly Report for December 2022 oaco S Goose Creek Effluent Characteristics Monthly D.O. GC GC GC GC GC Fecal 2022 Average GCCBOD GCTSS GCTSS Avg pH Min pH Max CBOD Phos Phos Ammonia Ammonia Coliform Flow (Ibs/d) (mg/L) (Ibs/d) Min (s.u.) (s.u.) (mg/L) (mg/L) (Ibs/d) (mg/L) (Ibs/d) (MPN/100ml) (MGD) (mg/L) Permit Limit 13.3 1,109.2 15.0 1,251 1.0 83.4 3.7 341.9 8.7 6.0 9.0 1,000 December January 9.0 2.0 145.5 1.0 73 0.06 4.2 0.03 1.96 10.9 7.1 7.4 7 February 11.4 2.0 190.3 1.0 95 0.06 6.1 0.06 6.9 11.0 7.0 7.3 5 March 11.0 2.0 189.2 1.0 94 0.07 6.9 0.05 7.0 10.6 7.0 7.4 6 April 12.8 2.0 228.1 1.0 112 0.07 7.7 0.06 8.4 10.1 7.0 7.4 5 May 12.6 2.0 210.2 1.0 109 0.13 14.9 0.04 4.0 9.6 7.0 7.5 6 June 7.7 2.0 127.7 1.0 65 0.07 4.7 0.06 4.4 9.1 7.2 7.7 7 July 5.8 2.0 91 1.0 47 0.13 6.0 0.05 2 8.6 7.3 7.8 9 August 7.3 2.3 144.6 1.0 62 0.07 4.5 J 0.05 3.4 8.7 7.3 7.7 12 September 6.8 2.5 138.0 1.0 55 0.06 3.3 0.03 1.6 8.8 7.3 7.7 8 October 6.6 1.8 101.1 1.0 57 0.08 4.6 0.30 25.2 9.2 7.2 7.6 11 November 8.0 1.9 123.5 1.0 64 0.06 4.1 J 0.06 4.3 9.9 7.2 7.6 6 December 9.5 2.0 154.1 1.0 79 0.10 9.2 0.05 4.3 10.4 7.0 7.5 6 Average 9.0 2.0 153.7 1.0 76 0.08 6.3 0.07 6.1 9.7 7.1 7.6 7 Jacobs- Fayetteville Project Jacobs Fayetteville -Client Monthly Report for December 2022 Paul IR Noland Influent Characteristics Monthly Hydraulic Noland Average Loadings WRRF Flow Percent of (MGD) Design Designed 12.6 (Annual Avg.) January 5.5 44.0% February 7.2 57.3% March 7.1 56.5% April 8.9 70.5% May 8.1 64.1 % June 4.9 39.2% July 3.9 30.6% August 4.8 38.4% September 4.4 34.7% October 4.3 33.8% November 5.8 46.1 % December 6.0 47.6% Average 5.9 46.9% Jacobs BOD Organic TSS TSS PO4 PO4 NH3 NH3 Loading Loading Loading Loading Loading Loading Loading Loading Percent of Percent of Percent of Percent of (Ibsl d) (Ibsl d) (Ibsl d) (Ibsl d) Design Design Design Design 29,666 23,198 765 2,250 15,277 51.5% 8,140 35.1 % 176 23.0% 742 33.0% 14,861 50.1 % 9,849 42.5% 214 28.0% 936 41.6% 18,925 63.8% 10,512 45.3% 125 16.3% 767 34.1 % 16,653 56.1 % 11,615 50.1 % 249 32.5% 1006 44.7% 12,877 43.4% 8,113 35.0% 190 24.8% 826 36.7% 13,202 44.5% 8,182 35.3% 176 23.0% 599 26.6% 11,832 39.9% 7,935 34.2% 185 24.2% 615 27.3% 17,100 57.6% 8,961 38.6% 218 28.5% 878 39.0% 11,794 39.8% 8,171 35.2% 219 28.6% 858 38.1 % 11,833 39.9% 7,379 31.8% 229 29.9% 930 41.3% 13,234 44.6% 9,022 38.9% 216 28.2% 921 41.0% 11,497 38.8% 8,718 37.6% 205 26.8% 706 31.4% 14,090 47.5% 8,883 38.3% 200 26.2% 815 36.2% Jacobs- Fayetteville Project ON Jacobs Fayetteville - Client Monthly Report for December 2022 jaco S West Side Influent Characteristics West Side Monthly Hydraulic BOD Organic TSS TSS PO4 PO4 NH3 NH3 WRRF Average Loadings Loading Loading Loading Loading Loading Loading Loading Loading Flow Percent of (Ibs( d) Percent of (Ibs( d) Percent of (Ibs( d) Percent of (Ibs( d) Percent of MEL (MGD) Design Design Design Design Design Designed 10.0 14,595 14,595 584 1918 (Annual Avg.) January 9.0 89.9% 10,385 71.2% 12,697 87.0% 182 31.1 % 1,516 79.0% February 11.3 113.4% 14,687 100.6% 14,604 100.1 % 201 34.5% 1,293 67.4% March 11.0 109.9% 11,456 78.5% 11,879 81.4% 168 28.8% 1,282 66.9% April 12.8 128.1 % 12,021 82.4% 14,644 100.3% 154 26.4% 1,292 67.4% May 12.6 125.6% 10,734 73.5% 10,772 73.8% 223 38.3% 1,305 68.0% June 7.7 77.3% 10,377 71.1 % 11,381 78.0% 170 29.0% 1,258 65.6% July 5.8 58.4% 10,797 74.0% 14,063 96.4% 180 30.9% 1,435 74.8% August 7.3 73.0% 10,496 71.9% 12,539 85.9% 265 45.3% 1,580 82.4% September 6.8 67.7% 10,419 71.4% 11,859 81.3% 184 31.6% 1,276 66.5% October 6.6 66.0% 11,918 81.7% 10,762 73.7% 162 27.7% 1,239 64.6% November 8.0 80.5% 11,688 80.1 % 11,915 81.6% 275 47.1 % 1,294 67.5% December 9.5 95.3% 11,463 78.5% 12,504 85.7% 445 76.2% 1,136 59.2% e 90.4% 11,370 77.9% 8 85.4% 37.2% 7M Jacobs- Fayetteville Project Appendix B. Employee Vacancy and Project Status Report Department Job Title Employee Name Fa etteviIle % FTE Admin Project Manager Jan Guy 82.00% Admin Assistant Project Manager Vacant 100.00% Admin Project Specialist Sarah Garrison 100.00% Admin Environmental Specialist Jeff Hickle 100.00% Admin Health, Safety, Compliance Professional Wes Cloud 70.00% Admin Project Coordinator Brandi Miller-DeWeese 90.00% Admin Administrative Assistant Christy Taylor 100.00% Admin Administrative Assistant Kassandra Foster 100.00% BMS BMS Supervisor Peter Burrow 100.00% BMS Lead Operator John Tenberge 100.00% BMS Operator I David Dajani 100.00% BMS Equipment Operator Charlie Boger 100.00% BMS Equipment Operator Anthony DeJesus 100.00% BMS Equipment Operator Vacant 100.00% BMS Operator In Training Vacant 100.00% BMS Operator In Training Ben Shondelmyer 100.00% BMS Operator In Training Robert Donnell 100.00% BMS Operator In Training Vacant 100.00% BMS Mechanic Mike Reed 100.00% Admin Admin-OpsSupervisor Thom Vinson 90.00% LAB Laboratory IPP Director Donna McChristian 90.00% LAB Industrial Pretreatment Coordinator John Byrd 100.00% LAB Lead Laboratory Analyst Matt Benton 100.00% LAB Laboratory Analyst Walter Chodor 100.00% Maint Maintenance Supervisor Joshua AI leman 100.00% Maint Lead Mechanic Brian Daniels 95.00% Maint Lead Electrician Tim Marr 70.00% Maint Mechanic Robert Ingram 100.00% Maint Mechanic Buddy Carter 100.00% Maint Mechanic Tom Cotter 100.00% Maint Mechanic Paul Goolsby 100.00% Maint Mechanic Rick Dollarhide 100.00% Maint Mechanic Michael Spohn 100.00% Maint Mechanic in Training David Post 100.00% Maint Mechanic in Training Caleb Wheeler 100.00% Operations Operations Supervisor Shawn Santel lanes 100.00% Operations Lead Operator Travis Patton 100.00% Operations Operator I Anthony Ramsfield 100.00% Operations Operator I Justin Sweeney 100.00% Operations Operator Tom Meunier 100.00% Operations Operator Chandler Smothers 100.00% Operations Operator Britt ney Doyle 100.00% Operations Operator In Training Jeremy Johnson 100.00% Operations Operator In Training Vacant 100.00% Operations Operator In Training Vacant 100.00% SCADA SCADA Supervisor Mayo Miller 100.00% SCADA Instrument & Control Tech Pat Cooley 95.00% SCADA Instrument & Control Tech Preston Jones 100.00% Authorized Positions= 48.0 Filled Positions= 42.0 Filled FTE's= 40.8 REGIONAL SUPPORT and SPECIAL PROJECTS (Performed in scope) Area Reason Name Hours SCADA Network Upgrade Scada Regional Support 90.25 Maintenance Maintenance, Reporting, and IT Related Activites Various Regional Staff 352.5 BMS Dryer Installation Project Staff & Regional Support 528 Noland Master Plan Data Request and Sampling Planning Staff 120.5