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Home My WebLink About2023-05-11 - Agendas - FinalCITY OF FAYETTEVILLE ARKANSAS MEETING AGENDA Water, Sewer, and Solid Waste Committee 11 May 2023 (Rescheduled from May 9t") 5:30 P.M. (Or immediately following City Council Agenda Session) This is a Virtual Meeting on Zoom 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, Ross Jackson, Peter Nierengarten, Brian Pugh, Corey Granderson, Aaron Watkins, Cody Ashworth, Greg Weeks, Jan Guy, Mayo Miller, Josh Alleman From: Tim Nyander, Utilities Director CALL TO ORDER UPDATES OLD BUSINESS: 1. Rate Study Update NEW BUSINESS: 2. Hydro -Excavator for Water & Sewer Construction Many water leak repairs made by the Water & Sewer Division are service lines that are in customer's yards or crowded general utility easements. Utilizing a hydro- excavator is the safest, most efficient, and least invasive method to perform these repairs. The Division repair over 1,300 water leaks annually. In addition to efficiency, hydro excavation also eliminates the need to wait for utility locates before making a repair whereas traditional excavation requires locate requests through 811 — Call Before You Dig. These delays can be from 2-3 hours to 2-3 days before a repair is performed. The Division currently has one hydro -excavation truck, and often use the sewer vacuum truck in water line repairs. An additional hydro -excavator would allow Water/Sewer to improve efficiency when making water leak repairs. It is a safer method of excavation when working near electric and gas lines, and it would allow the sewer vacuum truck to be utilized more in maintaining the sewer system to reduce sewer overflows, rather than assisting with water leak repairs. Working with Fleet Operations, we have received a quote through Sourcewell Contract No. 101221-GPV from GapVax Inc. of Johnstown, PA. The unit is a 2023 model at a total cost of $665,575.70. The Sourcewell discount is $34,469.30. STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL 3. Relocation Agreement with Arkansas Dept. of Transportation — Hwy 16 E The Arkansas Department of Transportation has requested utility relocations to prepare for the widening of Highway 16 from Stonebridge Road to E. Roberts Road. McClelland Consulting Engineers, Inc. was selected for and has completed design of the utility relocations necessary for this project. Arkansas Department of Health project review is complete and easement acquisition is underway, then the project can proceed to bidding. The water and sanitary sewer relocations for this project are estimated to cost approximately $4,739,746.08, subject to public bidding. The relocations are estimated to be 42.49% reimbursable to the City of Fayetteville by ARDOT. Based on the estimated cost, this would result in ARDOT funding $1,449,107.91 and the City of Fayetteville $3,290,638.17. The actual costs of construction will determine final contributions from each party. This agreement is Primarily to establish the reimbursable percentage for both parties. Staff recommends approval of the agreement with the Arkansas Department of Transportation related to the Highway 16 East widening project. ARDOT Project 040785. STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL 4. Relocation Agreement with Arkansas Dept. of Transportation — Hwy 112 The Arkansas Department of Transportation has requested utility relocations to prepare for the widening of Highway 112 from Truckers Drive to Howard Nickell Road. Hawkins -Weir Engineers, Inc. was selected for and has completed design of the utility relocations necessary for this project. Arkansas Department of Health project review and easement acquisition is underway, then the project can proceed to bidding. The water and sanitary sewer relocations for this project are estimated to cost approximately $12,669,315.00, subject to public bidding. The relocations are estimated to be 90.74% reimbursable to the City of Fayetteville by ARDOT. Furthermore, there is an existing easement for the City's future West Transmission waterline that will be taken by the new ARDOT Right of Way which will be reimbursed at 100% of current market value. Based on the estimated cost, this would result in ARDOT funding $11,520,027.23 and the City of Fayetteville $1,149,287.77. The actual costs of construction will determine final contributions from each party. This agreement is primarily to establish the reimbursable percentage for both parties. Staff recommends approval of the agreement with the Arkansas Department of Transportation related to the Highway 112 Improvements project. ARDOT Project 040746. STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL 5. Change Order #1 to Preliminary Engineering Agreement — Hwy 112 The Arkansas Department of Transportation has requested utility relocations to prepare for the widening of Highway 112 from Truckers Drive to Howard Nickell Road. Hawkins -Weir has completed the engineering design of these improvements and now the project is moving forward into easement acquisition and bidding phases. The ARDOT Utility Relocation Agreement for this project is also progressing through the City's committee and council processes. Amendment No. 1 is necessary to cover costs associated with significant additional effort encountered during the final design phases. This effort included an additional 3,200-feet of pipeline design, assistance with nearby rezoning coordination that was time -sensitive, four additional meetings with City and ARDOT for final coordination items, and additional 3-D modelling to avoid conflicts with the final ARDOT detailing of underground pedestrian facilities. This amendment has already been approved by ARDOT as Change Order No. 1 to the existing Preliminary Engineering Agreement between the City and ARDOT. The cost for this amendment is $98,610.00, however, ARDOT reimbursement on this project is approximately 90% which will also apply to these engineering fees. Staff recommends approval of Amendment No. 1 to the engineering services agreement with Hawkins -Weir Engineers, Inc. for professional services associated with ARDOT Project 040746 Utility Relocations along Highway 112 in an amount not to exceed $98,610.00. STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL 6. Amendment No. 1 — Engineering Services Agreement with Hawkins -Weir for MLK Interchange Relocations Design ARDOT previously notified the City of Fayetteville to relocate water and sewer infrastructure along Highway 62 where they will be widening the roadway, reconstructing the 1-49 overpass, and creating a new overpass at 15th Street. After receiving this notification, a formal selection committee was held on September 8, 2022, at which Hawkins -Weir was selected for contract negotiations (RFQ 21-01, Selection #14). The project includes water distribution and sanitary sewer collection system relocation of approximately 3,600 linear feet of 8-inch water mains, 1,030 linear feet of 10-inch and smaller sanitary sewer mains, 1,500 linear feet of 12-inch water mains, 3,710 linear feet of 12-inch through 15-inch sanitary sewer mains, 6,490 linear feet of 18-inch through 24-inch water mains, 1,590 linear feet of 18-inch through 24-inch sanitary sewer mains, and 325 linear feet of 30-inch water transmission main. The project also includes the relocation or elimination (dependent on the extension of the 15-inch sanitary sewer main) of one sanitary sewer pump station. Much of this project appears to be reimbursable to the City by ARDOT, however preliminary engineering is underway to determine exact qualifications. Afterwards, a formal relocation agreement will be presented to the City Council outlining the terms of reimbursement. Amendment No. 1 to the City's Engineering Service Agreement with Hawkins -Weir will advance the design from 30% to 100% bid -ready plans and specifications for just the relocations necessary near the 15th Street improvements. ARDOT has expressed intent to construct this area first and therefore all utilities are focusing efforts here prior to MLK Blvd. Future contract amendments will be proposed for final engineering effort on the remainder of the project, and for construction phase services when portions of the project advance through bidding. ARDOT has previously authorized the City of Fayetteville to use a consultant on this project and a formal "Preliminary Engineering Agreement" is being drafted now and will be forthcoming as a non -Agenda approval item. Staff recommends approval of Amendment No. 1 to the engineering services agreement with Hawkins -Weir Engineers, Inc. for professional services associated with ARDOT Project 040846 Utility Relocations along Martin Luther King Jr. Blvd. at the 1-49 & Hwy-62 Interchange in an amount not to exceed $276,110.00. STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL 7. Water Tank Inspections — KLM Engineering, Inc. The Arkansas Department of Health (ADH) requires water storage tank inspections be performed on a maximum 5-year interval. Most of the City's water tanks are due for this inspection service, including: Baxter 1-MG and 5-MG Ground Storage Tanks Rogers Drive Twin 4-MG Ground Storage Tanks Mt. Sequoyah 250,000-gal Elevated Storage Tank Kessler Mountain Twin 6-MG Ground Storage Tanks Goshen 300,000-gal Ground Storage Tank Round Mountain 100,000-gal Standpipe Gulley Road 750,000-gal Elevated Storage Tank Surge Tank 250,000-gal Standpipe Canterbury 500,000-gal Elevated Water Storage Tank KLM Engineering, Inc. was previously selected for these services. They are a specialty firm focused on all aspects of Water Storage tank design, inspection, and rehabilitation. Their expertise will be used to meet all ADH reporting requirements and to make recommendations and cost estimates for future rehabilitation needed. Inspecting many tanks at once provides an economy -of -scale savings benefit to the utility. Staff recommends approval of an engineering services agreement with KLM Engineering, Inc. for Water Storage Tank Inspection Services for a total cost of $36,062.00 plus contingency. The Engineering Services Agreement is being drafted and will be presented when this item goes to the full City Council. STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL 8. Damage Claim — 2416 E. Sharon Street On March 17, 2023, the meter at 2416 E. Sharon St. was turned on by the Meter Department and continued to run. Seeing this, the meter reader shut the meter off to avoid possible flooding. However, the cut-off mechanism malfunctioned allowing water to continue through the meter flooding the home. The Water/Sewer Division returned and replaced the faulty cut off. The damage from the flooding was to the flooring and drywall. The repairs required replacing the flooring and sheetrock and painting. The total cost is $10,434.25: 4 The Home Depot - $5,434.25 Stuture Homes - $4,600 Robert's Jill of All Trades - $400 Staff is recommending that the claimant, Mr. Robert Walsh be reimbursed in the amount of $10,434.25 for repairs from the flooding. STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL 9. Damage Claim — 3190 N. Malinda Drive On February 51h, 2023, the Division received a call about sewer backing up into 3190 N. Malinda Drive. Upon arrival the crew found a blockage in the sewer main and washed it to clear the blockage. After televising to ensure the main was clear, they found roots in the downstream manhole on the floor that were identified as the initial problem/cause of the backup and resulting damage. Damages included flooring, sheetrock, baseboards, cabinetry and paint. Three bids were received for the repairs: Schneider Painting - $42,971.43 Surfco Restoration & Construction - $52,455.36 NWA Restore -It - $52,668.59 Staff is recommending that the claimant, Mr. Steve Mangan be reimbursed in the amount of $42,971.43 for repairs from the flooding. STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL 10. Water Conservation Measures — East Water Service Area Due to the historical strain of summer irrigation demands in the eastern portions of the City of Fayetteville's Water System, an impending shortage of water exists. The geographical area impacted is east of Highway-265, generally following the Highway-45 corridor. The City of Fayetteville Code of Ordinances Title V, Chapter 51.001 — Water Shortages allows the City to place limits on the use and withdrawal of water. Staff proposes that limits for the following purposes should be in effect from June 1st, 2023, through September 15th, 2023: Watering Yards and Other Vegetation. Yard and landscaping irrigation shall be limited to the following schedule: • Even House Address Numbers may irrigate between the hours of 11:00 pm and 3:00 am on Monday, Wednesday, Friday, and Sunday Odd House Address Numbers may irrigate between the hours of 11:00 pm and 3:00 am on Tuesday, Thursday, Saturday, and Sunday. Per ordinance, non-compliance may result in discontinuance of service (meter locked `off') until compliance can be established and ensured. Voluntary water conservation efforts are encouraged. Information about conservation and the City of Fayetteville's recent and upcoming Capital Improvement Projects in this area would be provided to customers in the form of a Fact Sheet. STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL 11. Overview of WWTP Monthly Report March 2023 Monthly WWTP Report PRESENTATIONS ATTACHMENTS Hydro -Excavator Quote ARDOT Relocation Agreement — Hwy 16 ARDOT Relocation Agreement — Hwy 112 Hwy 112 Relocations Change Order — Hawkins Weir MLK & 1-49 Interchange Relocations — Hawkins Weir Water Tank Inspection Agreement — KLM 2416 Sharon St. Repair Receipts 3190 N Malinda Dr Repair Quotes Water Conservation Notice March 2023 WWTP Report ADJOURN Next Water, Sewer, Solid Waste Committee meets on Tuesday, June 13, 2023, at 5:30 p.m. SOURCEWELL CONTRACT NO. 101221-GPV rapVax,,, PREPARED BY GapVax, Inc 575 Central Ave. Johnstown, PA 15902 PREPARED FOR Aaron Watkins City of Fayettevill, Arkansas / fir- i - s Amw- QUOTE �_ - �i• ' yul• Ok April 20, 2023 NOTE: THE GAPVAX HV UNIT MAY EXCEED FEDERAL BRIDGE ALLOWABLE WEIGHTS WHEN LOADED WITH WATER, OR DEBRIS, AND/OR BOTH WATER AND DEBRIS COMBINED. PLEASE CONSULT FACTORY. CHAO01 2023 PETERBILT 567 - 500 HP - 315" WHEELBASE 1 CUMMINS X15-500 V RATED FOR 500 HP @ 1900 RPM AND 1850 LB -FT @ 950 RPM ALLISON 4500 RDS-P TRANSMISSION CAB PAINTED FACTORY WHITE 1 STD STOCK CHASSIS ARE SUBJECT TO PRIOR SALE, LIMITED QUANTITY ARE AVAILABLE DEBRIS BODY OPTIONS 15 USABLE YARD DEBRIS TANK MADE OF 1/4" ASTM A-572 GRADE 50 EXTEN STEEL 1 STANDARD STD BOLT -ON CYCLONES AND CYCLONE DUMP CHUTE STANDARD STD TOP -LOADING MATERIAL BACKED BODY INLET STANDARD STD STD STD STD STD FULL -OPENING REAR TAILGATE FOUR HYDRAULIC REAR DOOR LOCKS DUAL TAILGATE LIFT CYLINDERS FRONT MOUNTED HOIST CYLINDER, POWER UP AND DOWN STAINLESS STEEL TAILGATE SEALING ROD STANDARD STANDARD STANDARD STANDARD STANDARD STD THREE TIE -OFFS ON TOP OF THE BODY STANDARD STD SEMI -CIRCULAR BODY BAFFLE WITH SURGE BAR STANDARD A2A DECANT AT BOTTOM OF TAILGATE - 6" BRASS LEVER VALVE 1 A24P DECANT HALF WAY UP TAILGATE - 4" BRASS VALVE 1 A3 LIQUID LEVEL INDICATOR ON TAILGATE 1 A6C PUMP OFF SYSTEM - 4" SLUDGE PUMP WITH SILICONE CARBIDE SEALS REQUIRES J303 1 A350Q UPGRADE FLOAT BALL CAGE TO STAINLESS STEEL 1 A350R UPGRADE TAILGATE LL INDICATOR TO SS 1/2" ROD INSIDE TAILGATE 1 A23 ELECTRIC VIBRATOR ON DEBRIS TANK STANDARD A33A TAILGATE SPLASH SHIELDS - WELDED TO TANK 1 A44 PNEUMATIC TAILGATE PROP (IN ADDITION TO STANDARD TAILGATE PROP ROD) REQUIRED STD STD STD STD STD STD PNEUMATIC ACTUATED BODY PROP WATER TANK OPTIONS 1,200 GALLON WATER TANK MADE OF 1/4" ASTM A-572 GRADE 50 EXTEN STEEL WATER TANK COATING NOT WARRANTED 3" WATER FILL LINE WITH 3" Y-STRAINER AND ANTI -SIPHON WATER LEVEL SIGHT TUBE ON CURBSIDE 2" WATER TANK DRAIN STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STD 20" MANWAY ON WATER TANK B300 UPGRADE TO BUTTERFLY VALVE IN SUPPLY LINE MOUNTED AT REAR HINGE PIN B305 ADD 3/4" BALL VALVE AND SPOUT TO WATER TANK SIGHT GLASS C300 VACUUM SYSTEM OPTIONS HIBON 8702 VACUUM PUMP 5250 CFM AND 27" HG STD 12" LIQUID SHUTOFF STAINLESS STEEL FLOAT BALL STD SINGLE MODE WET/DRY FILTRATION WITH (6) BOLT -ON EZ-DECON CYCLONES STD BAGHOUSE WITH (40) POLYESTER FILTER BAGS STD AIR -POWERED PULSATORS FOR CLEANING FILTER BAGS STD NOISE AND VIBRATION DAMPENING MOUNTS STD ULTRA QUIET EXHAUST/INTAKE SILENCERS C320 VULKAN VIBRATION DAMPENER ON BLOWER HIGHLY RECOMMENDED C321 8" VACUUM RELIEF VALVE HIGHLY RECOMMENDED C330A UPGRADE FILTER BAGS TO 285 DEGREE ACRYLIC BAGS C399 REMOVE STANDARD PULSATOR SYSTEM EXCEPT FOR TUBES ON BAGHOUSE DOORS D30 HX WATER SYSTEM OPTIONS STAINLESS BOX 78" WIDE X 28" DEEP X 24" TALL PUMP ENCLOSURE HX PUMP MUST BE HYDRAULICALLY DRIVEN 19 GPM / 2,900 PSI GIANT LP200-SS-GB, HYDRAULICALLY DRIVEN VIA AUTO TRANS PTO D317HAE REQUIRES J303A, G213, G330B (FIXED SPEED HYDRAULIC CONTROL) D25B-PM UPGRADE STD REEL TO HD AIR MOTOR RETRACT HOSE REEL WITH 1/2" X 100' HOSE INCLUDES PUSH LEVER AIR CONTROL PNEUMATICALLY OPERATED HX WATER PRESSURE RELIEF VALVE IN LIEU OF 3-WAY REQUIRES D307HA OR D317HA AND D4-HX+RAV AND UPGRADE HOSE REEL VALVE TO P/N: VAL022790 REMOTE ACTUATED INTEGRATED OPTION D4-HX CONTROL (G2B) G312A OR G312B REQUIRES D30 AND ENGINEERING D372A HEATED CABINET FOR PUMP AND HOSE - VIA ENGINE COOLANT SYSTEM APPROVAL D21 COLD WEATHER RECIRCULATION VIA AUTO TRANSMISSION REQUIRES D300 OR D315 D18 AIR PURGE SYSTEM - PUMP, REGULATOR, HOSE REEL D28 GLYCOL INJECTION SYSTEM D34 BURNER SYSTEM - MOUNTS ONLY REQUIRES VERTICAL SILENCERS D35B 1/2" HX LANCE WITH 6' EXTENSION AND RIPSAW NOZZLE E300 BOOM OPTIONS TUBE IN TUBE BOOM - EXTENDABLE - 17' - 25' REACH FROM CENTER OF TRUCK, INCLUDES VERTICAL SILENCERS E321A UPGRADE TO REINFORCED BOOM ELBOW (TUBE -IN -TUBE STYLE ONLY) REQUIRES E300 E323 3" CLEANOUT DOOR ON BACK OF BOOM CANNON E329 BOOM HYDRAULIC HOSE SUPPORT ARM E324 BOOM DOCKING PORT E325A BOOM TUBE EXTENSION TO BE DOCKED AT BOTTOM OF FRAME G213 CONTROLS, GAUGES, ACCESSORIES OPTIONS DM430 DISPLAY MOUNTED ON SIDE CONTROL PANEL, SAFETY SYSTEM INCLUDES REQUIRES G330B WATER PUMP ENGAGE SWITCH, WATER LEVEL, LOW WATER SHUT DOWN, WATER PUMP FLOW AND HOURS ENGINE / PUMP OVER SPEED SHUT DOWN, LOW PTO OIL PRESSURE WARNING WATER TEMPERATURE SENSOR WITH SHUT DOWN G14 BODY UP LIGHT & ALARM IN CAB G16 BOOM UP LIGHT & ALARM IN CAB G312B AARCOMM WIRELESS REMOTE WITH BOOM, VACUUM AND WATER FUNCTIONS STANDARD REQUIRED 1 STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 INCLUDED INCLUDED INCLUDED 1 1 1 G312B-ATD TIME),,,,,.r."v.,.,,,,,.,,., ,,.,� ,,.�, _..,,, .-.1 ,,, - ,,,.,,,,...� -11-1..,,. --1 G312B,.� I INCLUDED G340A 25' GROUNDING CABLE HIGHLY RECOMMENDED 1 G330B STD 16" X 20" STAINLESS CONTROL BOX WITH WINDOW ON CURBSIDE TRUCK-LITE LED STOP, TURN, AND TAIL LIGHTS 1 STANDARD STD TRUCK-LITE LED RUNNING (MARKER) LIGHTS STANDARD STD UPGRADE STOP/TAIL/TURN LIGHTS TO LED STANDARD HOA UPGRADE STOP/TAIL/TURN LIGHT BOX TO POLISHED STAINLESS STEEL STANDARD H1 ONE LED STROBE BEACON LIGHT - FRONT (SAE CLASS-1 (SAE J595) COMPLIANT) (WHELEN L10 OR EQUAL) 1 H5B (2) BOOM WORK LIGHTS - HELLA LED WORK LIGHTS (PN: LHT022429) 1 H613 (2) REAR WORK LIGHTS - HELLA LED WORK LIGHTS (PN: LHT022429) 1 H301 B (2) CYCLONE WORK LIGHTS - HELLA LED WORK LIGHTS (PN: LHT022429) 1 H302B (2) BAGHOUSE WORK LIGHTS - HELLA LED WORK LIGHTS (PN: LHT022429) 1 H8B (2) PUMP AREA WORK LIGHTS - HELLA LED WORK LIGHTS (PN: LHT022429) 1 H18C REAR WHELEN ION SUPER LED FLASHERS - 6 LIGHT HEADS 1 H22 1300B 3 ON EACH SIDE REAR (1 @ 45 DEGREES) REAR ARROW LIGHT - LOW PROFILE LED ARROW STICK (CLASS-1 (SAE J595)) STORAGE OPTIONS TWO FOLD -DOWN TUBE TRAYS (WHELEN TAM85 OR EQUAL) 1 1 1 INCLUDES SUBFRAME (J302), WASH OUT HOLES, STAINLESS MUD FLAPS AND WHEEL CHOOCKS & HOLDERS ON EACH SIDE INCLUDED 17C-DS 36" TOOL BOX - STAINLESS STEEL, 36" WIDE X 24" HIGH X 24" DEEP, DRIVER'S SIDE 1 1303 ALUMINUM 24" X 24" X 48" TOOLBOX ON BURNER MOUNT REQUIRES D34 1 114 TRAFFIC CONE HOLDER ON DRIVER'S SIDE INCLUDES CONES 1 119 25' HOSE RACK 1 120A REAR DRAIN HOSE RACK FOR 6" LAYFLAT HOSE X 15' LONG 1 STD INSTALLATION AND INTEGRATION OF BODY ONTO CHASSIS INCLUDED STD DOT LIGHTING / FENDERS / MUD FLAPS / TAILGATE SAFETY PROP, ICC LIGHTS STANDARD STD BODY SAFETY PROP STANDARD STD 60 GALLON HYDRAULIC OIL TANK STANDARD STD STD J300 REAR BUMPER TRIANGLE KIT, FIRE EXTINGUISHER, BACKUP ALARM MID -SHIP MOUNTED (SPLIT -SHAFT) TRANSFER CASE WITH TOP DISCONNECT STANDARD STANDARD REQUIRED J001 MUST BE "OMSI" BRAND TRANSFER CASE IN LIEU OF "NAMCO" OR OTHER (CONSULT ENGINEERING) NOT AVAILABLE WITH "SPL" SERIES CHASSIS DRIVELINE 1 J101 UPGRADE TO 8" BODY LIFT CYLINDER UPGRADE, 175" STROKE MODEL HV56-1200 OR 1400 GALLON X-LONG BODY ONLY REQUIRED J2 TRANSFER CASE OIL LEVEL SIGHT GLASS 1 J303A ADD TWO HYDRAULIC OIL COOLERS TO CIRCUIT 1 J4A J14C J16D STD TOW HOOKS - REAR - HEAVY DUTY - WELDED 20,000 LB LIFT AXLE MOUNTED IN THE PUSHER POSITION 3/4" WELDED PINTLE PLATE WITH DUAL GUSSETS AND REMOVABLE REAR STEP BUMPER OPTIONSPAINT PAINTED WITH PPG FLEET URETHANE PAINT REQUIRES J16 1 1 1 STANDARD STD STD STD STD STD PAINT BODY WHITE PAINT FRAME BLACK PAINT PARTS AND BOOM BLACK FLEET FINISH MISCELLANEOUS OPTIONS STANDARD - 8" TO 6" RINGLOCK REDUCER STANDARD STANDARD STANDARD STANDARD STANDARD STD STANDARD - 6" IN -LINE SAFETY VACUUM BREAK TEE STANDARD STD STANDARD - GAPVAX SAFETY DECALS STANDARD M3 FILL HOSE 25' X 2 1/2" 1 M29D FOUR CAMERA - BACK-UP CAMERA SYSTEM WITH 7" COLOR MONITOR (RV-805A), INCLUDES DVR-916 REAR, DVR-921 FRONT, AND TWO (2) DVR-920 SIDE CAMERAS. SIDE 1 M334 HEAVY DUTY ALUMINUM HX TUBE, 8" X 5' X 0.090" WALL WITH PRESSED IN STEEL ENDS STD 8" RING LOCK 5 M36 HEAVY DUTY ALUMINUM HX TUBE, 8" X 6' X 0.090" WALL WITH PRESSED IN STEEL ENDS STD 8" R.L. SOFT TIP AND SOFT TIP END 1 M35 8" RING LOCK TUBE CLAMP, EACH (P/N: CLA000978) STD 8" RING LOCK 6 STD ONE PAPER OPERATOR'S MANUAL STANDARD STD ONSITE FACTORY TRAINING (1 DAY) STANDARD MATERIALS SURCHARGE (EFFECTIVE MAY 1, 2022) 1 INSTALL CUSTOMER WATER METER PRICE OF BASE UNIT WITH OPTIONS: $ 695,945.00 SOURCWELL DISCOUNT: DELIVERY: ($1,000.00 MINIMUM) SUBTOTAL: SALES TAX: FEDERAL EXCISE TAX (BODY): FEDERAL EXCISE TAX (CHASSIS): ALL PRICES ARE IN US DOLLARS 34,469.30 @ $4.00 PER MILE $ 4,100.00 665,575.70 TERMS: 15% DOWN PAYMENT. BALANCE DUE UPON COMPLETION. IN THE EVENT OF THE PURCHASER'S DEFAULT AND TERMINATION OF THIS SALES PROPOSAL AGREEMENT PRIOR TO START OF PRODUCTION, 25% OF THE DOWN PAYMENT SHALL BE FOREFEITED AND APPLIED TO GAPVAX, INC. AS PART OF ITS DAMAGES. ONCE PRODUCTION HAS COMMENDED ON THIS SALES PROPOSAL AGREEMENT, IN THE EVENT OF THE PURCHAERS CANCELLING THE SALES PROPOSAL AGREEMENT, OR FAILING TO ACCEPT DELIVERY, OR FAILING TO COMPLETE THE SALES PROPOSAL AGREEMENT, THE ENTIRE DEPOSIT SHALL BE FORFEITED TO GAPVAX, INC. BUT SUCH FORFEITURE SHALL NOT PREJUDICE ANY OTHER REMEDY WHICH GAPVAX, INC. MAY HAVE FOR BREACH OF ANY OF THE SALES PROPOSAL AGREEMENT. IN THE EVENT OF A COMPLETED UNIT NOT BENG FUNDED IN A PROMPT AND TIMELY MANNER, AN ADDITIONAL FEE WILL OCCUR TO COVER THE ADDITIONAL FLOOR PLAN EXPENSE. FEDERAL EXCISE TAX AND DELIVERY ARE LISTED. STATE SALES TAX IS NOT INCLUDED. STATE SALES TAX AND VEHICLE REGISTRATION IS THE RESPONSIBILITY OF THE PURCHASER. EXLUDES ALL OTHER APPLICABLE TAXES, DUTIES, TARRIFS, BROKERAGE, OR DOCUMENTATION FEES. DELIVERY, IF COORDINATED BY GAPVAX, IS $3.00 PER MILE, $1,000 MINIMUM. DELIVERY TERMS TERMS OF DELIVERY SHALL BE F.O.B. SHIPPING POINT, JOHNSTOWN, PENNSYLVANIA, U.S.A. THIS PROPOSAL WILL REMAIN IN EFFECT FOR 30 DAYS UNLESS CHANGED IN THE ITERIM UPON WRITTEN NOTICE FROM THE COMPANY BY SIGNING THIS PROPOSAL, PURCHASER THERBY EXPRESSES ACCEPTANCE OF EACH AND EVERY TERM AND CONDITION SET FORTH HEREIN. ANY PURCHASE ORDER OR ACKNOWLEDGEMENT OFFERING TERMS INCONSISTENT WITH THE TERMS AND CONDITIONS HEREOF SHALL HAVE NO BINDING EFFECT WHATSOEVER ON GAPVAX INCORPORATED (THE "COMPANY") OR THE TERMS AND CONDITIONS HEREOF. THIS DOCUMENT AND THE OTHER DOCUMENTS SPECIFICALLY REFERED TO AS BEING A PART HEREOF CONSTITUTE THE ENTIRE CONTRACT ON THE SUBJECT MATTER, AND SHALL NOT BE MODIFIED EXCEPT IN WRITING SIGNED BY BOTH PARTIES. ASSIGNMENT MAY BE MADE ONLY WITH WRITTEN CONSENT OF THE OTHER PARTY. PLEASE RETURN A SIGNED COPY TO ESMITH@GAPVAX.COM PURCHASER'S ACCEPTANCE: THE FOREGOING QUOTE 23149 Rev 4 IS HEREBY ACCEPTED By: Title: Date: GapVax Incorporated Terms and Conditions of Sale i. ORDERS. All orders are subject to acceptance by an officer of GapVax Inc. Orders for products not regularly carried in stock or requiring special engineering or manufacture are in every case subject to approval by an officer of GapVax, 2. PERFORMANCE. GapVax Inc. shall not be liable for failure to complete the contract in accordance with its terms if failure is due to wars, strikes, fires, floods, accidents, delays in transportation or other causes beyond its reasonable control. 3. EXPERIMENTAL WORK. Work performed at customer's request such as sketches, drawings, design, testing, fabrication and materials shall be charged at current rates. 4. SKETCHES, ENGINEERING DRAWINGS, MODELS and all preparatory work created or furnished by GapVax Inc. shall remain €ts exclusive property; and no use of same shall be made, nor may ideas obtained therefrom be used, except with the consent of and on terms acceptable to GapVax Inc. 5, CANCELLATION. Orders regularly entered cannot be canceled except upon terms that will compensate GapVax Inc. for any loss or damage sustained. 6. SHIPMENT. All proposals are based on continuous and uninterrupted delivery of the order upon completion unless specifications distinctly state otherwise. In the event that an agreement is reached for GapVax Inc. to store completed items, they will be immediately invoiced to the customer and become due and payable. Storage shall be at the risk of the customer and GapVax Inc. shall be liable only for ordinary care of the property. 7. CUSTOMER'S PROPERTY. GapVax Inc. shall charge the customer at current rates, for handling and storing customer's property (e.g., truck chassis) held for more than thirty (30) days after notification of availability for shipment. All customer's property, or third party's property, that is stored by GapVax Inc. is at the customer's or other party's risk. GapVax is not liable for any loss or damage thereto caused by fire, water, carrasion, theft, negligence, or any cause beyond its reasonable control. a. PRICES. All orders are subject to current prices in effect at the time of order acknowledgment. Prices and Specifications are Subject to Change Without Notice. PRICING DISCLAIMER: While we make every effort to maintain and preserve pricing accuracy, prices are subject to change without notice. Although the information on this quotation is presented in good faith and believed to be correct at the time of printing, we make no representations or warranties as to the completeness or accuracy of this information. We reserve the right to change, delete, or otherwise modify the pricing information which is represented herein without any prior notice. We carefully check pricing specifications, but occasionally errors can occur, therefore we reserve the right to change such prices without notice. We disclaim all liability for any errors or omissions in the materials_ In no event will we be responsible for any damages of any nature whatsoever from the reliance upon information from these materials. Please check your order to confirm your pricing information. 9. F.O.B. POINT. Unless otherwise stated, all prices listed are F.O.S. point of manufacture. 10. TAXES. Unless specifically stated, prices listed do not include Federal. State. City or other excise occupation. sales, use or similar taxes which are extra and are to be added at rates in effect at time of shipment_ If federal Excise Taxes are included or listed on the reverse side of this paper, they are stated at the rates and regulations in effect at the time this order is written and are subject to revision in accordance with rates and regulations in effect at time of shipment. 111. PRODUCT IMPROVEMENT_ GapVax Inc_ reserves the right to change manufacturing specifications and procedures without incurring any responsibility for modifying previously shipped products. 12. MOUNTING PRICES. Mounting prices assumes normal factory installation an a truck chassis suitable for the unit purchased_ Relocation of batteries, gas tanks, mufflers. air tanks, etc. will be an additional charge, billed at the standard factory labor rate. 13, WARRANTY. GapVax Inc. warrants its products to be free from defects in material and workmanship, subject to the limitations and conditions set forth in its current published warranty but makes no warranty of merchantability or fitness for any particular purpose. GapVax Inc. does not assume liability for any loss of product, time or any direct, indirect, or consequential damage, losses or delay or any nature whatsoever. No warranty, express or implied, is made or authorized to be made and no obligation is assumed or authorized to be assumed with respect to products of GapVax Inc. other than that set forth in the current, published warranty. It is to be understood that the acceptance this order is expressly conditioned upon your acceptance of GapVax Inc. standard written warranty for the products sold hereunder GapVax Inc. hereby disclaims any responsibility or liability for any consequential losses delays or downtime resulting from orders hereunder the use of its products. GapVax does not and will not warranty any tank coating or tank lining. PTO damage is not covered when the PTO protection system or low water shut dawn system is not selected / installed 1 and operational. GapVax does not and will not warranty any water system component(s) that show any sign or Indication of ice or freeze damage. 14. This agreement shall be construed according to the laws of the State of Pennsylvania. Our failure at any time to exercise any right we may have under the agreement shall not constitute a waiver thereof nor prejudice our right to enforce same thereafter. 15_ This order, including the above terms and conditions contains the complete and final agreement between the parties hereto and no other agreement in any way modifying any of said terms and conditions will be binding on us unless in writing and agreed to by authorized representative of this company. Rev. 08/07/2017 ARKANSAS STATE HIGHWAY COMMISSION HIGHWAY - UTILITY CONSTRUCTION/RELOCATION AGREEMENT State Job No 040785 (Utilities) County Washin Federal Aid Project STPC-9142(49) Route 16 Job Location Stone Bridae Rd. — East Roberts Rd. (Fayetteville)(S) n Section 3 Utility Owner City of Fayetteville THIS AGREEMENT, made and entered into this day of 20 , by and between the Arkansas State Highway Commission, acting by and through the duly authorized representatives of the Arkansas Department of Transportation, with headquarters at Little Rock, Arkansas, hereinafter referred to as the "Department," and the City of Fayetteville, Arkansas acting by and through its duly authorized representatives, hereinafter referred to as the "Owner" WITNESSETH: The Department proposes to make highway improvements as specified under the above referenced job number and the Owner will adjust or relocate its existing facilities as set out in the attached plans and cost estimate. The Department will participate in the cost of said adjustment/relocation to the extent that eligibility is hereinafter established. Payment will be made on actual cost basis as mutually agreed between Owner and Department. This agreement is governed by all applicable State and Federal laws, rules, and regulations including the Arkansas State Highway Commission Utility Accommodation Policy adopted by Commission Minute Order 2010-146 as amended and supplemented, the Federal Aid Program Guide on Utility Adjustments and Accommodation on Federal Aid Highway Projects as amended and supplemented, and the provisions of 23 CFR § 645 as amended and supplemented. DESCRIPTION OF WORK: See Exhibit A on Page 4 The Department agrees that the required adjustment is 42.49% eligible for reimbursement for the total cost which is estimated to be $3,419,930.08 of which $1,453,128.29 to be paid by the Department and $1,966,801.79 is to be borne by Owner. Page 1 of 4 Rev. 08/07/2017 Job 040785 City of Fayetteville Owner will not commence work until authorized by the Department, and will then endeavor to begin within 270 calendar days and complete within 570 calendar days thereafter. On completion of said work, Owner is responsible for the cleanup and restoration of the work area including the disposal of surplus materials and debris. Final billing must include all supporting detail. Owner shall also submit one (1) set of as -built drawings at this time. Payment will be 100% of lump sum bills and actual cost bills, at the discretion of the Department a 10% retainage can be withheld and released upon completion of an audit review. All final bills for utility relocation are subject to review and audit by state and/or federal auditors. Expenses incurred under an actual cost agreement may be billed to the Department monthly in increments of $5,000.00 or more. Owner must maintain cost records and accounts to support the agreed adjustment/relocation work. Said records to be retained and available for inspection for a period of three (3) years from date of final payment. Owner shall be responsible for any and all hazards to persons, property, and traffic. With respect to traffic control, owner shall adhere to the requirements of the Manual of Uniform Traffic Control Devices as amended and supplemented. To the extent applicable to this agreement, the Owner shall comply with the Buy America and Build America, Buy America requirements (as specified in 23 U.S.C. 313, 23 CFR 635.410 and the Infrastructure Investment and Jobs Act (IIJA)). The Owner is not required to change its existing standards for materials as long as these requirements are met. These requirements take precedence over regulations pertaining to the accommodation or regulation of the Owner's facilities (as specified in 23 CFR 645) on contracts and agreements involving Federal -Aid Highway Program funding and precedence over regulations which allow the Owner to furnish materials from company stock (as specified on 23 CFR 645.117(e)). Company Stock materials that do not meet these requirements may not be permanently incorporated into a Federal -Aid Highway Program funded project. The Owner must provide a definitive statement that all products permanently incorporated into the project are covered under these requirements. This requirement is fulfilled via proper signature and submission of the statement of charges form. In some circumstances, a waiver of these requirements may be granted by the Federal Highway Administration, to be determined on a project -by -project basis. Page 2 of 4 Rev. 08/07/2017 Job 040785 City of Fayetteville Owner shall be responsible for and shall hold harmless the Arkansas State Highway Commission, the Department and their officers and employees from any and all claims, actions, causes of action, suits, damages, losses or liability whatsoever, arising out of Owner's performance of the work subject to this Agreement. Notwithstanding anything hereinbefore written, neither the Owner nor the Department by execution of this Agreement waives or relinquishes any rights which either may legally have within the limits of the Law or Constitution, either State or Federal. City of Fayetteville Name (Typed or Printed) Title Signature FEDERAL TAXPAYER IDENTIFICATION # Name (Typed or Printed) Title Signature ARKANSAS HIGHWAY COMMISSION Acting By and Through The ARKANSAS DEPARTMENT of TRANSPORTATION (For) Director Right of Way Division Head Section Head -Utilities Section Page 3 of 4 Rev. 08/07/2017 Job 040785 City of Fayetteville EXHIBIT A Adjust water facilities to clear highway construction by abandoning 4,436 LF of eight (8) inch, 173 LF of six (6) inch, 689 LF of two (2) inch water main complete with appurtenances. Restore service by installing 4,482 LF of eighteen (18) inch, 132 LF of twelve (12) inch, 1,630 LF of eight (8) inch, and 35 LF of six (6) inch water main complete with appurtenances. Adjust sewer facilities to clear highway construction by abandoning 146 LF of eight (8) inch and 2,068 LF of six (6) inch sewer main complete with appurtenances. Restore service by installing 1,869 LF of eight (8) inch gravity sewer main complete with appurtenances. Of the 7,512 LF of main to be abandoned, 3,192 LF is located outside existing ARDOT right-of-way; therefore, this work is 3,192 / 7,512 = 42.49% reimbursable. Owner will perform this work with competitively bid contract forces. Owner has elected to upsize eight (8) inch water mains to eighteen (18) inch. A betterment credit has been given the Department which will be updated based on low bid, and based on final quantities installed. Summary of Cost Construction $ 4,311,535.00 Betterment ($ 1,328,286.00) Construction Engineering $ 174,131.08 Force Account Inspection $ 72,000.00 Easement Cost $ 189,050.00 Advertising $ 1,000.00 Health Department Review $ 500.00 Subtotal $ 3,419,930.08 Reimbursable Cost $3,419,930.08 X 42.49% _ $ 1,453,128.29 Page 4 of 4 Rev. 08/07/2017 ARKANSAS STATE HIGHWAY COMMISSION HIGHWAY - UTILITY CONSTRUCTION/RELOCATION AGREEMENT State Job No 040746 (Utilities) County Washin Federal Aid Project CMF-TAPF-9142(48) Route 112 Job Location Truckers Dr. — Howard Nickell Rd. (Fayetteville) (S) n Section 1 Utility Owner City of Fayetteville THIS AGREEMENT, made and entered into this day of 20 , by and between the Arkansas State Highway Commission, acting by and through the duly authorized representatives of the Arkansas Department of Transportation, with headquarters at Little Rock, Arkansas, hereinafter referred to as the "Department," and the City of Fayetteville, Arkansas acting by and through its duly authorized representatives, hereinafter referred to as the "Owner" WITNESSETH: The Department proposes to make highway improvements as specified under the above referenced job number and the Owner will adjust or relocate its existing facilities as set out in the attached plans and cost estimate. The Department will participate in the cost of said adjustment/relocation to the extent that eligibility is hereinafter established. Payment will be made on actual cost basis as mutually agreed between Owner and Department. This agreement is governed by all applicable State and Federal laws, rules, and regulations including the Arkansas State Highway Commission Utility Accommodation Policy adopted by Commission Minute Order 2010-146 as amended and supplemented, the Federal Aid Program Guide on Utility Adjustments and Accommodation on Federal Aid Highway Projects as amended and supplemented, and the provisions of 23 CFR § 645 as amended and supplemented. DESCRIPTION OF WORK: See Exhibit A on Page 4 The Department agrees that the required adjustment is (See Exhibit A) eligible for reimbursement for the total cost which is estimated to be $12,669,315.00 of which $11,520,027.23 to be paid by the Department and $1,149,287.77 is to be borne by Owner. Page 1 of 4 Rev. 08/07/2017 Job 040746 City of Fayetteville Owner will not commence work until authorized by the Department and will then endeavor to begin within 300 calendar days and complete within 900 calendar days thereafter. On completion of said work, Owner is responsible for the cleanup and restoration of the work area including the disposal of surplus materials and debris. Final billing must include all supporting detail. Owner shall also submit one (1) set of as -built drawings at this time. Payment will be 100% of lump sum bills and actual cost bills, at the discretion of the Department a 10% retainage can be withheld and released upon completion of an audit review. All final bills for utility relocation are subject to review and audit by state and/or federal auditors. Expenses incurred under an actual cost agreement may be billed to the Department monthly in increments of $5,000.00 or more. Owner must maintain cost records and accounts to support the agreed adjustment/relocation work. Said records to be retained and available for inspection for a period of three (3) years from date of final payment. Owner shall be responsible for any and all hazards to persons, property, and traffic. With respect to traffic control, owner shall adhere to the requirements of the Manual of Uniform Traffic Control Devices as amended and supplemented. To the extent applicable to this agreement, the Owner shall comply with the Buy America and Build America, Buy America requirements (as specified in 23 U.S.C. 313, 23 CFR 635.410 and the Infrastructure Investment and Jobs Act (IIJA)). The Owner is not required to change its existing standards for materials as long as these requirements are met. These requirements take precedence over regulations pertaining to the accommodation or regulation of the Owner's facilities (as specified in 23 CFR 645) on contracts and agreements involving Federal -Aid Highway Program funding and precedence over regulations which allow the Owner to furnish materials from company stock (as specified on 23 CFR 645.117(e)). Company Stock materials that do not meet these requirements may not be permanently incorporated into a Federal -Aid Highway Program funded project. The Owner must provide a definitive statement that all products permanently incorporated into the project are covered under these requirements. This requirement is fulfilled via proper signature and submission of the statement of charges form. In some circumstances, a waiver of these requirements may be granted by the Federal Highway Administration, to be determined on a project -by -project basis. Page 2 of 4 Rev. 08/07/2017 Job 040746 City of Fayetteville Owner shall be responsible for and shall hold harmless the Arkansas State Highway Commission, the Department and their officers and employees from any and all claims, actions, causes of action, suits, damages, losses or liability whatsoever, arising out of Owner's performance of the work subject to this Agreement. Notwithstanding anything hereinbefore written, neither the Owner nor the Department by execution of this Agreement waives or relinquishes any rights which either may legally have within the limits of the Law or Constitution, either State or Federal. City of Fayetteville Name (Typed or Printed) Title Signature FEDERAL TAXPAYER IDENTIFICATION # Name (Typed or Printed) Title Signature ARKANSAS HIGHWAY COMMISSION Acting By and Through The ARKANSAS DEPARTMENT of TRANSPORTATION (For) Director Right of Way Division Head Section Head -Utilities Section Page 3 of 4 Rev. 08/07/2017 Job 040746 City of Fayetteville EXHIBIT A Adjust water facilities to clear highway construction by abandoning 2,898 LF of thirty-six (36) inch, 2,382 LF of twelve (12) inch, 710 LF of eight (8) inch, 7,742 LF of six (6) inch, 528 LF of four (4) inch, and 36 LF of two (2) inch water main complete with appurtenances. Restore service by installing 2,898 LF of thirty-six (36) inch, 8,755 LF of twelve (12) inch, 1,706 LF of eight (8) inch, and 36 LF of six (6) inch water main complete with appurtenances. Adjust sewer facilities to clear highway construction by abandoning 2,539 LF of eight (8) inch and 901 LF of six (6) inch sewer main complete with appurtenances. Restore service by installing 3,482 LF of eight (8) inch, and 20 LF of four (4) inch sewer force main complete with appurtenances. Of the 16,895 LF of main to be abandoned, 15,330 LF is located on private property; therefore, this work is 15,330 / 16,895 = 90.74% reimbursable. Owner will perform this work with competitively bid contract forces. Owner has elected to upsize four (4) inch and six (6) inch water mains to eight (8) inch and twelve (12) inch water mains. A betterment credit has been given the Department which will be updated based on low bid, and based on final quantities installed. Owner will also be replacing their existing West Transmission Easement which was purchased prior to this project, and will be completely encompassed by the Department's proposed ROW; therefore, this cost will be 100% reimbursable. Summary of Cost Construction $ 11,499,011.00 Betterment ($ 324,692.00) Construction Engineering $ 667,300.00 Force Account Inspection $ 100,000.00 Easement Cost $ 438,196.00 ROW Acquisition $ 30,000.00 Advertising $ 1,000.00 Health Department Review $ 500.00 Subtotal $ 12,411,315.00 Reimbursable Cost $12,411,315.00 X 90.74% _ $ 11,262,027.23 West Transmission Easement Cost X 100% _ $ 258,000.00 Total Reimbursable $ 11,520,027.23 Page 4 of 4 001 pie ody 1 OQII ai Cox I TO THE AGREEMENT For PROFESSIONAL ENGINEERING SERVICES BETWEEN CITY OF FAYETTEVILLE, ARKANSAS AND HAWKINS-WEIR ENGINEERS, INC. In accordance with the AGREEMENT For PROFESSIONAL ENGINEERING SERVICES for the Highway 112 Utility Relocation (HW Project No. 2021048), dated June 1, 2021, between the City of Fayetteville, Arkansas (hereinafter called Owner) and Hawkins -Weir Engineers, Inc. (hereinafter called Engineer), Owner hereby authorizes Engineer to proceed with engineering services as modified by this Amendment No. 1. SECTION 1— SCOPE OF SERVICES 1.1 Amendment No. 1 is for the increased scope of work associated with the Final Design Phase of the Highway 112 Utility Relocation project. Additional services are detailed in the Engineer's attached Scope of Services dated January 17, 2023. SECTION 2 — TIME OF SERVICE 2.1 Engineer will proceed with providing the services set forth herein immediately upon execution of this Authorization by all parties. SECTION 3 — COMPENSATION 3.1 Owner shall compensate Engineer for providing the services set forth herein in accordance with the terms of the Agreement. Total payment for Scope of Services described herein shall not exceed Hipety Eight Thousand Six Hundred Ten and 00/100 Dollars ($98,610.00) without written approval of Owner. These additional services adjust the Agreement's not to exceed fee to $524,410.00, but does not adjust the not to exceed reimbursable expenses of $40,200.00. 2021048 Amendment l.docx Page 1 of 2 April 13, 2023 Attachments: Scope of Services dated January 17, 2023 Fee Proposal dated January 17, 2023 Arkansas State Highway Commission Utility Change Order Standard Hourly Billing Rate Structure, effective August 14, 2022 AUTHORIZATION BY: CITY OF FAYETTEVILLE, ARKANSAS I0 Date: ACCEPTED BY: HAWKINS-WEIR ENGINEERS, INC. By: c7 "-t b • et" " Brett D. Peters, P.E. President and CEO Date: 04 (13 / 20 2.3 Honorable Lioneld Jordan, Mayor 2021048 Amendment l.docx Page 2 of 2 April 13, 2023 Amendment No. 1 Scope of Services 40 In Highway 112 Utility Relocations Fayetteville, Arkansas CITY OF HW Project No. 2021048 FAYETTEVILLE January 17, 2023 ARKANSAS D. Task 3 — Final Design (ARDOT Preliminary Engineering — Change Order) 1. Prepare final design calculations, plans, profiles, details, quantity takeoffs, and cost estimates for an additional 3,200 LF of pipe line 2. Prepare exhibits for City of Fayetteville's use relative to a rezoning effort for Benedict Preliminary Master Plan and provide review comments on rezoning for the 112 Drive -In Development 3. Research property records and prepare additional utility easement in Highway 112 Business Park for existing utilities along W. Enterprise Drive 4. Prepare requests and coordinate with ARDOT on proposed right-of-way changes along Arkansas Highway 112 north of Truckers Drive; relocation of proposed ARDOT drainage improvements and elimination of a sanitary sewer relocation on W. Van Ashe Drive; and possible extension of water line improvements along Arkansas Highway 112 north of Howard Nickle Road for future phase of Highway 112 widening 5. Prepare Civil 3D surface model of proposed traffic circle at Arkansas Highway 112 and W. Van Asche Drive to determine location of existing 36-in. transmission line relative to proposed drainage improvements and roadway embankment 6. Attend (1) additional 50% Design Review meeting and prepare additional plan revisions for pipeline alignment and associated easement updates 7. Attend (3) additional 90% (Pre -Final) Design Review meetings with City of Fayetteville Utility Department staff, City land agents, and ARDOT 8. Update technical specifications for project manual based on revised City of Fayetteville Standard Specifications recently approved by the Arkansas Department of Health 9. Coordinate, inspect and perform location survey on the second phase of geotechnical bores at the project site 2021048 Amendment 1 Scope of Services (01-17-23) Page 1 PAN Task 3 - Final Design, Amendment 1 (ARDOT Preliminary Engineering - Change Order) Exhibit B Scope of Services and Fee Proposal Summary Contract Amendment No. 1 Revised Highway 112 Utility Relocations City of Fayetteville, Arkansas HW Project No. 2021048 January 17, 2023 j4i CITY OF FAYETTEVILLE ARKANSAS Highway 112 Utility Relocations, Fayetteville, Arkansas Task Engr VII Engr V Engr III Engr I GPS Survey Surveyor Insp I Tech IV Tech I Total Hours 1. Prepare final design calculations, plans, profiles, details, quantity takeoffs, and cost estimates for an additional 3,200 LF of pipe line 188 8 20 166 4 72 22 480 2. Prepare exhibits for City of Fayetteville's use relative to a rezoning effort for Benedict Preliminary Master Plan and provide review comments on rezoning for the 112 Drive -In Development 12 4 2 18 3. Research property records and prepare additional utility easement in Highway 112 Business Park for existing utilities along W. Enterprise Drive 1 6 7 4. Prepare requests and coordinate with ARCOT on proposed right-of-way changes along Arkansas Highway 112 north of Truckers Drive; relocation of proposed ARDOT drainage improvements and elimination of a sanitary sewer relocation on W. Van Ashe Drive; and possible extension of water line improvements along Arkansas Highway 112 north of Howard Nickle Road for future phase of Highway 112 widening 16 2 2 20 5. Prepare Civil 3D surface model of proposed traffic circle at Arkansas Highway 112 and W. Van Asche Drive to determine location of existing 36-in. transmission line relative to proposed drainage improvements and roadway embankment 4 22 26 6. Attend (1) additional 50 % Design Review meeting and prepare additional plan revisions for pipeline alignment and associated easement updates 6 2 4 12 7. Attend (3) additional 90 % (Pre -Final) Design Review meetings with City of Fayetteville Utility Department staff, City land agents, and ARDOT 16 4 20 40 8. Update technical specifications for project manual based on revised City of Fayetteville Standard Specifications recently approved by the Arkansas Department of Health 36 4 40 9. Coordinate, inspect and perform location survey on the second phase of geotechnical bores at the project site 2 2 4 1 9 Total Hours 281 14 20 194 8 10 0 99 26 652 Final Design, Amendment 1 (ARDOT Preliminary Engineering - Change Order) $98,610 ENGINEERING SERVICES SUMMARY Highway 112 Utility Relocations, Fayetteville, Arkansas A. Task 1 - Preliminary Engineering Services Approved under Agreement for Professional Engineering Services, June 1, 2021 $36,000 B. Task 2 - Final Design Phase (ARDOT Construction Agreement) Approved under Agreement for Professional Engineering Services, June 1, 2022 $389,800 C. Reimbursable Expenses Approved under Agreement for Professional Engineering Services, June 1, 2023 $40,200 D. Task 3 - Final Design, Amendment 1 (ARDOT Preliminary Engineering - Change Order) $98,610 Total Engineering Fee - Not to Exceed $564,610 202304E Scope of Services Fee Proposal -Amendment 1\Amendment 1(Task 3) 01-17-23 Page 1 of 1 ARKANSAS STATE HIGHWAY COMMISSION UTILITY CHANGE ORDER UTILITY City of Fayetteville CHANGE ORDER NO. One (PE) JOB NO ROUTE 11WIMA11 FAP NO. CMF-TAPF-9142(48) JOB NAME Truckers Dr. - Howard 112 SECTION 1 COUNTY Washington Nickell Rd. (Fayetteville)(S) DESCRIPTION OF CHANGE: Increase Preliminary Engineering from the amount entered on the PE Agreement of $466,000.00 to the revised estimated amount of $564,610.00, which results in an increase of $98,610.00. REASON FOR CHANGE: Increase Preliminary Engineering due to additions in the scope of work for design. Additional facilities have been included in the relocation plans, and additional engineering is required due to business developments within the project area. Additional coordination is also being required to complete the Owner's relocation proposal. Please see attached estimate. Item Description Present Amount Revised Amount Increase (Decrease) Preliminary Engineering $466,000.00 $564,610.00 $98,610.00 TOTAL 1 $466,000.00 1 $564,610.00 1 $98,610.00 COMPUTATION OF REIMBURSABLE AMOUNT: Reimbursable Percentage: 90.31% (estimated) Present Amount $466,000.00 Reimb. % 90.31% $420,844.60 Revised Amount $564,610.00 1 Reimb. % 90.31% $509,899.29 Overrun $89,054.69 Requested Coordinator Recommended Section Head-UtilitiEd Section Approved Right of e ay Division Upa Authorized Asst. Chief .,;deer -Design Job Files\Job #\Funding Date 2-8-2023 Date 2-8-2023 Date 2/8/2023 Date 02-08-2023 M Engineer Standard Billing Rate Structure For Hourly Fee Based Contracts Hawkins -Weir Engineers, Inc. Effective August 14, 2022 through August 12, 2023"' Engineer VII $ 220 Per Hour Engineer VI $ 200 Per Hour Engineer V $ 175 Per Hour Engineer IV $ 150 Per Hour Engineer III $ 130 Per Hour Engineer II $ 115 Per Hour Engineer I $ 100 Per Hour Engineering Technician Designer I $ 110 Per Hour Technician IV $ 95 Per Hour Technician III $ 85 Per Hour Technician II $ 75 Per Hour Technician I $ 65 Per Hour Field Technician - Field Inspector Resident Project Representative (RPR) $ 120 Per Hour Construction Manager $ 100 Per Hour Inspector II $ 85 Per Hour Inspector I $ 75 Per Hour Field Surveying GPS Survey Surveyor Administrative Business Manager Expert Witness Preparation Testimony, less than 1/2 day Testimony, per Day $ 175 Per Hour $ 125 Per Hour $ 85 Per Hour At Engineer's Hourly Rate $ 2,000 $ 4,000 Expenses Reimbursable Expenses and upcharges are determined by the Client Agreement/Contract Subconsultants/Outside Services Express Delivery, Field Supplies, Testing, Review/Filing Fees and Advertising Travel: Hotel and meals Actual Cost Vehicle(2) $0.655 per mile effective l/l/23 Reproduction: Outside printing service Actual Cost In-house printing Letter Copy - B&W $ 0.12 Per Copy Letter Copy - Color $ 0.75 Per Copy 22 x 34 Size Copy - B&W $ 3.00 Per Copy 22 x 34 Size Copy - Color $12.00 Per Copy 22 x 34 Size Copy - Color Photo $ 25.00 Per Copy 11 x 17 Size Copy - B&W $ 1.50 Per Copy 11 x 17 Size Copy - Color $ 5.00 Per Copy CD Copy $ 5.00 Per Copy Binding $ 1.00 Each (1) Billing Rates are reviewed and adjusted annually in August. Regardless, any adjustment in Billing Rates will not impact previously negotiated Not To Exceed (NTE) fee amounts without a formal Contract Amendment. (2) To be adjusted periodically to current IRS mileage rate. All Billings are due upon receipt unless prior arrangements for payment have been made. AMENDMENT NO. 1 TO THE AGREEMENT For PROFESSIONAL ENGINEERING SERVICES BETWEEN CITY OF FAYETTEVILLE, ARKANSAS F_11►17 HAWKINS-WEIR ENGINEERS, INC. In accordance with the AGREEMENT For PROFESSIONAL ENGINEERING SERVICES for the Utility Relocation for I-49/MLK Interchange (HW Project No. 2022129), dated February 7, 2023, between the City of Fayetteville, Arkansas (hereinafter called Owner) and Hawkins -Weir Engineers, Inc. (hereinafter called Engineer), Owner hereby authorizes Engineer to proceed with engineering services as modified by this Amendment No. 1. SECTION 1— SCOPE OF SERVICES 1.1 Amendment No. 1 is for Task 2 - Preliminary Engineering Agreement associated with the Final Design Phase of the Utility Relocation for I-49/15th Street Interchange project. Additional services are detailed in the Engineer's attached Scope of Services dated May 4, 2023. SECTION 2 — TIME OF SERVICE 2.1 Engineer will proceed with providing the services set forth herein immediately upon execution of this Authorization by all parties. SECTION 3 — COMPENSATION 3.1 Owner shall compensate Engineer for providing the services set forth herein in accordance with the terms of the Agreement. Total payment for Scope of Services described herein shall not exceed Two Hundred Seventy Six Thousand One Hundred Ten and 00/100 Dollars ($276,110.00) without written approval of Owner. These additional services adjust the Agreement's not to exceed fee to $544,550.00, and the adjustment includes $7,500 for geotechnical services. The total not to exceed reimbursable expenses is adjusted to Fifty Two Thousand Five Hundred and 00/100 Dollars ($52,500). 2022129 Amendment 1 - 15th Street.docx Page 1 of 2 May 4, 2023 Attachments: Exhibit A — Scope of Services dated, May 4, 2023 Exhibit B — Scope of Services and Fee Proposal, dated May 4, 2023 Exhibit C — Standard Hourly Billing Rate Structure, effective August 14, 2022 AUTHORIZATION BY: CITY OF FAYETTEVILLE, ARKANSAS By: Honorable Lioneld Jordan, Mayor Date: ACCEPTED BY: HAWKINS-WEIR ENGINEERS, INC. Barry McCormick, P.E. Corporate Secretary Date: 2022129 Amendment 1 - 15th Street.docx Page 2 of 2 May 4, 2023 Exhibit A — Preliminary Engineering Agreement _ Scope of Services 9% hN Utility Relocations for 1-49/151h Street Interchange Fayetteville, Arkansas CITY OF FAYETTEVILLE HW Project No. 2022129 ARKANSAS May 4, 2023 Further Description of Basic Engineering Services and Related Matters: Scope The Utility Relocations for the 1-49/15th Street Interchange project include the relocation of publicly owned utilities to precede the roadway improvements to West 15th Street at the proposed crossing of Interstate 49 (1-49) by the Arkansas Department of Transportation (ARDOT). The ARDOT project includes the extension of West 15th Street for an overpass of 1-49 with two (2) traffic circles, entrance and exit ramps, and box culvert structures under West 15th Street and South Futrall Drive. The utility relocation project will consist of an estimated 2,014 linear feet of 18-inch water main, 216 linear feet of 12-inch sanitary sewer, 15 linear feet of 24-inch sanitary sewer, and 399 linear feet of 30-inch sanitary sewer. TASK 1 — Preliminary Engineering Services — Preliminary Design Phase 1. Project Management and Administration — Preliminary Engineering a. Prepare and submit a Certification of Consultant to ARDOT for the project b. Attend ARDOT's Pre -Construction Meeting(s) for the highway improvement project on behalf of the Owner. Provide updates and answer questions regarding the relocation of the Owner's facilities 2. Topographic Surveys a. Utilize ARDOT baseline (with references) along centerline of existing roadway. Set monuments at approximate 500-foot intervals and, if necessary, at intervisible points in between. The monuments and baseline shall not interfere with traffic flow and will not require survey crew to enter traffic flow b. Locate all existing structures, streets, driveways, storm drains, utilities, fences, trees, landscaping, and other features within 50 feet of proposed public utility improvements 3. Assist the Owner in negotiations and preparing documents required to enter into a Highway — Utility Construction/Relocation Agreement with the Arkansas State Highway Commission a. Prepare and submit a Preliminary Engineering (PE) proposal for ARDOT's review in accordance with ARDOT's Utility Accommodation Policy Review available Record Documents and other information provided by the Owner to determine the extent of the Owner's existing facilities that will potentially be impacted by ARDOT's proposed construction limits and/or rights - of -way 2022129\Exhibit A - PE Agreement - 15th Street (05-04-23) Page 1 of 7 Exhibit A — Preliminary Engineering Agreement _ Scope of Services A hN Utility Relocations for 1-49/15t'' Street Interchange Fayetteville, Arkansas CITY OF FAYETTEVILLE HW Project No. 2022129 ARKANSAS May 4, 2023 ii. Based on the information provided by the Owner and the topographic survey, develop preliminary exhibits or drawings required to illustrate the anticipated scope of the Owner's existing facilities that will require relocation iii. Based on information provided by the Owner and the topographic survey, develop a preliminary list of the Owner's existing facilities that are anticipated to require relocation to avoid conflict with ARDOT's proposed improvements. This list will include an estimated breakdown of the existing facilities to be relocated by diameter and estimated length iv. Participate in an in -person meeting with the City of Fayetteville to finalize the preliminary list of facilities. A meeting with ARDOT and their Construction Manager General Contractor (CMGC) will be scheduled after the preliminary list of facilities is finalized V. Prepare a preliminary estimate of the anticipated construction cost based on the identified scope of the Owner's existing facilities to be relocated. Include a separate accounting of any betterments that the Owner chooses to include in the relocation project vi. Using ARDOT Right -of -Way mapping and the location of the Owner's existing facilities from the information provided by the Owner, develop a preliminary reimbursement eligibility ratio. This ratio will provide an accounting of the linear footage of the Owner's existing facilities claimed in private easement to the total linear footage of the Owner's existing facilities to be relocated. Obtain and review title information from Waco Title Company for assessment of easements and ARDOT Right -of -Way vii. Prepare a preliminary schedule for the project including the anticipated dates for starting and completing the relocation design, bidding, and construction, including any consideration for project phasing b. Following ARDOT's approval of the PE proposal and subsequent execution of a PE Agreement between the Owner and ARDOT, prepare and submit a Construction Agreement proposal for ARDOT's review in accordance with ARDOT's Utility Accommodation Policy 2022129\Exhibit A - PE Agreement - 15th Street (05-04-23) Page 2 of 7 Exhibit A — Preliminary Engineering Agreement Scope of Services hW Utility Relocations for 1-49/15t' Street Interchange Fayetteville, Arkansas HW Project No. 2022129 May 4, 2023 TASK 2 — Preliminary Engineering Services — Final Design Phase 1. Project Management and Administration a. Prepare correspondence and consultation with Owner I� CITY OF FAYETTEVILLE ARKANSAS b. Develop a detailed project schedule that outlines the tasks and major milestone dates for the Final Design Phase c. Prepare a monthly status report for submission with each invoice 2. Utility Coordination a. Obtain location and size of existing and proposed overhead and underground utilities from the CMGC b. Using utility field survey data, atlas mapping, and information from CMGC, plot existing and proposed utilities on plans c. Attend meetings with CMGC and utility companies to discuss necessary adjustments or relocations d. Perform field locates by using spot digging performed by Owner and/or CMGC 3. Preliminary Design Phase (50% Design Phase) a. Manage a geotechnical soils investigation by a subconsultant, GTS, Inc. b. Prepare preliminary plans (horizontal scale of drawings to be 1-inch equals 20 feet or larger, and vertical scale to be 1-inch equals 5 feet or larger). Cross section scale to be 1-inch equals 10 feet horizontal and 1-inch equals 5 feet vertical or larger, including the following information: i. Proposed alignments of pipelines and roads ii. Existing and proposed surface profiles iii. Pipelines, roads, and structures detailed in the profile view iv. Buried utility crossing depths shown in profile v. Pipeline crossing locations (streams and roads) vi. Proposed utility easements and temporary construction easements c. Prepare exhibit showing anticipated easement acquisitions for the project. Prepare property descriptions and exhibits in a format approved by the Purchasing Department for the Owner's acquisition of utility easements and/or temporary construction easements 2022129\Exhibit A - PE Agreement - 15th Street (05-04-23) Page 3 of 7 Exhibit A — Preliminary Engineering Agreement _ Scope of Services A hW Utility Relocations for 1-49/15t'' Street Interchange Fayetteville, Arkansas CITY OF FAYETTEVILLE HW Project No. 2022129 ARKANSAS May 4, 2023 d. Prepare 50% Opinion of Probable Construction Cost e. Submit one (1) full-size copy and one (1) PDF copy of the 50% Design Plans, as well as a copy of the Opinion of Probable Construction Cost f. Participate in 50% Design Review Meeting within thirty (30) days following submittal of the 50% Design Documents 4. Pre -Final Design Phase (90% Design Phase) a. Prepare final design calculations, plans, profiles, details, cross sections, street crossings, traffic detours and other items. Final plans shall incorporate comments from the 50% Design Review Meeting, evaluation data, record drawing information, and information obtained during site visits i. Prepare construction details which depict all typical items, including but not limited to fire hydrants, valves, vaults, manholes, and bores utilizing the City of Fayetteville format and standard detail drawings where applicable ii. Prepare traffic control plans in accordance with the MUTCD standards and ARDOT requirements iii. Prepare stormwater and erosion control measures on plans. As needed, prepare a Stormwater Pollution Prevention Plan in accordance with the requirements of ADEQ General Permit ARR150000, Part 11, Section A.4 iv. Prepare plans identifying existing facilities that are to be removed b. Prepare final notes on plans to fully describe the construction work to be performed c. Identify material to be used under the Build America, Buy America Act (BABAA) requirements d. Prepare Specifications and Contract Documents. The City will provide templates for the front-end documents e. Provide construction bid proposal form in electronic format, meeting the City of Fayetteville's requirements f. Prepare Final Opinion of Probable Construction Cost g. Perform QA/QC Review of Final Plans and Specifications h. Submit one (1) full size copy and one (1) PDF copy of the 90% Design Plans, as well as a copy of the Final Opinion of Probable Construction Cost and Specifications 2022129\Exhibit A - PE Agreement - 15th Street (05-04-23) Page 4 of 7 Exhibit A — Preliminary Engineering Agreement _ Scope of Services A hN Utility Relocations for 1-49/15t'' Street Interchange Fayetteville, Arkansas CITY OF FAYETTEVILLE HW Project No. 2022129 ARKANSAS May 4, 2023 i. Prepare permits (ADEQ STAA, ADEQ Stormwater Discharge Permit, ADEQ Hydrostatic Discharge Permit, ARDOT Utility Permit, and USACE Section 404) j. Assist the City's Appraiser and Right -of -Way Acquisition Agent k. Participate in 90% Design Review Meeting within thirty (30) days following submittal of the 90% Design Documents 5. Final Design Phase (100% Design Phase) a. Incorporate any QA/QC Review Comments and 90% Design Review Comments b. Submit one (1) full-size copy, one (1) half-size copy and one (1) PDF copy of the "Issued for Bid" (IFB) Plans, IFB Specifications, and the Final Opinion of Probable Construction Cost c. Submit the Final Plans, Contract Documents, and an Opinion of Probable Construction Cost to the Arkansas Department of Health for review and respond to any questions or comments d. Submit the Final Plans, Contract Documents, and an Opinion of Probable Construction Cost to ARDOT for review and respond to any questions or comments 6. Advertising and Bidding Phase a. Provide one (1) PDF copy of the IFB Plans and Specifications updated with the Owner's project number for use in the Owner's electronic procurement portal, Ion Wave. The Owner will maintain the official list of plan holders b. Prepare any necessary addenda for the project c. Attend Pre -Bid Conference and Site Visit to assist the Owner in answering questions concerning the project d. Participate in the Bid Opening (virtually) e. Review bids and prepare a recommendation to the Owner for the award of a Construction Contract f. Assist in the preparation of Contract Documents for execution between the Owner and Contractor 2022129\Exhibit A - PE Agreement - 15th Street (05-04-23) Page 5 of 7 Exhibit A — Preliminary Engineering Agreement _ Scope of Services A hN Utility Relocations for 1-49/15t'' Street Interchange Fayetteville, Arkansas CITY OF FAYETTEVILLE HW Project No. 2022129 ARKANSAS May 4, 2023 TASK 1 — Preliminary Engineering Services: Utility Relocations for I-49/MLK a. The Preliminary Design Phase (TASK 1) for the I-49/MLK Utility Relocations Project is already under contract with the City of Fayetteville but has not been incorporated into a Preliminary Engineering Services Agreement with ARDOT. Work on TASK 1 for I-49/MLK will continue concurrently with the Preliminary and Final Design Phase work for the I-49/15th Street Interchange Utility Relocation Project Construction Engineering Services — Construction Phase a. Construction Phase Services for the I-49/151h Street Utility Relocation Project are not included in this Scope of Services General a. The Engineer should anticipate a 30-calendar day review period by the City staff between the completion of one phase and the beginning of the following phase. Additional time may be required for review by agencies b. The Plans, Specifications and Contract Documents authorized by this Agreement shall be prepared to allow construction bids to be received and construction to be performed under one (1) Construction Contract for I-49/15th Street Interchange Utility Relocations c. Subcontracting of services by the Engineer shall have prior approval of the Owner Exclusions to the Scope of Services a. Construction Observation or Administration services including submittal review, review or preparation of payment requests, assessment of substantial/final completion, review of Contractor's conformance to construction documents, and preparation of Record Drawings. Any Scope of Services for Construction Phase Services will be considered under a separate Agreement or Amendment to this Agreement b. Environmental assessment or evaluation of the site Attachment A — Project Location Map 2022129\Exhibit A - PE Agreement - 15th Street (05-04-23) Page 6 of 7 Ny � <O G�A y0 , << W. CENTER ST. O� W. 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Z PROJECT LOCH TION N Q O 0 ILLoy J Z_ �1 > F- ILLLi 18TH ST. w r a w I w c� z U w Y NG �Q• m o� G�O�mQ of o F- Q U O J w 0_ F J 0) HAWKINSoWEIR UTILITY RELOCATIONS FOR I-49 / 15th STREET INTERCHANGE N N ENGI N E E R S, i N c. 15TH STREET PROJECT LOCATION MAP � N(479) Van Buren Fort Smith Fayetteville Little Rock 474-1227 I (479) 242-4685 I (479) 455-2206 I (501) 374-4846 FOR: CITY OF FA YETTEVILLE, ARKANSAS N www.hawkins-weir.com MAY2023 SCALE: 1"-1200' 2022129 W N coN N N 7 (0(0(00 J CR y c0 c0 W m M (O J y F U ENAQ O > N Q W Z ai FFQ > �W`lz T:° a a a a o m ao o(o r Q co O N N N N V N V N Q a 2 LL m L L U U _ a) F C N 2 U) U ° L CD — oo 0) O o a) N_ C O O (7 O T (n C a3 'U L > N U � M N H d � � W � t _ V M CL C> r O F F V N O cn W N N N a � m a7 C N m a e N N co cop m LA mr-Q O N W V3 L N Z X W ti w O m o -_ Co N >a O ❑ h y c d is W= c o n O CL U iL U o O 2 O d r c@ w O Cl) E m T a o h 7 a = m c E o N U d 2 U as U m E 2) N O LO s o C a J E o E O C E U a O m ID d m c coo o y 3 �U ❑ N Y L a U c0 c0 R L E N L a ~ 3 Y L O C N N U L C C N m m 0) o O N O cn o° E a a c 0 c M a w O C r C N 2 Ou 0 r y U C N L O X N a3 W o c a y m o (d U c i 2 a a) ° Q U N m T U a C > c n N m o Z L y E U W C a L T C U N 3 m a) C d L m ma a WO c c C CD " o E 2° O O O c c° o a a E N O U mm C U = m c� tll a3 2 0 2 72 O O .O c E E cy,_� a a 8� mQo 2 o2 U maq aaa �O� 7o¢a W 2 2 N CL O co (O Cl) EA O W V N fA O W O (O N EA O O p W M O n M fA fA O O WIt O a0 M M fA fA O O N oD c0 V n V fA � O It aD ID fA 00 O p m � N _ E1J O N O N EA O O N N 7 N N M 7 0) 100 � p N NN V N ao — 00 � 00 00 aD aD (° aD aD 7 7 O V aD aD aD aD aD p aD M V V 7 � V C L v a) a U o E co a c > > C C O U m N> O T ❑ c U c°O 2) L O` o a3 w p co @ E N N a 0 C N N f0 > U C a3 a UC O c° OID o F L C T E O m N O i O y 0 c T (n o O p N o f co V C N p_ ` N .LO-. ° r OI 3 c 2 0 3 o 4°° N c o CD o• U❑ o o U o c c N O N O U a3 pl U a N y mow o a n 0 2 m (D m m O 2 a 3 m m o U N U c � C n N N C N a C 01 .-: j N E a) n O N L mN 2 -O Q) a E a CD N o (D U C .LMN c V C CD a) N C Y r 0 0 3 > N m C N@ a J N L 'Lo, W W T N 1] C a) ❑ 5 -a -a 2 m o .n ° o 2v! m as o> a 75 C N A oZ5 N aai m a 01 c c U N@° p h 2 a a .• U C o 0 0 m .N U n O 1 CmL O NL ❑ a U C 'C C m °O r UC i C o j E Q > t6 C E r 2 p R ,-. 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O V M N V fA O a) W OD EA V V c0 O N V N 0 Lo (O M 7 N 0 � N to a � d a a E 3 y c m r U O () U C m o (J o d U o o m N Yo c p o - U U C m y c 2 m Q C m o c Y E � U 3 m 0o m n1 � M C w� CO N C _o O m 3 O '� U C a� Y 3 O D axi o d U Z C 'C O O U VNl N m C N (n O O O o f C ao U LL o y r E m c _ mo mSoo c m o m C)L N O. f, o U m c y O. 2? C O @ c_ m m a m y �' g y m a N C❑ `o !A a� N Q (mi U m d m o m y y c :p C m n F 3 o a m (n a '� n 3 'U c 2 U N Q m C m y E y a ra ¢ a a Q O 71 O N Exhibit C Engineer Standard Billing Rate Structure For Hourly Fee Based Contracts Hawkins -Weir Engineers, Inc. Effective August 14, 2022 through August 12, 2023"' Engineer VII $ 220 Per Hour Engineer VI $ 200 Per Hour Engineer V $ 175 Per Hour Engineer IV $ 150 Per Hour Engineer III $ 130 Per Hour Engineer II $ 115 Per Hour Engineer I $ 100 Per Hour Engineering Technician Designer I $ 110 Per Hour Technician IV $ 95 Per Hour Technician III $ 85 Per Hour Technician II $ 75 Per Hour Technician I $ 65 Per Hour Field Technician - Field Inspector Resident Project Representative (RPR) $ 120 Per Hour Construction Manager $ 100 Per Hour Inspector II $ 85 Per Hour Inspector I $ 75 Per Hour Field Surveying GPS Survey Surveyor Administrative Business Manager Expert Witness Preparation Testimony, less than 1/2 day Testimony, per Day $ 175 Per Hour $ 125 Per Hour $ 85 Per Hour At Engineer's Hourly Rate $ 2,000 $ 4,000 Expenses Reimbursable Expenses and upcharges are determined by the Client Agreement/Contract Subconsultants/Outside Services Express Delivery, Field Supplies, Testing, Review/Filing Fees and Advertising Travel: Hotel and meals Actual Cost Vehicle(2) $0.655 per mile effective l/l/23 Reproduction: Outside printing service Actual Cost In-house printing Letter Copy - B&W $ 0.12 Per Copy Letter Copy - Color $ 0.75 Per Copy 22 x 34 Size Copy - B&W $ 3.00 Per Copy 22 x 34 Size Copy - Color $12.00 Per Copy 22 x 34 Size Copy - Color Photo $ 25.00 Per Copy 11 x 17 Size Copy - B&W $ 1.50 Per Copy 11 x 17 Size Copy - Color $ 5.00 Per Copy CD Copy $ 5.00 Per Copy Binding $ 1.00 Each (1) Billing Rates are reviewed and adjusted annually in August. Regardless, any adjustment in Billing Rates will not impact previously negotiated Not To Exceed (NTE) fee amounts without a formal Contract Amendment. (2) To be adjusted periodically to current IRS mileage rate. All Billings are due upon receipt unless prior arrangements for payment have been made. 1WM CITY OF FAYETTEVILLE ARKANSAS April 6, 2023 Sent via email: DPrinzing(@klmengineering.com Dewey Prinzing VP of Business Development KLM Engineering, Inc. 1967 Wooddale Drive, Suite 4 Woodbury, MN 55125 Re: Potential Engineering Services Contract with the City of Fayetteville, Arkansas Potable Water Storage Tank Inspection Services City of Fayetteville Engineering Services RFQ 23-01, Selection #3 On March 30, 2023, the City of Fayetteville conducted a formal Engineering Selection meeting. Your firm has been selected to negotiate an Engineering Services contract for inspection services related to several of Fayetteville's water storage tanks. The Arkansas Department of Health (ADH) requires that potable water storage tanks be inspected every 5-years. The ADH provides guidelines for the scope and extent of these inspections which will need to be followed precisely. An engineering selection is necessary so that a qualified firm can perform these inspections and prepare appropriate reports, documentation, and recommendations for repairs and rehabilitation. Inspections are in -person and may involve climbing or using mobile lifts to visually inspect exteriors, measure paint thicknesses and observe deterioration or corrosion. Inspections also involve interior inspections either via manned -entry or remote operated vehicles. The selected firm will propose best practices and alternatives for consideration. This scope would include many of Fayetteville's tanks within the primary pressure plane, with inspections due in 2023. Tanks include: Surge Tank, both Baxter Lane Tanks, both Rodgers Drive Tanks, both Kessler Mountain Tanks, and the Canterbury Tank. The scope of work will be defined through non -billable scope meetings at the Water/Sewer Operations offices. Please remember that your selection does not guarantee a contract or work. Further, the City's policies include the condition that should negotiations fail then the City will be required to negotiate with the next selected firm. Do not perform any billable work of any kind related to this letter, or the potential project until you have received a contract approved by the City Council and signed by the Mayor. Best, 4 Corey W. Granderson, P.E. Utilities Engineer City of Fayetteville, Arkansas cgranderson(o)-fayetteville-ar.gov 479.444.3452 Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 KLN4. April 18, 2023 Mr. Corey Granderson Utilities Engineer City of Fayetteville 113 W. Mountain Street Fayetteville, AR 72701 REGARDING: 1. Baxter 1.0MG GSR 2. Baxter 5.00MG GSR 3. Rogers 4.OMG GSR 4. Rogers 4.OMG GSR 5. Mt. Sequoyah .25MG EWT 6. Kessler Mtn. 6.OMG GSR Fayetteville, Arkansas Dear Mr. Granderson: Corporate Office 1976 Wooddafe Drive, Suite 4 Woodbury. MN 55125 Sent via Email Only 7. Kessler Mtn. 6.OMG GSR 8. Goshen .30MG GSR 9. Round Mtn..10MG Standpipe 10. Gulley Road .75MG EWT 11. Surge .25MG Standpipe 12. Canterbury .50MG EWT KLM is pleased to submit this proposal for the remote operated vehicle (ROV) Evaluation of the above - referenced water storage tank. KLM Engineering provides NACE and AWS trained inspectors, certified in competent climbing, having experience and working knowledge of the Occupational Safety and Health Standards (OSHA), American Water Works Association (AWWA), American Concrete Industry (ACI) and State Regulations. KLM Engineering provides evaluation reports that are reviewed by an engineer who has authored the report and/or were written under the engineer's direct supervision. DOCUMENTATION KLM will provide the Owner with an evaluation report, which will provide the following benefits: 1. Clearly stating the actual condition of the reservoir. 2. For coated reservoirs, provide a life expectancy estimate of the coatings and/or an estimated timeline for coating replacement. 3. Identify structure deficiencies and recommended repairs to bring the reservoir into compliance with ACI, AWWA and OSHA requirements. 4. Provide a schedule for performing recommended maintenance work. 5. Provide a Cost Estimate for all structure repairs and coating replacement. 6. Identify the quantity of sediment and recommend a timeline for cleanout, if warranted. 7. Include color photographs identifying current conditions and any required repairs. 8. Recommend a timeline for future evaluations. The evaluation report will be provided to the City in digital format (Pdf). After which, KLM will contact City to discuss the report and answer any questions. Copyright 2023 by KLM Engineering, Inc. Page 1 of 8 Fayetteville, AR — (12) ROV Evaluations SCOPE OF WORK Float Evaluation of Upper Structure In order to perform a float evaluation of the upper structure, the Owner must have the water at, or near, the high-water level (HWL) at the start of the evaluation. KLM's inspectors will insert and inflate a sterilized rubber raft into the tank interior. During the float evaluation, the Owner will be responsible for opening and closing the valves to the tank. The inspector, while in the raft, will examine the interior structure and evaluate the existing coating integrity above the high water line. KLM will float the following tanks in addition to performing an ROV evaluation on each tank: 1. Baxter S.00MG GSR 2. Rogers 4.OMG GSR 3. Rogers 4.OMG GSR 4. Kessler Mtn. 6.OMG GSR 5. Kessler Mtn. 6.OMG GSR ROV Evaluation KLM plans to utilize a two -man crew and a remote operated vehicle (ROV) to perform the evaluation. This evaluation method can be performed in one day. KLM will provide inspectors who are properly trained and qualified to perform this type of evaluation. KLM inspectors will place a disinfected ROV and tether into the reservoir for the interior evaluation of the roof, walls, partition walls, floor, piping and valves. Photos will be taken with an underwater camera, which will show the structure conditions and quantity of sediment. The interior of the inlet pipe is excluded from the evaluation, unless otherwise written into this Agreement. Exterior and Interior Evaluation The exterior and interior evaluation is critical to the evaluation to determine whether there are any structure deficiencies and OSHA compliance. The exterior will be inspected from all areas accessible without rigging, unless otherwise written into this Agreement. Coating conditions of both the interior and exterior piping and reservoir coatings, when applicable, will be examined using dry film thickness (DFT) and standard ASTM tests. Interior and Exterior: ♦ Roof structure (size and style). ♦ Vents (size and style). ♦ Roof manways (size and style). ♦ Ventilation manways (size and style). ♦ Overflow weir and pipe (size and style) ♦ Support column (size and style). ♦ Capacity level and head range. ♦ Inlet/outlet pipe. ♦ Mud ring. ♦ Site dimensions. Copyright 2023 by KLM Engineering, Inc. ♦ Safety considerations. ♦ Drains. ♦ Floor condition. ♦ Pitting on piping. ♦ Ladders, cages, platforms and handrails. ♦ Base pad condition, including Flexcell and grout. ♦ Screens on vents and overflows. ♦ Overflow air breaks, splash pads and drainage. ♦ Safety devices. Page 2 of 8 Fayetteville, AR — (12) ROV Evaluations OWNER'S RESPONSIBILITIES The Owner's personnel shall also be responsible for: ♦ Set the water at, or near, the high-water operating level. ♦ Cease the water inlet and outlet operation during the ROV inspection. ♦ Taking and testing water samples, as required. ♦ Providing information on the reservoir, including maintenance records, construction drawings, previous evaluation reports and previous painting or reconditioning specifications. This information is most useful if obtained prior to the reservoir inspection and evaluation. FEES The fee for the above -referenced scope of work is....................................................................... $36,062.00 The fee for lead and chromium collection and testing is an additional $500.00, if requested. The fee for gasket installation on state -required wet access manway is $100.00. It is the responsibility of the Owner to make sure that the tank is prepared for the evaluation per the schedule agreed to in advance by both parties. In the event KLM arrives on site and the tank is not ready, a second day will be charged as additional time and materials. Should the tank be deemed unsafe by our inspectors, we reserve the right to revise the proposal to include necessary equipment and measures to ensure safe access to complete the scope of work. Said revised proposal would be subject to Owner approval TERMS AND CONDITIONS KLM has attached our standard Terms and Conditions. The Terms and Conditions are part of this Agreement between City of Fayetteville KLM Engineering, Inc. unless otherwise agreed to in writing by both parties. Fees are subject to change, if proposed work exceeds twelve (12) months from the date of this proposal. ADDITIONAL INFORMATION Additional information can be found at KLM's website at: www.klmeneineerinL7.com Copyright 2023 by KLM Engineering, Inc. Page 3 of 8 Fayetteville, AR — (12) ROV Evaluations AGREEMENT This proposal is valid for sixty (60) days from the date of this proposal. If the City of Fayetteville finds the proposal acceptable, please sign and return by mail, fax or email. By signing and returning this signature page only, you agree to the terms of the entire proposal document submitted. When KLM receives the signed proposal, we will contact the City to coordinate an evaluation date. Upon delivery of the report to the City, an invoice will be submitted according to the terms of this Agreement. This Agreement, between the City of Fayetteville of Fayetteville, Arkansas and KLM Engineering, Inc. of Woodbury, Minnesota is accepted by: CITY OF FAYETTEVILLE 113 W. Mountain Street Fayetteville, AR 72701 Signature Name Title Date We look forward to working with you. Sincerely, KLM ENGINEERING, INC. Dewey Prinzing Vice President of Business Development 1976 Wooddale Drive, Suite 4 Woodbury, MN 55125 Cell: 651-434-4321 Email: dprinzing@klmengineering.com Attachment: KLM Terms and Conditions Rev 2023.04.07 KL Copyright 2023 by KLM Engineering, Inc. 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Z \� \�s- \ � 0 2>1 o = wf c� « kf CD_ _LLE kj ?� 0 i 3 ICA rui �. i Cn Ir Ln an N J N Ir ru cc ❑ < NOR ptNlo23 yllSo :,9111163 a m 4n N _ O I� �AM1 Nm+� II NOry pOc7.m H IEOO II N ' LE. mz Ln I II mZ I M J i No J - I ry � � M 7 � lu ❑ ❑ 3 3190 N Malinda Dr Interior 1,189.73 -Final cleaning - construction - Residential - 1,160.18 SF -Dumpster load - Approx. 12 yards: -Residential Supervision / Project Management: Master Bedroom 2,790.37 - Remove Carpet 183.85 SF -Remove Carpet pad 183.85 SF -Carpet pad 326.85 SF -Carpet 422.33 SF Baseboard - 2 1/4" 27.00 LF -Mask and prep for paint - tape only 73.50 LF -Seal & paint baseboard - two coats 73.50 LF -Casing - 2 1/4" 21.00 LF -Paint door/window trim & jamb - 21ea -Paint door/window trim & jamb - 1.00 EA -Paint door slab only - 2 coats -1/2" - drywall per LF - up to 2' tall 8.00 LF -Paint the walls - two coats 603.78 SF -Window blind - horizontal or vertical - Detach & replace 2.00 EA -replace doors Master Closet 192.46 -R&R Carpet pad 32.78 SF -Remove Carpet 32.78 SF -Carpet 37.69 SF -replace doors Master Coat Closet 862.71 -Carpet pad 12.50 SF -Carpet 14.38 SF -1/2" - drywall per LF - up to 2' tall 12.17 LF -Paint the walls - two coats 103.11 SF -Baseboard - 2 1/4" 12.17 LF -Mask and prep for paint - tape only 12.17 LF -Seal & paint baseboard - two coats 12.17 LF -Casing - 2 1/4" 14.00 LF -Paint door/window trim & jamb - 1.00 EA Large - 2 coats (per side) - Bifold door set - Colonist - Double 1.00 EA -Paint door slab only - 2 coats replace doors ra Lss►.akrss p PAINTING FROM Schneider Painting Schneider Painting P.O. Box 7948 Springdale, AR 72766 www.schneiderpaintingnwa.com PHONE 479-283-3138 FOR Allan Mangan EMAIL Allenmangan@gmaii.com QUOTE NUMBER 1069 DATE April 24, 2023 VALID UNTIL June 18, 2023 I Download PDF Master Bath 1,233.52 -Toe kick - pre -finished wood - 1/2" 4.00 LF -Stain & finish toe -kick 4.00 LF -Baseboard - 2 1/4" 20.67 LF -Mask and prep for paint - tape only 20.67 LF -Seal & paint baseboard - two coats 20.67 LF -Casing - 2 1/4" 14.00 LF -Paint door/window trim & jamb - 2 -Interior door unit 1.00 EA -Paint door slab only - 2 coats 1/2" - drywall per LF - up to 2' tall 20.67 LF Paint the walls - two coats 201.17 SF Toilet - Detach & reset 1.00 EA replace doors Bedroom 1 Carpet 186.50 SF Remove Carpet pad 92.51 SF Carpet pad 92.51 SF Remove Carpet 102.51 SF Paint door/window trim & jamb - 2 Closet 1 - Carpet 11.31 SF -R&R Carpet pad 9.83 SF -. Remove Carpet 9.83 SF Hall Closet -Vapor barrier - visqueen - 6mil 3.96 SF -Snaplock Laminate - simulated wood flooring 3.96 SF Baseboard - 2 1/4" 6.33 LF Mask and prep for paint - tape only 6.33 LF Seal & paint baseboard - two coats 6.33 LF Hallway -Vapor barrier - visqueen - 6mil 46.71 SF - Snaplock Laminate - simulated wood flooring 46.71 SF -Baseboard - 2 1/4" 20.33 LF Mask and prep for paint - tape only 20.33 LF Seal & paint baseboard - two coats 20.33 LF 1/2" - drywall per LF - up to 2' tall 20.33 LF Paint the walls - two coats 179.33 SF Casing - 2 1/4" 42.00 LF Paint door/window trim & jamb - 2 4.00 EA -Cold air return cover - Detach & reset 1.00 EA - Paint door slab only - 2 coats Bedroom 2 -Carpet 187.17 SF Carpet pad 102.51 SF Remove Carpet 58.51 SF Remove Carpet pad 58.51 SF Paint door/window trim & jamb Baseboard - 2 1/4" 22.67 LF Mask and prep for paint - tape only 33.67 LF Seal & paint baseboard - two coats 33.67 LF Paint the walls - two coats 278.44 SF Window blind - horizontal or Vertical 1.00 EA 908.91 57.75 58.51 1,069.66 1,261.90 Closet 2 79.28 Carpet 15.53 SF R&R Carpet pad 13.50 SF Remove Carpet 13.50 SF Hall Bath Baseboard - 2 1/4" 3.67 LF Mask and prep for paint - tape only 3.67 LF Seal & paint baseboard - two coats 3.67 LF -1 /2" - drywall per LF - up to 2' tall 3.67 LF - Paint the walls - two coats 95.83 SF - Toilet - Detach & reset 1.00 EA -R&R Toe kick - pre -finished wood 5.00 LF Stain & finish toe -kick 5.00 LF Casing - 2 1/4" 14.00 LF -Paint door/window trim & jamb Interior door unit 1.00 EA Paint door slab only Living Room Remove Snaplock Laminate - 196.09 SF Vapor barrier - 15# felt 196.09 SF -Vapor barrier - visqueen - 6mil 264.09 SF Snaplock Laminate - simulated wood flooring 264.09 SF Baseboard - 2 1/4" 43.17 LF -Baseboard - Detach & reset 10.00 LF Mask and prep for paint - tape only 53.17 LF Seal & paint baseboard - 53.17 LF Batt insulation - 4" - R13 - paper foil faced 20.00 SF 1/2" - drywall per LF - up to 2' 35.17 LF Paint the walls - two coats 476.25 SF Window blind - horizontal or vertical - Detach & reset 2.00 EA Pantry - Paint door/window trim & jamb - 1.00 EA -Vapor barrier - visqueen - 6mil 4.88 SF Snaplock Laminate - simulated 4.88 SF Baseboard - 2 1/4" 6.92 LF Mask and prep for paint - tape 6.92 LF Seal & paint baseboard - 6.92 LF Kitchen -Vapor barrier - visqueen - 6mil 188.71 SF Snaplock Laminate - simulated 188.71 SF Baseboard - 2 1/4" 35.42 LF Mask and prep for paint - tape 35.42 LF Seal & paint baseboard - 35.42 LF -1/2" - drywall per LF - up to 2' 15.00 LF Paint the walls - two coats 383.78 SF Refrigerator - Remove & reset 1.00 EA Casing - 2 1/4" 31.00 LF Paint door/window trim & jamb - 2.00 EA R&R Toe kick - pre -finished 14.00 LF Window blind - horizontal or vertical - Detach & reset 1.00 EA Range - electric - Remove & reset 1.00 EA -Range hood - Detach & reset 1.00 EA - Dishwasher - Detach & reset 1.00 EA 912.57 2,731.36 100.38 22,760.33 Contents 6,761.99 Content Manipulation charge - 64.00 HR 4 technicians for16hrs to pack out Contents Evaluation and/or 8.00 HR Supervisor/Admin - per hour Working supervisor on site, communication with customer and administrative tasks. -Provide stretch film/wrap 2.00 RL Provide furniture heavyweight blanket/pad 40.00 EA Provide box, packing paper & tape - large size 30.00 EA Provide wardrobe box & tape large size - 6.00 EA -Provide plastic mattress cover & packing tape - King size 4.00 EA - Bubble Wrap 12" wide - Add -on cost for fragile items125.00 LF Job -site cargo container - pick up/del. (each way) 16'-40' 2.00 EA -Job-site cargo/storage container - 2.00 Padlock/disc lock 1.00 EA Content Manipulation charge - 72.00 HR 4 technicians for 18hrs to pack in, additional time needed due to new building materials Total $42,971.43 Thank you for the opportunity to estimate your project! We will reach out to discuss scheduling and further details once you accept the estimate. We prefer a check upon completion. There will be a 3% fee for all credit/debit payments added to the invoice. We request a 20% deposit for projects over $10,000. We include a 1-year craftsmanship warranty, and we are licensed and insured. We look forward to working with you! www.schneiderpaintingnwa.com Ask a Question 3190 N Malinda Dr Total $42,971.43 O Yes, I Allan Mangan agree to and accept this quote, on May 5, 2023 at 7:39 AM. Accept Quote Decline this quote... Rw ,rod by GmIlent Client: Jesse Wigins Property: 3190 NORTH MALINDA DRIVE Fayetteville, AR 72703 Operator: BROCK Estimator: Christian Rodas Position: Estimator Company: Surfco Restoration & Construction Type of Estimate: Date Entered: 4/27/2023 Date Assigned: 3/15/2023 Price List: ARFA8X_APR23 Labor Efficiency: Restoration/Service/Remodel Estimate: JESSE WEEGEN Home: (479) 402-0601 Business: (479) 601-2474 E-mail: christian.r@teamsurfco.com JESSE_WEEGEN Main Level Main Level DESCRIPTION QTY REMOVE REPLACE TAX O&P TOTAL 1. Final cleaning - construction - 1,160.18 SF 0.00 0.31 43.16 71.94 474.76 Residential 3. Dumpster load -Approx. 12 yards, 1- 1.00 EA 474.80 0.00 56.98 94.96 626.74 3 tons of debris 4. Residential Supervision / Project 4.00 HR 0.00 66.39 0.00 53.12 318.68 Management - per hour Total: Main Level Bedroom 1 DESCRIPTION 329.33 SF Walls 435.24 SF Walls & Ceiling 11.77 SY Flooring 41.17 LF Ceil. Perimeter QTY REMOVE REPLACE 100.14 220.02 1,420.18 Height: 8' 105.90 SF Ceiling 105.90 SF Floor 41.17 LF Floor Perimeter TAX O&P TOTAL 56. Remove Carpet pad 58. Carpet 59. Carpet pad 60. Remove Carpet 61. Paint door/window trim & jamb - 2 coats (per side) 92.51 SF 0.12 186.50 SF 0.00 92.51 SF 0.00 102.51 SF 0.29 1.00 EA 0.00 0.00 3.70 0.64 0.00 31.68 0.00 2.22 82.81 138.02 7.10 11.84 0.00 5.94 0.50 6.44 13.32 910.88 78.15 35.67 38.62 Totals: Bedroom 1 90.41 164.46 1,076.64 ~10' 6" Bedroom 2 Height: 8' lag^ fV l aet 329.33 SF Walls 105.90 SF Ceiling o Bedroom 435.24 SF Walls & Ceiling 105.90 SF Floor 11.77 SY Flooring 41.17 LF Floor Perimeter 41.17 LF Ceil. Perimeter ~allway� 9 DESCRIPTION QTY REMOVE REPLACE TAX O&P TOTAL 86. Carpet 187.17 SF 0.00 3.70 83.10 138.50 914.13 87. Remove Carpet 58.51 SF 0.29 0.00 0.00 3.40 20.37 88. Carpet pad 102.51 SF 0.00 0.64 7.87 13.12 86.60 JESSE_WEEGEN 4/27/2023 Page:2 CONTINUED - Bedroom 2 DESCRIPTION QTY REMOVE REPLACE TAX O&P TOTAL 89. Remove Carpet pad 58.51 SF 0.12 0.00 0.00 1.40 8.42 90. Paint door/window trim & jamb - 2 1.00 EA 0.00 31.68 0.50 6.44 38.62 coats (per side) 91. R&R Baseboard - 2 1/4" 22.67 LF 0.46 2.72 2.68 14.96 89.73 92. Mask and prep for paint - tape only 33.67 LF 0.00 0.62 0.17 4.22 25.27 (per LF) 94. Seal & paint baseboard - two coats 33.67 LF 0.00 1.49 0.40 10.12 60.69 95. Paint the surface area - two coats 278.44 SF 0.00 0.99 6.96 56.54 339.16 96. Window blind - horizontal or 1.00 EA 0.00 33.36 0.00 6.68 40.04 vertical - Detach & reset Totals: Bedroom 2 1'-2'4"--I Closet 2 2' fJ 1 se fV � DESCRIPTION 140.00 SF Walls 153.50 SF Walls & Ceiling 1.50 SY Flooring 17.50 LF Ceil. Perimeter QTY REMOVE REPLACE 101.68 255.38 1,623.03 Height: 8' 13.50 SF Ceiling 13.50 SF Floor 17.50 LF Floor Perimeter TAX O&P TOTAL 97. Carpet 15.33 SF 0.00 3.70 6.80 11.34 74.86 98. R&R Carpet pad 13.50 SF 0.12 0.64 1.03 2.04 13.33 99. Remove Carpet 13.50 SF 0.29 0.00 0.00 0.78 4.70 Totals: Closet 2 Closet 1� F- ---1114"1 T _ V Closet rA 4' 10" 11 o DESCRIPTION 110.67 SF Walls 120.74 SF Walls & Ceiling 1.12 SY Flooring 13.83 LF Ceil. Perimeter QTY REMOVE REPLACE 7.83 14.16 92.89 Height: 8' 10.07 SF Ceiling 10.07 SF Floor 13.83 LF Floor Perimeter TAX O&P TOTAL 65. Carpet 11.31 SF 0.00 3.70 5.03 8.38 55.26 66. R&R Carpet pad 9.83 SF 0.12 0.64 0.76 1.50 9.73 67. Remove Carpet pad 9.83 SF 0.12 0.00 0.00 0.24 1.42 JESSE_WEEGEN 4/27/2023 Page:3 CONTINUED - Closet DESCRIPTION QTY REMOVE REPLACE TAX O&P TOTAL Totals: Closet 5.79 10.12 66.41 Closet CI Master Closet Height: 8' 184.00 SF Walls 32.22 SF Ceiling Master Close_ 216.22 SF Walls & Ceiling 32.22 SF Floor I� 3.58 SY Flooring 23.00 LF Floor Perimeter 23.00 LF Ceil. Perimeter 2'2"i DESCRIPTION QTY REMOVE REPLACE TAX O&P TOTAL 29. R&R Carpet pad 32.78 SF 0.12 0.64 2.52 4.98 32.41 30. Remove Carpet 32.78 SF 0.29 0.00 0.00 1.90 11.41 31. R&R Carpet 37.69 SF 0.29 3.70 16.74 30.08 197.20 Totals: Master Closet 19.26 36.96 241.02 IMet-Hallwa ? Master Bedroom Height: 8' _ s M ter ster n _ i0 692.00 SF Walls 331.90 SF Ceiling '2" F 1,023.90 SF Walls & Ceiling 331.90 SF Floor &ster Bedroom _ ~ 36.88 SY Flooring 86.50 LF Floor Perimeter 1 86.50 LF Ceil. Perimeter 1 DESCRIPTION QTY REMOVE REPLACE TAX O&P TOTAL 7. Remove Carpet 183.85 SF 0.29 0.00 0.00 10.66 63.98 9. Remove Carpet pad 183.85 SF 0.12 0.00 0.00 4.42 26.48 10. Carpet pad 326.85 SF 0.00 0.64 25.10 41.84 276.12 11. R&R Carpet 422.33 SF 0.29 3.70 187.51 337.02 2,209.63 12. R&R Baseboard - 2 1/4" 27.00 LF 0.46 2.72 3.19 17.80 106.85 14. Mask and prep for paint - tape only 73.50 LF 0.00 0.62 0.37 9.20 55.14 (per LF) 16. Seal & paint baseboard - two coats 73.50 LF 0.00 1.49 0.88 22.08 132.48 17. R&R Casing - 2 1/4" 21.00 LF 0.55 2.28 3.02 12.50 74.95 18. Paint door/window trim & jamb - 2 1.00 EA 0.00 31.68 0.50 6.44 38.62 coats (per side) 19. Paint door/window trim & jamb - 1.00 EA 0.00 37.28 0.59 7.58 45.45 Large - 2 coats (per side) JESSE_WEEGEN 4/27/2023 Page:4 CONTINUED - Master Bedroom DESCRIPTION QTY REMOVE REPLACE TAX O&P TOTAL 20. Prime & paint door slab only - 3.00 EA 0.00 46.29 4.43 28.66 171.96 exterior (per side) 21. R&R 1/2" - drywall per LF - up to 8.00 LF 2.43 8.43 1.21 17.60 105.69 2' tall 23. Paint the surface area - two coats 603.78 SF 0.00 0.99 15.10 122.56 735.40 24. Window blind - horizontal or 2.00 EA 0.00 33.36 0.00 13.34 80.06 vertical - Detach & reset Totals: Master Bedroom DESCRIPTION 241.90 651.70 4,122.81 Master BAth Height: 8' 261.33 SF Walls 304.41 SF Walls & Ceiling 4.79 SY Flooring 32.67 LF Ceil. Perimeter QTY REMOVE REPLACE 43.08 SF Ceiling 43.08 SF Floor 32.67 LF Floor Perimeter TAX O&P TOTAL 41. R&R Toe kick - pre -finished wood 4.00 LF 2.04 8.49 1.71 8.78 52.61 - 1/2" 43. Stain & finish toe kick 4.00 LF 0.00 1.58 0.09 1.28 7.69 44. R&R Baseboard - 2 1/4" 20.67 LF 0.46 2.72 2.44 13.62 81.79 45. Mask and prep for paint - tape only 20.67 LF 0.00 0.62 0.10 2.58 15.50 (per LF) 46. Seal & paint baseboard - two coats 20.67 LF 0.00 1.49 0.25 6.22 37.27 47. R&R Casing - 2 1/4" 14.00 LF 0.55 2.28 2.02 8.32 49.96 48. Paint door slab only - 2 coats (per 1.00 EA 0.00 37.92 0.83 7.74 46.49 side) 49. R&R Interior door unit 1.00 EA 20.29 299.81 25.18 69.06 414.34 51. Paint door/window trim & jamb - 2 1.00 EA 0.00 31.68 0.50 6.44 38.62 coats (per side) 52. R&R 1/2" - drywall per LF - up to 20.67 LF 2.43 8.43 3.12 45.52 273.12 2' tall 53. Paint the surface area - two coats 201.17 SF 0.00 0.99 5.03 40.84 245.03 54. Toilet - Detach & reset 1.00 EA 0.00 259.32 0.83 52.02 312.17 Totals: Master BAth 42.10 262.42 1,574.59 JESSE_WEEGEN 4/27/2023 Page:5 Hallway Height: 8' 00 260.00 SF Walls 37.33 SF Ceiling 0Sla ,c gets' 10 x 297.33 SF Walls & Ceiling 37.33 SF Floor 26' o 6'2" 21 lo' 4.15 SY Flooring 32.50 LF Floor Perimeter Sh er AUX t� 32.50 LF Ceil. Perimeter Missing Wall Missing Wall DESCRIPTION 2' 8" 1' 6" QTY X 8' X 8' REMOVE REPLACE Opens into Exterior Opens into HALL -CLOSET TAX O&P TOTAL 74. R&R Vapor barrier - visqueen - 46.71 SF 0.09 0.30 1.68 3.64 23.53 6mi1 75. R&R Snaplock Laminate - 46.71 SF 1.27 5.71 32.00 65.20 423.23 simulated wood flooring 76. R&R Baseboard - 2 1/4" 20.33 LF 0.46 2.72 2.40 13.42 80.47 77. Mask and prep for paint - tape only 20.33 LF 0.00 0.62 0.10 2.54 15.24 (per LF) 78. Seal & paint baseboard - two coats 20.33 LF 0.00 1.49 0.24 6.10 36.63 79. R&R 1/2" - drywall per LF - up to 20.33 LF 2.43 8.43 3.07 44.78 268.63 2' tall 80. Paint the surface area - two coats 179.33 SF 0.00 0.99 4.48 36.40 218.42 81. R&R Casing - 2 1/4" 42.00 LF 0.55 2.28 6.05 25.00 149.91 82. Paint door/window trim & jamb - 2 4.00 EA 0.00 31.68 2.00 25.74 154.46 coats (per side) 83. Cold air return cover - Detach & 1.00 EA 0.00 18.77 0.00 3.76 22.53 reset 85. Paint door slab only - 2 coats (per 1.00 EA 0.00 37.92 0.83 7.74 46.49 side) Totals: Hallway 52.85 234.32 1,439.54 Hallway F2' 4" -4 2' T VNr M terT a o et Ta�op 1 �h '(Al) DESCRIPTION Master Coat Closet 26. R&R Carpet pad 27. Remove Carpet 32. R&R 1/2" - drywall per LF - up to 2' tall JESSE_WEEGEN 141.33 SF Walls 155.00 SF Walls & Ceiling 1.52 SY Flooring 17.67 LF Ceil. Perimeter QTY REMOVE REPLACE Height: 8' 13.67 SF Ceiling 13.67 SF Floor 17.67 LF Floor Perimeter TAX O&P TOTAL 12.50 SF 0.12 0.64 0.96 1.90 12.36 14.38 SF 0.29 0.00 0.00 0.84 5.01 12.17 LF 2.43 8.43 1.84 26.80 160.80 4/27/2023 Page:6 CONTINUED - Master Coat Closet DESCRIPTION QTY REMOVE REPLACE TAX O&P TOTAL 33. Paint the surface area - two coats 103.11 SF 0.00 0.99 2.58 20.94 125.60 34. R&R Baseboard - 2 1/4" 12.17 LF 0.46 2.72 1.44 8.02 48.16 35. Mask and prep for paint - tape only 12.17 LF 0.00 0.62 0.06 1.54 9.15 (per LF) 36. Seal & paint baseboard - two coats 12.17 LF 0.00 1.49 0.15 3.66 21.94 37. R&R Casing - 2 1/4" 14.00 LF 0.55 2.28 2.02 8.32 49.96 38. Paint door/window trim & jamb - 1.00 EA 0.00 37.28 0.59 7.58 45.45 Large - 2 coats (per side) 39. R&R Bifold door set - Colonist - 1.00 EA 16.23 346.42 25.65 77.66 465.96 Double 40. Paint door slab only - 2 coats (per 2.00 EA 0.00 37.92 1.66 15.50 93.00 side) Totals: Master Coat Closet 36.95 172.76 1,037.39 Hallway Hall Bath 1'-2r+2r Err+2� 6" r 1 T 1' IQrr I rr wet ( 1) V ity abi Hall Bath Coa 1 set a j i lion 2' 3" 3' 3" DESCRIPTION 202.67 SF Walls 241.22 SF Walls & Ceiling 4.28 SY Flooring 25.33 LF Ceil. Perimeter QTY REMOVE REPLACE Height: 8' 38.55 SF Ceiling 38.55 SF Floor 25.33 LF Floor Perimeter TAX O&P TOTAL 100. R&R Baseboard - 2 1/4" 3.67 LF 0.46 2.72 0.43 2.42 14.52 101. Mask and prep for paint - tape 3.67 LF 0.00 0.62 0.02 0.46 2.76 only (per LF) 102. Seal & paint baseboard - two 3.67 LF 0.00 1.49 0.04 1.10 6.61 coats 103. R&R 1/2" - drywall per LF - up to 3.67 LF 2.43 8.43 0.55 8.08 48.49 2' tall 104. Paint the surface area - two coats 95.83 SF 0.00 0.99 2.40 19.46 116.73 105. Toilet - Detach & reset 1.00 EA 0.00 259.32 0.83 52.02 312.17 106. R&R Toe kick - pre -finished 5.00 LF 2.04 8.49 2.14 10.96 65.75 wood - 1/2" 107. Stain & finish toe kick 5.00 LF 0.00 1.58 0.11 1.60 9.61 108. R&R Casing - 2 1/4" 14.00 LF 0.55 2.28 2.02 8.32 49.96 109. Paint door/window trim & jamb - 1.00 EA 0.00 31.68 0.50 6.44 38.62 2 coats (per side) 110. Paint door slab only - 2 coats (per 1.00 EA 0.00 37.92 0.83 7.74 46.49 side) Totals: Hall Bath 9.87 118.60 711.71 JESSE_WEEGEN 4/27/2023 Page:7 Living Room Missing Wall DESCRIPTION Height: 8' 525.33 SF Walls 272.72 SF Ceiling 798.05 SF Walls & Ceiling 272.72 SF Floor 30.30 SY Flooring 65.67 LF Floor Perimeter 65.67 LF Ceil. Perimeter 2' 8" X 8' Opens into Exterior QTY REMOVE REPLACE TAX O&P TOTAL 111. Remove Snaplock Laminate - 196.09 SF 1.27 0.00 0.00 49.80 298.83 simulated wood flooring 112. R&R Vapor barrier - visqueen - 264.09 SF 0.09 0.30 9.50 20.60 133.10 6mil 113. Vapor barrier - 15# felt 196.09 SF 0.00 0.27 6.35 10.58 69.87 114. Snaplock Laminate - simulated 264.09 SF 0.00 5.71 180.96 301.60 1,990.51 wood flooring 116. R&R Baseboard - 2 1/4" 43.17 LF 0.46 2.72 5.09 28.48 170.85 117. Baseboard - Detach & reset 10.00 LF 0.00 2.26 0.02 4.52 27.14 118. Mask and prep for paint - tape 53.17 LF 0.00 0.62 0.27 6.66 39.90 only (per LF) 119. Seal & paint baseboard - two 53.17 LF 0.00 1.49 0.64 15.96 95.82 coats 120. R&R Batt insulation - 4" - R13 - 20.00 SF 0.27 1.05 1.58 5.60 33.58 paper / foil faced 122. R&R 1/2" - drywall per LF - up to 35.17 LF 2.43 8.43 5.31 77.46 464.71 2' tall 124. Paint the surface area - two coats 476.25 SF 0.00 0.99 11.91 96.68 580.08 125. Window blind - horizontal or 2.00 EA 0.00 33.36 0.00 13.34 80.06 vertical - Detach & reset Totals: Living Room 221.63 631.28 3,984.45 Kitchen Cabin (A3) �g ooil Kitchen 1-4' 6„ 1 F4' 6" DESCRIPTION 524.00 SF Walls 740.85 SF Walls & Ceiling 24.09 SY Flooring 65.50 LF Ceil. Perimeter QTY REMOVE REPLACE Height: 8' 216.85 SF Ceiling 216.85 SF Floor 65.50 LF Floor Perimeter TAX O&P TOTAL 132. R&R Vapor barrier - visqueen - 188.71 SF 0.09 0.30 6.79 14.72 95.10 6mil 133. R&R Snaplock Laminate - 188.71 SF 1.27 5.71 129.30 263.44 1,709.93 simulated wood flooring JESSE_WEEGEN 4/27/2023 Page:8 DESCRIPTION CONTINUED - Kitchen QTY REMOVE REPLACE 134. R&R Baseboard - 2 1/4" 35.42 LF 135. Mask and prep for paint - tape 35.42 LF only (per LF) 136. Seal & paint baseboard - two 35.42 LF coats 137. R&R 1/2" - drywall per LF - up to 15.00 LF 2' tall 138. Paint the surface area - two coats 383.78 SF 139. Refrigerator - Remove & reset 1.00 EA 141. R&R Casing - 2 1/4" 31.00 LF 142. Paint door/window trim & jamb - 2.00 EA 2 coats (per side) 143. R&R Toe kick - pre -finished 14.00 LF wood - 1/2" 144. Window blind - horizontal or 1.00 EA vertical - Detach & reset 145. Range - electric - Remove & reset 1.00 EA 146. Range hood - Detach & reset 1.00 EA 148. Dishwasher - Detach & reset 1.00 EA 149. R&R Custom cabinets - base 15.67 LF units - High grade 151. Stain & finish cabinet 1.00 EA 152. Countertop - solid surface/granite - 35.34 SF Detach & reset 153. Content Manipulation charge - 64.00 HR per hour 154. Contents Evaluation and/or 8.00 HR Supervisor/Admin - per hour 155. Provide stretch film/wrap 2.00 RL 156. Provide furniture heavyweight 40.00 EA blanket/pad 157. Provide box, packing paper & 30.00 EA tape - large size 158. Provide wardrobe box & tape - 6.00 EA large size 159. Provide plastic mattress cover & 4.00 EA packing tape - King size 160. Bubble Wrap 12" wide - Add -on 125.00 LF cost for fragile items 161. Job -site cargo/storage container - 2.00 MO 40' long (per month) 162. Padlock/disc lock 1.00 EA 163. Content Manipulation charge - 72.00 HR per hour TAX O&P TOTAL 0.46 2.72 4.18 23.36 140.17 0.00 0.62 0.18 4.44 26.58 0.00 1.49 0.43 10.64 63.85 2.43 8.43 2.27 33.06 198.23 0.00 0.99 9.60 77.90 467.44 0.00 50.97 0.00 10.20 61.17 0.55 2.28 4.46 18.46 110.65 0.00 31.68 1.00 12.88 77.24 2.04 8.49 5.98 30.70 184.10 0.00 33.36 0.00 6.68 40.04 0.00 38.23 0.00 7.64 45.87 0.00 67.33 0.00 13.46 80.79 0.00 247.67 0.00 49.54 297.21 8.13 392.66 559.44 1,367.96 8,207.78 0.00 5,200.00 1.45 1,040.30 6,241.75 0.00 27.40 0.25 193.72 1,162.29 0.00 47.51 0.00 608.12 3,648.76 0.00 62.55 0.00 100.08 600.48 0.00 28.36 5.67 12.48 74.87 0.00 18.26 73.04 160.68 964.12 0.00 5.06 35.22 33.40 220.42 0.00 26.64 37.08 35.16 232.08 0.00 9.16 3.66 8.06 48.36 0.00 0.09 1.13 2.48 14.86 0.00 115.84 23.17 50.98 305.83 0.00 14.24 1.42 3.12 18.78 0.00 47.51 0.00 684.14 4,104.86 JESSE_WEEGEN 4/27/2023 Page:9 DESCRIPTION CONTINUED - Kitchen QTY REMOVE REPLACE TAX O&P TOTAL 164. Insulation -Labor Minimum 1.00 EA 0.00 134.43 0.00 26.88 161.31 165. Electrical -Labor Minimum 1.00 EA 0.00 181.48 0.00 36.30 217.78 166. R&R Custom cabinets - wall 13.67 LF 8.13 260.72 307.67 796.56 4,779.41 units - 30" tall - High grade Totals: Kitchen 1,213.39 5,737.54 34,602.11 2' 6" Pantry Height: 8' T 72.00 SF Walls 5.06 SF Ceiling c+� PantryN 77.06 SF Walls & Ceiling 5.06 SF Floor c� j� 0.56 SY Flooring 9.00 LF Floor Perimeter 1 1 9.00 LF Ceil. Perimeter �--2' 7" DESCRIPTION QTY REMOVE REPLACE TAX O&P TOTAL 126. Paint door/window trim & jamb - 1.00 EA 0.00 31.68 0.50 6.44 38.62 2 coats (per side) 127. R&R Vapor barrier - visqueen - 4.88 SF 0.09 0.30 0.18 0.38 2.46 6mi1 128. R&R Snaplock Laminate - 4.88 SF 1.27 5.71 3.35 6.82 44.23 simulated wood flooring 129. R&R Baseboard - 2 1/4" 6.92 LF 0.46 2.72 0.82 4.56 27.38 130. Mask and prep for paint - tape 6.92 LF 0.00 0.62 0.04 0.86 5.19 only (per LF) 131. Seal & paint baseboard - two 6.92 LF 0.00 1.49 0.08 2.08 12.47 coats Totals: Pantry 4.97 21.14 130.35 �- 1' 8" Hall Closet Height: 8' 53.33 SF Walls 3.56 SF Ceiling 1' 4" - o0 56.89 SF Walls & Ceiling 3.56 SF Floor cq 11 Clo N 0.40 SY Flooring 6.67 LF Floor Perimeter M 6.67 LF Ceil. Perimeter 116111 Missing Wall 1' 4" X 8' Opens into HALLWAY DESCRIPTION QTY REMOVE REPLACE TAX O&P TOTAL 68. R&R Vapor barrier - visqueen - 3.96 SF 0.09 0.30 0.14 0.32 2.01 6mi1 JESSE_WEEGEN 4/27/2023 Page:10 CONTINUED - Hall Closet DESCRIPTION QTY REMOVE REPLACE TAX O&P TOTAL 70. R&R Snaplock Laminate - 3.96 SF 1.27 5.71 2.71 5.52 35.87 simulated wood flooring 71. R&R Baseboard - 2 1/4" 6.33 LF 0.46 2.72 0.75 4.18 25.06 72. Mask and prep for paint - tape only 6.33 LF 0.00 0.62 0.03 0.78 4.73 (per LF) 73. Seal & paint baseboard - two coats 6.33 LF 0.00 1.49 0.08 1.90 11.41 Totals: Hall Closet 3.71 12.70 79.08 Total: Main Level 2,152.48 8,543.56 52,202.20 Labor Minimums Applied DESCRIPTION QTY REMOVE REPLACE TAX O&P TOTAL 84. Heat, vent, & air cond. labor 1.00 EA 0.00 210.96 0.00 42.20 253.16 minimum Totals: Labor Minimums Applied 0.00 42.20 253.16 Line Item Totals: JESSE NWEGEN Grand Total Areas: 4,062.67 SF Walls 1,250.09 SF Floor 0.00 SF Long Wall 1,250.09 Floor Area 1,538.33 Exterior Wall Area 0.00 Surface Area 0.00 Total Ridge Length 2,152.48 8,585.76 52,455.36 1,250.09 SF Ceiling 5,312.75 SF Walls and Ceiling 138.90 SY Flooring 507.83 LF Floor Perimeter 0.00 SF Short Wall 507.83 LF Ceil. Perimeter 1,364.67 Total Area 4,066.67 Interior Wall Area 175.67 Exterior Perimeter of Walls 0.00 Number of Squares 0.00 Total Perimeter Length 0.00 Total Hip Length JESSE_WEEGEN 4/27/2023 Page: II Summary Line Item Total 41,717.12 Material Sales Tax 1,156.58 Cleaning Matl Tax 31.16 Storage Rental Tax 23.17 Subtotal 42,928.03 Overhead 4,292.88 Profit 4,292.88 Service Sales Tax 941.57 Replacement Cost Value $52,455.36 Net Claim $52,455.36 Christian Rodas Estimator JESSE_WEEGEN 4/27/2023 Page:12 Recap of Taxes, Overhead and Profit Overhead Profit (10%) Material Sales Cleaning Mad Service Sales Manuf. Home Storage State Food Local Food (10%) Tax (10%) Tax (10%) Tax (10%) Tax (6.5%) Rental Tax Tax (1.5%) Tax (3.5%) (10%) Line Items 4,292.88 4,292.88 1,156.58 31.16 941.57 0.00 23.17 0.00 0.00 Total 4,292.88 4,292.88 1,156.58 31.16 941.57 0.00 23.17 0.00 0.00 JESSE_WEEGEN 4/27/2023 Page:13 Recap by Room Estimate: JESSE WEEGEN Area: Main Level 1,100.02 2.64% Bedroom 1 821.77 1.97% Bedroom 2 1,265.97 3.03% Closet 2 70.90 0.17% Closet 50.50 0.12% Master Closet 184.80 0.44% Master Bedroom 3,229.21 7.74% Master BAth 1,270.07 3.04% Hallway 1,152.37 2.76% Master Coat Closet 827.68 1.98% Hall Bath 583.24 1.40% Living Room 3,131.54 7.51% Kitchen 27,651.18 66.28% Pantry 104.24 0.25% Hall Closet 62.67 0.15% Area Subtotal: Main Level 41,506.16 99.49% Labor Minimums Applied 210.96 0.51 % Subtotal of Areas 41,717.12 100.00% Total 41,717.12 100.00% JESSE_WEEGEN 4/27/2023 Page:14 Recap by Category O&P Items Total APPLIANCES 404.20 0.77% CABINETRY 10,880.61 20.74% CONT: GARMENT & SOFT GOODS CLN 311.64 0.59% CLEANING 359.66 0.69% CONTENT MANIPULATION 6,707.28 12.79% CONT: PACKING,HANDLNG,STORAGE 1,335.41 2.55% GENERAL DEMOLITION 2,153.30 4.11% DOORS 646.23 1.23 % DRYWALL 969.53 1.85% ELECTRICAL 181.48 0.35% FLOOR COVERING - CARPET 3,561.13 6.79% FLOOR COVERING - WOOD 3,108.10 5.93% FINISH CARPENTRY / TRIMWORK 872.18 1.66% HEAT, VENT & AIR CONDITIONING 229.73 0.44% INSULATION 155.43 0.30% LABOR ONLY 265.56 0.51% PLUMBING 518.64 0.99% PAINTING 8,856.85 16.88% WINDOW TREATMENT 200.16 0.38% O&P Items Subtotal 41,717.12 79.53% Material Sales Tax 1,156.58 2.20% Cleaning Matl Tax 31.16 0.06% Storage Rental Tax 23.17 0.04% Overhead 4,292.88 8.18% Profit 4,292.88 8.18% Service Sales Tax 941.57 1.79% Total 52,455.36 100.00% JESSE_WEEGEN 4/27/2023 Page:15 Main Level Main Level JESSE_WEEGEN 4/27/2023 Page:16 NWA yvww. nwarestoreiF.com NWA Restore - It, Inc. 13525 W HWY 102 Centerton, AR 72719 Office: (479) 795-1300 Fax: (479) 795-1156 Tax ID:72-1532198 Client: Nikiville, LLC Property: 3190 N Melinda Dr Fayetteville, AR Operator: JOELB Type of Estimate: Date Entered: 2/8/2023 Price List: ARFA8X_FEB23 Labor Efficiency: Restoration/Service/Remodel Estimate: NIKIVILLE 0049G&C Date Assigned: This is an ESTIMATE only for the work described. Any expenses or materials not listed in this estimate will be considered additional and will be billed in addition to the amount of this estimate. This estimate is good for 30 days from receipt. - NWA Restore - It, Inc. NWA 13525 W HWY 102 Yrww.nwarestorer.c m Centerton, AR 72719 Office: (479) 795-1300 Fax: (479) 795-1156 Tax ID: 72-1532198 NIKIVILLE_0049G&C Interior Interior DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 1. Final cleaning - construction - 1,160.18 SF 0.00 0.30 40.72 69.62 458.39 Residential 2. Dumpster load -Approx. 12 yards, 1- 1.00 EA 474.80 0.00 55.55 94.96 625.31 3 tons of debris 3. Residential Supervision / Project 4.00 HR 0.00 65.83 0.00 52.66 315.98 Management - per hour Total: Interior 96.27 217.24 1,399.68 ._r5i eb Hallway Master Bedroom Height: 8' 7„ r81 V, ester Bedroom = _ Door Door Door Door DESCRIPTION 4. Remove Carpet 5. Remove Carpet pad 6. Carpet pad 7. Carpet 8. Baseboard - 2 1/4" 9. Mask and prep for paint - tape only (per LF) 10. Seal & paint baseboard - two coats 11. Casing - 2 1/4" 12. Paint door/window trim & jamb - 2 coats (per side) 13. Paint door/window trim & jamb - Large - 2 coats (per side) 14. Paint door slab only - 2 coats (per side) NIKIVILLE_0049G&C 603.78 SF Walls 930.63 SF Walls & Ceiling 36.32 SY Flooring 85.33 LF Ceil. Perimeter 326.85 SF Ceiling 326.85 SF Floor 73.50 LF Floor Perimeter 2' 6" X 6' 8" Opens into MASTER BATH 4' 4" X 6' 8" Opens into MASTER COAT_ 2' 6" X 6' 8" Opens into HALLWAY 21611 X 6' 8" Opens into MASTER CLOSE QTY RESET REMOVE REPLACE TAX O&P TOTAL 183.85 SF 0.29 0.00 0.00 10.66 63.98 183.85 SF 0.12 0.00 0.00 4.42 26.48 326.85 SF 0.00 0.64 24.48 41.84 275.50 422.33 SF 0.00 3.68 181.84 310.84 2,046.85 27.00 LF 0.00 2.71 3.11 15.26 91.54 73.50 LF 0.00 0.62 0.36 9.20 55.13 73.50 LF 0.00 1.49 0.86 22.08 132.46 21.00 LF 0.00 2.27 2.95 10.14 60.76 1.00 EA 0.00 31.56 0.49 6.42 38.47 1.00 EA 0.00 37.12 0.57 7.54 45.23 3.00 EA 0.00 37.78 2.42 23.14 138.90 2/27/2023 Page:2 - NWA Restore - It, Inc. NWA 13525 W HWY 102 Www_"we,estore;r.� m Centerton, AR 72719 Office: (479) 795-1300 Fax: (479) 795-1156 Tax ID: 72-1532198 CONTINUED - Master Bedroom DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 15. 1/2" - drywall per LF - up to T tall 8.00 LF 0.00 8.34 1.14 13.56 81.42 16. Paint the walls - two coats 603.78 SF 0.00 0.99 14.72 122.48 734.94 17. Window blind - horizontal or 2.00 EA 0.00 33.07 0.00 13.22 79.36 vertical - Detach & reset Totals: Master Bedroom 232.94 610.80 3,871.02 Closet 1 LL �10 Master Closet Height: 8' 168.67 SF Walls 32.78 SF Ceiling Master Closet o 201.44 SF Walls & Ceiling 32.78 SF Floor j 1 3.64 SY Flooring 20.67 LF Floor Perimeter "+-2' 6" 1 23.17 LF Ceil. Perimeter P 7" Door 2' 6" X 6' 8" Opens into MASTER BEDRO DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 18. R&R Carpet pad 32.78 SF 0.12 0.64 2.46 4.98 32.35 19. Remove Carpet 32.78 SF 0.29 0.00 0.00 1.90 11.41 20. Carpet 37.69 SF 0.00 3.68 16.22 27.74 182.66 Totals: Master Closet 18.68 34.62 226.42 ~2' 4" Master Coat Closet Height: 8' 103.11 SF Walls 12.50 SF Ceiling h_w1 Ma eroa t e 115.61 SF Walls & Ceiling 12.50 SF Floor 1.39 SY Flooring 12.17 LF Floor Perimeter 1 16.50 LF Ceil. Perimeter �ait� (B1) Door 4' 4" X 6' 8" Opens into MASTER BEDRO DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 21. Carpet pad 12.50 SF 0.00 0.64 0.94 1.60 10.54 22. Carpet 14.38 SF 0.00 3.68 6.19 10.58 69.69 23. 1/2" - drywall per LF - up to T tall 12.17 LF 0.00 8.34 1.73 20.64 123.87 24. Paint the walls - two coats 103.11 SF 0.00 0.99 2.51 20.92 125.51 NIKIVILLE_0049G&C 2/27/2023 Page:3 - NWA Restore - It, Inc. NWA 13525 W HWY 102 Yrww.nwarestorer.c m Centerton, AR 72719 Office: (479) 795-1300 Fax: (479) 795-1156 Tax ID:72-1532198 CONTINUED - Master Coat Closet DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 25. Baseboard - 2 1/4" 12.17 LF 0.00 2.71 1.40 6.88 41.26 26. Mask and prep for paint - tape only 12.17 LF 0.00 0.62 0.06 1.54 9.15 (per LF) 27. Seal & paint baseboard - two coats 12.17 LF 0.00 1.49 0.14 3.64 21.91 28. Casing - 2 1/4" 14.00 LF 0.00 2.27 1.97 6.76 40.51 29. Paint door/window trim & jamb - 1.00 EA 0.00 37.12 0.57 7.54 45.23 Large - 2 coats (per side) 30. Bifold door set - Colonist - Double 1.00 EA 0.00 337.95 24.25 72.46 434.66 31. Paint door slab only - 2 coats (per 2.00 EA 0.00 37.78 1.62 15.44 92.62 side) Totals: Master Coat Closet 41.38 168.00 1,014.95 Master Bath 2' 5' Master Bad, 6' T N Door Door DESCRIPTION 32. Toe kick - pre -finished wood - 1/2" 33. Stain & finish toe -kick 34. Baseboard - 2 1/4" 35. Mask and prep for paint - tape only (per LF) 36. Seal & paint baseboard - two coats 37. Casing - 2 1/4" 38. Paint door/window trim & jamb - 2 coats (per side) 39. Interior door unit 40. Paint door slab only - 2 coats (per side) 41. 1/2" - drywall per LF - up to T tall 42. Paint the walls - two coats NIKIVILLE_0049G&C 201.17 SF Walls 244.24 SF Walls & Ceiling 3.99 SY Flooring 31.50 LF Ceil. Perimeter Height: 8' 43.08 SF Ceiling 35.93 SF Floor 20.67 LF Floor Perimeter 2' 6" X 6' 8" 2' 6" X 6' 8" QTY RESET REMOVE Opens into Exterior Opens into MASTER BEDRO REPLACE TAX O&P TOTAL 4.00 LF 0.00 8.45 1.67 7.10 42.57 4.00 LF 0.00 1.58 0.09 1.28 7.69 20.67 LF 0.00 2.71 2.38 11.68 70.08 20.67 LF 0.00 0.62 0.10 2.58 15.50 20.67 LF 0.00 1.49 0.24 6.20 37.24 14.00 LF 0.00 2.27 1.97 6.76 40.51 1.00 EA 0.00 31.56 0.49 6.42 38.47 1.00 EA 0.00 299.41 24.55 64.80 388.76 1.00 EA 0.00 37.78 0.81 7.72 46.31 20.67 LF 0.00 8.34 2.94 35.06 210.39 201.17 SF 0.00 0.99 4.90 40.82 244.88 2/27/2023 Page:4 - NWA Restore - It, Inc. NWA 13525 W HWY 102 Www_�we,estoetr.� m Centerton, AR 72719 Office: (479) 795-1300 Fax: (479) 795-1156 Tax ID:72-1532198 DESCRIPTION CONTINUED - Master Bath QTY RESET REMOVE REPLACE TAX O&P TOTAL 43. Toilet - Detach & reset 1.00 EA 0.00 256.53 0.81 51.46 308.80 Totals: Master Bath Bedroom 1 40.95 241.88 1,451.20 Height: 8' 278.44 SF Walls 102.51 SF Ceiling Bedroom 1 380.96 SF Walls & Ceiling 102.51 SF Floor 11.39 SY Flooring 33.67 LF Floor Perimeter - 40.50 LF Ceil. Perimeter Closet '3" 4" CI et Door 4' 4" X 6' 8" Opens into CLOSET-1 Door 2' 6" X 6' 8" Opens into HALLWAY DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 44. Carpet 186.50 SF 0.00 3.68 80.30 137.26 903.88 45. Remove Carpet pad 92.51 SF 0.12 0.00 0.00 2.22 13.32 46. Carpet pad 92.51 SF 0.00 0.64 6.92 11.84 77.97 47. Remove Carpet 102.51 SF 0.29 0.00 0.00 5.94 35.67 48. Paint door/window trim & jamb - 2 1.00 EA 0.00 31.56 0.49 6.42 38.47 coats (per side) Totals: Bedroom 1 87.71 163.68 1,069.31 Closet 1 Height: 8' 81.78 SF Walls 9.83 SF Ceiling I 91.61 SF Walls & Ceiling 9.83 SF Floor Closet 1 1N' N 1.09 SY Flooring 9.50 LF Floor Perimeter u'to5 13.83 LF Ceil. Perimeter Door 4' 4" X 6' 8" Opens into BEDROOM-1 DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 49. Carpet 11.31 SF 0.00 3.68 4.87 8.32 54.81 50. R&R Carpet pad 9.83 SF 0.12 0.64 0.73 1.50 9.70 51. Remove Carpet 9.83 SF 0.29 0.00 0.00 0.58 3.43 NIKIVILLE_0049G&C 2/27/2023 Page:5 - NWA Restore - It, Inc. NWA 13525 W HWY 102 Www."we.estoe;F.� m Centerton, AR 72719 Office: (479) 795-1300 Fax: (479) 795-1156 Tax ID: 72-1532198 CONTINUED - Closet 1 DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL Totals: Closet 1 5.60 10.40 67.94 1' 7" i Hall Closet Height: 8' 1 11311 54.00 SF Walls 3.96 SF Ceiling 11 Hoset 57.96 SF Walls & Ceiling 3.96 SF Floor 0.44 SY Flooring 6.33 LF Floor Perimeter i 8.83 LF Ceil. Perimeter 1115111 Door 21611 X 61811 Opens into HALLWAY DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 52. Vapor barrier - visqueen - 6mil 3.96 SF 0.00 0.29 0.13 0.24 1.52 53. Snaplock Laminate - simulated 3.96 SF 0.00 5.70 2.64 4.52 29.73 wood flooring 54. Baseboard - 2 1/4" 6.33 LF 0.00 2.71 0.73 3.58 21.46 55. Mask and prep for paint - tape only 6.33 LF 0.00 0.62 0.03 0.78 4.73 (per LF) 56. Seal & paint baseboard - two coats 6.33 LF 0.00 1.49 0.07 1.90 11.40 Totals: Hall Closet 3.60 11.02 68.84 Hallway L CI 4 Ha ]wa = 12' 6,� II � � � �� i2' 6" I - 1' 11 2' 3' N 11 Cl- S went 2W 'ri Door Door Door Door Missing Wall Door DESCRIPTION 179.33 SF Walls 226.04 SF Walls & Ceiling 5.19 SY Flooring 32.83 LF Ceil. Perimeter Height: 8' 46.71 SF Ceiling 46.71 SF Floor 20.33 LF Floor Perimeter 2' 6" X 6' 8" Opens into MASTER BEDRO 2' 6" X 6' 8" Opens into HALL -CLOSET 2' 6" X 6' 8" Opens into BEDROOM-1 2' 6" X 6' 8" Opens into BEDROOM-2 31211 X 8' Opens into LIVING ROOM 2' 6" X 6' 8" Opens into HALL -BATH QTY RESET REMOVE REPLACE TAX O&P TOTAL NIKIVILLE_0049G&C 2/27/2023 Page:6 - NWA Restore - It, Inc. �� NWA 13525 W HWY 102 Yrww.nwarestorer.c m Centerton, AR 72719 Office: (479) 795-1300 Fax: (479) 795-1156 Tax ID: 72-1532198 CONTINUED - Hallway DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 57. Vapor barrier - visqueen - 6mil 46.71 SF 0.00 0.29 1.58 2.72 17.85 58. Snaplock Laminate -simulated 46.71 SF 0.00 5.70 31.15 53.26 350.66 wood flooring 59. Baseboard - 2 1/4" 20.33 LF 0.00 2.71 2.34 11.48 68.91 60. Mask and prep for paint - tape only 20.33 LF 0.00 0.62 0.10 2.54 15.24 (per LF) 61. Seal & paint baseboard -two coats 20.33 LF 0.00 1.49 0.24 6.10 36.63 62. 1/2" - drywall per LF - up to T tall 20.33 LF 0.00 8.34 2.89 34.50 206.94 63. Paint the walls - two coats 179.33 SF 0.00 0.99 4.37 36.38 218.29 64. Casing - 2 1/4" 42.00 LF 0.00 2.27 5.90 20.24 121.48 65. Paint door/window trim & jamb - 2 4.00 EA 0.00 31.56 1.95 25.64 153.83 coats (per side) 66. Cold air return cover - Detach & 1.00 EA 0.00 18.56 0.00 3.72 22.28 reset 67. Paint door slab only - 2 coats (per 1.00 EA 0.00 37.78 0.81 7.72 46.31 side) Totals: Hallway 51.33 204.30 1,258.42 ~ .. Bedroom 2 Height: 8' r10' 2" 1 let 278.44 SF Walls 102.51 SF Ceiling c Bedroom .. 1 380.96 SF Walls & Ceiling 102.51 SF Floor 11.39 SY Flooring 33.67 LF Floor Perimeter 40.50 LF Ceil. Perimeter 4" Hallway Door 4' 4" X 6' 8" Opens into CLOSET-2 Door 2' 6" X 6' 8" Opens into HALLWAY DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 68. Carpet 187.17 SF 0.00 3.68 80.59 137.76 907.14 69. Carpet pad 102.51 SF 0.00 0.64 7.68 13.12 86.41 70. Remove Carpet 58.51 SF 0.29 0.00 0.00 3.40 20.37 71. Remove Carpet pad 58.51 SF 0.12 0.00 0.00 1.40 8.42 72. Paint door/window trim & jamb - 2 1.00 EA 0.00 31.56 0.49 6.42 38.47 coats (per side) 73. Baseboard - 2 1/4" 22.67 LF 0.00 2.71 2.61 12.80 76.85 NIKIVILLE_0049G&C 2/27/2023 Page:7 - NWA Restore - It, Inc. �� NWA 13525 W HWY 102 trww.nwarestorer.c m Centerton, AR 72719 Office: (479) 795-1300 Fax: (479) 795-1156 Tax ID: 72-1532198 CONTINUED - Bedroom 2 DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 74. Mask and prep for paint - tape only 33.67 LF 0.00 0.62 0.16 4.22 25.26 (per LF) 75. Seal & paint baseboard - two coats 33.67 LF 0.00 1.49 0.39 10.12 60.68 76. Paint the walls - two coats 278.44 SF 0.00 0.99 6.79 56.50 338.95 77. Window blind - horizontal or 1.00 EA 0.00 33.07 0.00 6.62 39.69 vertical - Detach & reset Totals: Bedroom 2 98.71 252.36 1,602.24 ~2' 4" Closet 2 Height: 8' 111.11 SF Walls 13.50 SF Ceiling 124.61 SF Walls & Ceiling 13.50 SF Floor case 1.50 SY Flooring 13.17 LF Floor Perimeter _ 17.50 LF Ceil. Perimeter Door 4' 4" X 6' 8" Opens into BEDROOM-2 DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 78. Carpet 15.53 SF 0.00 3.68 6.68 11.44 75.27 79. R&R Carpet pad 13.50 SF 0.12 0.64 1.01 2.04 13.31 80. Remove Carpet 13.50 SF 0.29 0.00 0.00 0.78 4.70 Totals: Closet 2 7.69 14.26 93.28 Hallway Hall Bath Height: 8' 1-3' 3" --�-2' 6" --+-2' 3" T 3' I" I'll 95.83 SF Walls 37.50 SF Ceiling hower(B2 vmity I 133.33 SF Walls & Ceiling 15.42 SF Floor all Bath c"a I set 1.71 SY Flooring 3.67 LF Floor Perimeter T 6„ I 25.00 LF Ceil. Perimeter rs" rs I I 1 Door 2' 6" X 6' 8" Opens into HALLWAY DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 81. Baseboard - 2 1/4" 3.67 LF 0.00 2.71 0.42 2.08 12.45 82. Mask and prep for paint - tape only 3.67 LF 0.00 0.62 0.02 0.46 2.76 (per LF) NIKIVILLE_0049G&C 2/27/2023 Page:8 - NWA Restore - It, Inc. NWA 13525 W HWY 102 Www."we.estoe;F.� m Centerton, AR 72719 Office: (479) 795-1300 Fax: (479) 795-1156 Tax ID: 72-1532198 CONTINUED - Hall Bath DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 83. Seal & paint baseboard - two coats 3.67 LF 0.00 1.49 0.04 1.10 6.61 84. 1/2" - drywall per LF - up to 2' tall 3.67 LF 0.00 8.34 0.52 6.22 37.35 85. Paint the walls - two coats 95.83 SF 0.00 0.99 2.34 19.44 116.65 86. Toilet - Detach & reset 1.00 EA 0.00 256.53 0.81 51.46 308.80 87. R&R Toe kick - pre -finished wood 5.00 LF 2.02 8.45 2.08 10.90 65.33 - 1/2" 88. Stain & finish toe -kick 5.00 LF 0.00 1.58 0.11 1.60 9.61 89. Casing - 2 1/4" 14.00 LF 0.00 2.27 1.97 6.76 40.51 90. Paint door/window trim & jamb - 2 1.00 EA 0.00 31.56 0.49 6.42 38.47 coats (per side) 91. Interior door unit 1.00 EA 0.00 299.41 24.55 64.80 388.76 92. Paint door slab only - 2 coats (per 1.00 EA 0.00 37.78 0.81 7.72 46.31 side) Totals: Hall Bath 34.16 178.96 1,073.61 Living Room Door Missing Wall Missing Wall - Goes to Floor DESCRIPTION 93. Remove Snaplock Laminate - simulated wood flooring 94. Vapor barrier - 15# felt 95. Vapor barrier - visqueen - 6mil 96. Snaplock Laminate - simulated wood flooring 97. Baseboard - 2 1/4" 98. Baseboard - Detach & reset 99. Mask and prep for paint - tape only (per LF) NIKIVILLE_0049G&C 476.25 SF Walls 763.99 SF Walls & Ceiling 29.34 SY Flooring 70.26 LF Ceil. Perimeter Height: Peaked 287.74 SF Ceiling 264.09 SF Floor 53.17 LF Floor Perimeter 2' 6" X 6' 8" Opens into Exterior 31211 X 8' Opens into HALLWAY 4' 10" X 6' 8" Opens into KITCHEN2 QTY RESET REMOVE REPLACE TAX O&P TOTAL 196.09 SF 1.26 0.00 0.00 49.42 296.49 196.09 SF 0.00 0.27 6.19 10.58 69.71 264.09 SF 0.00 0.29 8.96 15.32 100.87 264.09 SF 0.00 5.70 176.12 301.06 1,982.49 43.17 LF 0.00 2.71 4.97 24.40 146.36 10.00 LF 0.00 2.24 0.02 4.48 26.90 53.17 LF 0.00 0.62 0.26 6.66 39.89 2/27/2023 Page:9 - NWA Restore - It, Inc. �� NWA 13525 W HWY 102 Www."we.estoe;F.� m Centerton, AR 72719 Office: (479) 795-1300 Fax: (479) 795-1156 Tax ID:72-1532198 CONTINUED - Living Room DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 100. Seal & paint baseboard -two 53.17 LF 0.00 1.49 0.62 15.96 95.80 coats 101. Batt insulation - 4" - R13 - paper / 20.00 SF 0.00 1.01 1.48 4.34 26.02 foil faced 102. 1/2" - drywall per LF - up to 2' 35.17 LF 0.00 8.34 5.01 59.66 357.99 tall 103. Paint the walls - two coats 476.25 SF 0.00 0.99 11.61 96.62 579.72 104. Window blind - horizontal or 2.00 EA 0.00 33.07 0.00 13.22 79.36 vertical - Detach & reset Totals: Living Room 215.24 601.72 3,801.60 2' 6" Pantry Height: 8' T I 57.89 SF Walls 4.88 SF Ceiling 62.76 SF Walls & Ceiling 4.88 SF Floor anhycn N N 0.54 SY Flooring 6.92 LF Floor Perimeter 1 8.83 LF Ceil. Perimeter F--2' 6" Door 1' 11" X 6' 8" Opens into KITCHEN2 DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 105. Paint door/window trim & jamb - 1.00 EA 0.00 31.56 0.49 6.42 38.47 2 coats (per side) 106. Vapor barrier - visqueen - 6mil 4.88 SF 0.00 0.29 0.17 0.28 1.87 107. Snaplock Laminate - simulated 4.88 SF 0.00 5.70 3.25 5.56 36.63 wood flooring 108. Baseboard - 2 1/4" 6.92 LF 0.00 2.71 0.80 3.92 23.47 109. Mask and prep for paint - tape 6.92 LF 0.00 0.62 0.03 0.86 5.18 only (per LF) 110. Seal & paint baseboard - two 6.92 LF 0.00 1.49 0.08 2.08 12.47 coats Totals: Pantry 4.82 19.12 118.09 NIKIVILLE_0049G&C 2/27/2023 Page:10 - NWA Restore - It, Inc. NWA 13525 W HWY 102 Www."we.estoe;F.� m Centerton, AR 72719 Office: (479) 795-1300 Fax: (479) 795-1156 Tax ID:72-1532198 -�-`"rCab is (M) �_ z W o, Kitchen 13' 6" 1 13' 6" 1 Door Door Missing Wall - Goes to Floor Door DESCRIPTION Kitchen Height: 8' 383.78 SF Walls 219.33 SF Ceiling 603.11 SF Walls & Ceiling 188.71 SF Floor 20.97 SY Flooring 35.42 LF Floor Perimeter 65.83 LF Ceil. Perimeter 2' 6" X 6' 8" Opens into Exterior 1' 11" X 6' 8" Opens into PANTRY 4' 10" X 6' 8" Opens into LIVING ROOM 4' 10" X 61811 Opens into Exterior QTY RESET REMOVE REPLACE TAX O&P TOTAL 111. Vapor barrier - visqueen - 6mil 188.71 SF 0.00 0.29 6.41 10.94 72.08 112. Snaplock Laminate -simulated 188.71 SF 0.00 5.70 125.86 215.14 1,416.65 wood flooring 113. Baseboard - 2 1/4" 35.42 LF 0.00 2.71 4.08 20.02 120.09 114. Mask and prep for paint - tape 35.42 LF 0.00 0.62 0.17 4.44 26.57 only (per LF) 115. Seal & paint baseboard -two 35.42 LF 0.00 1.49 0.41 10.64 63.83 coats 116. 1/2" - drywall per LF - up to 2' 15.00 LF 0.00 8.34 2.14 25.44 152.68 tall 117. Paint the walls - two coats 383.78 SF 0.00 0.99 9.36 77.86 467.16 118. Refrigerator - Remove & reset 1.00 EA 0.00 50.54 0.00 10.10 60.64 119. Casing - 2 1/4" 31.00 LF 0.00 2.27 4.35 14.96 89.68 120. Paint door/window trim & jamb - 2.00 EA 0.00 31.56 0.98 12.82 76.92 2 coats (per side) 121. R&R Toe kick - pre -finished 14.00 LF 2.02 8.45 5.83 30.48 182.89 wood - 1/2" 122. Window blind - horizontal or 1.00 EA 0.00 33.07 0.00 6.62 39.69 vertical - Detach & reset 123. Range - electric - Remove & reset 1.00 EA 0.00 37.90 0.00 7.58 45.48 124. Range hood - Detach & reset 1.00 EA 0.00 66.58 0.00 13.32 79.90 125. Dishwasher - Detach & reset 1.00 EA 0.00 244.91 0.00 48.98 293.89 126. R&R Custom cabinets - base 15.67 LF 8.05 392.36 545.45 1,363.98 8,183.85 units 127. R&R Custom cabinets - wall 13.67 LF 8.05 260.42 299.98 793.98 4,763.94 units 128. Stains and finish cabinets 1.00 EA 0.00 5,200.00 207.87 1,081.58 6,489.45 129. Detach & Reset Countertop - 35.34 SF 27.17 0.00 0.00 0.24 192.08 1,152.51 solid surface NIKIVILLE_0049G&C 2/27/2023 Page: II - NWA Restore - It, Inc. �M uNk NWA 13525 W HWY 102 Www."we.estoe;F.� m Centerton, AR 72719 Office: (479) 795-1300 Fax: (479) 795-1156 Tax ID:72-1532198 CONTINUED - Kitchen DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL Totals: Kitchen 1,213.13 3,940.96 23,777.90 Total: Interior 2,152.21 6,669.32 40,894.50 Pack -out DESCRIPTION Contents QTY RESET REMOVE REPLACE TAX O&P TOTAL 130. Content Manipulation charge - 64.00 HR 0.00 per hour 4 technicians for I6hrs to pack out 131. Contents Evaluation and/or 8.00 HR 0.00 Supervisor/Admin - per hour Working supervisor on site, communication with customer and administrative tasks. 132. Provide stretch film/wrap 2.00 RL 0.00 133. Provide furniture heavyweight 40.00 EA 0.00 blanket/pad 134. Provide box, packing paper & 30.00 EA 0.00 tape - large size 135. Provide wardrobe box & tape - 6.00 EA 0.00 large size 136. Provide plastic mattress cover & 4.00 EA 0.00 packing tape - King size 137. Bubble Wrap 12" wide - Add -on 125.00 LF 0.00 cost for fragile items 138. Job -site cargo container - pick 2.00 EA 0.00 up/del. (each way) 16'40' 1 container, pick up and delivery 47.11 0.00 603.00 3,618.04 62.02 0.00 99.24 595.40 37.06 7.23 16.26 97.61 23.77 66.22 203.40 1,220.42 6.76 14.13 43.38 260.31 37.30 15.58 47.88 287.26 12.82 3.57 10.98 65.83 0.13 1.58 3.58 21.41 139.16 27.14 61.08 366.54 139. Job -site cargo/storage container - 2.00 MO 0.00 300.00 58.50 131.70 790.20 40' long - per month 1 container rental for 2 months. Actual time stored will be calculated. 140. Padlock/disc lock 1.00 EA 0.00 69.37 6.76 15.24 91.37 Totals: Pack -out Pack -in 200.71 1,235.74 7,414.39 DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL NIKIVILLE_0049G&C 2/27/2023 Page:12 - NWA Restore - It, Inc. NWA 13525 W HWY 102 Www.�we.estoe;F.� m Centerton, AR 72719 Office: (479) 795-1300 Fax: (479) 795-1156 Tax ID: 72-1532198 CONTINUED - Pack -in DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 141. Content Manipulation charge - 72.00 HR 0.00 47.11 0.00 678.38 4,070.30 per hour 4 technicians for 18hrs to pack in, additional time needed due to new building materials Totals: Pack -in 0.00 678.38 4,070.30 Total: Contents 200.71 1,914.12 11,484.69 Labor Minimums Applied DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 142. Insulation labor minimum 1.00 EA 0.00 128.31 0.00 25.66 153.97 143. Electrical labor minimum 1.00 EA 0.00 112.85 0.00 22.58 135.43 Totals: Labor Minimums Applied 0.00 48.24 289.40 Line Item Totals: NIKIVILLE 0049G&C Grand Total Areas: 3,073.58 SF Walls 1,160.18 SF Floor 0.00 SF Long Wall 1,160.18 Floor Area 1,685.41 Exterior Wall Area 0.00 Surface Area 0.00 Total Ridge Length 1,243.68 SF Ceiling 128.91 SY Flooring 0.00 SF Short Wall 1,343.23 Total Area 193.50 Exterior Perimeter of Walls 0.00 Number of Squares 0.00 Total Hip Length 2,352.92 8,631.68 52,668.59 4,317.27 SF Walls and Ceiling 342.83 LF Floor Perimeter 480.42 LF Ceil. Perimeter 3,073.58 Interior Wall Area 0.00 Total Perimeter Length NIKIVILLE_0049G&C 2/27/2023 Page:13 NWA yvww. nwarestoreiF.com NWA Restore - It, Inc. 13525 W HWY 102 Centerton, AR 72719 Office: (479) 795-1300 Fax: (479) 795-1156 Tax ID:72-1532198 Summary Line Item Total 41,683.99 Material Sales Tax 1,387.64 Storage Rental Tax 85.64 Subtotal 43,157.27 Overhead 4,315.84 Profit 4,315.84 Service Sales Tax 879.64 Replacement Cost Value $52,668.59 Net Claim $52,668.59 NIKIVILLE_0049G&C 2/27/2023 Page:14 Interior 20' Interior NIKIVILLE_0049G&C 2/27/2023 Page:15 ►i CITY OF FAYETTEVILLE ARKANSAS To Fayetteville Waterworks Customers: Due to the historical strain of summer irrigation demands in the eastern portions of the City of Fayetteville's Water System, an impending shortage of water exists. By the authority of the City of Fayetteville Code of Ordinances Title V, Chapter 51.001— Water Shortages (attached), I do hereby prohibit the use and withdrawal of water by any person as specified herein: ■ The geographical area impacted by this prohibition is east of Highway-265, generally following the Highway-45 corridor and is shown in the attached exhibit. If you are receiving this letter, your meter is subject to this prohibition. Limits on the use and withdrawal of water for the following purposes shall be in effect from June V, 2023 through September 15`h, 2023: Watering Yards and Other Vegetation. Yard and landscaping irrigation shall be limited to the following schedule: ■ Even House Address Numbers may irrigate between the hours of 11:00 pm and 3:00 am on Monday, Wednesday, Friday, and Sunday ■ Odd House Address Numbers may irrigate between the hours of 11:00 pm and 3:00 am on Tuesday, Thursday, Saturday, and Sunday. ■ Per this ordinance, non-compliance may result in discontinuance of service (meter locked 'off') until compliance can be established and ensured. ■ Voluntary water conservation efforts are encouraged. Information about conservation and the City of Fayetteville's recent and upcoming Capital Improvement Projects in this area are attached as a "Fact Sheet." Respectfully, Tim Nyander Utilities Director City of Fayetteville, AR Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 CODE OF ORDINANCES CITY OF FAYETTEVILLE, ARKANSAS TITLE V - PUBLIC WORKS CHAPTER 51: - WATER AND SEWERS ARTICLE I - WATER USAGE REGULATIONS 51.001 Water Shortages (A) Definitions. For the purpose of this section the following definitions shall apply unless the context clearly indicates or requires a different meaning. Person. Any person, firm, partnership, association, corporation, company, or organization of any kind. Water. Water from the city water supply system. (B) The provisions of this section shall apply to all persons using water both in and outside the city. (C) The Mayor, or his/her duly authorized representative, is hereby authorized to prohibit the use and withdrawal of water by any person when there is an impending shortage of water for any one or more of the following purposes: (1) Watering Yards. The sprinkling, watering, or irrigation of lawns, grass, or ground cover. (2) Watering Other Vegetation. The sprinkling, watering, or irrigation of shrubbery, trees, plants, vines, gardens, vegetables, flowers, or any other vegetation. (3) Washing Mobile Equipment. The washing of automobiles, trucks, trailers, trailer -houses, railroad cars, or other types of mobile equipment. (4) Cleaning Outdoor Surfaces. The washing of sidewalks, driveways, filling station aprons, porches, and other outdoor surfaces. (5) Cleaning Buildings. The washing of the outside of dwellings; the washing of the inside and outside of office buildings. (6) Ornamental Fountains. The operation of any ornamental fountain or other structure making a similar use of water. (7) Swimming Pools. Swimming and wading pools not employing a filter and recirculating system. (D) Notice of prohibitions shall be published once in a newspaper of general circulation in the city. (E) The County Sanitarian shall have the authority to permit a reasonable use of water in any case necessary to maintain adequate health and sanitation standards. (F) The Water and Wastewater Director shall have available and furnish all records necessary to determine the usages of water restricted under the terms of this section. (G) Every police officer of the city shall, in connection with his duties imposed by law, diligently enforce the provisions of this section. (H) The Mayor or his/her duly authorized representative shall have the authority to enforce the provisions of this section by the discontinuance of water service in event of violation hereof. (Code 1965, §§21-1.1-21-1.8; Ord. No. 1757, 8-17-70; Code 1991, §51.001) (Supp. No. 27) Created: 2022-12-12 10:36:33 [EST] Page 1 of 1 CDru LO 5 RELQVRQ $ YH + Z \ or I / *X,rl nHLU 5G 1 1 1 1 I 00 � J 1 + �11 APDQSG X 11 C. :DWHU6HUYLFH$UHD _1 :DWHU3URKLELWLRQ$UHD 0 'RVKHQ 0 6SULQJGDOH 0 )D\HWWHYLOOH +LJKZD\ ODMRU6WUHHW 6WUHHW OLOHV l i i i l +Z\ ` Outdoor Water Conservation Tips • Water only when needed. Look at the grass, feel the soil, or use a soil moisture meter to determine when to water. • Do not over -water. Water needs vary greatly by season, grass species and amount of shade. • Water lawns early in the morning during the hotter summer months to avoid evaporation. • Set automatic sprinkler systems to provide thorough but infrequent watering. Pressure - regulating devices should be set to design specifications. Rain shut-off devices can prevent watering in the rain. • Use drip -irrigation systems for bedded plants, trees and shrubs. • Forget about watering the streets, sidewalks or driveways. They will never grow a thing. Indoor Water Conservation Tips • Take short showers or turn the water off while washing and back on again to rinse. • Take a shower versus a bath. Reduce the level of the water being used in a bathtub by one or two inches if a shower is not available. • Test toilets for leaks. Add a few drops of food coloring or a dye tablet to the water in the tank, but do not flush the toilet. Watch to see if the coloring appears in the bowl with a few minutes. If it does, the toilet has a silent leak that needs to be repaired. • Do not use hot water when cold will do. • When brushing teeth, turn the water off until it is time to rinse. • Do not let the water run when washing hands. Water should be turned off while washing and scrubbing and be turned on again to rinse. • When shaving, fill the sink with hot water instead of letting the water run continuously. • Install faucet aerators to reduce water consumption. • Install a low -flow shower head that limits the flow from the shower to less than 3 gallons per minute. • Scrape the dishes clean instead of rinsing them before washing. There is no need to rinse unless they are heavily soiled. • Never run the dishwasher without a full load. This practice will save water, energy, detergent and money. • Use the garbage disposal sparingly or start a compost pile. • Use a small pan of cold water when cleaning vegetables rather than letting the water run over them. • Wash only a full load when using an automatic washing machine (32-59 gallons are required per load). • Whenever possible, use the lowest water -level setting for light or partial loads. • Use cold water as often as possible. • Check for hidden water leakage such as a leak between the water meter and the house. To check, turn off all indoor and outdoor faucets and water -using appliances. The water meter should be read at 10- to 20-minute intervals. If it continues to run or turn, a leak probably exists and needs to bae located and repaired. City of Fayetteville Monthly Report for March 2023 Prepared by: -jaco s April 24, 2023 CITY OF r FAYETTEVILLE ARKANS ARKAHSAS • 41Ar r L R Fayetteville Monthly Report for March 2023 Table of Contents 1. Executive Summary ....................................................................................................................................3 1.1 Fayetteville Team...................................................................................................................................................... 3 1.2 Special Projects..........................................................................................................................................................4 1.3 Compliance..................................................................................................................................................................4 1.4 Financials......................................................................................................................................................................5 Table1.1: Year to Date Budget............................................................................................................................................ 5 2. Plant Operations.........................................................................................................................................6 2.1 Process Control........................................................................................................................................................... 6 3. Laboratory ....................................................................................................................................................7 3.1 Bio Aquatic Analysis (WET and TRE).................................................................................................................. 7 3.2 Biosolids and Soil Analyses.................................................................................................................................... 7 3.3 Laboratory Performance......................................................................................................................................... 7 4. Biosolids Management Site.....................................................................................................................8 4.1 Biosolids Operations.................................................................................................................................................8 4.2 Water Treatment Residuals.................................................................................................................................... 8 4.3 Dryer Installation Project........................................................................................................................................8 4.4 Fertilizer Product........................................................................................................................................................9 4.5 Compliance.................................................................................................................................................................. 9 4.6 Revenue.........................................................................................................................................................................9 Table 4-1: Revenue generated from the BMS.............................................................................................................. 9 5. Maintenance.............................................................................................................................................10 5.1 West Side.................................................................................................................................................................... 10 5.2 Noland.........................................................................................................................................................................10 5.3 Lift Stations............................................................................................................................................................... 12 5.4 Key Performance Indicators/Measures.......................................................................................................... 13 Figure 5-1: Labor Hours by Work Order Type............................................................................................................ 13 Figure 5-2: Work Order Count by Type......................................................................................................................... 14 5.5 Capital Improvement Projects(CIP)................................................................................................................ 14 6. SCADA (Supervisory Control and Data Acquisition).......................................................................15 6.1 Water Sites................................................................................................................................................................. 15 6.2 Noland.........................................................................................................................................................................15 7. Industrial Pretreatment.........................................................................................................................16 Table 7-1: Industrial Pretreatment Program (IPP) Revenue Summary ......................................................... 17 8. Woolsey Wet Prairie................................................................................................................................18 9. Sustainability, Stewardship & Community Involvement...............................................................19 10. Health & Safety........................................................................................................................................21 Jacobs - Fayetteville Fayetteville Monthly Report for March 2023 Appendices Appendix A: Noland Effluent & Influent Report............................................................................................22 Appendix B: West Side Effluent & Influent Report........................................................................................23 Appendix C: Jacobs Employee Vacancy and Project Status Report..........................................................24 Jacobs - Fayetteville Fayetteville Monthly Report for March 2023 1. Executive Summary 1.1 Fayetteville Team During the month, the Fayetteville team consisted of 48 members of which 97.5% full-time employees (FTE's) are dedicated to the Fayetteville Projects and 2.5% are assisting with other Projects. During the month, there were three open positions. The 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 C. A. Team Award The City of Fayetteville's Environmental Action Committee (EAC) informed us that we were selected as a 2023 Mayor's Environmental Stewardship Award winner in the Business category. The EAC was very impressed and noted our strategic planning related to the City's biosolids dryer and disposal issues. The EAC also stated that our community outreach and engagement around sustainability and environmental stewardship issues set a great example for others. The awards will be presented by the Mayor at the City's Earth Day Celebration, April 22. B. Staff Awards Jacobs Operations Management and Facilities Services (OMFS) Group presents Annual Teamwork Awards. The OMFS's Projects and people continue to rise above and excel for the communities and crafts. Our 2022 OMFS Teamwork Award winners are: Laboratory SECOND: Matthew Benton and Walter Chodor, Fayetteville, Arkansas Pretreatment Professional FIRST: Johnson Byrd, Fayetteville, Arkansas On February 27, the team winnersjoined in a celebration lunch which was hosted by Greg Weeks, Regional Manager and Jan Guy, Project Manager. From left to right, John Byrd, Matt Benton, and Walter Chodor Fayetteville Monthly Report for March 2023 1.2 Special Projects 1.2.1 Dryer Installation Project The onsite team continued to conduct internal bi-weekly meetings during March to document and provide project status updates. To assist with project coordination, the onsite team participated in weekly meetings with the City and the Dryer Vendor. The Dryer Installation Project is scheduled to conclude on April 20 as we begin the commissioning and operational phases. Most of the labor hours previously dedicated to the dryer operations were utilized for the dryer installation project along with onsite SCADA and Electrical Technicians. The labor support increased during March, a total of 815 labor hours were recorded by site staff and regional support to the dryer installation project. Additional details for the dryer installation project are provided in Section 4.5 of this report. 1.2.2 Noland Master Plan Garver Engineering was awarded the contract to develop the Noland Wastewater Master Plan. The staff continues to assist Garver with the development of the Master Plan. On March 7, the Garver Engineering Group met with the site's operational group at the Noland facility. The agenda for the meeting included discussing the site's flow measurement locations, inspecting the recently drained digester tanks, and reinspecting the cracks in the Biological Nutrient Removal. On March 13-15, the Garver Survey Team were assisted by staff with various safety gear equipment and a manlift so they could safely perform the site survey. 1.3 Compliance 1.3.1 Noland The Noland facility met all discharge permit parameter limits throughout March. There were two unpermitted discharges that occurred at the facility during March. On March 2 through March 3, the Fayetteville area experienced over 3 inches of rainfall within approximately 15-hour period, which significantly increased the collection system inflow to the facility. On March 3, an unpermitted discharge of untreated process water was reported. The release occurred late Thursday through Friday morning. March 20, the release of reuse water (W3) occurred late Monday night, when the fitting of a 2-inch water hose disconnected and sprayed water onto a nearby gravel area. The water was being used to fill the East Aeration Basin. The discharge was quickly stopped by closing the hydrant valve and the hose re -secured to the basin's rim to prevent another accidental release. No W3 water escaped the plant grounds. 1.3.2 West Side The West Side facility met all discharge permit parameter limits throughout March. There was a Lift Station Sanitary Sewer Overflow (SSO) reported: On March 3, a manhole overflowed upstream of Lift Station 5, Gregg Avenue. Due to the heavy rainfall (over 3 inches) the collection system inflow flow rate increased substantially. The station had two pumps out for repairs and the two operational pumps were not able to handle the Fayetteville Monthly Report for March 2023 additional flow. The overflow ceased in the afternoon, following a decrease in the collection system inflow. Additional pump maintenance details are provided in Section S.3 of this report. 1.4 Financials The month ended with a positive year to date financial variance. The non -labor expenses were under budget and the Labor expenses were slightly over budget which reflects this month's five -week period and reduction from four -staff vacancies to only two -staff vacancies. The March (year-to-date) projected budget for the year is favorable by $84,797. Table 1.1: Year to Date Budget Budget Performance Month Labor Dollars Non -Labor Dollars Year -to -Date Dollars Jon 2023 -5 .11 51.91 ` -54.199 FeC 2023 -519.219 -5E.822 -524.040 r.1ar2023 sa.501 -585.253 -584.787 Apr 2023 [A ay 2023 Jun 2023 J u 12023 Aug 202?, Sep 2023 Oct2023 Now 2023 Dec 2023 r.iinimum -513.213 -535.283 -53--.757 rJaximum 53.E01 I 51.91E -5-.199 Fayetteville Monthly Report for March 2023 2. Plant Operations A total of 7.51 inches of rain was recorded with an average temperature of 50.2 degrees. The effluent quality and influent loadings data is presented in Appendices A and B. Note - The previous Appendix A effluent data report utilized the maximum monthly results for Fecal Coliform instead of the monthly Geo Mean. Appendix A has been amended to accurately report the previous monthly results. 2.1 Process Control 2.1.1 Noland During the month, the staff placed the second aeration basin online following the installation of new west basin anaerobic banana mixers. The additional basin is part of the seasonal operational procedures as we transition to the more restrictive April 1 permit parameter limitations. The facility treated 281.4 million gallons (MG) of influent water with an average daily flow rate of 9.08 million gallons/day (mgd). The peak flow was recorded on March 3, at 30.74 mgd. The Ozone Chiller 1 temperature sensors were damaged in February by wildlife activity and were replaced during March. If required, the Ozone Disinfection System is now able to disinfect at 600 pounds a day. 2.1.2 West Side The facility treated 412.8 million gallons (MG) of influent water. The peak flow was recorded on March 25, at 25.0 mgd. The average daily flow rate was 13.3 million gallons/day (mgd), which is over the designed 10.0 annual daily average flow. Additionally, the Total Suspended Solids (TSS) loading was 14,426 pounds, which is at 98.8 % of the facility design. Fayetteville Monthly Report for March 2023 3. Laboratory The Fayetteville Laboratory provides sampling and analysis for process control and regulatory compliance for both the Noland and West Side WRRF's, and the Biosolids Management Site (BMS), in addition to the samples collected for monitoring the Industrial Pretreatment Program (IPP). 3.1 Bio Aquatic Analysis (WET and TRE) Whole Effluent Toxicity (WET) samples were collected for the White River outfall at the Noland facility. Samples were sent to Cove Environmental in Stillwater, OK for analysis. White River passed WET testing for both species; Ceriodaphnia Dubia, water flea, for survival and reproduction and the Pimephales promelas, fathead minnow, for growth assessment, showing neither lethal nor sublethal effects, in the full dilution series outlined in the permit of 97%, 73%, 55%, 41 %, 31 %, and 0%. West Side Goose Creek samples were collected to complete a Toxicity Reduction Evaluation (TRE) Screening test as outlined in the TRE Plan. The test passed, showing no toxicity for survival or growth to the fathead minnow, Pimephales promelas. At the expiration of the Noland NPDES permit on December 31, 2022, the previous agreement for a reduction in WET testing also ceased. The White River outfall testing frequency reverted from twice per year to four events per year (quarterly) until the issuance of the new permit. The permit renewal application was submitted in June 2022 and the issuance of a new permit is pending. 3.2 Biosolids and Soil Analyses As required by Solid Waste 503 regulations, Noland and West Side belt filter press solid samples were analyzed for percent solids and metals (arsenic, cadmium, chromium, copper, lead, mercury, molybdenum, nickel, selenium, and zinc). All results were statistically within limits and exhibited no unusual trends. 3.3 Laboratory Performance During the month, Ryan Vedrode, Jacobs Compliance and Reporting Regional Laboratory Coordinator, conducted a Laboratory Audit (inspection of laboratory operations). The audit provided a favorable review with a few suggested improvements: such as using a UVC light dosage card to verify the intensity of the sterilization of fecal coliform pipets, applying a new method to determination of Method Detection Limits, and updating the chemical inventory list along with training documents to the Chemical Hygiene Plan. A response report was submitted to indicate the suggestions were implemented. The staff completed a semi-annual Performance Evaluation (PE) study, and the staff successfully passed all the testing parameters. Fayetteville Monthly Report for March 2023 4. Biosolids Management Site 4.1 Biosolids Operations During the month the WRRF's produced 2,397 wet tons of belt -filter -pressed biosolids. Due to the reduction of solar house capacity, approximately 91 tons of biosolids were sent directly to the landfill. The remaining 2,306 wet tons of biosolids were applied into the solar houses and partially dried. There were approximately 1,837 tons of partially dried biosolids sent to the landfill. This computes to 469 tons of water removed from the material before disposal. By partially drying biosolids before hauling to the landfill, it is estimated that $22,601 was saved in tipping fees. The total cost of tipping fees for the month was approximately $92,910. The BMS team welcomed two new operators, Christopher Cox and Chris Robinson. They are assisting with the dryer installation project, learning about the new dryer equipment and learning the BMS operational processes. The new team will transition to the night shift dryer operations upon startup. The site's Commercial Driver's License (CDL) drivers assisted the Operations and Maintenance departments with hauling the material from the Noland basin cleanout. On March 8, approximately 40 tons of biomass mixed with grit screenings was hauled to the landfill. 4.2 Water Treatment Residuals The Water Treatment Residuals (WTR) application was impacted due to wet field conditions. The application zones must be without standing water for application to proceed. The site received a total of 700 tons, or 35 dump truck loads, which generated approximately $22,637 in revenue. 4.3 Dryer Installation Project The BMS team completed the staging of discharge augers 2 and 3. Two solar house ceiling fans were relocated for air exchange and electrical connections have been made. Duct work for the burner and blower systems were installed. Elevator 2, which feeds the new dryer, was repositioned to discharge material directly into the dryer's sifter. Lastly, all staged equipment was fastened and mounted into final position. Fayetteville Monthly Report for March 2023 4.4 Fertilizer Product On March 1, the staff coordinated the semi-annual fertilizer reservation event. The demand for the site's fertilizer is in high demand. The event generated 45 customers requesting approximately 4,100 tons. 4.5 Compliance During the month, the permit required soil samples were collected from Field Areas 1, 2, 3, 4, 5, and 6 and sent to GTS for the following annual analyses: pH, electrical conductivity, cation -exchange capacity, % total solids, sodium absorption ratio (SAR), nitrate nitrogen, phosphorus, and metals (cadmium, copper, lead, nickel, zinc, potassium, arsenic, mercury, molybdenum, selenium, aluminum, and iron). The SAR data is a measure of the ability of the soil to allow proper water drainage and root growth. A SAR below 13 indicates a well aerated soil. Results were all statistically within range and exhibited no unusual trends. 4.6 Revenue Product Hay Fertilizer Water Treatment Residuals Table 4-1: Revenue generated from the BMS Tons Sold/Received C C 700 Revenue Generated $0 $0 $22,637 Fayetteville Monthly Report for March 2023 5. Maintenance 5.1 West Side The site's motor control center (MCC) new heating, ventilation, and air conditioning (HVAC) units were placed into service during the month, just in time for the warmer weather. The old units were outdated and required an upgrade to more environmentally acceptable refrigerants. West Side MCC rooms receive new AC units 5.2 Noland In early March, the staff completed the Noland West Biological Basin cleaning. The staff utilized a crane and a skidsteer (which was lowered into the basin) to remove the biosolids and grit sediment. The maintenance, operation, and BMS staff worked together to remove approximately 40 wet tons (2.5 truckloads) of sediment and trash. Fayetteville Monthly Report for March 2023 r� j Noland West Bio Unit Sediment Removal Six new Anoxic Mixers were installed in the west biological unit. This was a two-year project that has proven to be a beneficial upgrade to both biological units by allowing more consistent mixing in the anoxic zones. There is a significant reduction in power consumption and labor due to hours spent maintaining the older equipment The previous 5-horsepower motor mixers were replaced with 1.5 horsepower mixers. This is a 42-horsepower reduction (12 mixers) for an approximate annual savings of $16,462. Noland Anoxic Mixers Fayetteville Monthly Report for March 2023 The Noland Scum Pump #2 was replaced with a new VogelsangO pump. The old pump was experiencing mechanical and electrical issues and was replaced with a new style Vogelsang pump. The new pump is designed with rotary blades which allows scum to pass through easier with less clogging. Noland Scum Pump 2 Replacement 5.3 Lift Stations Lift Station 22, Double Springs Road, Pump 1 was replaced with a rebuilt Myers° pump from Jack Tyler Engineering. This station has returned to normal operating status. The new pump will minimize the risk of overflows during the rainy season. Lift Station 5, Gregg Avenue, Pump #2 failed on Saturday, March 4th. The staff removed the pump and determined there was an electrical issue. They notified the pump repair vendor and discovered that one of the station's pumps (Pump #1) had just been rebuilt and was immediately available. The staff was able to remove the failed pump and place the newly rebuilt pump into service. This station typically has four pumps but currently only two are operational. There was a pump failure in mid -February which staff were trying to get the repairs covered under warranty. The vendor evaluation stated the failure was not due to recent repairs and are holding the pump pending payment of the initial repairs. which sent to the vendor The staff is working to expedite the rebuild for recently failed pump but there is a lead time of 6-8 weeks (about 2 months) for parts and then approximately 10-weeks for the repair. Lift Station 5 will be closely monitored in the interim. Fayetteville Monthly Report for March 2023 5.4 Key Performance Indicators/Measures ❑ 543.55, 0 7 Lift Station 5 Gregg Avenue Pump 2 Replacement Figure 5-1: Labor Hours by Work Order Type He ❑ administrative ❑ corrective maintenance emergency ❑ corrective maintenance non emergency ❑ corrective maintenance from ❑ 15.00, 0 pm/pdm ❑ preventive maintenance ❑ project ❑ safety 13 Fayetteville Monthly Report for March 2023 Figure 5-2: Work Order Count by Type ❑ administrative ❑ corrective maintenance emergency ❑ corrective maintenance non emergency ❑ corrective maintenance from pm/pdm ❑ preventive maintenance ❑ project ❑ safety ❑ 1442, 88'. _ �o 3% 5.5 Capital Improvement Projects (CIP) The new HVAC system for the West Side MCC room was commissioned in late March. This project was approved by the City Council in 2022 as a scheduled capital improvement project. Gregg Avenue Lift Station, Pump 1 was reinstalled by the maintenance staff. The pump seized during a high flow event in 2022 and sent to Electric Motor Center for a hidden damage repair. Farmington Lift Station, Pump 3 was replaced with a new pump and an upgraded variable frequency drive. Gregg Avenue Lift Station Pump 2 failed, and the staff had Electric Motor Center complete a hidden damages inspection. There is a lead time of approximately 6-8 weeks. Noland Headworks W3 Strainer was installed, and staff also received approval to replace the second strainer during this year CIP. All six anoxic mixers were replaced on the west side of the Noland aeration basin. Noland Clarifier 1, Scum Pump 2 was replaced with a new pump. A quote was received to repair the blades and shafts on aerators no. 2 and no. 3 at Noland. Dunn Rite Millwright Services provided a quote to fabricate 180 replacement pins and bushings for band screen 103 at Noland. Fayetteville Monthly Report for March 2023 6. SCADA (Supervisory Control and Data Acquisition) 6.1 Water Sites Over the past couple of months, SCADA technicians coordinated with City personnel and contractors related to improvements on the Markham water tank, Township water tank, and the Benson water tank. SCADA equipment was removed and reinstalled for the recently completed rehabilitation of the Markham Hill tank. The Township and Benson tanks were more involved since these sites received new tanks requiring new controls, instrumentation, programing, communication, and modifications to VTScada®. All three sites have been transitioned to the new control systems. 6.2 Noland As improvements continue in the Noland headworks, SCADA technicians worked with operations and maintenance to improve equipment monitoring and control. Several asset monitoring communications were verified and improved along with additional graphics added. As the facilities age, control devices, instrumentation, and electronics are often the first devices to fail. Due to age related failure, the following controllers and monitoring instruments were replaced: chemical tank levels, secondary clarification turbidity, and biological units suspended solids. In years past, Hach devices were utilized, but a few of the replacements this month were YSI units. The maintenance and probe replacements on the YSI units are much more efficient than the Hach models. If the YSI devices continue to function satisfactorily, the Hach units will be replaced with YSI, as needed. Obsolete Motor Control Centers (MCCs) are in the design phase and will be replaced with modern equipment. The staff worked with the engineering firm Allgeier, Martin and Associates, Inc. and provided a draft design review and then provided feedback of the electrical input and output wiring diagrams which are necessary for interaction with programmable logic controllers (PLCs). Fayetteville Monthly Report for March 2023 7. Industrial Pretreatment The quarterly, 40 CFR 122 Appendix D Table III, samples were collected at both facilities for the analysis of cyanide, phenolics, and metals (antimony, arsenic, beryllium, cadmium, chromium, copper, lead, low level mercury, nickel, selenium, silver, thallium, and zinc). Table III analyses are required for NPDES permitted facilities that maintain an Industrial Pretreatment Program. Samples were collected from the Noland influent, White River effluent, West Side influent, and Goose Creek effluent and sent to Geotechnical and Testing Services, Inc. (GTS) for analysis. Data results were statistically within scope and exhibit no unusual trends. The results are reported annually to ADEQ by the Industrial Pretreatment department. Arsenic results are reported quarterly to ADEQ as required by the newest Noland permit. During March, the Walmart Optical Lab was issued a Notice of Violation (NOV) for unauthorized discharge of a propylene glycol/water solution used in a lens shaving machine. The documented procedure was not followed resulting in the discharge and Walmart Optical lab submitted a rectifying response to the NOV in the required time frame addressing the inadequacies and a correction plan. An NOV was issued to Wolfspeed regarding a late submittal (>5 days) of their permit -required 90-day compliance report. A written corrective response was submitted within the required 5 business days, this report has since been received and no further action is necessary. A notice of violation (NOV) was issued to EPC in response to the absence of notification given for a non - routine batch discharge of Hysol AMD, an industrial grade epoxy adhesive used in the bonding of dissimilar surfaces. There were no adverse environmental impacts observed, and none expected given the specific substance and volume. The required 5-day response contained corrective actions and no further action is necessary. Elkhart Products Corporation (EPC) is being reviewed for an elevated BOD result in February. The data resulted in a surcharge fee issued to EPC. BOD and TSS will be sampled quarterly beginning in the 2nd quarter during the routine sampling for three other surcharged industries. Due to an elevated cyanide result, EPC will also be sampling for cyanide semi-annually for one year after the industrial permit is renewed. The University of Arkansas sent a process certification statement notification that a new lab will be starting in the Electrical and Electronic Components category. The lab will be performing semiconductor crystal growth using chemical vapor deposition with an associated wet bench procedure that will discharge diluted acids into a neutralization tank. The determination of an industrial user permit is pending. Industrial permit renewal notices were sent to five industries whose permits expire later this year. The renewal notice requires the receipt of a permit renewal application submitted 90 days before the permit expires. The affected industries include Custom Powder Coating (metal finisher), Marshalltown Tools (metal finisher), Hiland Dairy (SIU), ConAgra (SIU) and Ecotech Consumer Products (plastic molding and forming). The monthly surcharge and waste hauler reports were completed and sent to the city for billing. The IPP Revenue information is presented in Table 7-1. Fayetteville Monthly Report for March 2023 Table 7-1: Industrial Pretreatment Program (IPP) Revenue Summary Revenue 1 $76,894.26 1 Surcharges on February data $2,050.00 I Fees from hauled waste accepted in March $0.00 1 Other fees paid in March $0.00 I Fines assessed in March Zero violations for all industrial users I Violations on February data Fayetteville Monthly Report for March 2023 8. Woolsey Wet Prairie March's abundance of precipitation demonstrated the functionality and value of West Side's Entrance Bioswale area as the pervious weirs slowed down hundreds of gallons of facility stormwater run-off. This short-term water retention encourages soil infiltration of stormwater and decreases run-off impacts to nearby Goose Creek. March also offered encouraging signs of spring activity as bluebirds take advantage of the facility rain garden habitats and available nest -boxes for the upcoming hatching and parenting of young chicks. The facility nest boxes, and occupying birds act as points -of -engagement for community interest and serve as indicator species that reflect the presence of a multitude of less distinguishable ecosystem benefits produced by the rain garden habitat assets. West Side WRRF bluebird eggs, Rain Garden No. 3 Woolsey Wet Prairie wetland cell E4 West Side WRRF Entrance Bioswale stormwater retention Fayetteville Monthly Report for March 2023 9. Sustainability, Stewardship & Community Involvement The Washington County Search and Rescue K9 Unit utilized the BMS grounds for training. The staff hosted tours for over 35 AP environmental science students from Fayetteville High School. Two staff members participated in the STEM Career Fair which was held at the Bud Walton Arena. Sharing a More Sustainable Future with U of A STEM Students IN Fayetteville Monthly Report for March 2023 The staff organized an invasive removal event at the Woolsey Homestead Historic Site that included support from City Parks staff, Rec Urban Forestry, and Long-range planning Departments, WCRC group, NWA Master Naturalists as well as multiple individual volunteers from around the community. This is the third year we have participated in this project. Over 200 pounds of trash was collected along with 10,000 square feet of mature bush honeysuckle and privet. W,c 20 Fayetteville Monthly Report for March 2023 10. Health & Safety The Fayetteville team has been busy creating a safer work environment by actively fostering a more inclusive and spirited accountability network. Employees have continued to fully utilize daily work plans, job task hazard analyses, and applicable safety training events. The interactive database, ION City, has primarily been used to prepare work plans for each day. ION has been refined to include safety inspections, vehicle inspections, and to provide real time data The staff submitted over 600 pre -task work plans for the month and the safety team performed four weekly safety inspections during the month. There were three new associates added to the team during February and March. New hire training consisted of several safety courses and included a comprehensive orientation period which covered relevant site safety plans, emergency action plans, driving assessments, site hazards and chemical awareness, and evacuation procedures. Appendix A: Noland Effluent Report White River Average Daily Effluent Report Month Flow MGD CBOD mg/L CBOD Load Lbs TSS mg/L TSS Load Lbs Total P mg/L Total P Load Lbs NH3 mg/L NH3 Load Lbs D.O (min) mg/L pH (min) SU pH (max) SU Fecal Coliform Geo Mean CFU/100 mL Permit Limit Dec -Mar 20.0 2,102 15.0 1,576 1.0 105.0 4.0 420 >8.7 >6.0 <9.0 1,000 Mar 2023 7.907 3.0 201 <1.5 <101 <0.1 <8.8 0.42 4.4 13.3 7.4 7.5 <37 Feb 2023 7.466 3.6 222 3.1 197 0.2 11.1 0.13 7.1 13.6 7.4 7.5 43 Jan 2023 6.447 3.8 205 2.6 140 0.1 8.0 0.07 5.0 14.3 7.4 7.6 26 Dec 2022 5.970 4.2 215 <2.7 <140 0.2 8.2 0.12 6.4 11.7 7.4 7.6 <22 Nov 2022 4.556 3.4 128 1.5 55 0.1 5.5 0.11 7.0 11.7 7.4 7.6 51 Oct 2022 4.277 4.1 141 <1.4 <50 <0.1 <4.2 0.06 2.9 15.5 7.4 7.6 41 Sep 2022 4.620 3.8 142 <1.7 <63 <0.3 <10.5 0.06 2.3 14.9 7.5 7.7 >66 Aug 2022 5.261 4.4 192 <1.6 <70 0.3 14.5 0.09 2.7 14.1 7.2 7.6 136 Ju12022 5.166 2.9 160 <1.5 <79 0.4 19.0 0.24 4.4 11.9 6.9 7.6 107 Jun 2022 5.990 5.2 261 3.6 183 0.4 17.9 0.13 5.7 11.4 7.0 7.6 <37 May 2022 7.847 4.1 287 2.0 136 0.2 12.1 0.09 5.2 10.1 7.1 7.6 36 Apr 2022 8.788 3.6 269 2.1 157 <0.2 <11.4 0.11 9.1 14.8 7.3 7.5 <27 Mar 2022 6.105 3.9 192 3.6 178 <0.2 <8.3 0.06 22.9 16.5 7.2 7.5 <19 White River Average Daily Effluent - Minerals Report Month TDS mg/L TDS Load Lbs/dy Sulfate Total As Soo mg/L Sulfate Total Load As Soo Lbs/day NO3 (Nitrate) mg/L NO3 (Nitrate) Load Lbs Permit Limit Dec -Mar 500 52,542 119 12505 report report Mar 2023 308 24,645 60 3,568 Feb 2023 368 19,585 63 3,310 Jan 2023 314 17,522 59 3,282 Dec 2022 375 16,383 54 2,500 4.1 191.8 Nov 2022 390 13,159 62 2,079 Oct 2022 383 13,385 74 1,654 Sep 2022 372 14,106 67 2,922 Aug 2022 361 15,694 57 2,643 Ju12022 374 20,534 53 2,201 Jun 2022 368 20,717 47 2,932 May 2022 310 21,509 50 3,736 Apr 2022 296 22,171 65 4,413 Mar 2022 325 16,343 67 3,453 Appendix A-1: Noland Influent Report Month Flow MGD Hydraulic Loading % CBOD Load Lbs Orangic Loading % TSS Loading Lbs TSS Loading % PO4 Loading Lbs PO4 Loading % NH3 Loading Lbs NH3 Loading % Design Annual Average 12.60 29,666 23,198 765 2,250 Mar 2023 9.08 72.1 17,506 59.0 10,561 45.5 286 37.4 1,098 48.8 Feb 2023 8.08 64.1 14,485 48.8 8,700 37.5 263 34.4 982 43.6 Jan 2023 6.17 49.0 13,140 44.3 7,756 33.4 217 28.4 760 33.8 Dec 2022 5.99 47.6 11,497 38.8 8,718 37.6 205 26.8 706 31.4 Nov 2022 5.91 46.9 13,234 44.6 9,292 40.1 210 27.4 921 41.0 Oct 2022 4.26 33.8 13,330 44.9 7,379 31.8 229 29.9 930 41.3 Sep 2022 4.34 34.4 11,794 39.8 7,807 33.7 208 27.2 810 36.0 Aug 2022 4.83 38.4 17,100 57.6 8,961 38.6 218 28.6 878 39.0 Ju12022 3.85 30.6 11,832 39.9 7,935 34.2 185 24.2 615 27.3 Jun 2022 4.94 39.2 13,202 44.5 8,182 35.3 176 23.0 599 26.6 May 2022 8.07 64.1 12,877 43.4 8,113 35.0 246 32.2 826 36.7 Apr 2022 8.88 70.5 16,421 55.4 11,615 50.1 249 32.5 1,006 44.7 Mar 2022 7.12 56.5 18,925 63.8 10,512 45.3 216 28.2 767 34.1 Appendix B: West Side Effluent Report Goose Creek Average Daily Effluent Report Month Flow MGD CBOD mg/L CBOD Load Lbs TSS mg/L TSS Load Lbs Total P mg/L Total P Load Lbs NH3 mg/L NH3 Load Lbs DO (min) mg/L pH (min) SU pH (max) SU Fecal Coliform Geo Mean MPN/100 mL Permit Limit Dec -Mar 10.0 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 Mar 2023 13.3 <2.0 <189.2 1.0 103 0.1 8.9 <0.1 <7.0 10.3 6.9 7.4 <6 Feb 2023 11.7 <1.9 <228.1 1.0 103 0.1 7.7 <0.1 <8.4 10.4 7.0 7.4 <5 Jan 2023 9.9 <2.0 <210.2 1.2 104 0.1 7.2 <0.0 <4.0 7.6 7.1 7.3 <6 Dec 2022 9.5 <2.0 <127.7 1.0 79 <0.1 9.2 <0.1 <4.4 8.5 7.0 7.5 <7 Nov 2022 8.0 <1.9 <91.4 1.0 64 <0.1 4.1 <0.0 <2.2 9.3 7.2 7.6 <9 Oct 2022 6.6 <1.8 <144.6 1.0 57 0.1 4.6 <0.1 <3.4 9.0 7.2 7.6 <12 Sep 2022 6.8 <2.5 <138.0 1.0 55 <0.1 3.3 <0.0 <1.6 8.6 7.3 7.7 <8 Aug 2022 7.3 <2.3 <101.1 1.0 62 <0.1 4.5 <0.3 <25.2 8.5 7.3 7.7 <11 Ju12022 5.8 <2.0 <123.5 1.0 47 0.1 6.0 <0.1 <4.3 7.9 7.3 7.8 <6 Jun 2022 7.7 <2.0 <154.1 1.0 65 0.1 4.7 <0.0 <4.3 8.7 7.2 7.7 <6 May 2022 12.6 <2.0 <173.0 1.0 109 <0.1 14.9 <0.1 <6.5 9.1 7.0 7.5 <5 Apr 2022 12.8 <2.0 <177.9 1.0 112 <0.1 7.7 <0.1 <7.1 9.7 7.0 7.4 <6 Mar 2022 11.0 <2.0 <199.2 1.0 94 <0.1 6.9 0.1 9.8 9.8 7.0 7.4 <6 Appendix B-1: West Side Influent Report Month Flow MGD Hydraulic Loading % BOD Load Lbs Orangic Loading % TSS Load Lbs TSS Loading % Total P Load Lbs PO4 Loading % NH3 Load Lbs NH3 Loading % Design Annual Average 10.0 14,595 14,595 584 1,918 Mar 2023 13.3 133.2 10,374 71.1 14,426 98.8 276 47.3 1,341 69.9 Feb 2023 11.7 117.4 11,289 77.3 11,517 78.9 247 42.3 1,239 64.6 Jan 2023 9.9 99.3 11,398 78.1 10,453 71.6 251 43.0 1,281 66.8 Dec 2022 9.5 95.3 11,463 78.5 12,504 85.7 277 47.4 1,199 62.5 Nov 2022 8.0 80.4 11,688 80.1 11,915 81.6 260 44.5 1,256 65.5 Oct 2022 6.6 66.3 11,918 81.7 10,762 73.7 256 43.8 1,327 69.2 Sep 2022 6.8 67.8 10,419 71.4 11,859 81.3 258 44.1 1,256 65.5 Aug 2022 7.3 72.7 10,496 71.9 12,539 85.9 239 41.0 1,299 67.7 Jul 2022 5.8 58.1 10,797 74.0 14,063 96.4 272 46.6 1,396 72.8 Jun 2022 7.7 77.3 10,377 71.1 11,381 78.0 239 40.8 1,337 69.7 May 2022 12.6 125.5 10,734 73.5 10,772 73.8 271 46.3 1,291 67.3 Apr 2022 12.8 128.1 12,021 82.4 14,644 100.3 252 43.2 1,312 68.4 Mar 2022 11.0 109.9 11,456 78.5 11,879 81.4 287 49.1 1,368 71.3 Average 9.5 95 11,110 76 12,209 84 260.4 45 1,300.2 68 Appendix C. Employee Vacancy and Project Status Report Department Job Title Employee Name Fayetteville % FTE Admin Project Manager Jan Guy 82.00% Admin Assistant Project Manager Mayo Miller 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% Operator In Training Christopher Cox 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-Ops Supervisor 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 Alleman 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 Santellanes 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 Brittney Doyle 100.00% Operations Operator In Training Jeremy Johnson 100.00% Operations Operator In Training Michael Stout 100.00% Operations Operator In Training Patrick Cypret 100.00% SCADA SCADA Supervisor Vacant 100.00% SCADA Instrument & Control Tech Pat Cooley 95.00% SCADA Instrument & Control Tech Preston Jones 100.00% SCADA Information & Operational Tech James Mason 50.00% Authorized Positions = 49.0 Filled Positions = 46.0 Filled FTE's= 44.3 REGIONAL SUPPORT and SPECIAL PROJECTS (Performed in scope) Area Reason Name Hours SCADA Network Upgrade Scada Regional Support 44.5 Maintenance Maintenance, Reporting, and IT Related Activities Various Regional Staff 215.4 BMS Dryer Installation Project Staff & Regional Support 412.8 Noland Master Plan Data Request and Sampling Planning Staff 17.0