Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2020-09-08 - Agendas - Final
CITY OF 9im FAYETTEVILLE 4VARKANSAS MEETING AGENDA Water, Sewer, and Solid Waste Committee 8 September 2020 5:30 P.M. (Or immediately following Equipment Committee Session) This is a Virtual Meeting Committee: Chairman Mark Kinion; Council Member Sonia Gutierrez, Council Member Sloan Scroggin, Council Member Teresa Turk Copy to: Mayor Lioneld Jordan, Paul Becker, Kara Paxton, Susan Norton, Chris Brown, Alan Pugh, Terry Gulley, Peter Nierengarten, Jeff Coles, Brian Pugh, Mark Rogers, Corey Granderson, Aaron Watkins, Greg Weeks, Matthew Benton, Tim Luther, Jeff Hickle, Chris Hall, Nick Batker, Zane Lewis, Paul Perry, Jason Adams From: Tim Nyander, Utilities Director CALL TO ORDER ROLL CALL UPDATES 1. Update on Rate Study and Other Financial Matters Paul Becker — Chief Financial Officer OLD BUSINESS: 2. In -Place Machinery — Additional Costs On May 17th, 2020, the thermal dryer rotor shaft moved from its fixed position. We selected In -Place Machining Company to provide a quote to come on site to build up the surface of the shaft and then mill the shaft to within original shaft diameter tolerance for proper seating of the bearings. This firm specializes in repairing rotating equipment shafts in place on a nationwide basis and has the expertise and equipment to perform this unique service. In -Place Machining Company submitted a Time & Material quote with an estimated cost of $56,000 plus applicable taxes. The City added $8,400,00 as contingency. In -Place arrived on June 23rd and completed the job on July 211. On July 1st the technician on site indicated that their actual time and materials had exceeded what they quoted. Funds are available in the Plant Pumps and Equipment - WWTP Fund. Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL NEW BUSINESS: 3. Kitty Creek Sewer Improvements The Kitty Creek Sewer Improvements will increase the capacity of the existing sanitary sewer line along Kitty Creek from Zion Road to South of Joyce Avenue. Specifically, it will increase the capacity of approximately 5,400 linear feet of existing 10-inch clay pipe. Approximately 2,200 linear feet will be increased to an 18-inch diameter line, while the remaining 3,200 linear feet will be increased to a 15-inch diameter line as recommended in the Wastewater Collection System 2014 Master Plan update. On August 13, 2020, the City of Fayetteville accepted sealed competitive bids for the Kitty Creek Sewer Improvements project with the successful bidder being Horseshoe Construction of La Porte, Texas., Inc. of Ft. Smith with a bid of $2,197,855. A contingency amount will be added to the project funding. All bids are shown here: Heller Company, Inc. $2,957,149 Goodwin & Goodwin, Inc. $2,749,705 Nowak, Inc. $2,422,689 Horseshoe Construction $2,197, 855 Funds are available in the Wastewater Impact Fee Improvements Fund. STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL 4. Pressure Sustaining Valves Contract Section-1 of the East Fayetteville Water Distribution Improvements Project consists of rehabilitation of two large pressure sustaining valves as well as rehabilitation and modification of three smaller pressure reducing valves in various locations of the water system. The City's water transmission mains utilize two pressure sustaining valves (PSV's) to control the amount of flow in the 42- and 36-inch pipes from Beaver Water District, to ensure that those pipes remain full and pressurized as they cross through the hilly terrain between the water treatment plant and the city limits of Fayetteville, approximately 8 miles. These valves have been inoperable for several years, and a project was designed to refurbish the two PSV's and three pressure reducing valves. The project will consist of cleaning of all internal mechanisms, replacement of rubber gaskets, replacement of existing pilot systems (with larger ones) and replacing the obsolete controls. The miscellaneous activities associated with this project include removing the vault tops, installing backup power, and providing system control between the PSV's and the surge tank, located approximately 5 miles upstream. Public bids were opened on August 11th, 2020, with the successful bidder being Goodwin & Goodwin, Inc. of Ft. Smith with a bid of $315,139.10. A contingency amount will be added to the project funding. All bids are shown here: Goins Enterprises, Inc. $566,974.10 Crossland Heavy Contractors, Inc. $406,739.10 Goodwin & Goodwin, Inc. $315,139.10 Funds are available in the Water System Rehabilitation and Replacement Fund. STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL 5. Pressure Sustaining Valves Construction Services with Olsson, Inc. Amendment No. 4 to the engineering services contract with Olsson, Inc. for the East Service Area Improvements project will provide funding for construction phase services associated with Contract Section 1, the rehabilitation of two large pressure sustaining valves and three smaller pressure reducing valves. Olsson will be involved with all project aspects during construction, including onsite daily observations and inspections per engineering best practices and state law. The total costs for proposed Amendment No. 4 are based on Olsson's fee schedule and level of effort per task, not to exceed $58,800.00. STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL 6. Noland WRRF Clarifier Trough Bid Award The secondary (or final) clarifiers at the Noland WRRF allow the activated sludge floc to settle out of the water and be pumped to solids handling or returned to the activated sludge process. Effluent leaving these clarifiers must flow through the concrete troughs that are being rehabilitated with this project. The concrete is decades old and has never been coated or rehabilitated. It is beginning to spall and deteriorate. This project will increase the serviceable life of the concrete here, avoiding the need for more costly repairs or reconstruction in the future. On August 19, 2020, the City of Fayetteville accepted sealed competitive bids for the Noland WRRF Clarifier Trough Rehab project. Only one bid was received. Paladino Painting Co. bid $173,550.00 on the original scope. The maximum certified funds for this project was only $125,000.00, therefore city staff is looking into value -engineering options and deductive alternates. These details will be explored further, and a recommendation presented at the October Water/Sewer Committee meeting. INFORMATION ONLY 7. Hamestring Sewage Lift Station Pump No. 2 This pump was rebuilt by Jack Tyler Engineering in the first quarter of 2020. Upon return, staff had problems realigning the pump during installation. Jack Tyler was unable to assist with the alignment; therefore, JCI out of Joplin, MO was brought in to perform the work. JCI was able to align the pump; however, the pump operated at somewhat higher than normal temperatures. After approximately 720 run hours the rotating assembly locked up. Staff sent the pump to J.R. Stewart Pump & Equipment of West Memphis, AR for a hidden - damages inspection. JR Stewart and a pump engineer are inspecting the pump and providing a report on possible causes of the failure J.R. Stewart submitted a quote for $37,205.88 plus applicable taxes and shipping to repair the pump. The cost of a new pump is $63,300. Funds are available in the Lift Station Upgrade/Replacement Fund. STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL 8. Hamestring Sewage Lift Station Pump No. 1 During a lift station inspection in early July, a leak was discovered coming from the mechanical seal of the pump. The pump was pulled by maintenance staff for evaluation and repair. Due to hours of operation (installed in 2008), the motor was sent for an inspection and rebuild quote. Staff sent the pump and motor to J.R. Stewart Pump & Equipment of West Memphis, AR for a hidden -damages inspection. J.R. Stewart submitted a quote for $45,042.86, plus taxes and shipping, to repair the pump and rebuild the motor. The cost of a new pump is $63,300. Funds are available in the Lift Station Upgrade/Replacement Fund. STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL 9. Bluebird Gourds Project The Jacobs team proposes coordinating with the City's Communications & Media team for production of a 3-5 educational video as part of a joint endeavor with NWA Master Naturalists to highlight a unique approach to bluebird conservation. The NWA Master Naturalist volunteers would like to partner with the City and the Jacobs team to add 12 bluebird nesting cavities at the West Side treatment plant. INFORMATION ONLY 10. Capital Projects Update Discussion of current capital projects in the design state or underway. 11. Overview of WWTP Monthly Report Discussion of July's Monthly WWTP Report PRESENTATIONS 4 ATTACHMENTS In -Place Machinery Cost Overrun Kitty Creek Vicinity Map Kitty Creek Engineer Recommendation Letter PSV Project Vicinity Map PSV Engineer Recommendation Letter Olsson Amendment No. 4 Bluebird Memo Capital Projects Status Spreadsheet WWTP July 2020 Report ADJOURN Next Water, Sewer, Solid Waste Committee meets on Tuesday, October 13', 2020, 5:30 p.m. IN -PLACE MACHINING COMPANY August 17, 2020 Mr. Tim Nyander City of Fayetteville, Arkansas 113 West Mountain Street Fayettville, AR 72701 Via e-mail: tnyander@fayetteville-ar.gov Subject: Notice of project overage Ref: Thermal dryerjournal repair IPM Ref: IPM job # 57204 Dear Mr. Nyander, In -Place Machining Company 3811 N. Holton St. • Milwaukee, WI - 53212 PH. (414) 562-2000 • FX. (414) 562-2932 www.inplace.com • help@inplace.com This is to inform you of current overages above and beyond our budgetary quote 40220 Rev 1, purchase order 2020-00000494 to Undercut, sleeve, and final machine (2) 12" diameter x 8" long thermal dryer journals located in your Fayetteville, AR facility. The intent of this notice is to highlight increases in project costs and timeline that will adversely affect the overall project costs of final invoice. Please note that the below items are estimates only and will be calculated at standard T&M rates below. The original estimate for this project was based on the availability of (2) complete pieces of journal equipment being available at the time of award. Due to the extended approval process the additional equipment was no longer available for this project. The emergent need for this project forced us to mobilize with the equipment that was available at the time. As a result of this we were only able to machine one end at a time instead of having a machine on each end as originally planned. This led to an extended period of performance on site. The estimated time to machine the split sleeves was not accurate to the amount of time required to manufacture. This was partially due to the change from the original plan to weld the journals to the decision to install split sleeves instead. This additional time estimate should have been added to Rev 1 but was not included erroneously. Additionally, the expedited shipping charges to deliver the (2) sleeves to site was considerably higher than we had anticipated. This was likely due to the overwhelming reduction in shipping capacity due to COVID-19. Impact Condition The following items have been identified as reasons for schedule or budget impacts. Item Description Estimated Impact Reduction in Machines Reduction of available machines at time of award reduced our onsite machining efficiency. $10,000.00 ShopMachining Time Additional shop time needed to manufacture (2) split g $5,000.00 sleeves. Higher than expected shipping costs that were directly Additional Shipping Costs related to the project $5,000.00 Estimated Increase $20,000.00 Page 1 of 2 IK-PLACE (Frr" ) MACHINING COMPANY Time, Material, & Expense Pricing In -Place Machining Company 3811 N. Holton St. • Milwaukee, WI • 53212 PH. (414) 562-2000 FX. (414) 562-2932 www.inplace.com help@inplace.com A) The following hourly labor rates apply to all in -shop logistics planning and scheduling, mobilization and demobilization, travel, and all on -site time including delay and stand-by time. Straight Time Over Time (First 8 hr / dayj {Over 8 h0day, Sat, Sun) Holidays Technician(s) $99.85 $149.78 $199.70 Field Night Shift $107.35 $161.03 $214.70 In -Place Machining Company technicians work a minimum of 12 hours per day, 7 days per week. All delay and stand-by time, including non -working site days will also be charged at a minimum of 12 hours per technician, per day plus expenses. Travel days are charged at actual hours traveled. B) Expenses are charged at our cost plus 15%. Expenses generally includes, but are not limited to, the following: Air & surface transportation, lodging, car rental, and all other purchased services. Consumables, materials, special tooling, etc. whether from IPM inventory or purchased for this job. C) Per diem will be charged at $65.00 per technician, per day. This generally covers all personal meal and incidental expenses, and is in addition to the rates listed above. D) An equipment usage charge of $1,475.00 per machine setup per shift will apply. This generally covers machines, equipment, hand tools, and instrumentation necessary to complete the project. Equipment usage can vary depending on the type and quantity used, and is generally charged for all shifts from the start of site work until completed. An equipment transit charge of 2 shifts is added to the on -site time for equipment transit time (domestic transit) regardless of actual duration, (1 outbound and 1 return.) Thank you again for the opportunity to perform this project for you. We value your business and look forward to working with you for completion of this project in a timely and expert manner. If you have further questions or comments, please feel free to contact me at any time at 414.562.2000 x211, or via fax at 414.562.2932. You can also contact me via e-mail at JAdams@inplace.com. Please be sure to visit us on the web at www.inplace.com to learn more about our company and the services we offer. Respectfully, In -Place Machining Company Jason Adams, Technical Representative Page 2 of 2 IN -PLACE MACHINING COMPANY TO City of Fayettville Arkansas 113 West Mountain Street Fayetteville, AR 72701 ** INVOICE** P.O. NO. 2020-00000494 JOB NO. 57204 INVOICE NO. IPMINV-57204 DATE 7/31/2020 TERMS Net 30 In -Place Machining Comany, LLC 3811 N Holton Street Milwaukee, WI 53212 Website: www.inplace.com Email: Help@inplace.com Interest charged at the rate of 1 1/2% compounded monthly on past due amounts WORK PERFORMED: Undercut, sleeve, and final machine (2) 12" diameter x 8" long thermal dryer journals. Work scope was modified to sleeve thus increased total costs. Work was performed in your Fayetteville, AR facility, and completed on July 2, 2020. IPM Thanks you for your Business! SHOP LABOR: Technician - Straight Time 96.73 Hours X 99.85 9,658.53 Technician - Overtime 11.00 Hours X 149.78 1,647.58 TOTAL SHOP LABOR: 107.73 11,306.11 SITE & TRAVEL TIME: Technician - Straight Time 16.00 Hours X 107.35 1,717.60 Technician - Straight Time Technician - Overtime Technician - Double Time 128.00 Hours 115.00 Hours 16.00 Hours TOTAL SITE & TRAVEL TIME: 275.00 EXPENSES & PURCHASED SERVICES: Airfare Car Rental Consumables from IPM Inventory Consumables Purchases Freight Lodging Outside Purchased Services Per Diem Cash Expense TOTAL EXPENSES & PURCHASED SERVICES: X 99.85 12,780.93 X 149.78 17,224.70 X 199.70 3,195.20 34,918.43 951.80 857.42 643.96 724.50 5,041.37 2,665.08 92.64 1,560.00 12,536.77 EQUIPMENT USE CHARGES: Equipment Usage 12.00 Shifts X 1,475.00 17,700.00 TOTAL EQUIPMENT USE CHARGES: 12.00 Wire 1 ACH Transfer Instructions (ACH Preferred): Bank JPMorgan Chase Bank N.A. Acct Name In -Place Machining Company Account# 623470937 ABA# 075000019 (ABA for Wires Only 021000021) Swift CHASUS33 TOTAL TAX 17,700.00 $ 76,461.31 0.00 SUBTOTAL 76,461.31 MONEYAPPLIED 0.00 TOTAL DUE THIS INVOICE (USD) $76,461.31 57204 Invoice Review Backup Customer.xlsx 8/19/2020. 1 (Date Tran Type Vendorl Employee Item Description Project# •Cost Category U of M Actual Qty Unit Cost Overhead Total Cost Markup% Bill Rate Accrued Revenue 87320 Timesheet DACCARTO 57204OMOB ST Flours U.30 $99.0 529.9E 013r•20 Timeshael PACCARTO 5720413MOB ST Hours 4.00 $99 85 $399-40 1514/20 Timesheet RUETHJA 57204DMOB ST Hours 2.40 $99.85 $239-64 W=0 Timesheet RAWLEAA 57204DMOB ST Hours 114 $99.85 592.86 ST Total 7.63 $761.86 572UDMOB Total 7-63 $761.06 6117/20 Timesheet BREMMRI 57204ENGR STENG Hours 1 312 SS9.65 1 $311-53 6118/20 'Timesheet BREMMRI 572D4ENGR STENG Hours 1.85 599 B5 $184-72 623120 Timesneet BREMMRI 57204ENGR STENG Hours 0.55 $99.85 S5492 52520 'Timesheet BREMMRI 57204ENGR STENG Hours 1,62 $99.85 $161.76 1W5120 'Timesheet BREMMRI 57204ENGR 5TENG Hours 1.38 $99.85 $137-79 646120 Timesheet eAUERJE Sn64ENGR STENG Idours 1.53 599.8E $15277 6129/20'Timesheet BREMMRI 57204ENGR STENG Hours 1.47 S9985 $146.78 STENG Total 11 52 51,1S0.47 157204ENGR Total 11.52 $1.150.27 722D E utp Log (EQUIPMENT 157204EQIP EOUIPRENTSALES Shifts 12.00 $1.475.00 $17.700.00 EQU I PRENT SALES Total 12.00 $17,700-00 57204EQW Total 1200 $17,700.00 ,6/8120 Purchases ELAN MOMMASC FOX WORLD, 672t14EXPN AIRFARE Each 100 s8.00 SO.00 58.00 15.Oq== $9-20 61a'20 Purchases ELAN MOMMASC; AMERICAN A: 57204EXPN AIRFARE Each 1.00 S335,83 50.00 $335-83 15-DO% $386,20 ur8120 Purchases ELAN MOMMASC; AMERICAN A; 157204EXPN AIRFARE Each 1.00 $70.00 $0.00 $70.00 15.001A S80.50 15/18120 Purchases RAN SCHULJQ; AMERICAN A; 57204EXPN AIRFARE Each 1.00 S335,83 $0.00 S335.83 15.DOSi $388.20 15/18120 Purchases ELAN ;SCHULJQ: FOX WORLD; 572DTEXPN AIRFARE Each 1.00 S8,00 SO.00 S800 16.tlq?a $9.20 15/18/20 Purchases ELAN SCHULJQ; AMERECAN A; .57204EXPN AIRFARE Each 1.00 $70,00 SO.00 $70.00 55.01TA $80-50 AIRFARE Total 6.00 50.00 $877-66 $951,80 51820 Purchases ELAN MOMMASC; SHORT STOP; FUEL 57204EXPN CAR RENTAL Each 1.00 $26-84 $0 00 $26 84 15 00 % $30.86 1518120 Purchases ELAN MOMMASC; ENTERPRISE, RENTAL 57204EXPN CAR RENTAL Each 1 00 $484.72 $0.00 5484.72 1&0021; $557.42 15/820 Purchases ELAN MOMMASC; PILOT 0032; FUEL 57204EXPN CAR RENTAL Each 1.00 $2202 SO.00 S22.02 15-0Q% $25.32 &WO Purchases ELAN MOMMASC: MILWALIKEE ; 57204EXPN CAR RENTAL .Each 1 00 S92.00 S0 00 S92,00 15.09% $105-80 71120 Purchases ELAN SCHULJO: GAS EYS GE74: 157204EXPN CAR RENTAL Each 1.00 S28.00 $0 00 S28.0D 15-OWA S32.20 71120 Purchases ELAN SCHULJO; MILWAUKEE; 572D4EXPN CAR RENTAL Each 100 $92.00 $000 $9200 15.00% $105.80 CAR RENTAL TG121 6.00 $0 00 S745 58 $857.40 71220 Misc Log CRIB 57204EXPN CONSUM INV 1,00 $559.98 S0.00 5559.98 $15.00 $643.06 CONSUM INV Total 1.00 S0 00 S559.98 $643.96 W15120 Purchases SPEGIPf 12.2E GD X 11.25 ID X 48" 1026 57204EXPN CONSUM PURCH Each 1.00 $630.00 50.00 563100 15.00 a $724,50 CONSUM PURCH Total 1.00 W.00 $630 00 $724.50 6/15720 (Purchases JUNGEXP IPM MIKE TO SITE 611920 57204EXPN FREIGHT Each 1.00 $983-40 $0 00 $983.40 15 DO % $1.130 91 7/520 (Purchases JUNGEXP IP41 MKE TO FAYETTEVILLE AN $7204EXPN FREIGHT Each 1-00 $983-40 $0.00 5983.40 15001A S1,13091 71520 (Purchases FEDEREX IPM MKE TO HOTEL 0123120 57204EXPN FREIGHT Each 1.00 $26.13 50.00 $26 13 15 00'IA S30.05 715720 Purchases FEDEREX IPM MKE TO SITE 673020 57204EXPN FREIGHT Each 1.00 S115.87 $0.00 $115.67 1$_x% $133.25 722l20 Purchases LOGICLO SITE TO iPM MKE 7120720 57204EXPN FREIGHT (Each 1.00 $2,275.00 $0.00 52,275.00 15.00% $2,61625 FREIGHTTetet 5A0 $0.00 $4.383-80 SS04137 518120 Purchases ELAN MOMMAS C; HOLIDAY IN;1 NIGHT$: 57204EXPN HOTEL Each 1.DO $142,83 SO.00 $142.83 15.00% $164-25 ,6/820 (Purchases ELAN MOMMASC; STAYBRIDGE; 10 NIGH7 V204EXPN HOTEL Each 1.00 S1.015.90 $0.00 $1.015.90 15,00% 51,168.28 7/120 Purchases PLAN SCHULJQ; HOLiD1iY IN; 1 NIGHTS; 57204EXPN HOTEL Each 1.00 S14283 $0.00 $142.83 15.003E $164.25 711120 Purchases ELAN SCHULJQ; STAYBRIDGE: 10 NIGHTS 57204EXPN HOTEL Each 1.00 $1.015.90 50.00 S1,015,90 15.00°in $1,16828 HOTEL Total 4.00 50. H7 $2.317-46 $2.665 06 15115/20 Purchases COMPLEH 12.25 OD X 24 L 12 57204EXPN OUT PURCH SERVc Each 1.00 $80.56 $0 00 $80.56 15 00 % $9264 OUT PURCH BERVC Total 1,00 SO.00 $80 56 $92.64 627120 Emplo E:ge Rse SCHULJQ 5122202042T72020 57204EXPN PER DIEM EACH 6.00 565-00 $390.00 7f320 EmplDyea Expense SC ULJG 62S72t120.71=20 57204EXPN PER DIEM EACH 9-00 $65.00 $390.00 77720 EmplO ee E censo MOMMASC 6-23-20 to 7.3.20 M04EXPN PER DIEM EACH 12-DO $5$-00 $780.00 PER DIEM Total 24.00 S1,560.00 57204EXPN Total 48.00 $12,536 73 8+2620 Tlmashoet BELMOJU 57204MACH OT Hours 2.00 5149.78 $299.56 6r274'20 Timesheet BELMOJU 57204MACH OT Hours 4.00 $149.78 $599-12 6/27120 Timesheet ICIBULER 57204MACH OT Hours 4.011 $14978 $59912 OT Total 10.00 i $1,497. 00 57204 Invoice Review Backup Customer.xlsx 8/19/2020. 2 (Date Tran Type vendorl Employee !Item Description projectp Ce3l Category U of M Actual q Unit Cost Overhead Total Cost Markup% Bill Rate Accrued Revenue 6,24120 Timesheet OERNHMI 57204MACH ST Hours 1.55 SW85 S154.77 6/25/20 Timesheet $ELMOJU 57204MACH ST Hours 050 59955 $49.93 W25120 Timesheel KNOLLBR 57204MACH ST Hours 3.82 $9985 $381.43 6725720 Timesneet KNOLLBR 67204MACH ST Hours 4.00 S99.85 $399.40 6125120 Timesheet KNOLLBR 57204MACH ST Hours D, 5i1 599.85 $49.93 6/25/20 Timesheet I BELMOJU 67204MACH ST Hours 4.08 S99.66 S407.39 6/25/20 Timesheet SELh1OJU 57204MACH ST Hours 1 4.00 $99.85 S399.40 W26120 Timesheet CASILJE 57204MACH ST Hours 575 $9985 1 $574.14 WWO 'Timesheet BELMOJU 67204MACH ST Hours 4.50 59u85 S449.33 6726120 TlmeSheet CASILJE 57204MACH ST Hours 6.75 $99.85 $673.99 •6126/20 Timesheet CASILJE 67204MACH ST Hours 0.50 S99,85 WA3 -6/29/20 Timaaheat YANGDAO 57204MACH ST Hours 550 S99.85 $549-18 &rJ0i20 Tmashca! VANGDAO 57204MACH ST Hours 528 $99 85 549-1 STTotal 46.73 54,666 03 57204MACH Total 56.73 $6,163 83 6127120 Timashaet ARBOG111 67204MOBE OT Hours 1,00 51.19.78 $149.78 OT Total 1.00 $149,78 615720 Timesheet NORGERO 157204MOBE ST 'Hours 600 $99.85 $599.10 SItSf20 Timesheet MOMMASC 57204MOBE ST Hours 2.47 $9985 S24663 6116120 Timesheet INORGERO 572DWOHE ST iHours 400 $99.85 $399-40 13/17/20 Tmesheat MQMM ISC 57204MOBE ST Houri us $99.85 $524.21 6/17/20 Timesheel SCHU LJO 157204MOBE ST Hours 5.50 599.85 3549.18 W17120 7rmeshcei SCHULJO 157204MOBE ST Hours 4-00 1 $94.85 $399.40 6J17120 Timesheet SCHULJO 572UMOBE ST IHours 0.50 $9985 $4993 6717120 -Timesheet MOMMASC 67204MOBE ST Hours 015 $99.85 524.96 917120 'Timesheet MOMMASC 57204MOSE ST Hours 2-25 $99.85 $224-66 SON120 Timesheel TAPIARA 57204MOBE ST Hours 0763 509.85 $62.91 ST Total 30-85 S3,080.38 57204MOBE Tetat 31.85 53,230,16 6l22l20 Timoshoot MOMMASC 57204NGHT ST Hours -1-% 5107.35 $214.70 6122120 Timesheet SCHULJO S72fANGHT ST Hours 4.00 S107.35 $429-40 15/22120 Timesheet SCHULJO 57204NGH7 ST Hours 4,00 $107-35 $429.40 15/22/20 Timesheet MOMMASC M04NGHT ST IHours 6.00 $107.35 $644.10 ST Total 16,00 $1.717-60 67204MGHT Tolat 16.00 $7-717.60 773120 Tlmesheel MOMMASC S12045TFE OT Hours 210 5199.70 $49925 7/3120 T11mesheet SCHULJO 57204SIT: DT Hours 2.SO $199.70 $499-25 '713120 Timesheet SCHULJO 57204SITE DT IHoum 550 S199.70 $1,0m.35 713l20 Timesheet MOMMASC 57204SITE DT Hours 5.50 S199.70 F $1,098.35 DT Total 16.00 $3,195.20 6123120 Timrslteat SCHULJO 57204SFTE OT Houn 4.00 $149,78 S599.12 BQM0- Timesheet MQMMASC 57204SITE OT Hours 4.00 $149.78 $599-12 6/24/20 -Timesheet MOMMASC 67204 SrFE FT Hours 4.00 $149.78 $599.12 W24MO Timesheet SCHULJO 57204SFTE OT Hours 4,00 $149.78 $599.12 6125f2O -Timesheet MOMMASC 57204SITE OT Hain 4,00 5149. 88 5598.12 61251R0 Timesheet SCHULJO 672045FTE OT Hours 4.00 $149.78 S699.12 6726120 'Timesheet MOMMASC 57204SITE OT Hours 4,00 1 $149.78 $599.12 8120 Timesheet SCHULJO 57204SITE OT Hours 4.00 $14978 $599.12 6/27/20 'Timesheet SCHULJO 57204917E OT Hours o.50 $149.78 $74.89 6127120 Timesheet SCHULJO 5720451TE OT Hours 4.00 S149.78 1 $599.12 6 27720 -Timesheet MOMMASC 57204517E OT Hours &50 $149.78 S973.57 Or27= Timesheet MOMMASC 57204917E OT Hours 5.00 $149.78 S74&90 0750 Timeshoet SCHULJO 1 57204SITE OT Hours 7.50 S14978 $1,123,35 8727120 1 Timoaheal IMOMMASC 157204SITE OT Hours 0.50 5141-78 $74,89 W2&20 Irimesheet SCHULJO 57204517E OT Hours 7.50 $149.78 S1,123.35 672B129 Timesheet SCHULJO 572045R-E QT Hours 0.50 $149.78 574A9 672812 Tlrhesheet MOMMASC 5720451T£ OT Hours 0.50 S749.78 S74.89 15/28/20 Timesheet SCHULJO I57204SITE JOT Hours 1 4.00 S14978 $599-12 57204 Invoice Review Backup Customer.xlsx 8/19/2020, 3 (Date 'Tran Type Vendor/ Employee Item Description (Project# Cost Category U of M Actual City Unit Cost Overhead Total Cost Markup% BIII Rate Accrued Revenuo 6128QO Tvwsheot MOMMASC 5720ASITE OT Hours 5.00 S149.78 S748.90 872W20 Tlmesheat MOMMASC 57204SITE OT Hour$ 6.50 S14978 $973.57 6/29120 Timesheet SCHULJO 57204SITE OT Hours 4.00 S14978 $599.12 13/29/20 Tjmesheel MOMMASC 157204SITE OT Hours 4.00 i S149.78 S599.12 fi+ O1ZA Timesheet MOMMASC 67204SITE OT Haws 4,00 $149.70 $599.12 6/30120 Timesheet SCHULJO 67204SITE OT Hours 4.00 S149.78 $599.12 7/1120 Timesheet MOMMASC P204SITF OT Hours 4.00 S14978 1 $599.12 711120 Timesheet SCHUUO 57204SITL OT Hours 400 S14978 $599.12 712P20 TimoslMl MOMMASC 1572045ITE OT Hours 4.50 $149 78 5674.01 712120 Timesheet SCHULJO 57204SITE OT Hours 4.50 $149.78 $674.01 7/2120 Timesheet !SCHULJO 572046FE OT Hours 1.00 $149.78 $149.78 7/2120 Timesheet MOMMASC 57204SITE OT Hours 1.00 $740-70 $149.78 OT Total 115.00 S17,224.70 Bf r" Tlme sheet MOMMASC 57204SITE ST Hours 3-00 $9985 $299.55 fi123R0 Tmeshoet SCHULJO 57204SITE ST Hours 0.50 S99.85 S49.93 6123/20 Timesheet MOMMASO 57204SITE ST Hours 5.00 $99.85 $499925 6MMO Timesheet SCHULJO 57204SITE ST Hours 3.50 $99.85 S349.48 13123/20 Timesheet SCHULJO 57204 r7r ST Hours 4.00 $99.85 S39940 6/24/20 Timesheet MOKWASC 57204SITE ST Hours 0.50 S9985 S49.93 6724720 Timesheet SCHULJO 57204SITE $1, Hours 0-50 $99.85 $49.93 6124120 Timesheet MOMMASC 57204S1TE ST Hoars 5.00 $99-85 $499.25 6124720 'Timesheet MOMMASC 572.04SITE ST Hours 2.50 599-85 $24963 6124/20 'Timesheet SCHULJO 57204SrfE ST Hours 4.00 $99,85 $399.40 6/24/20 Timesheet SCHULJO 57204SITE ST Hours 3.50 S99.85 S34948 8125120 Timesheet MOMMASC 57204SITE ST Hours 0-50 $99.85 $49-93 6F.'W20 'Timesheet SCHULJO 57204SITE ST Hours 0.50 $99.85 $49 93 6d25120 Timesheet IMOMMASC 57204SITE ST Hours &00 $99.85 $499.25 8/25/20 Timesheet MOMPAASC 57204SlTE ST Hours 2.50 $99.85 $249.63 6125/20 Timesheet SCHULJO 57204SITE ST Hours 3.50 S99.85 1 $349.48 6125120 Tinleshoal SCHULJO 57204SITE ;ST Hours 4.00 599.85 $399.40 W26I20 Timesheet IMOMMASC 57204SITE $T Hours 5.00 SO9.85 $499.75 16/26/20 Timesheet :SCHULJO :57204SITE IST Hours 0.50 S99.85 $4993 16/26120 Timesheet MOMMASC 572O451TE ST Hours 0.50 $99.85 $49.93 ,6/26/2O Timesheet SCHULJO 57204SITE ST Hours 4.00 $99.85 $399940 672620 TIM"Irleal MOMMASC 5720451TE :ST Hours 2.50 $99.85 S24963 GrA= Timesheet SCHULJO 157204SITE ST Hours 3.50 $99.85 $349.48 16129/20 Timesheet MOMMASC 572O451TE ST Hours 5.00 S99.85 $499.25 15/29/20 Tlmesheet SCHULJO 572 WTE ST Hours 0.50 590.85 $49 93 15129/20 Timesheet SCHULJO 57204SITE 5T Hours 4.00 $99.86 S399.40 5129120 Tlmosheet MOMIr1ASC 157204SITE :ST Hours 0.50 $99.85 S4993 6179/20 Timesheet SCHULJO 57204517E ST Hours 3.50 $99.85 $349.48 13/29/20 Timesheet MOMMASC 572C4SI7E ST Hours 2.50 S99 85 $249.63 6130/20 Timesheet MOMMASC V204SFF-E ST Hours 5.00 $9985 $499-25 6130/20 Timesheet SCHULJO 572um ST Hours 0.50 SSS-95 $49.93 6130/20 Timesheet SCHULJO 6720451TE ST Hours 4.00 S99.85 S399AO ®13m Timesheet SCHULJO 157204SITE ST Hours 3.50 $99.85 $349.48 00 1) Timesheet MOMMASC 57204SJTE ST Hours 3.00 $99-851 $299.55 7,11 MO Tlmeshoet MOMMASC 57204STfE ST Hours 5.00 $99-85 j $49925 711/20 Timesheet SCHULJO 57204SITE IST Flours 3.50 $9985 $349.48 771W Tlhwsheet SCHULJO 157204SITE ST Hours 4.00 $99.85 $399.40 711120 Tlmesheal M(3MMASC 67204SITE ST Hours 2S0 S99.85 S249.63 71N20 Timesheet -SCHULJO 57204SITE ST Hours 0.50 $99.85 $49.93 7)1120 Timesheet IMOMMASC 57204SITE ST Hours 0.50 $99-85 549.93 712J20 Timesheet IMOMMASC 57204SITE ST Hours 050 S99.85 $49-93 712/211 Tmesheal SCHULJO 57204SrrE ST Hours 2.00 $99-85 $199.70 712120 Time sheel SC:HLILJO 57204SITE ST Hours 1O0 $99.85 $99.85 712120 Timesheet IMOMMAsrl 157204SITEST Hours 500 599.85 S499.25 7/2120 Timesheet :SCHULJO 572,4F"E ST Hours 500 S99.85 5499.25 57204 Invoice Review Backup Customer.xlsx 8/19/2020, 4 Date Tran Type vendor/ (Employee (Item Description Projectlk Cost Catego U of M AcluaI Oty Unk Cost Overhead Total Cost MarkupY. BIII Rate AccruedRevenue 7.7J20 Tlmnslteul MOKJF,TASC 157204SITE IST JH.um 1 2-50 1 1 1 1 1 $9965 1 524963 1ST Total 520.00 512,700.93 57204SITE Total 25900 533 200-63 Grand Total I t 442.73 576,4fi1.26 Fox World Travel us 06/19/2020 2:43 PM Receipt: 19233044 Description Agency Fee. Invoice Number: 006190214. Airline Ticket Number: 7517787699. Service Fee Ticket Number: 0785047151 Quantity Unit Amount Price I �� Tax: $0.00 Total: $8.00 +V Concur E-Receipt Americ&nA1171nei�� AmerkenAhllnCs�� AltierrcanAlrllnos ArnerkdnAlrllnef AnleriCenAlrllgei AmerlunAlrllnli Amerkei Passenger Receipt MOMMAERTS/SCOTT Depart Arrive Date Flight N Class of Service Milwaukee General Mitchell Intl Airport. WI Chicago O'Hare Intl Airport, IL PM 2/2020 3:04 AA3210 M -Economy class Chicago O'Hare Intl Airport, IL Fayetteville/Springdale NW Arkansas Regional 06/22/2020 5:00 iFpnrF �jR PM AA3578 M - Economy class FAREr.USD 23, TAXES60 ` Form OF Payment VISA TICKET TOTAL83 Ticket Number : 0017517787699 PAID83 Ticket Issued9/2020 Endorsement Restrictions Days In Advari NONREF-SVCCHGPLUSFAREDIF-CXL BY FLT TIME OR NOVALUE Issued ByWa Travel TRANSPORTATION SUBJECT TO TERMS OF CARRIAGE PRINTED INSIDE OF TICKET JACKET UP Tn501 B 3Kc. ANI)621-1- UPTOSOLB 23Kc, AND62LT MKE ORD Tol-al 11" i r - AA ORD XNA AA cab - TFC r xxxxxxxx.xxxx5693 r Trlr DA1f --r,, fA f" (7 Aet~A1e*Wts*1% AmerkAnAlAkks, AMedWAirpnes, MerkanAir9lncs, Anve1c.Ald1.ft qL AmericatA1r8oft\ Arnarker Passenger Receipt SCHULTZPOSEPH R Depart Arrive Date Flight# Class of service Milwaukee General Mitchell Intl Chicago O'Hare Intl Ai ort IL 0622/2020 3:04 Airport, WI PM AA3210 M - Economy class Chicago allare Intl Airport, IL Fayetteville/Springdale NW Arkansas Regional 06/2212020 5:00 Airport, AR PM AA3578 M - Economy class FARE i1SDf335.83 TAXES us TICKET TOTAL �D Ticket Number : 0017517787689 PAID .US Ticket Issued : Endorsement Restrictions Days In Advance ' NONREF SVCCHGPLUSFAREDIF-CXL BY FLT TIME OR NOVALUE Issued By : Fox World Travel TRANSPORTATION SUBJECT TO TERMS OF CARRIAGE PRINTED INSIDE OF TICKET JACKET Fox Florid Travel us Invoice 06119/202012018 PM Receipt 19232794 Description Agency Fee. Invoice Number: 006190143. Airline Ticket Number: 7517787669. Service Fee Ticket Number: 0785047117 Quantity unit amount Price fin: Us Tax: $0.00 Total: $8.00 �i � . r ,,.. �.:v • Via•- ��:I i��: • .. �1�.- _ .. � - r Ar .. - '�,y"yam ` Y� *�A w ��� mil} ��.I :..�7. -S �y i,l^F�I�'�:� ::'..i �. y_ ,tip..• � •�.�- �. ��� rL :F�:�� •`.1� -ti 3.-F y%h ��l ,''P� •�;� i:Y' SY�%u� '•�-1'. '� ��'�.'�� _n� r.- .��� ,ice •g. x'�+� x ijjII', y��'!!yy i .•., '; 4�::'� ;..�� .��.`���, _ �_ifi' 4�r,;':�3 lie ��i�—rti•yyj++tif.'�; �' ;' 7 : _:� y��:�"x- rr.' _ �.: �:'`��� 3�_ .:r ; f''{S1YSr't't*��� -'•-•:t • ;,r` �' ; :SS-:-"tri +�.+ri�'L� .-'' �'.' .: �' • :�� �: 1 � z';F/,• WILL • - Rental Receipt - Thank you for your business SCOTT MOMMAERTS Enterprise Location Contract Number: 847446203 Receipt Date: 07103/2020 Confirmation Number: 1318781000 Driver: SCOTT MOMMAERTS Additional driver: Start Date End Date Make/Model Start Miles End Mlles Miles Driven 06/22/2020 8:09 PM 07/03/2020 12:00 PM XT4 PREMIUM LUXURY 9735 10743 1008 j Total Miles 1008 Charge Description TIME & DISTANCE EXTRA - TIME & DISTANCE NO CHARGE DISTANCE DROP CHARGE CREDIT DISCOUNT @5 % CONC REC 11.11 PCT @11.11 % CUSTOMER FACILITY CHRG 4.751DAY VLF RECOVERY 1.20/DAY SALES TAX @9.5 % RENTAL VEHICLE TAX @13 % PAYMENT Total Charges Payment Information Visa XXXXXXXXXXXX5693 i Total Payment Amount Quantity 1 4 0 1 0 1 11 11 1 1 0 Enterprise Rent-A-Car Company Rate USD 2,047.50 USD 341.25 USD 0.00 USD-3,525.00 USD 0.00 USD 0.00 USD 4.75 USD 1.20 USD 0.00 USD 0.00 USD 0.00 Total USD 2.047.50 USD 1,365.00 USD 0.00 USD-3,525.00 USD-170.63 USD -29.99 USD 52.25 USD 13,20 USD 309.23 USD 423.16 USD 484.72 USD 484.72 ❑ 484.72 USD 484.72 pew Nor arik-,,v, (202 07/0, Qtv I le Reg.', at llt,ilk i d Pump - Ga I I )ns: pr-ia0/ Subtotal Sales Tax Total Received: VISA Approved Auth ue- TC) b 22.02 22. 22 --.02 OyL�3/20'%O 131V:�O 5 c I erk: 969 _jp T jNAL RECE Milwatakee t- '101 S . Howe 11 Ave, M i l waukee , S i 107 LAF)RESS 1 U7/().3/ () 1 4 ] () ' Rec ei pt 04430 Short--Term Parking Relax for Rewards FPP\01201058 Milwaukee Fast Park 06/22120 12:59 07103/20 14:06 Period 11d1h8' Sub Total VAT Total $92•00 $92.00 $0.00 $92.00 t received SSA Payment XXXX� ��X5683 Me rch : 215051412991. Au t h : 413060 ,�-� pe: Swiped Y Q des Sales Tax � Lnciu lrt r x and 6% Ai rp° Casey's General Store 01809 616 W, UM I.ON ITCHFIELD, IL 62056 Date 07/03/202O Time 89 : H5 VY ############4542 PUMP Gallons Price 03 12.506 * 2.239 Product 87E18 Total Sale 0 J! -- SALE - Card Auth # Herch # Arnount 28.00 28.00 Swiped 983030 Visa �<XXXXXXXXXXX4542 Swiped 07/03/2020 09:83:21. I agree to Pay the above Total Amount according to Card Isscrer Agreement-. Visit CasevsF"etrdbaclt . ut►rjk Taker a Short Survt-v and 6e ertitoref,l t j) Win a $600 Ca l ev.a Gift Card?. SIxr•vny GOJU; I Old 13 -1 91.00 30 . I III :j U it'll!',► T ks a Wt You fit P l eaue Comte Au a i ll . 217-324-9300 b 3 � A = n m' C X o � rD U -0 0 v VI n CD 3 O Q c: a Ln IN r* CD of L^ �. Q Cr 3 N �• � rD YM _ 3 a r O zr m m m �A M ':+ Z 'O rD CD fD '► a CD S fD M O 3 -a rD fD CD � 3 rp' cr �. H ff t. H o � r. 0• o r+ c tD p� x ra 'd C-1 CD, -3 ti m = m 3 o ro S m O N � 3 D m � c C_ CD ro T n � a N c 3 v a a o a=v O O CL ro M. a CD CL M 0 r7 Ql C� O C C d O' l: ji ro Ln ro ro n rD O O CD n n rD 0 0 Cu D c 3 (A a' n 3' 3t 0 ro rn ro c x LA N rf Z O 41 co c rD r a o o 0 < 3 ..` 00 Q c m `� ro Q v � N c o 3 0 h N T 1 � � U/ rD (D Q -, CD n CD ro. � J)� n o O 1O x �j � rD 0 TFiS C r(D � � n O m ro 3 a v 0. C rD CL J °• o c SPECIALTY PO BOX 890800 Charlotte, NC 28289-0800 Phone: (864) 408-0456 Email: creditdept@synalloy.com Bill To: IN -PLACE MACHINE 3811 N. HOLTON STREET MILWAUKEE, WI 53212 I��l�[���1�I�II��1IIf If 1�llllflf�flllf if �III�lf IIIiII��Vff lilt I��If �Illl Invoice Number Customer PO# Ship To # Page Salesman Invoice 2020-259760-00 57204 1 of 1 Lauri Gill Ship To: IN -PLACE MACHINE 3811 N. HOLTON STREET MILWAUKEE, WI 53212 Shipped Invoiced FNet rmsTDue Date Ship Via Freight 06/18/2020 06/22/20200 Days7/22/2020 Best Way SP FREIGHT ALLOWED Item Number Shipped UOM Description Price Extension C125000750 0002T 1.0000 PC 12.500 OD x 0.750 Wall Carbon HFS ASTM A519 $630.0000 $630.00 1026 & ASTM/ASME SA 106 B/C Length: 4' - 0" Serial #:992034 To remit via check: To remit via ACHMRE: Specialty Pipe & Tube, Inc, BB&T Order Amo nt: $630.00 PO BOX 890800 380 E. Main Street Charlotte, NC 28289-0800 Spartanburg, SC 29302 ABA#: 053201607 SWIFT#: BRBTUS33 ACCT4: 0005222638633 Amount Due: $630.00 Reference: Specialty Pipe & Tube, Inc. Acct Name: Synalloy Remittance Advise Sent To: cash@synalloy_com Specialty Pipe & Tube terms and conditions apply. Please visit https;//specialtypipe.conVterms-and-conditions/ for terms and conditions 3L0>>;;���n ■czm2v a a4O•fri*J +ooVd*yn0i 0rinae.. TCXbf-:V0 ► M E;;♦%;;*%#Jad;; (RX! #► *f@'+MM9iii 1 J'LiM*jj0Ae0+OAje I +1 L@LiAA9ee♦+ea SCAC Code: 7NGL Invoice Number +iA1►+ii00+}��+�a1i►+� a@AT99�E�y< =A UNG J NG Print Date ifiiPRUS 40 IDGISTICS 06/29/2020 .VAIM Aftil ar. Jung Logistics 201 West Air Cargo Way Milwaukee, WI 53207 (800) 597-4144 (414) 747-0100 In Place Machining 3811 N Holton Street MILWAUKEE, WI 53212 Even Location Pick up -A In Place Machining 3811 N Holton Street MILWAUKEE, WI 53212 Drop -A City of Fayetteville Arkansas 16464 E Wyman Rd FAYETTEVILLE, AR 72701 Totals Miles:0 Charge Tyne Flat Line Haul Fee REF 57204 REF 2.0%2720 BILLING TER S: Prepaid, PAYMENT TER 5: NET 30 ORDERED B • K int2e (Shipper) VEHICLE SIZE: RGO VAN DUE DATE: 07/29/2020 Bill To: INPLACE In Place Machining 3811 N Holton Street MILWAUKEE, WI 53212 Shipineat Details Piece Weigh Arrive: June, 27, 2020 10:27 Depart: June, 27, 2020 10:54 BOL: 8406 Arrive: June, 28, 2020 07:30 1 PIECES 60 Pounds Depart: June, 28, 2020 07:30 POD: Mike Reed 1 60 �e9 Ouantity 1 Flat 2% finance fee will apply to ALL invoices past 30 Days Rate 983.40 Dollars 49&3:40--..,1• .._ Total Charges: $ 983.40 Anissa Muhammad From: quotes@jungexpress.com; <systememail@sylectus.com> Sent: Friday, August 21, 2020 9:46 AM To: Anissa Muhammad Subject: Shipment Request Form - Our Order Nu er 509429 ' [EXTERNAL] Form # C3 Shipment Request Forth Please fax back the signed copy to fax no :(414)747-9732. Thank you. JUNG EXPRESS 201 WEST AIR CARGO WAY JV,1i/s f rNG MILWAUKEE, WI 53207 ((,,�� Z f Phone: (414)747-0100 EXPRESS [OGfSfICS Fax: (414)747-9732 saymmytrO The following order was entered by: Samantha Drogier on 06119/202010:46 (CEN) Pro No.: 509429 Bill To: In Place Machining Authorization 1: 57204 Miles: 745 3811 N Holton Street Authorization 2: 82695 Legs: 2 MILWAUKEE, WI 53212 Vehicle Sue : SPRINTER VAN PH:(414)562-2090 FAX:(414)562-2932 Terms: Pro -Paid 1. Pick -Up -A In Place Machining 3811 N Holton Street MILWAUKEE, WI 53212 PH:(414)562-2000 FAX:(414)562-2932 2. Deliver -A fayette administration 113 W Mountain St FAYETTEVILLE, AR 72701 PH: FAX: Scheduled: 06/19/2020 12:30 (CEN) Miles: 0 Scheduled: 06/22/2020 08:00 (CEN) Miles: 740 Called in by: Mieken Middlebrooks (414)562-2000 Total Pieces: 3 From Company: In Place Machining Total Weight: 2350 Fax: (414)562-2932 TVN Miles: 745 Estimated Cost of Authorized Notes (Set Print Size prior to adding/changing notes): Printed: 08/21 /202010:46 3 PIECES 2350 lbs. Dims (LxWxH): 48x48x48 in. Stackable ?: NO n This quote DOES NOT include detention.unexpected stop-offs,hand deliveries and any special circumstances not explained at time of call. 1 VP.H. Vo 1 #F'.eeF# Fe'eaj qb# ► @PJL TTR=rrJobAcct6= fit 7-053-60883 The Earned Discoeett far Nis ship data been calculated based on s revenue Fuel Surcharge. FsdEx has applied ■ fuel surcharge of 300%to We shipment Distance Based Pricing, Zone 4 Automation Tracking ID Service Type Package Type Zone Packages Rated Weight Delivered Svc Area Signed by FedEx Use INET 770751716048 FedEx Standard Overnight Customer Packaging 04 1 62.0 Ibs, 28.1 kgs Jun 23, 202014:00 A2 M.GRANT 000000DD0/13271_ }Sands Roger Norgel In -Place Machining Company 3811 N. Holton Street MILWAUKEE WI 53212 US Transportation Charge Discount Earned Discount Fuel Surcharge Additional Handlin Charge - Weight Total Charan Jul O1.2020 The Earned Disc Our I for this ship dale has been e4lcufated based on a revenue ihrafhold of S 1027DDt3.90 Fuel Surcharge - FedEx tray app Ded a fuel surcharge Of 3.00% to this shipment. Distance Based Pridng,Zooe3 Automation Tracking ID Service Type Package Type Zone Packages Rated Weight Delivered Svc Area Signed by FedEx Use INET 770779807358 FedEx Priority Overnight Customer Packaging 03 1 110 Ibs, 5.9 kgs Jun 24, 202D 09:05 A2 C.0 00000000115081_ Sander Roger Norgel In -Place Machining Company 3811 N. Holton Street MILWAUKEE WI 53212 US �O;Comment Copy 0532-1210- ReciRle Aimee Pfecopis Bohech Mannings, Inc 501 Mosside Blvd NORTH VERSAILLES PA 15137 US Reemoie Hotel Guest Andy Raasch Candlewood Suites 5251 Distribution Or FORT WAYNE IN 46825 US 384.86 -230.92 -61.58 3.49 _24.00 $119.65 Transportation Charge Discount 77.27 Earned Discount -46 36 Fuel Surcharge -1236 Total Chards 0-4 USD $19.11 Tha Earnad Viacountfe' This 01p date has beenealcuatedbesad on a revenue dusshaid Of$10270D23.9D Fuel Surcharge -FedEx has applied a fuel surcharge of 3D0% to this shipment. Distance Booed Pricing, Zone 4 Automation Tracking ID Service Type Package Type Zone Packages Rated Weight Delivered Svc Area Signed by FedEx Use INET 770781184910 FedEx Priority Overnight FedEx Box 04 1 9.0 lbs, 4.1 kgs Jun 24, 202009:31 AA G,GEPHART 0000000D0/1530/_ Sander Roger Norgel In -Place Machining Company 3811 N. Holton Street MILWAUKEE WI 53212 US lay2miu Scott Mommaerts - Hotel Guest Staybridge Suites 1577 West ISth St FAYETTEVILLE AR t US Transportation Charge Discount Earned Discount ✓✓✓�"`/"'/ 1\ Fuel Surcharge Total Charge The Earnad n�scarWt [OrThi, state date has beencatsuls!ed Lis aj one rev enueThrashnld of $w270073.90 Fuel Surcharge -FedEx has appI ai a fuel surcharge of an to this shtpmenL Distance Based Pricing, Zone 5 Automation Tracking ID Service Type Package Type Zone Packages Rated Weight Delivered Svc Area Signed by Fed Ex Use (NET 770793473M FedEx 2Dsy AM Fed Ex Box 05 1 5.0lbs, 2.3 kgs Jun 25, 202015:17 AB K.HARRISON 0000000OD/10% Sender Roger Norgel In -Place Machining Company 3911 N. Holton Street MILWAUKEE WI 5M12 US Transportation Charge Discount Earned Discount Fuel Surcharge DAS Comm Total Charge Recipiern Attic Shein Peterson Orono Vermont Yankee 32D Governor Hunt Road VERNON VT 05354 US USA 105.11 -63.43 -1B.91 0.76 41.86 -21.35 -4.17 0.54 _1.55 518.43 KS#KQ f• The Famed Disr:aunt for this $hip dale has been cah:Ufarad based an a revenue threshold of S 103I16-4, 1; Fuel Surcharge - FedEx has applied a fuel surcharge of 3.W% to this shipment Distance Based Pricing, Zone 4 Package Delivered to Recipient Address - Release Authorized Automation INET Sender Tracking ID 770840833358 Service Type FedEX084 833PriorityRoger Norgel Package Type av8rnight In -Place Machining Company 9 yP Customer Packaging 3811 N. Holton Street Zone 04 MILWAUKEE WI 53212 US Packages 1 Continued on next page Tracking 10:770840833358 continued r �- RIPE R.`02J42 ekXi3Ye;: #r db�.Ej D Ej amw1w In -Place Machining Scott Momma City of Fayetteville 16464 East Wyman Road FAYETTEVILLEAR 72701 US uDIs1: nlumner invoice Date Account Numhe� 7-059-43856 11 M 08 2020 0532-1210-7 Rated Weight 55.0 Ibs, 24J kgs Transportation Charge Delivered Jul01, 202010:39 Discount Svc Area AA Earned Discount Signed by see above Fuel Surcharge FeclEx Use 00DD00000/1530/02 Additional Handling Charge - Wei ht Total Charge Fuel Sercherga - FadEx has applied a fuel surcharge of 3-509; to this shipment Return: Original Tracking ID 770739127964 Distance Based Pricing,Zone 2 Automation INET 366.48 -?5�:84 3.92 24.00 USD 377Sa7 Tracking ID 791058661339 Steve McFarlin -u Roger Norgel / Anisse M. Service Type FedEx Standard Overnight Personal Images In -Place Machining Company Package Type FedEx Box 12515 W LISBON RD 3811 N. Holton Street Zone 02 BROOKFIELD WI 53005 US MILWAUKEE WI 53212 US Packages 1 Rated Weight 2.0Ibs, 0.9 kgs Transportation Charge Delivered Jul O2, 20201227 Discount 2982 Svc Area Al Fuel Surcharge 17 57 Signed by C.CHITWOOD Print Return Label 0.43 FedEx Use 000000000112831_ TotalCharga USD 105 513.13 Shipper Subtotal USD $354.62 Sender Recipient Roger Norgel Joe Sassman In -Place Machining Company In -Place Machining Co., LLC 3811 N. Holton Street 2903 NE 109th Ave MILWAUKEE WI 53212 US VANCOUVER WA BUZ US Tracking ID, F0atReJgea��um 9�7708217319 Jun30, 2020 10a 007kgI h0000013011/1595/_ 0201 JSASSMEN 231.46 D] 20201 The Earned Discount forthis ship dale has been calculated based on a revenuethreshold of S 10361624.14 Fuel Surcharge - FedEx has applied a fuel surcharge of 3.50% to this shipment. Distance Based Pricing, Zone 7 FedEx has audited this shipment for correct packages vveiyhL and service Any change_f made are ralleylad in iha invoice amount Trahsportation Charge 932.65 Fuel Surcharge 7.83 Discount •499.80 Earned Discount -133 22 Additional Handlirig Charg e- Wei ht ` 2400 Total Charge USD 9Zi146 Multiweight - Shipper Subtotal USD $231.46 Total FedEx Express USD S5B6.08 q@v@*Ki�O fox 511Z4� 3 /Y- , OT;; T CXEdj #Edi;; y Cd- DATE 7/22/2020 INVOICE # 291 New Berlfn, WI 53151 CUSTOMER ID PH#414.213-1600 DUE DATE 8/24/2020 e In Place Machining 3811 N. Holton Street Milwaukee WI53212 OTHER COMMENTS Net 30 Remit to: Logical Logistics LLC PO Box 511242 New Berlin, WI 53151 If you have any questions about this invoice, please contact Rodney Hernandez 414-213-1600 Thank you For your Business! Subtotal 2,275.00 TOT L $ 2,275.00 10 Nn11daN lnrt # 11 Express 8 sulleC' rN71 ph Schultz f'""' too WYi493 Nomnstr+"Id Rd A\ I: i'J'!-I- exd States ,.,l.,, :inl iw PC. n. N, Date Uescr rrtuin Iar-(l:r•: :� �.�U JIlln10,?ail^.r 07- -02-: i LodginU l d+- i:onm o7-U3-2D Vss XXXXXXYxXXX1X56B3 1f17 p741i•JFl tr .4)3.,in 1P. 770.11)) Credits — i Thank you for slaying with usf 0u liifynrg points for this stay will automatically be credited to your aerount. Plrasa loll as about your stay bywriling a review here- Www-rhg.comlreviews. we took forward to welcoming you back soon. Total B 142.83 142.83 0.00 i Guest Signature: If ? have received the goods and ; or services in the amount shown heron I agree that my Ilablity for 'art ortill! .he tul' arnoun aod'here is gehF4 persbr►+fly liable to the event that the indicated person, company, or assoc-ate fadP s to ay for any P g cvdit can,* charge. I runtier.acw" to perform the nbliganons set forth In the cardholders agrer_mnnt wHh lF a issuer - Holiday Inn Express Hotel and Suites Lebanon 1955 W. Elm Street Lebanon, MO 65536 Telephone-. (417) 532-1111 Fax: (417) 532-8650 SCOTT MOMMAERTS DATE O7/0212020 12:00 AM PAYMENT VISA ACCOUNT ENDING XXXXXXXXXXXX5683 CONFIRMATION 24480030 1r,T- , - InterContinental Rotels Group Arrival Date 06222020 Departure Date 07102f202O Room Rate 89.30 Date Reference Description 06/2212020 'Room Charge 06/2212020 City Occupancy Tax _ 06/22/2020 State Sales Tax 0612212020 Hotel/Motel/Restaurant Tax STAYBRIDGE SUITES FAYETTEVILLE1UNIV OF ARKANSAS 1577 W ISTH STREET FAYETTEVILLE AR 72701 US 14796952400 479-695-2400 Amount j USD 89.30 USD 1.79 USD 8.71 USD 1.79 05/23/2020 "Room Charge USD 89.30 0612312020 City Occupancy Tax USD 1.79 06/23J2020 State Sales Tax USD 8.71 06/2312020 Hotel/Motel/Restaurant Tax USD 1.79 06124/2020 'Room Charge USD 89.30 06/24/2020 City Occupancy Tax USD 1.79 O6/2412020 State Sales Tax USD 8.71 06124/2020 Hotel/Motel/Restaurant Tax USD 1.79 06/25r2020 "Room Charge USD 89.30 0612512020 City Occupancy Tax USD 1.79 06125(2020 State Sales Tax USD 8.71 0612512020 Hotel/Motel/Restaurant Tax USD 1,79 0612612020 'Room Charge USD 89.30 06126/2020 City Occupancy Tax USD 1,79 06/26/2020 State Sales Tax USD 8.71 06/26/2020 Hotel/Motel)Restaurant Tax USD 1.79 06/27/2020 'Room Charge USD 89.30 O6127/2020 City Occupancy Tax USD 1.79 06/27/2020 State Sales Tax USD 8.71 06127/2020 Hotel/Motel/Restaurant Tax USD 1.79 06/2812020 'Room Charge USD 89.30 06/2812020 City Occupancy Tax USD 1.79 06/2812020 State Sales Tax USD 8.71 06/2812020 HotellMotel/Restaurant Tax USD 1.79 06129/2020 'Room Charge USD 89.30 06129/2020 City Occupancy Tax USD 1.79 06129V2020 State Sales Tax USD 8.71 06/2912020 HotellMotel/Restaurant Tax / USD 1.79 06/30/2020 'Room Charge USD 89.30 06130/2020 Clty Occupancy Tax USD 1.79 06/3012020 State Sales Tax USD 8.71 06/3012020 Hotel/MoteVRestaurant Tax USD 1.79 07/01/2020 'Room Charge N USD 89.30 0710112020 City Occupancy Tax 1.79 Usbi, 0710112020 State Sales Tax 07/01/2020 Hotel/MOte11Restaurard Tax USD 1.79 07/02/2020 USD-1,015.9 _ TOTAL USD f USD 1,015. Rolid y Inn ExpreS. Suites tG7 07.03.20 30saph Schultz Fn!io No N71 W23493 Homestead Rd Roam No" 21p Sussex S3p89 AM NumLer Arrival 07-02.20 United Stales Group Coda Departure 07-03-20 Company Cent No. 43-467312 Membership No. PC 235770392 Rate Cade IGCOR InGolc.e No. Faye No, f of i Gala I ❑escriprian — 07.0�2.20 •Accnommodazta�_ 07 p2-?a Stair Sara ia,r 07.02.20 Lodging Tax - Rvrrn 07-03.20 V,sa XXXXk7(XXXXXX4542 Thank you torataying with u+I Qualifying polnia for thi, stay wiIf autamalicaFty be crrdilrd to your acrnunl, Y!eaxt WJ yr about your stay bywriring a rawmw hero • w w,ing.carnlrev}owa. WO 100 Forward towNcorrling you back faun, Charges Credits ------------- 1?0.95 21 142.93 Total i42.83 1418.3 ..:,.• Salon 0.00 ' Guest Signature: 1 have lcceitod IIW paodS one 1 ❑r narvtccc rn 0te amount ehawn +faro". I egroe Vlat rry rrs{iablily !at trux Gi I is not wcLvod and RCJrrb !o b4 hard porny!iy tubia .rr the ovurtl "I the Indrrltoe �t:r5or6 Company, dr sSS0c16ic (5lb Io pay 1pr any pa+t of the hit Lmolrnt of Ihd:w charger. II a [+cod earl tylt,rsle, r TurJtirl :ly'Y�fC to peaiprrry IhC abli�,rhnrrs SnF Fw1h rrr tYio rardhtYi✓Scr'S ngiur.menl wigr ;ha issuer. {{r,rhlllyr Ifin L> flroxf I f;rtl+l end asritvF+ Lotlitrttut fU1, W, aim tSIJ"l - 1.r1Lhri011, MO a55M Maw■ ti .w_ ±r kq _�ti{��ir�r'r`L7, `" .:�l:b�r'•tr'.r:,1i �'S���1% •tir .�: uu" ,'1�5�rrrrir.;it;-ryt'=�;�"�.if�.+• JOSEPH SCHULTZ DATE 07/02/2020 12:00 AM PAYMENT VISA ACCOUNT ENDING XXXXXXXXXXXX4542 CONFIRMATION 29491390 InterContinental Hotels Group Arrival Date 06/222020 Departure Date 0710212020 Room Rate 69.30 STAYBRIDGE SUITES FAYETTEVILLEIUNIV OF ARKANSAS 1577 W 1STH STREET FAYETTEVILLE AR 72701 US 14796952400 479.695-2400 Date Reference Description Amount 06/22/2020 'Room Charge USD 89.30 06/22I2020 06/2212020 City Occupancy Tax _ _ State Sales Tax _ _ Y USD 1.79 USO 8.71 06/22/2020 Hotel/MotellRestaurant Tax USD 1.79 06/23/2020 `Room Charge USD 89.30 06/23/2020 City Occupancy Tax USD 1.79 06/2312020 State Sales Tax USD 6.71 06/2312020 Hotel/MotellReslaurant Tax USD 1.79 06/24/2020 'Room Charge USD 89.30 06/24/2020 City Occupancy Tex USD 1.79 06124/2020 State Sales Tax USD 8.71 06/24/2020 Hotel/Motel/Restaurant Tax USD 1.79 06/25/2020 'Room Charge USD 89.30 0612512020 City Occupancy Tax USD 1.79 0612512020 State Sales Tax USD 8.71 06/25/2020 Hotel/MotellRestaurant Tax USD 1.79 06/2612020 'Room Charge USD 89.30 06/2612020 City Occupancy Tax USD 1.79 06/2612020 State Sales Tax USD 8.71 06126/2020 Hotel/MotellRestaurant Tax USD 1.79 06/27/2020 'Room Charge USD 89.30 06/27/2020 City Occupancy Tax USD 1.79 06r27/2020 State Sales Tax USD 8.71 06/27/2020 HoteUMoteURestauram Tax USD 1.79 06/28/2020 `Room Charge USD 89.30 06/28/2020 City Occupancy Tax USD 1.79 06128/2020 State Sales Tax USD 8.71 _0612812020 Hotel/Motel/Restaurant Tax USD 1.79 06129/2020 'Room Charge USD 89.30 0&29/2020 City Occupancy Tax USD 1.79 06/29/2020 State Sales Tax USD 8.71 06129/2020 HotellMotel/Restaurant Tax USD 1.79 06130/2020 'Room Charge USD 89.30 08l30/2020 City Occupancy Tax USD 1.79 06/30/2020 State Sales Tax USD 8.71 06/30/2020 i Hotel/Motel/Restaurant Tax USD 1.79 07101/2020 'Room Charge USD 89.30 07/01/2020 City Occupancy Tax USD 1.79 07/01/2020 07/0112020 Stale Sales Tax Hotel/MoteURestaurant Tax _ _ USD 8.71 07/02t2020 USD-1,015.90 USD 1,015.90 TOTAL USD -APLETE HEAT TREATING LLC PO BOX 470 MILWAUKEE, WI 53201 US +14146435161 info@completeht.com www.completeht.com INVOICE BILL TO In -Place Machining Co. 3811 N. Holton Street Milwaukee, WI 53212 P.O. NUMBER IPMPO-082703 ACTIVITY STRESS RELIEF 2pcs - SR energy surcharge BALANCE DUE INVOICE # C4151 DATE 06/24/2020 DUE DATE 07/24/2020 TERMS Net 30 OTY AMOUNT 76.00 4.56 $80.56 IN -PLACE In -Place Machining Company, Inc. 3811 N. Holton St. • Milwaukee, WI • 53212 PH. (414) 562-2000 • FX. (414) 562-2932 MACHININGwww.inplace.com • hel In lace.com COMPANY pace.com p�• p Work Scope Acceptance I Form #81 Date: 7-z— zD IPM Job Number: 2 S7d Cr Company Name: �y yettyMe_ Customer Purchase Order #: 1) The work performed by the In -Place Machining Company technician(s) has been inspected and deemed to be accurate and complete. 2) The In -Place Machining Company technician(s) cleaned the work area(s) satisfactorily at the conclusion of the work performed. 3) On -Site Work Repo rts/Ti mesheets filled out, submitted, signed, and dated by customer. 4) Equipment packed and ready for return shipment. 5) All locks removed (personal or company issued). Comments: Customer: r- IPM Technician: S co%f �ovyi�rcc ;print name) Im 0 7o a.ao IPM CONFIDENTIAL Page 1 of 1 DCN0081 REV20161209 In -Place Machining Company 3811 N. Holton St. - Milwaukee, WI - 53212 PH. (414) 562-2000 - FX. (414) 562-2932 www.inplace.com - help@inplace.com On -Site Work Report Form #58 All Types - Generic VJw�.y. "I a cept thi port as being accurate a correct" S`"7 Zo y �vesaQ4 -23-Zo D� IPM Job Number Day of Week Date Shift Customer Rep Name 5ignatur /V 04 4 t' v; Jl s Customer Na e / Facility Location IPM Lead Technician Name 7 Signature D do I q :7D 1 -2- - A�L Site Start Time Site End Time Site Duration (Hra.) Standby Duration (Hrs.) # of IPM Techs Tech Initials Site Start Time Site End Time Site Duration (Hrs.) Standby Duration (Hrs.) # of IPM Techs IPM Tech Initials Site Start Time Site End Time Site Duration Mrs.) Standby Duration (HM) #of IPM Techs IPM Tech Initials Summary of Work Performed J ` S i g �T wlen er ! 0 Ac411bS++ [ risleC 7 I 0 j, �Y+ WCS'f' C!^Gf �jOU/ate J — Sa�uP I iv�s5 lir.11, be t,' G1�crCl,c4 ha)r-S �4— is-51011"d ao/;,.e Ghe&k ed 4 l U fH rr,.rn f -- 5r ,fed V o usin i G s /I �, 11 sf AsJ7 0 i 3-0iJ//sa f�e�'yto�eoP a�pral `0�� �SicP.e f'�or� IPM CONFIDENTIAL, DCN0058 REV20200408 version: 1.4 IN -PLACE Subject W 64 J O +J rYA IPM Ref #r S?ZD PrepareA By: [� o c Page of MYCHIMIMG CCOPAKY //. W7L . / i/> 998s .2 //• p9g -� . // 9 98 /o 12 9V 13 //. 998 is . dVV /Z, ims, Quality Machining in -Place... Any Place In the World 3811 N. Holton Street Machining & Welding 1201 Internalional Plaza Mlkmkes, WI 53212 Alignment & Measurement Chesapeake, VA 23323 Tel. (414) 662-2000 - Fax (414) 582 2932 design & Repair Engineering Tel. (757) 487-3200 - Fax (757) 487-3600 www.inplace.com ■ 414-562.2000 ■ helpOinplaice.com In -Place Machining Company 3811 N. Holton St. • Milwaukee, WI • 53212 PH. (414) 562-2000 • FX. (414) 562-2932 www.inplace.com • help@inplace.com On -Site Work Report I Form #58 All Types - Generic "I a t this Ft as being accura correct" IPM Job Number zov Day of Week Date Shift W ejn44�, (—Zy-zo pdLL Customer Rep Name Signature Customer Name J Fac!Iity Location IPM Lead Technician Name Signature 0700 /r) l2 7 To T Site Start Time Site End Time Site Duration (Hrs.) Standby ouration (Hrs.) # of IPM Tedu IPFA Tech Initials Site Start Time Site End Time Site Duration (Hrs.) Standby Duration (Hrs.) # of IPM Tedis IPM Tedr Initials Site Start Time Site End Time Site Duration (Hrs.) Standby Duration (Hrs.) # of IPM Techs IPM Tach Initials 1 oI► � box �411c — I-►ht3�-�cP Y�uflt;�� �l �s7� ..r Sxq/i't4' :Dv9%�`r-� 1jaCor� Sumrnary of Work Performed GJ4 /�' n-F' l,)tf� ya/�O � in%es� �Oulra t ?5�07 3,`Oie IPM CONFIDENTIAL DCN0058 REV202OD408 - version: 1.4 In -Place Machining Company 3811 N. Holton St. • Milwaukee, WI • 53212 PH. (414) 562-2000 • FX. (414) 562-2932 www.inplace.com • help@inplace.com On -Site Work Report I Form #58 All Types - Generic / l PE lac ptthis Fjport asheingaccurateand IPM Job Number Day of W ek Date Shift Customer Rep Name S' nature 7 Zo y �hvrsor-Za pus Customer Name / Facility Location IPM Lead Technician Name Signature 0 od &30 2 s!� Site Start Time Site End Time Site Duration (Mrs.) Standby Duration (Mrs.) p of IPM Techs 1PUTechinMah Site Start Time Site End Time She Duration (Mrs.) Standby Duration (Mrs.) p of IPM Techs IPM Tech Initials Site Start Time Site End Time Site Duration (Mrs.) Standby Duration (Mrs.) # of IPM Tachs IPM Tech Initials Summary of Work Performed �y lreil��X '�'al n hey Gles� ��J'n�►1 �- �iniSkpd' /o(7s�eilr3 2 VR�� �� — �In�3hecQ WeSf J9�7rY+� 1 ,b o2��i�sr e ��a- -- %U%tic{�ihe0r � r4Glli Q�'► ��.Si�+�71�3�+e �Sra s r � �1,5az lj.S�I il,sat jr.sol IPM CONFIDENTIAL DCN0058 REV20200408 version: 1.4 In -Place Machining Company 3811 N. Holton St. - Milwaukee, WI • 53212 PH. (414) 562-2000 • FX. (414) 562-2932 www.inplace.com • help@inplace.com On -Site Work Report I Form #58 All Types - Generic "1 ac R t this as being 'ZO N accurate a rree IPM Job Numrberr C6 T 1 ' Day of Week V° vi.l e Date ` ShiftCustomer Rep Name l' Sige'natur Customer Name / Facility Location IPM Lead Technician Name Signature 00 Site Start Time Site End Time Site Duration (Hrs.) Standby Duration (Hrs.) A of IPM Techs IPM Tech Initials Site Start Time Site End Time Site Duration (Hrs.) Standby Duration (Hrs.) # of IPM Techs IPM Tech Initials Site Start Time Site End Time Site Duration (Hrs.) Standby Duration (Hrs.) 4 of IPM Techs IPM Tech Initials Summary of Work Performed �ci'�t)va� 5, � Se1�.•p 8Y• EaS�' eM� SOVIh q � l f �' 7����eeC, tDufh��•s �csf ��'►� ,jDvly�cal, Version: 1.4 IPM CONFIDENTIAL b, DCN0058 REV20200408 IN -PLACE / fCIsub*t . Z A S 7- r, �( 1SDur V,4 L A 5 � c �..� � � Date: � - ZL • Zo Z o 11311111,1011M Z O prepared Br. c?�Cd d Page of N -3 r/.98z //- 99? � i�•998s � ri 999 . . 9 ii� 9 //-9 7-;Z 9 91e �� /r•98is it /r. sg.y/ /� i/•999r iz /�• 999�" d ° 0 p D k ()(DO --�3 II fish y 6 - rat_ +;l -f '/z Quality Machining In -Place... Any Place in the World 3811 N. Holton Street Machining & Welding 1201 International Place Milwaukee, WI 53212 Alignment & Measurement Chesepeak% VA 23323 Tel. (414) 562-2000 - Fax (414) 562-2932 Design & Repair Englneering Tel. (757) 487-3200 - Fax (757) 487-3800 www.inplace.com ■ 414.562.2000 ■ help@lnplace.com IN -PLACE MACHINING COMPANY Subject: WH ri �1 L) u(Vl ci r� �re 4 G+<tj hi w Date: IPM Ref q: J 7 Z 0, ( Prepared By: ��` `► �'f' �—r) S R Page Description Ij"p-L !Ir5DI rr f-'A 03 Quality Machining In -Place,.. Any Place in the World of 3811 N. Holton Street Machining & Welding 1201 International Plaza Milwaukee, WI 53212 Alignment & Measurement Chesapeake, VA 23323 Tel. (414) 562-2000 - Fax (414) 562-2932 Design & Repair Engineering Tel. (757) 487-3200 - Fax (757) 487-3600 www.inplace.com ® 414.562.2000 ■ helpOinplace.com IN -PLACE In -Place Machining Company 3811 N. Holton St. - Milwaukee, WI • 53212 PH. (414) 562-2000 • FX. (414) 562-2932 1 ACKINING www.inplace.com • help@lnplace.com company On -Site Work Report I Form #58 All Types - GenericTM � 74 s7 20 Y �� ��Q �-z �-zo a6 s "I acc t this ae as being rt accurate and can IPM Job Number Day of Week Cf T � � � c He.Y: `� Date Shift,Q � � �✓i r �G I� Customer Rep Name �s mf'i'r'1'f P/� Signature Customer Name/ Facility Location IPM Lead Technician Name Signature §30 ! z_Z/f Site Start Time Site End Time Site Duration (Hm) Standby Duration (Hrs.) 0 of IPM Tedti 1AM Teeh Initials Site Start Time Site End Time Site Duration (Hm) Standby Duration (Hrs.) S of IPM Tells IPM Tech Initials Site Start Time Site End Time Site Duration (Hrs.) Standby Duration (Hrs.) # of IPM Techs IPM Tech Initials —` red (boy. -141k QovSw5 Summary of Work Performed Cg5f e 4 J1)'Orrut j IPM CONFIDENTIAL DCN0058 REV20200408 Version: 1.4 IN -PLACE In -Place Machining Company 3811 N. Holton St. • Milwaukee, WI • 53212 (W PH. (414) 562-2000 • FX. (414) 562-2932 COMPAW st4 NIIiG www.inplace.com • help@lnplace.com On -Site Work Report I Form #58 All Types - Generic //1/� '//� ��^/�\ "I ac pt this R as being accurate a S ZV �L. i a V _4 ��H/ �V rrect" IPM lob Number Day of Week' Date Shifty Customer Rep Name Signatur Customer Name / Facility location IPM Lead Technician Name Signature b 190 A36 / 2- 2 4LAt2 Site Start Time Site End Time Site Duration (Hrs.) Standby Duration (Nrs.) # of IPM Tech$ IP191 Tech Initiab Site Start Time Site End Time She Duration (Hm) Standby Duration (Hrs.) 0 of IPM Techs IPM Tech tnitiab She Start Time Site End Time Site Duration (Hrs.) Standby Duration (H►s.) # of IPM Techs IPM Tech Inhiab Summary of Work Performed �oo1G�x fa(k 0ve/kO' � co?Y r ��� Pre -rrtcc4i 01 n Dn ffaic emoC JJVr✓tai «-' Se4t,v0 4br1.c W-cf 4 s..t - dvrb-41 IPM CONFIDENTIAL. DCN0058 REV202OD408 Version: 1.4 IN -PLACE subject :aeeasr e6t5-i Hare: G - z8 zoz6 HIM W#: -5 PMPared By:. �CoTrr I"� _ �E _. Page l of IM{ACHIMi1MC TT COMPAMY oescrlp6or, �J .w o /e?. Quality Machining In -Place... Any Place in the World 3811 N. Hotton Street Machining & Welding 1201 International Plaza Milwaukee, WI 53212 Alignment & Measurement Chesapeake, VA 23323 Tel. (414) 562-2000 - Fax (414) 562-2932 Design & Repair Engineering Tel. (757) 487-3200 Fax (757) 487-MM www.inplace.com ■ 414.582.2000 ■ helpOinplace.com On -Site Work Report I Farm #58 All Types - Generic In -Place Machining Company 3811 N. Holton St. • Milwaukee, WI • 53212 PH. (414) 562-2000 • I`X. (414) 562-2932 www.inplace.com - help@inplace.com L%01_1511140FAW " "I accept ttds Fport as ton.: accurate and corezo 5_7705 IPM Job Number Day of WeeV C� o t�V.Ile/ )Cc, Date Shift Customer Rep Name e A- it S' natu Customer Name / Facility Location IPM Lead Technician Name Signature 07od f 13 d ] 2 Z Site Stan Time Site End Time Site Duration (Mrs.) Standby Duration (Hrs.) R of IPM Techs 1PbOrTich Initials Site Start Time Ste End Time Site Duration (Mrs.) Standby Duration (Hrs.) # of IPM Techs IPM Tech Initials Site Stan Time Site End Time Site Duration (Mrs.) Standby Duration (Hrs.) d of IPM Techs IPM Tech Initials — CornlO�c�-oC �eU1�rS �- nn ` PLCYYlBv[� SG� ✓Q Summary of Work Performed palfrh:.� ln�es� endQVoor.--4 1 — sew �"Ovt Ce Iq Q.tieod ,crv;P/'w�� 7� 6 ✓e/ yea �s� e�Y IPM CONFIDENTIAL DCN0058 REV20200408 Version: 1.4 Quality Machining In -Place... Any Place in the World 3811 N. Holton Street Machining & Welding 1201 International Plaza Milwaukee, WI 53212 Alignment & Measurement Chesapeake, VA 23323 Tel. (414) 562-2000 - Fax (414) 562-2932 Design & Repair Engineering Tel. (757) 487-3200 - Fax (757) 487-3600 ►lvtww.inplace.com ® 414.562.2000 N helpOinplace.com In -Place Machining Company 3811 N. Holton St. - Milwaukee, W( - 53212 PH. (414) 562-2000 - FX. (414) 562-2932 www.inplace.com - help@inpiace.com ReportOn-Site Work All Types - Generic "I acre t this Reportis beIng accurate d cn ecr' IPM lots Number Day of Week Date Shift CusstComer Rep Name - . �� G @ cb II j-1.41 Sign re Customer NaMe / Facility Location IPM Lead Technician Name Signature ©?AO 1930 1 2 Z Site Start Time Ske End Tlme Site Duration (Hrs.) Standby Duration Mrs.) p of IPM Techs I ech Initials Site Start Time Ske End Thee Site Duration (iffa.) Standby Duration (Hrs.) Ii Of IPM Techs IPM Tech initials Site Start Time Site End Thne Site Duration (Hra.) Standby Duration (Hri.) i of IPM Techs IPM Tech Initials Summary of Work Performed �j• D� 5��, barn, / IPM CONFIDENTIAL DCN0058 REV20200408 Vereion: 1.4 On -Site Work Report I Form #58 All Types - Generic In -Place Machining Company 3811 N. Holton St. • Milwaukee, WI • 53212 PH. (414) 562-2000 • FX. (414) 562-2032 www.inplace.com • help@inplace.com 6 1—_ 4 V 7Ly 0 7,�/ ITt � 7 r ��L;} rf "I ace t this R as being accurate an ct" IPM Job Number Day of Week Date ShIW Customer Rep Name Signature Y e 0 rYe #v; f It /Q :5r60 9')v6 armada Customer Nam / Facility Location IPM Lead Technidan Name Signature Site Start Time Site End Time Site Duratlon IHrs.) Standby Duration (Hrs.) fr of IPM Techs I PNF Tech Initials Site Start Time Site End Time Site Duration (Hrs.) Standby Duration (Hrs.) # of IPM Tech& IPM Tech Initials Site Start Time Site End Thee Site Duration (Hrs.) Standby Duration (Hrs.) A of IPM Techs IPM Tech Initials; Summary of Work Performed Too 1" +11 !k — ,f leeve 4�vri vct ii73�i hrs �. W2�olClX ergot IPM CONFIDENTIAL DCN0058 REV20200408 Version: 1.4 dim nlk r I 2SS]��:R:^_i:�.: i::'k^!: '_lti_:.^s�.�S�C.C� :':S'^L:.L"�.._.^.r,:.:�r-J ..w_.1C4aY•ti'�..'['A All Types - Generic In -Place Machining Company 3811 N. Holton St. - Milwaukee, WI - 53212 PH. (414) 562-2000 - FX. (414) 562-2932 www.inplace.com - help@inplace.com IM-Wkk041W 57VY 2��h %-7-Z0 5 &fz "1 accepl this Repo sbeineaecuratea correct" IPM Job Number Day of Week Date ShIW Customer Rep Name jgnature Customer Name / Facility ocation IPM Lead Technidan Name F Signature 00 C7 Site Start Time Site End Time Site Duration (Hrs.) Standby Duration (Hrs.) # of IPM Techs IPFS Tech Initials Site Start Time Site End Time Site Duration (Hrs.) Standby Duration (Hrs.) tl of IPM Techs IPM Tacb lnitlals Site Start Time Site End Time Site Duration (Hrs.) Standby Duration (Hrs.) S of IPM Techs IPM Tech Initials Summary of Work Performed r r�"qq 'GP f jt 'r45IL &a 5ree6,C- 40 iz 60 yy �7y���,`,� r/ fin/ �j % �y , fli��'0j LJ��t�YJA.A TO IZ�O0G5-'f95 ..- T't," I J- n $®cefCOS C/ec rece vie wmrk a red IPM CONFIDENTIAL DCN0058 REV20200408 Version: 1.4 IN -PLACE Subject _ 5—, -5'jk4,4,7 .rA L _ �as�' �� � u.J _ Date. 26 Zd IPIN Rd t ` - 72o Preo n:d Dy C� ) -t . 1 Q �' Page of MACH MING COMRI Y b - Z) 3 /.1, a�2'� 3 /2 00.2 -'- t.2- on o a AV 14�' da -2 00.2 003 ZVP z /9. baa �z /Z. 44?1go.2 1444 is�ii q99 �jr f� sus Quality Machining In -Place... Any Place In tho World 3611 N. Holton Street Machining & Welding 1201 International Plaza Milwaukee, WI 53212 Alignment & Measurement Chssapeaka, VA 23323 Tel. (414) M-2000 -. Fax (414) 662-2932 Design & Repair Engineering- Tel, (757) 467-3200 -- Fax (757) 487-3600 www.inplace.com 0 414.562.2000 & helplinplace.com E Zion Rd E Zion Rd to o m Way a Stearns Street Apartments Carpet One Floor & Home � E SlearrisS2 . } 41 �- d of Park Apartrv. s m PROJECT ,-,Aellow Mushroom ' z 7- LOCATION ` 4uguaune Ln States a Postal Service l US Social Security E Joyce 81vd , Administration a FF Paradise Valley inera Brc• 4i # ray R� Athletic Club � a i Kitty Creek Sewer Improvements Vicinity Map McCLELLAND 1580 East Stearns Street CONSULTING Fayetteville, AR -9241 479-443-2377/Fax 479-443-9241 R"CE ENGINEERS, INC. mce.us.com September 3, 2020 Mr. Corey Granderson, PE Utilities Engineer City of Fayetteville 2435 S Industrial Drive Fayetteville, AR 72701 RE: Bid No. 20-57, Construction — Kitty Creek Sewer Improvements Recommendation of Award Dear Mr. Granderson, On Thursday, August 13, 2020 bids were opened on the referenced project, and four responsive bids were received. Horseshoe Construction of La Porte, TX is the low bidder with a total bid in the amount of $2,197,855.00. The bid tabulation form printed from Bonfire, provided by City Purchasing is attached for reference. We have reviewed Horseshoe Construction's bid and, have reviewed multiple references, and have participated in a phone interview with Horseshoe to discuss feedback from the references, and have received good feedback and answer to our questions; therefore, we recommend awarding the bid to Horseshoe Construction Co. of La Porte, TX in the amount of $2,197,855.00. Please do not hesitate to call should you have any questions and as always, thank you for allowing us to be of service. Sincerely, McClelland Consulting Engineers, Inc. cn; - Zane Lewis, PE, LEED AP Project Manager Encl: Bonfire Bid Tabulation Form K:\2017\172138 Kitty Creek Sewer Improvements, Fayetteville, AR\Construction Documents\Bid-Related\Kltty Creek Sewer Improvements Recommendation of Award.docx Responses Success: All data is valid! Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Success: All values provide( Itern Item No. #0-1 Mobilization (Max. 5%Total Bid) 1.01 #0-2 Bonds & Insurance 1.02 #0-3 Act 291, 1993: Trench & Excavation Safety 1.03 System #0-4 Work Areas Pre -construction Video 1.04 Quantity Unit of Measure Required 1 LS Numeric Unit Price $ 100,000.00 Total Cost $ 100,000.00 1 LS $ 50,000.00 $ 50,000.00 1 LS $ 75,000.00 $ 75,000.00 1 LS $ 10,000.00 $ 10,000.00 #0-5 Traffic Control 1.05 1 Environmental Compliance & Erosion & 1.06 1 Sediment Control Demolition 1.07 1 18" PVC PS-115 Sewer Main 1.08 813 LS $ 10,000.00 $ 10,000.00 #0-7 LS $ 20,000.00 $ 20,000-00 LS $ 20,000-00 $ 20,000-00 #0-8 LF $ 200.00 $ 162,600.00 #o-s 18" PVC PS-115 Restratined Joint Sewer Main 1.09 60 #0 10 15" PVC SDR-26 Sewer Main, as directed by 1.1 100 Engineer #0-11 8-inch PVC SDR-26 Sewer Main 1,11 62 #0-12 20" HDPE SDR-17 Sewer Main by Pipe Bursting 1.12 1456 #0-13 16" HDPE SDR-17 Sewer Main by Pipe Bursting 1.13 2990 #0-14 4' Dia. Sewer Manhole, Max. 6' Deep 1.14 1 LF $ 275.00 $16,500.00 LF $ 90.00 $ 9,000.00 LF $70.00 $4,340.00 LF $320.00 $465,920.00 LF $ 180.00 $ 538,200.00 EA $ 5,000.00 $ 5,000.00 #0-15 #0-16 4' Dia. Sewer Manhole Extra Depth over 6' 5' Dia. Sewer Manhole, Max. 6' Deep 1.15 1 VF $ 350.00 $ 350.00 1.16 24 EA $ 7,000.00 $ 168,000.00 #0-17 5' Dia. Drop -Type Sewer Manhole, Max. 6' Deep 1.17 I 40-18 5' Dia. Sewer Manhole Extra Depth Over 6' 1.18 #0-19 Abandon Sewer Main 1.19 2 EA $ 8,500.00 $ 17,000.00 84 VF $425.00 $ 35,700.00 610 LF $ 15.00 $ 9,150.00 #0-20 Abandon Sewer Manhole 1.2 #0-21 Demolish and Dispose of Sewer Manhole 1.21 #0-22 4-inch PVC SCH40 Sewer Service 1.22 #0-23 Sewer Services 1.23 8 EA $ 1,000.00 $ 8,000.00 24 EA $ 750.00 $ 18,000.00 100 LF $ 20.00 $ 2,000.00 8 EA $ 750.00 $ 6,000.00 #0-24 Bypass Pumping 1.24 1 LS $ 10,000.00 $ 10,000.00 #0-25 Asphalt Pavement Repair 1.25 100 LF $ 50.00 $ 5,000.00 Success: All values provided Success: All values provided Success: All values provided Success: All values provided Success: All values provided Success: All values provided Success: All values provided Success: All values provided Success: All values provided Success: All values provided Success: All values provided Success: All values provided Success: All values provided Success: All values provided Success: All values provided Success: All values provided Success: All values provided Success: All values provided Success: All values provided Success: All values provided Success: All values provided Success: All values provided Success: All values provided #0-26 Concrete Pavement Repair 1.26 292 LF $ 70.00 $ 20,440.00 #0-27 Full Depth Class 7 ABC Backfill 1.27 322 LF $ 40.00 $12,880.00 #0-28 Flowable Fill 1.28 100 CY $ 100.00 $ 10,000-00 #0-29 Concrete Trench Dam 1.29 1 EA $ 3,250.00 $ 3,250.00 I ' #0-30 Streambank Stabilization 1.3 1 LS $ 17,500.00 $ 17,500.00 #0-31 36" Min. Dia. Steel Encasement Pipe by Direct 1.31 60 LF Bury $ 600.00 $ 36,000.00 $8.00 $42,960.00 #032 Sewer Main Cleaning and Pre -Bursting CCTV 1,32 5370 LF Inspection of Existing Sewer $ 2.00 $ 10,740.00 #0-33 Post -Construction CCTV Inspection of New 1,33 5370 LF Sewer $ 90.00 $ 8,550.00 #0-34 12' Wide Concrete Pedestrian Trail 1,34 95 LF #0-35 Gravity Sewer Main Trenching & Backfill 6-10' 1.35 745 LF Depth $ 30.00 $ 22,350.00 $ 90.00 $13,050.00 #0-36 Gravity Sewer Main Trenching & Backfill 10-14' 1.36 145 LF Depth $160.00 $ 7,200.00 #0 37 Gravity Sewer Main Trenching & Backfill 14-18' 1.37 45 LF Depth $ 25.00 $ 250.00 #0-38 Concrete Curb and Gutter Repair 1.38 10 LF #0-39 4' Diameter Manhole Epoxy Coating 1.39 7 VF $ 275.00 $ 1,925.00 #0-40 5' Diameter Manhole Epoxy Coating 1.4 250 VF $ 350.00 $ 87,500.00 #0-41 Cast Iron Manhole Frame & Cover - Standard 1.41 21 EA $ 600.00 $ 12,600.00 #0-42 Cast Iron Manhole Frame & Cover - Hinged 1.42 6 EA w/Gasket $ 900.00 $ 5,400.00 #0-43 Rock Excavation 1.43 100 CY $ 100.00 $ 10,000-00 #044 Low Pressure Testing Sewer Mains (Min. 1 % - 1.44 1 LS Max.5% Total Bid) $ 2,500.00 $ 2,500.00 $ 5,000.00 $ 5,000.00 #045 Vacuum Testing Sewer Manholes (Min. 1 % - Max. 1.45 1 LS 5 % Total Bid) $ 1,000.00 $ 1,000.00 #0-46 Maintenance of Existing Storm Systems 1.46 1 LS #0-07 Sewer Main Point Repairs Prior to Bursting 1.47 10 EA $ 500.00 $ 5,000.00 #0-48 Site Restoration 1.48 1 LS $45,000.00 $45,000.00 Bid 20-57 ■I Success: All values provided #1-1 Bank Stabilization 1.49 170 LF $ 300.00 $ 51,000.00 Bid 20-66, Pressure Sustaining Valves Rehabilitation Vicinity Map CITY OF fe � - SPRINGDALE • �. � ), .. • "'"" .. � �� s %'-� •„ • _ IWY 412 E ROBINSON AVE r >�• _' - ' .!� tL. -- �. ,F:".,,'L. �.. 'SV SI TEAT r � �` K • k SPRINGDALE _ _ t -- i, rµ r - r+ ;:•y.- ::x" `; !�1) r-� �� „_.'t�' (SHEETC6)Jj _.'•adl� - •a.. %� ` r ` I p1! eYc�.:t is �z s�� •�•' • R,&,, f 'L 'Ed'. _ -• 1,-N J t ''o i - Y `•i '`� 1 a Y �i.`. �,• F.r• - 0.15 },.� In' -E DON TYSON PKW 1. i 'ix OF1'-- E .'14Nh .. • A FAYETTEVILLE 3V T T�i ZA rgUY TERRY RDA c GUY TERRY ROAD +a !r - aJ• e F'r';. L • a� E JorcE R1 VAULT (SHEET C4) _- o- r ELJOYCE BLVD ,L \�\1\ ��� r 1 t;� � 7»(:9• , � 1-y � 1 , f }i Y 4 il• - Q a-jj 4t �� 7 ., ,�•.. _ `. ah �iT'•`.'y �' t AllpgF �• �N .* t pl 08 Pit I'7—'F.-.� I BOX AVENUE PRV e��. �"'+` � ,;'• � �? (SHEET CI) s\o .�i... >f r, . Y� ,�,�,�.'^'•'i CITY OF M, FAYETTEVILLE a5 : 4 SETTER STREET CHECK VALVE (SHEET C2) VICINITY MAP 0 2000' 400" olsson August 31, 2020 City of Fayetteville, Arkansas Fayetteville Water & Sewer Operations Attn: Mr. Corey Granderson, Utilities Engineer 113 W. Mountain Street Fayetteville, Arkansas 72701 Re: Recommendation to Award East Service Area Improvements, Contract Section I Existing Infrastructure Modifications Fayetteville, Arkansas Olsson Project 018-0031 Mr. Granderson: Bids for the above referenced project were received and opened on July 1, 2020. A total of three (3) bids were submitted and have been reviewed. The bid totals received are shown below. Goodwin & Goodwin, Inc. $315,139.10 Crossland Heavy Contractors, Inc. $406,739.10 Goins Enterprises, Inc. $566,974.10 After review of the bids, it is our recommendation that Notice of Award be given to the apparent low bidder, Goodwin & Goodwin, Inc., in the contract amount of $315,139.10. Upon your approval, we will commence with the processing of the contract for the project. Please do not hesitate to call with any questions, comments, or if any further information or documentation is required. Cordially, W. Chris Hall Water/Wastewater Team Leader AMENDMENT NO. 4 To AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES Between CITY OF FAYETTEVILLE, ARKANSAS And OLSSON, INC. (formerly McGOODWIN, WILLIAMS, AND YATES, a DIVISION OF OLSSON ASSOCIATES) EAST FAYETTEVILLE AND TOWNSHIP PRESSURE PLANE IMPROVEMENTS WHEREAS, on January 2, 2018, the City of Fayetteville, Arkansas (CITY OF FAYETTEVILLE) and Olsson (formerly McGoodwin, Williams and Yates, a Division of Olsson Associates) of Fayetteville, Arkansas (ENGINEER) entered into an Agreement for engineering services in connection with the East Fayetteville and Township Pressure Plane Improvements (the "Project"); and WHEREAS, on August 13, 2018, the CITY OF FAYETTEVILLE and the ENGINEER agreed to Amendment No.1 that included the ENGINEER providing services in connection with the evaluation, design and/or construction administration for a 12-inch waterline along Highway 45; and WHEREAS, on December 3, 2019, the CITY OF FAYETTEVILLE and the ENGINEER agreed to Amendment No.2 that included the ENGINEER providing additional services for the East Fayetteville and Township Pressure Plane Improvements. The work included meetings with Washington County Road Dept., Arkansas Department of Health, property owners, East Fayetteville Contract Section I redesign, geo-technical borings for the new Gulley Rd. and Township tanks, easement acquisition services, and miscellaneous analyses and infrastructure designs; and WHEREAS, on August 4, 2020, the CITY OF FAYETTEVILLE and the Engineer agreed to Amendment No.3 that included the Engineer providing Construction Administration services for the East Fayetteville Service Area Improvements, Contract Section II New Elevated Water Tank project. The work includes project management, onsite meetings with contractor, field survey staking, observation of construction, and field and lab material testing; and WHEREAS, the CITY OF FAYETTEVILLE now wishes to increase the scope of work to include Construction Administration services for the East Fayetteville Service Area Improvements, Contract Section I Existing Infrastructure Modifications project. The work shall include project management, onsite meetings with contractor, field survey staking, observation of construction, and field and lab material testing; and WHEREAS, the current Agreement must now be amended to provide the additional scope and amount of compensation to the ENGINEER for the additional work; and NOW THEREFORE, in consideration of the mutual covenants and Agreements herein contained, CITY OF FAYETTEVILLE and the ENGINEER, the parties hereto, stipulate and agree that the Agreement for Engineering Services dated January 2, 2018, and amended on August 13, 2018, December 3, 2019, and August 4, 2020, is hereby amended in the following particulars: SECTION 5 — PAYMENTS TO ENGINEER 5.1 The maximum not -to -exceed amount authorized for this Agreement is $982,605.00. The CITY OF FAYETTEVILLE shall compensate ENGINEER based on a Unit Price or Lump Sum basis as described in Appendix A. 018-0031 Amendment No.4 Page 1 APPENDIX A — SCOPE OF SERVICES Add the following Paragraph A.2.5: A.2.5 Construction Administration Services — East Fayetteville Service Area Improvements, Contract Section I Existing Infrastructure Modifications: Olsson shall provide a suitable staff to perform the Construction Administration services for the East Fayetteville Service Area Improvements, Contract Section I project. Work includes the following: Project Management — Includes submittals, RFI's, change orders, work change directives, review of contractors monthly pay estimates, etc. Services also include coordination with contractor, preparation and attending a kick-off meeting as well as monthly progress meetings and Engineer site visits Survey — Includes constructing staking for the modifications to be constructed at a total of three sites located on the east side of the City of Fayetteville's water service area and one site in Springdale, Arkansas at the existing pressure sustaining valve site. Resident Project Representative (RPR) — Duties of RPR include project observation and reporting construction activity to Engineer, maintaining record of construction activity, performing field material testing including concrete slump, air content, etc. tests, making concrete cylinders for strength tests, and soil density testing. Scope based on RPR on site approximately four (4) hours per day during construction activities. 4. Material Lab Tests — Work includes concrete cylinder breaks, grout prisms, soil and aggregate proctors, gradation and Atterberg tests. Post Construction — Work includes creation of project close-out documents, site visit/final walk through, plans of record, etc. Compensation for these tasks are based on a construction timeline of 60 days to Substantial Completion and 75 days to Final Completion. If project construction runs longer that the aforementioned times, ENGINEER shall invoice CITY OF FAYETTEVILLE the standard hourly billing labor rate charged for those employees actually performing the work, plus reimbursable expenses if any. ENGINEER shall not commence work without CITY OF FAYETTEVILLE'S prior written approval. The staff shall consist of engineers, engineering technicians, and other assistants as may be necessary to carry on the work in an efficient and expeditious manner. A.4 Compensation Add the following Paragraph AAA: AAA Construction Administration Services — East Fayetteville Service Area Improvements, Contract Section I Existing Infrastructure Modifications: The maximum not -to -exceed amount for services described in Section A.2.4 Construction Administration Services — East Fayetteville Service Area Improvements, Contract Section I Existing Infrastructure Modifications is $58,800.00. 018-0031 Amendment No.4 Page 2 For clarification purposes, Amendment No. 4 increases the maximum not -to -exceed amount of the project by $58,800.00. IN WITNESS WHEREOF, CITY OF FAYETTEVILLE, ARKANSAS by and through its Mayor, and ENGINEER, by its authorized officer have caused this Amendment to be duly executed this day of 12020. CITY OF FAYETTEVILLE, ARKANSAS By: Mayor, Lioneld Jordan ATTEST: By: City Clerk OLSSON, INC. W. Chris Hall, P.E. Team Leader By: A4) t Brad B. Hammond, P.E. Office Leader END OF AMENDMENT NO. 4 TO AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES 018-0031 Amendment No.4 Page 3 i N N X J.R. STEWART PUMP & EQUIP INC, JRS 313 S.Second St West MEMPHIS AR Office (870)-735-2484 Fax (870)-735-0765 Joshua Alleman Jacobs Engineering We are pleased to offer the following items: Pump#2 Report shows it needs to be center and radial boring. The clearances you see, should be under .002 fit there fore requires to be sleeved. These clearances are what caused premature bearing and mechanical seal failures. Repair parts needed to repair Pump 2 Impeller wear ring $2,940.00 Suction wear ring $2,940.00 Shaft sleeves $3,055.00 Pump end bearing $1,795.00 Drive end bearings 3 each $2,745.00 Mechanical seal $2,975.00 O-ring $25.00 Shim Kit 3 $240.00 Lock nut $155.00 Lock washer $35.00 Freight for parts is 1000.00 Part cost for pump and freight is $17,905.00 Balance shaft and new/old impeller is $2,876.88 Labor @98.00 hour @86.73HRS is $9,856.00 Tear down and machine work is $6,568.00 Price for parts and labor are $37,205.88 SIGNATURE REQUIRED FOR PURCHASE AND P.O. # DUE TO COVID 19 ORDERS MAY IMPACTED ON LEAD TIMES. ALL PUMPS NOT IN STOCK 4 TO 10 WEEKS. Tax not included Patrick Hughey Outside sales WWW.JRSPUMP.COM Office; 870-735-2484 Cell; 901-461-7603 J.R. STEWART PUMP & EQUIP INC, JRS 313 S.Second St West MEMPHIS AR Office (870)-735-2484 Fax (870)-735-0765 Joshua Alleman Jacobs Engineering We are pleased to offer the following items; Repair 350 HP Baldor 460V 3 phase 60cycle SER M0702070027 1190 RPM 396 5011 LY. Clean, check, varnish treat & bake, Machine work, Balance, bearings, Furnish & Install new ceramic bearings per customer request. Materials and Consumables $9,789.99 Labor @98.00 a hour total $6,765.23 Price for motor rework is $16,555.22 Repair Cornell Pump 12NHG28-E20TB Replace thrust bearing $11795.00 New Impeller $9,955.00 3 shims 915.00 each. $2,745.00 Balance shaft and new impeller $2,876.88 Labor 98.00 a hour @70.98 hours $6,956.77 Tear down machine work $2,658.99 Customer provided following parts Wear ring 3 stationary bearings Impeller washer and bolt Mechanical Seal Freight price is $1,500.00 Total price Pump and motor $45,042.86 SIGNATURE REQUIRED FOR PURCHASE AND P.O. # DUE TO COVID 19 ORDERS MAY IMPACTED ON LEAD TIMES. ALL PUMPS NOT IN STOCK 4 TO 10 WEEKS. Patrick Hughey Outside sales WWW.JRSPUMP.COM Office; 870-735-2484 Cell; 901-461-7603 Jacobs 15 S. Broyles Ave Fayetteville, AR 72701 Bluebird Nest -Gourd Proposal July 31 st, 2020 Proposal The Jacobs team proposes coordinating with the City's Communications & Media team for production of a 3-5 educational video as part of a joint endeavor with NWA Master Naturalists to highlight a unique approach to bluebird conservation, facility beautification and ecological enhancement at the City's West Side WRRF. NWA Master Naturalist volunteers would like to partner with the Jacobs team to add approximately 12 Troyer Bluebird SuperGourd nesting cavities at the West Side WRRF - alongside its green infrastructure rain gardens and bioswales. We believe this endeavor and video production to be a way for all parties to positively engage a wide-ranging community, especially with current socially -distanced restrictions, that also supports the City Council's 2050 Guiding Principles of: • A naturally beautiful city • Ecosystem preservation • Well -maintained Infrastructure & Facilities • Educational, and Citizen -Science (Research) Excellence Background In 2016 a local bird enthusiast, Rick Jones, approached Jacobs and the City with the idea of expanding a local bluebird nest box monitoring program to include Woolsey Wet Prairie Sanctuary. The following year Jacobs staff installed a few additional nest boxes at the West Side WRRF. In 2019 the University of Arkansas joined nest box monitoring efforts with a research project involving nearly two dozen nest boxes within Woolsey Wet Prairie. To date, the Woolsey -West Side nest box program has documented nearly 200 fledglings of four different cavity -nesting bird species. The Jacobs team is excited to partner with NWA Master Naturalist volunteers on the next chapter of this local nest monitoring program by exploring a unique approach to bluebird conservation within the equally unique setting of the City's water recovery facility. We believe supporting expansion of the nest monitoring program within the West Side facility offers several benefits including: 1. Strengthen a mutually beneficial partnership with the NWA Master Naturalists 2. Providing staff a uniquely engaging facility maintenance experience 3. Bluebirds providing highly desirable insect -control housekeeping 4. Highlighting the value of ecological enhancement in close -to -home (or workplace) spaces 5. Providing visitors and viewers a uniquely memorable example of community beautification. Jacobs 15 S. Broyles Ave Fayetteville, AR 72701 Discussion The Jacobs team has reached out to both Troyer, the SuperGourd manufacturer, and the NWA Chapter of Master Naturalists to coordinate a multi -party endeavor that pulls together highlighting Master Naturalist expertise on local wildlife conservation, nest -box installation & monitoring and benefits offered by the Bluebird SuperGourd set-up all within the setting of the West Side WRRF. The Troyer Bluebird SuperGourd has been specifically selected for this project as it offers a unique combination of nest -cavity benefits including: 1. Durability: the white, high density plastic design provides a rot and insect resistant, UV reflective nest cavity with a +20-yr lifespan that requires virtually no annual maintenance. 2. Easy Install and Access: the nest -gourd requires minimal assembly and can easily be modified for a highly desirable Robertson -pole mount setup. A large, screw -cap lid offers easy access for nest monitoring and gourd clean -out. 3. Scalable Set-up & Clean Aesthetic: While providing a protective cavity for nesting bluebirds, the SuperGourd offers a clean and uniquely recognizable aesthetic if other city departments desired to participate in similar bluebird nest -gourd monitoring endeavors at other locations within the city. Budget/Staff Impact • Time and resources required by the City's Communications & Media team for a 3-5 minute educational video. • The NWA Chapter of Master Naturalists has offered to pay for 16 Bluebird SuperGourd set- ups (NTE $615) as contribution towards 1. an educational video featuring the organization and 2. an ongoing partnership between the Jacobs team and Master Naturalist volunteers for nest -gourd monitoring and annual data reporting. • Troyer Gourd has offered a 25% discount on their Bluebird SuperGourd and Predator Guards as contribution towards production of an educational video featuring the SuperGourd set-up. • The Jacobs Community Involvement team will complete nest -gourd assembly and installation as a monthly community volunteer project. • Nest -gourd monitoring will be an ongoing, cooperative effort between Jacobs' staff and Master Naturalist volunteers. Nest -gourds monitoring will require minimal time investment, as stations can be strategically placed along easily accessible, daily work routes. Capital Projects Update - September 2020 No. Project Description Location Contractor or Project Status Cost % Engineer Complete Under Construction 1 West Fork Lift Station & Sewer Lines Note: This is a West Fork project, with Fayetteville cost- Ward 1 Boyles Construction Active Construction $257,484 95% 2 Morningside Dr. 24" Waterline Replacement Ward 1 Kajacs Testing/Cleanup $1,595,000 98% 3 Annual Manhole Rehabilitaton (sewer) Contract City Wide Krapff Reynolds Active Construction $590,789 41% 4 1-49/Wedington Interchange Water & Sewer Relocations Wards 2 & 4 Forsgren, Inc. Active Construction $2,495,705 56% 5 Utility Relocations Hwy 16 Ward 1 Cornerstone Active Construction $1,689,781 50% 6 Electrical Improvements @ Noland WRRF (15kV Phase) Noland WRRF Midland Active Construction $1,036,491 10% 7 Hwy 170 Water & Sewer Relocations, Farmington Farmington Cisneros Fam. Mobilization $892,403 0% 8 Benson Mtn. Pump Station & Linework Wash. Co. Crossland Hvy. Material Submittals $379,870 0% 9 East Serv. Area Water: CSII - Gulley Rd. Tank Wash. Co. CB & I Material Submittals $2,517,000 0% 10 Zion Road Utility Reconstruction Note: Cost only reflects water/sewer portion of project Ward 3 Tri Star Contract Approval $2,424,965 0% 11 Cultural Arts Corridor Utility Replacements - Phase 1 Ward 2 Oelke Pre Con $644,263 0% 12 East Serv. Area Water: CSI - PSV's and PRV's Springdale Goodwin & Goodwin Contract Approval $315,139 0% 13 Kitty Creek Sewer Line Replacement Ward 3 Horseshoe Contract Approval $2,197,855 0% 14 WRRF Asphalt Microsurfacing WRRFs TBD Re -Bid Opens 9/15 TBD 0% 15 Noland WRRF Aeration Basin Gates Noland WRRF TBD Advertisement TBD 0% Engineering Design 16 Township - New tank, pump station, mains Wards 2 & 3 Olsson Easement Acquisition $754,305 95% 17 East Serv. Area Water: CSIII - Gulley & Goshen Improv's Wash. Co. Olsson Easement Acquisition 90% 18 Waterline Replacement along S. Garland Ave. Ward 1 Garver Easement Acquisition $246,450 100% 19 Waterline Replacement along Rolling Hills Dr. Ward 3 Garver Engr. Design 30% 20 Round Mountain Standpipe Rehabilitation Wash. Co. Garver Bid Prep $59,600 90% 21 Gregg Ave./Fulbright Expy. Sewer Bypass Ward 3 Hawkins -Weir ADH Review $162,130 90% 22 Benson Mtn. Water Tank Replacement Wash. Co. Hawkins -Weir Easement Acquisition $130,280 100% 23 Kessler Water Booster Pump Station Ward 1 Garver Engr. Design $311,600 0% 24 Greater Clabber Creek Area Pressure Management Ward 4 Black & Veatch Water Modeling $107,592 0% Engineering Studies & Master Plans 25 Lake Sequoyah Water Quality Improvements Ward 1 Olsson Concept Designs $114,220 82% 26 North College Water Main Replacement Evaluation Wards 2 & 3 McClelland Bond Projects Coordination $128,930 44% 27 Fire Flow Improvements Within City Limits City Wide Hawkins -Weir Water Modeling $134,720 47% 28 Biosolids Master Plan BMS & WRRFs Jacobs Final Report $254,108 81% 29 Lake Fayetteville Spillway Study -Phase 1 Ward 3 FTN Modeling $63,466 89% 30 Automated Metering Infrastructure - Task 1 City Wide Jacobs Business Model $116,450 72% 31 Wastewater Collection System Master Plan Update City Wide RJN Flow Metering $408,543 47% Note: % Complete for 'Under Construction' represents % installtion of major components; 'Engineering Design' represents the phase of document completeness; 'Engineering Studies' represents actual invoice payments. Jacobs Fayetteville Client Monthly Report for July 2020 August 20, 2020 City of Fayetteville CITY OF FAYETTEVILLE ARKANSAS Am Fa ettev Ue ON Jacobs Fayetteville - Client Monthly Report for July 2020 Saco s Contents ExecutiveSummary..................................................................................................................................................ii 1. Plant Operations.........................................................................................................................................3 1.1 Process Control........................................................................................................................................................... 3 1.2 Biosolids Process........................................................................................................................................................3 1.3 Compliance..................................................................................................................................................................4 1.4 Successes......................................................................................................................................................................4 1.5 Issues/Resolutions.................................................................................................................................................... 5 1.6 Revenue.........................................................................................................................................................................6 Table 1-1: Revenue generated from the BMS...............................................................................................................6 Figure 1-1: Revenue generated from the BMS via hay, fertilizer, and WTR.......................................................6 2. Maintenance................................................................................................................................................7 2.1 West Side....................................................................................................................................................................... 7 2.2 Noland............................................................................................................................................................................7 2.3 Biosolids Management Site...................................................................................................................................8 2.4 Lift Stations..................................................................................................................................................................9 2.5 Key Performance Indicators/Measures.......................................................................................................... 11 Figure 2-1: Labor Hours by Work Order Type............................................................................................................. 11 Figure2-2: Work Order Count by Type.......................................................................................................................... 11 2.6 Capital Improvement Projects(CIP)................................................................................................................ 12 3. Laboratory/Industrial Pretreatment...................................................................................................13 Table 3-1: Revenue generated from the Industrial Pretreatment Program(IPP)........................................ 13 Figure 3-1: IPP Revenue Generated for Surcharges, Fees, and Fines................................................................ 14 Figure 3-2: Loads of Hauled Waste by Hauler and Cumulative Loads Per Month ........................................ 14 4. Woolsey Wet Prairie................................................................................................................................15 5. Community Outreach.............................................................................................................................16 6. Sustainability............................................................................................................................................17 7. Health & Safety/Training.......................................................................................................................20 Figure 7-1: Departmental Safety Training Completed............................................................................................ 20 Appendix A. Additional Information.................................................................................................................21 A.1 Effluent & Influent Data....................................................................................................................................... 21 A.1.1 White River Effluent Characteristics................................................................................................................ 21 A.1.2 White River Effluent Characteristics — Minerals.......................................................................................... 21 A.1.3 Goose Creek Effluent Characteristics.............................................................................................................. 22 A.1.4 Paul R. Noland Influent Characteristics.......................................................................................................... 22 A.1.5 West Side Influent Characteristics.................................................................................................................... 22 A.2 Labor Status.............................................................................................................................................................. 24 Jacobs — Fayetteville Project ON Jacobs Fayetteville — Client Monthly Report for July 2020 Saco s Executive Summary In July our staff, like the rest of the world, has grown weary of the pandemic and the impact it is having on both work and personal life. With the summer heat, it has been a struggle for the field staff to maintain discipline in wearing all their regular PPE (hardhats, vests, boots, etc.) with added masks, gloves, and face shields. I have raised frequent reminders that their safety comes first, and they need to take breaks, find cool spots, get distance from everyone, and drop the masks for a moment to breathe freely. Despite this we are continuing to operate at near normal levels with no impacts to getting the needed work done. This month continues the most stringent NPDES requirements and we are working hard at Noland, in particular, to balance a two -basin operation with maintaining discharge levels below permit. This is explained further in the operations section. At BMS the continuing saga of the dryer repairs has come to an end for now. The dryer was started up early in the month and has been running well. This piece of equipment is getting closer to its end of life as maintenance becomes more frequent and more costly. For now though, trips to the landfill are ending. In August several major efforts will be undertaken levering the summer low flows. Two basins at West Side will be cleaned and needed maintenance completed. This will allow them to be put online in the fall and remove the other two basins from operation in the normal rotation. August will also bring drafts of the 2021 operating budget and a priority plan for CIP projects as we move into the second year of this 5-year renewal. I want to thank the staff, leadership, and the council (especially the Water & Sewer members) for their support and guidance as we continue to maneuver through this unprecedented period. I also encourage everyone to get out to Woolsey and see how the wet prairie is flourishing, along with the bird and rain garden projects at the West Side plant. This area is something truly unique to Fayetteville in combining these great environmental efforts at an industrial -scale wastewater facility. Jacobs — Fayetteville Project ON Jacobs Fayetteville — Client Monthly Report for July 2020 Saco s 1. Plant Operations July continues the season of restrictive permit compliance for both the Noland and West Side Water Resource Recovery Facilities (WRRF's). Carbonaceous Biochemical Oxygen Demand (CBOD), fecal coliform, and dissolved oxygen are at their most restrictive levels in the Noland permit. The Noland WRRF is continuing to operate using both aeration basins for extended aeration that will aid in breaking down the more complex carbon compounds that could increase effluent CBOD. During the drier periods throughout July, and possibly with an unprecedented impact from population and economic activity changes due to the COVID 19 pandemic, Noland has seen decreased influent flows. While running two treatment basins, it is important to maintain a minimum flow through the treatment process for the nutrient removal of phosphorus. To sustain the optimal flow, operations first used all available water from the effluent storage pond. Once this water source was exhausted, recycling strategies were employed by returning the influent through the mud -well return pumps to bypass the filter cells and flushing W3 process water in the off Line wet weather basin. One, or both process changes, will be discontinued when they are no longer needed to maintain optimal treatment performance. 1.1 Process Control Noland operations worked with BMS to start irrigation of the hay fields, utilizing 1.5 million gallons of treated effluent for this beneficial reuse success. At Noland, wasting was ceased for 3 days due to a wasting pump failure. An alternative method of wasting was attempted by using the gravity line from the return activated sludge (RAS) wet -well. This was not successful due to the thickness of the RAS impeding flow through the line. The wasting gravity line was unclogged with compressed air and a second attempt completed the transfer by diluting the RAS with water from an off Line secondary clarifier until the concentration was low enough to allow flow through the gravity Line without risk of clogging. Operations is closely monitoring RAS concentration to ensure that adequate wasting can be accomplished until the wasting pump repairs are completed. The West Side WRRF continues to see extraordinary treatment abilities well above designed flow. Due to the operational knowledge of the Jacobs team, the facility was able to treat loadings 38% above design flow for the process, while still maintaining an exceptional removal efficiency. This is based on using only half of the available treatment basins, each rated at 2.5 million gallons. This translates to a cost savings in both electricity and sampling demands. Removal efficiency was 98.9% for CBOD and 99.5% for total suspended solids (TSS). 1.2 Biosolids Process During the month of July, the WRRF's produced 1,787 net wet tons of biosolids that were passed through BMS via drying or hauling with approximately 554 wet tons applied in the solar houses prior to the thermal dryer and 906 wet tons processed directly through the thermal dryer. A total of 15 belt filter pressed loads of biosolids weighing 327 tons, and two partially dried solar loads weighing 38 tons, were transferred to area landfills at a cost of $17,456. The landfill disposal was due to a thermal dryer shut down for bearing related issues until July 111h when production resumed. Jacobs — Fayetteville Project ON Jacobs Fayetteville — Client Monthly Report for July 2020 Saco s 1.3 Compliance The Noland and West Side WRRF's effluent discharges were 100% in compliance with the National Pollutant Discharge Elimination System (NPDES) permit. Details of effluent quality, influent loadings, and electrical usage are shown in Appendix A. The semiannual fertilizer tonnage report to the Oklahoma Agriculture, Food, and Forestry Division was completed in July, as well as, the monthly Arkansas State Plant Board fertilizer tonnage report. Samples were collected on July 14t" for the 60-day fertilizer compliance assessment. The samples are tested for MPN fecal coliform, percent dry solids, and 503 regulated metals content. Data results were all within permissible levels and exhibited no unusual trends. The results of these tests demonstrate compliance to the State and Federal regulations governing biosolids processing and the continued classification of Exceptional Quality Class A fertilizer for the City of Fayetteville customers. 1.4 Successes July produced 6.58 inches of precipitation during fourteen events. Between the precipitation events, approximately 362 bales of hay were harvested, and 243 tons sold. Price per ton ranged from $54 to $95. A total of 161 tons of Water Treatment Residual (WTR) was applied. Irrigation totaled 1.5 million gallons despite the weather and effluent pump maintenance that supplies the irrigation water from the Noland facility. Fertilizer application was completed over most of the fields and the uncommon July precipitation incorporated the fertilizer into the soil nicely. Careful selection of fertilizer products through a chemistry - based design is expected to provide more efficient plant utilization of applied nutrients, while also minimizing volatilization, with no anticipated decrease in forage yield. Jacobs — Fayetteville Project 4 ON Jacobs Fayetteville — Client Monthly Report for July 2020 Saco s 1.5 Issues/Resolutions The City Vactor truck crew provided outstanding support to BMS by removing aged biosolids from the thermal dryer hopper. The material continued to present an odor issue, despite being limed, and would most Likely have generated a complaint if processed in the thermal dryer. The thermal dryer down time provided a timely opportunity for several predictive maintenance tasks, including a fill -auger bearing replacement. Access to the bearing is achieved after removal of the motor. Jacobs — Fayetteville Project 5 Jacobs Fayetteville — Client Monthly Report for July 2020 1.6 Revenue Jacobs Table 1-1: Revenue generated from the BMS Product Tons Sold/Received Revenue Generated Hay 243 $15,863 Fertilizer 152 $3,046 Water Treatment Residuals 161 $5,009 Figure 1-1: Revenue generated from the BMS via hay, fertilizer, and WTR $90,000 $80,000 $70,000 $60,000 $50,000 $40,000 $30,000 $20,000 $10, 000 Revenue Generated from the BMS o`er°met e��et ���et 0 Monthly 9 Cumulative Year to Date 0 Jacobs — Fayetteville Project 6 ON Jacobs Fayetteville — Client Monthly Report for July 2020 Saco s 2. Maintenance 2.1 West Side The anaerobic zone experienced several mixer faults that resisted all attempts to reset. Maintenance pulled and inspected each mixer to troubleshoot alignment and electrical issues. Two mounting frames required re -alignment and one fuse was replaced. The mixers were cleaned, overloads reset, and the anaerobic zones were returned to normal operation. 2.2 Noland The Noland facility experienced a W3 process line leak behind the aeration basin. This 6-inch line supplies treated effluent to water hydrants around the basin. A precision excavation around electrical conduit near the leak successfully exposed the 6-inch line for repair with a Fernco@ coupling. Jacobs — Fayetteville Project ON Jacobs Fayetteville — Client Monthly Report for July 2020 Saco s Aeration Basin Anoxic Zone. A crane was utilized to complete repairs on anoxic mixer 07. The H-frame support was allowing an unfavorable freedom of movement for the mixer. The mixer gearbox was removed, and the support bolts were severed so the H-frame could be lifted out with the mixer shaft. The new H-frame and mixer shaft were reinstalled and successfully placed back into service. Effluent Pump Station W3 effluent pump 01 experienced issues with the variable frequency drive that automatically adjusts for fluctuating plant process water demand. The drive would not take commands to start in manual or auto from the computer program. A new drive for W3 effluent pump 02 was installed at the same time, since both drives are the same age and the potential for failure was high. These pumps supply process water to the BMS for thermal dryer operation and irrigation, as well as, process water needs of the Noland WRRF. 2.3 Biosolids Management Site In -Place Machining Company, Inc. completed the thermal dryer shaft repairs on July 2nd and BMS staff began the bearing installation process. A Craft Bearing engineer was onsite during the installation as a consultant to ensure the process was completed without issue. The engineer complimented BMS staff members that performed the installation, stating the team worked well together and were very competent concerning the bearing installation process. With the bearings and related components assembled, the warm-up process began the evening of July 10th. Biosolids drying resumed July 11th and has continued uninterrupted. Jacobs — Fayetteville Project ON Jacobs Fayetteville — Client Monthly Report for July 2020 Saco s 2.4 Lift Stations Preventative maintenance motor analysis tests were completed on Hamestring pump station pump 01 and 02 motors. Motor 01 was found to have weak windings, which were shorting out the drive. Motor 02 tested good but pump issues created a drag on the motor causing the drive to experience an over temperature failure. A crane was scheduled to pull both sky lights and remove the pump and motor needing repair. The Hamestring lift station used eight 250-watt high-pressure sodium (HID high -intensity discharge) lights to illuminate the site. Most of the lights and ballasts have failed and need to be replaced. The cost of the HID repair kit for each light is $195.00, plus $25 per bulb with a duration rating of10,000 hours. A suitable replacement LED lamp was located that does not require the entire fixture to be exchanged and eliminates the need for the costly HID light repair kits. The LED lamp replacement wires directly to the 120-volt circuit with no major modifications and has a life span of 50,000 hours at a cost of $97.56 per lamp. Jacobs — Fayetteville Project Jacobs Fayetteville — Client Monthly Report for July 2020 Jacobs July provided valuable opportunities for facility maintenance and cleaning. Several of the West Side lift stations were pressure washed to clear algae and stains from concrete slabs, structures, and wood fencing, transforming the appearance of the sites. West Side Lift Stations Transformed Concrete slabs and wood fencing are renewed after removal of stains and algae Pressure Washing Renews Site Appearance Jacobs — Fayetteville Project ON Jacobs Fayetteville - Client Monthly Report for July 2020 oaco s 2.5 Key Performance Indicators/Measures Figure 2-1: Labor Hours by Work Order Type L 1, 0% ❑ 12, 0% ❑ 271, 12% ❑ 638, 2f 57, 2% ❑ administrative ❑ administrative 59, 3% ❑ corrective maintenance emergency ❑ corrective maintenance non emergency corrective maintenance from pm/pdm ❑ preventive maintenance project 1, 55% ❑safety Figure 2-2: Work Order Count by Type ❑ corrective maintenance emergency ❑ corrective maintenance non emergency corrective maintenance from pm/pdm ❑ preventive maintenance project ❑ 1714, 83' ❑ safety 4, 1 % 7 181, 9% 88, 4% Jacobs — Fayetteville Project ON Jacobs Fayetteville — Client Monthly Report for July 2020 Saco s 2.6 Capital Improvement Projects (CIP) July 2020 CIP Update 2020 Projects A purchase order was issued for 6 new Variable Frequency Drive -harmonic filter units (VFDs) for the Hamestring lift station and the West Side WRRF. The bid opening for the VFDs occurred on May 26th with Upchurch Electrical Supply submitting the lowest bid that met specifications. Upchurch's proposal was presented at the June Water & Sewer Committee meeting and received final city council approval on July 7th. The new VFDs will replace obsolete units at both locations. Repairs to the rotor of the BMS biosolids thermal dryer were completed in July. This item was pushed through approval as an emergency repair after the dryer's rotor shaft shifted in late May. A purchase order was issued for new bearings for the BMS biosolids thermal dryer to replace damaged bearings from the May event. Proposals to repair Noland influent pump station pump #2 and West Side post -aeration W3 pump #3 were presented at the July Water & Sewer Committee meeting. Both proposals are for break-in repairs due to failing equipment. Final city council approval is anticipated in August. Repairs of the West Side equalization basin mixer and return pump were added as 2020 CIP items. Proposals will be presented to the August Water and Sewer Committee with full city council approval anticipated in September. Jacobs — Fayetteville Project 1. ON Jacobs Fayetteville — Client Monthly Report for July 2020 Saco s 3. Laboratory/Industrial Pretreatment Annual Table II samples were collected for the analysis of volatiles, base/neutral acid compounds, and pesticides. Samples were collected from the Noland influent, White River effluent, West Side influent, and Goose Creek effluent and sent to American Interplex (AIC) for analysis. The results are reported annually to ADEQ by the Industrial Pretreatment department. Data results were statistically within scope and exhibited no unusual trends. Quarterly Table III samples were collected for the analysis of metals (antimony, arsenic, beryllium, cadmium, chromium, copper, lead, mercury, nickel, selenium, silver, thallium, and zinc), cyanide and total phenolics. Samples were collected from the Noland influent, White River effluent, West Side influent, and Goose Creek effluent and sent to American Interplex (AIC) for analysis. Data results were statistically within scope and exhibited 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. A temporary discharge was authorized for the University of Arkansas / VCC Construction to discharge approximately 2,000 gallons from heating water lines in the Graduate Education building to the City of Fayetteville sanitary sewer. Arkansas Portable Toilets (APT) bought The Potty House (PH) effective on July V. APT has served Central and Northwest Arkansas since 1999 with event and construction facilities. The Noland WRRF typically receives 20-25 hauled waste loads from APT and about 10-12 loads from PH. Industries communicated shutdowns and schedule changes due to the Independence Day holiday. Elkhart reported a violation for chromium in the June data report. The monthly average was 0.02 lbs/day, an exceedance of the permit limit of 0.01 lbs/day. This is their second violation this year after a violation in January. This was their last sampling period under their previous permit. With the new permit that started July 1, they would have been in compliance with the data that was submitted. Monthly surcharge and waste hauler reports were completed and sent to the city for billing. For revenue generated from the IPP, see Table 3-1 and Figure 3-1. Table 3-1: Revenue generated from the Industrial Pretreatment Program (IPP) Revenue $7 2,714.08 $2,350.00 $0.00 $0.00 Surcharges on June data Fees from hauled waste accepted in July Other fees paid in July Fines assessed in July EPC: Monthly Avg. chromium >0.01 lb/day Violations on June data (June monthly average = 0.02) Jacobs — Fayetteville Project ON Jacobs Fayetteville - Client Monthly Report for July 2020 Saco s Figure 3-1: IPP Revenue Generated for Surcharges, Fees, and Fines Revenue Generated Industrial Pretreatment Program $600,000 $ 500,000 $400,000 $300,000 $200,000 $100,000 $_ n n n n n at��C�5` ?e� �ooec �,oet �oec �a << C� Q ���e O� ore moo¢ G Monthly Surcharge Fees plus Hauled Waste Fees e Cufiiulative Fees cz Figure 3-2: Loads of Hauled Waste by Hauler and Cumulative Loads Per Month Hauled Waste Summary 60 50 40 30 20 10 OAPT OBJ OPH WRES — 10 e�NO • TOTAL Jacobs — Fayetteville Project ON Jacobs Fayetteville — Client Monthly Report for July 2020 Saco s 4. Woolsey Wet Prairie Integrated Vegetation Management (IVM) continues to focus on aggressively diminishing populations of sericea lespedeza and other high priority invasive species. In July, only 20 gallons of selective herbicide were applied for sericea lespedeza, compared to over 80 gallons in 2019 for an equal number of treatments. This decrease in applied herbicide volume represents a dramatically decreased weed population with an improved diligence of individual plant treatments. In addition to steadily decreasing the populations of invasive plants such as sericea, Johnsongrass, Callery Pear and White Sweet Clover, new locations of small carpetgrass, another high priority species within Woolsey Wet Prairie, have been located and treated. American Lotus (Nelumbo [utea) with PoRi n ato r Beetles o- Having evolved around 300 million years ago, beetles are some of the earliest known, and oft forgotten, beneficial pollinators. Following a very dry June, this month received nearly 2 inches more rainfall than July's normal average of 3.5 inches. Despite the extra precipitation, only a single wetland cell (W1) had a small puddle of surface water observed. July 2020 represents the first full month, in 19 consecutive months, that surface water was absent in most wetland cells. From 2019 through early 2020, monthly hydrologic observations point toward an exceptionally wet weather trend rather than an extraordinary summer dryness. Summer showers have occurred frequently enough to maintain wetland vegetation, which shows little sign of any drought stress. Jacobs — Fayetteville Project Jacobs Fayetteville — Client Monthly Report for July 2020 5. Community Outreach Jacobs Washington County Search and Rescue K9 Unit utilized the BMS site for training purposes. Jacobs team members conducted a road -side cleanup event and removal of invasive plant species on July 7t" Along sections of Broyles Avenue and Old Wire Road, at least eight full bags of trash were removed for the beautification and protection of these visible and vibrant thoroughfares. Jacobs — Fayetteville Project 16 ON Jacobs Fayetteville — Client Monthly Report for July 2020 Saco s 6. Sustainability Jacobs prepared and submitted the application for Water Environment Federation's (WEF) Utility of the Future Today WATER Recognition Program. This year's application category will be Partnering and Engagement and is Fayetteville's fifth RESOURCES consecutive year to participate. The program celebrates U7ILI7%I*'rOF water management utilities across the country that are 7HE engaged in advancing resource efficiency and recovery, FUTURE developing proactive relationships with stakeholders, and establishing resilient, sustainable, and livable communities. The City of Fayetteville has garnered high accolades every IUVAY year since the inception of this program in the following categories: Beneficial Solids Re -use (2016), Watershed Stewardship (2017), Energy Efficiency (2018), and Energy Regeneration and Recovery (2019). Jacobs continues to collaborate with the local chapter of certified Master Naturalists on simple ways of promoting positive visibility, facility beautification and ecological conservation with a proposal to partner with this citizen science and ecological education group on setting up a series of SuperGourd (www.troyergourds.com) bluebird nest cavities at the West Side WRRF. This endeavor will build upon bluebird nest box successes that began in 2016. The NWA Master Naturalist Board has approved funding for this project with a cost of $615 for purchasing up to 16 SuperGourd assemblies. Jacobs — Fayetteville Project 17 ON Jacobs Fayetteville — Client Monthly Report for July 2020 oaco s The Biosolids Management Site received a Chevy Bolt electric vehicle to be used primarily for sludge truck driver transportation between BMS, Noland, and West Side facilities. The Chevy Bolt is another step towards carbon footprint reduction and increased sustainability. Hamestring lift station gets an energy -efficient, cost -saving upgrade by switching from an expensive high- pressure sodium lamp to a more sustainable LED light. The LED lamp wires directly into the 120-volt circuit and boasts a life span of 50,000 hours with a light output of 12,000 lumens. By switching to the LED bulbs, the energy consumption will be lower, but with 5 times the bulb lifespan and with proper shielding that effectively directs the lumen output down to the work area. Jacobs — Fayetteville Project 18 Jacobs Fayetteville — Client Monthly Report for July 2020 Jacobs A roosting tower was constructed and installed at the West Side facility on July 301" as a prototype with the potential of housing a colony of Chimney Swifts. This vulnerable species, Chaetura pelagica, has been observed frequenting the facility in search of insects attracted by the biological treatment process and the open wetland habitat of Woolsey Wet Prairie. Having towers up before the migration season begins, could mean a fully established colony by 2021. l Providing reliable roosting sit for these valued residents, begins with habitat exploratio during their migration in late August to early September A Jacobs — Fayetteville Project 19 ON Jacobs Fayetteville — Client Monthly Report for July 2020 Saco s 7. Health & Safety/Training July was another month of success, compliance, and engagement in the areas of health and safety. The unwavering attention to pandemic response procedures continues to keep our employees and families safe and healthy. The facility achieved a total of 272 days without a recordable incident, which highlights the efforts put forth by Jacobs employees and the safety team. The structure of a successful safety program is composed of two measurable categories: inspections and corrective actions. When these areas of focus are completed, documented, and shared through training, the safety cycle is able to come full circle in the protection of its participants. The team completed a 100% inspection rate and 23 Beyond Zero Safety Observations, while the corrective actions performed by the maintenance department boasted a 100% turnover response and communication to project leadership. Travis Patton and Fayetteville's safety team delivered a training session on Emergency Response Procedures at the monthly plantwide meeting. Emergency response and evacuation is an annual training requirement, which carefully outlines site -specific procedures to be followed in an emergency. This document was developed beginning with a risk assessment to understand what can happen based upon site dynamics. The training focused on the proper response to protect employees and guests, how to stabilize and minimize the impact of the emergency, and how to conduct appropriate evacuation procedures. Donna McChristian attended a webinar on PFAS, "Part 6 —PFAS in Source and Ambient Air". The presentation focused on the air quality from the incineration destruction of perfluorooctane sulfonate (PFOS) from the clean-up of aqueous film forming foam (AFFF) used in fire -fighting procedures. Ashley Gregg attended a NACWA (National Association of Clean Water Agencies) webinar titled, "Partnerships to Reduce the Impacts from COVID-19 on the Water Sector". Figure 7-1: Departmental Safety Training Completed Safety Training ADMIN 13% OF 28 BMS 15% MAI NT 44% ❑ADMIN ❑BMS ❑MAINT ❑OPS Jacobs — Fayetteville Project 20 ON Jacobs Fayetteville - Client Monthly Report for July 2020 i aco s Appendix A. Additional Information A.1 Effluent & Influent Data A.1.1 White River Effluent Characteristics 2020 Monthly WR WR WR WR TSS WR WR WR WR D.O. pH pH Fecal Average CBOD CBOD TSS (lbs/d) Phos Phos Ammonia Ammonia Avg Min Max Coliform Flow (mg/L) (lbs/d) (mg/L) (mg/L) (lbs/d) (mg/L) (lbs/d) Min (s.u.) (s.u.) (MPN/ (MGD) (ma/L) 100mL) Permit Limit July 5.7 599 5.0 525 1.0 105.0 0.5 53 177.0 9.0 200 January 7.2 2.7 176 1.9 1 126 0.1 7.8 0.6 44 15.7 7.3 7.6 68 February 7.0 3.2 174 2.0 107 0.1 7.6 0.1 6 17.1 7.0 7.4 165 March 8.6 3.5 230 2.9 184 0.2 10.6 0.1 7 15.0 6.8 7.3 20 April 7.9 3.6 242 2.6 176 0.2 11.6 0.1 7 12.8 7.2 7.4 12 May 8.1 4.2 283 1.3 86 0.2 11.6 0.1 6 12.6 7.4 7.6 27 June 6.6 3.8 214 2.9 163 0.2 12.0 0.2 10 11.8 7.1 7.5 124 July 4.5 3.5 134 1.1 42 0.2 9.0 0.1 4 16.5 7.3 7.5 51 August September October November December Average 7.1 3.5 208 2.1 126 0.2 10.0 0.2 12 14.5 7.1 7.5 67 A.1.2 White River Effluent Characteristics - Minerals 2020 WR TDS (mo/L) WR TDS (lbs/d) WR Sulfate (mo/L) WR Sulfate (lbs/d) WR Nitrate (mo/L) WR Nitrate (lbs/d) Permit Limit July 500 52,542 119 12,505 report report January 325 20,940 76 3,809 2 105 February 320 18,531 59 3,371 4 229 March 322 22,174 110 4,899 5 214 April 314 20,907 58 3,589 6 384 May 320 21,517 71 4,737 7 440 June 368 19,845 100 5,079 8 396 July 368 14,261 96 4,692 3 156 August September October November December Average 334 19,739 81 4,311 5 275 Jacobs - Fayetteville Project 21 Jacobs Fayetteville - Client Monthly Report for July 2020 A.1.3 Goose Creek Effluent Characteristics 2020 Monthly GC GC GC TSS GC TSS Average CBOD CBOD (mg/L) (lbs/d) Flow (mg/L) (lbs/d) (MGD) .;acobs GC GC GC GC D.O. PH PH Fecal Phos Phos Ammonia Ammonia Avg Min Max Coliform (mg/L) (lbs/d) (mg/L) (lbs/d) Min (s.u.) (s.u.) (MPN/100m1) (mg/L) rermit D.3 44L.0 1 V.0 Limit July 034 I.0 03.4 I.0 03.4 0.7 0.V 7.V LUU January 10.8 2.0 167.9 1.0 84 0.07 5.9 0.2 17.4 10.7 7.1 7.5 5 February 11.1 2.0 193.1 1.0 97 0.09 8.7 0.1 9.8 10.9 7.1 7.4 5 March 11.4 2.0 189.3 1.0 95 0.25 22.7 0.2 18.9 10.2 7.1 7.4 5 April 10.5 2.0 176.3 1.0 88 0.41 35.4 0.1 8.9 10.0 7.1 7.4 5 May 11.7 2.0 198.0 1.1 100 0.34 30.8 0.1 10.7 9.7 7.2 1 7.6 7 June 7.6 2.0 130.0 1.0 64 0.22 14.5 0.14 8.3 9.1 7. 7.6 7 July 6.9 2.0 113 1.0 58 0.09 5.3 0.1 6 8.6 7.1 7.8 10 August September October November December Average 10.0 2.0 166.8 1.0 84 0.2 17.6 0.1 11.4 9.9 7.2 7.5 1 6 A.1.4 Paul R. Noland Influent Characteristics Noland Monthly Hydraulic BOD Organic TSS TSS PO4 PO4 NH3 NH3 WRRF Average Loadings Loading Loading Loading Loading Loading Loading Loading Loading Flow Percent of (lbs/d) Percent of (lbs/d) Percent of (lbs/d) Percent of (lbs/d) Percent of (MGD) Design Design Design Design Design Designed 12.6 (Annual Avg.) 29,666 23,198 765 2,250 January 8.1 64.5% 14,829 50.0% 8,503 36.7% 154 20.1% 952 42.3% February 7.7 61.2% 15,095 50.9% 8,877 38.3% 178 23.3% 819 36.4% March 7.4 58.6% 10,078 34.0% 9,525 41.1% 263 34.3% 857 38.1% April 6.1 48.6% 8,486 28.6% 6,100 26.3% 149 19.4% 650 28.9% May 7.3 57.8% 14,009 47.2% 7,951 34.3% 173 22.6% 650 28.9% June 4.6 36.8% 16,334 55.1% 9,042 39.0% 195 25.5% 710 31.6% July 4.3 34.4% 16,861 56.8% 10,098 43.5% 202 26.4% 626 27.8% August September October November December Average 6.5 51.7% 13,670 46.1% 8,585 37.0% 188 24.5% 752 33.4% A.1.5 West Side Influent Characteristics Jacobs - Fayetteville Project 22 ON Jacobs Fayetteville - Client Monthly Report for July 2020 i aco s West Side Monthly Hydraulic BOD Organic TSS TSS PO4 PO4 NH3 NH3 WRRF Average Loadings Loading Loading Loading Loading Loading Loading Loading Loading Flow Percent of (lbs/d) Percent of (lbs/d) Percent of (lbs/d) Percent of (lbs/d) Percent of (MGD) Design Design Design Design Design Designed (Annual Avg.) 10.0 14,595 14,595 584 1918 January 10.8 108.3% 11,412 78.2% 11,670 80.0% 255 43.6% 1,190 62.0% February 11.1 111.0% 10,065 69.0% 10,793 73.9% 206 35.3% 1,105 57.6% March 11.4 113.7% 9,847 67.5% 12,653 86.7% 188 32.2% 1,226 63.9% April 10.5 105.0% 9,307 63.8% 9,950 68.2% 139 23.8% 1,264 65.9% May 11.7 116.8% 8,921 61.1% 8,923 1 61.1% 171 29.2% 1,136 59.2% June 7.6 76.3% 9,810 67.2% 65.8% 139 23.8% 1,118 58.3% July August September 6.9 69.0% 9,833 67.4% 10,522 72.1% 220 37.7% 11063 55.4% October November December Average 10.0 100.0% 9,885 67.7% 10,588 72.5% 188 32.3% 1,157 60.3% Jacobs - Fayetteville Project 23 I Jacobs Fayetteville - Client Monthly Report for July 2020 jaco s A.2 Labor Status Department Job Title Employee Name Fayetteville % FTE Admin Area Manager Greg Weeks 95.00% Admin Assistant Project Manager Matt Benton 60.00% Admin - Operations Operations Manager Tim Luther 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 Lead Operator Jerry Genz 100.00% BMS Lead Operator John Tenberge 100.00% BMS Equipment Operator Johnnie Deason 100.00% BMS Equipment Operator Anthony DeJesus 100.00% BMS Equipment Operator Rick Witherspoon 100.00% BMS Equipment Operator Chris Howard 100.00% BMS Equipment Operator Vacant 100.00% BMS Operator I David Dajani 100.00% BMS Operator Peter Burrow 100.00% BMS Operator In Training Ben Shondelmyer 100.00% BMS Operator In Training Rony Ralpho 100.00% BMS Mechanic Mike Reed 100.00% LAB Admin-Lab/IPP Supervisor Thom Vinson 90.00% LAB Industrial Pretreatment Coordinator Ashley Gregg 100.00% LAB Lead Laboratory Analyst Nicholas King 100.00% LAB Laboratory Analyst II Donna McChristian 90.00% LAB Laboratory Analyst Rebecca Anderson 100.00% Maint Maintenance Supervisor Joshua Apeman 100.00% Maint Lead Mechanic Brian Daniels 80.00% Maint Lead Electrician Tim Marr 100.00% Maint Mechanic Rick Scott 100.00% Maint Mechanic Buddy Carter 100.00% Maint Mechanic Steve Cook 100.00% Maint Mechanic Michael Spohn 100.00% Maint Mechanic Stan Mathis 100.00% Maint Mechanic David Abbott 100.00% Maint Mechanic Vacant 100.00% Operations Operations Supervisor Austin Ramsfield 100.00% Operations Operator II Shawn Santellanes 100.00% Operations Operator I Anthony Ramsfield 100.00% Operations Operator I Travis Patton 100.00% Operations Operator Justin Sweeney 100.00% Jacobs - Fayetteville Project I Jacobs Fayetteville — Client Monthly Report for July 2020 oaco s Operations Operator In Training Tom Meunier 100.00% Operations Operator In Training Grace Germon 100.00% Operations Operator In Training Rick Dollarhide 100.00% Operations Operator In Training Kasey Lybrant 100.00% Operations Operator In Training Gabriel Graham 100.00% SCADA SCADA Supervisor Mayo Miller 100.00% SCADA Instrument & Control Tech Pat Cooley 95.00% SCADA Instrument & Control Tech Vacant 100.00% Authorized Positions = 48.0 Filled Positions = 45.0 Filled FTE's= 43.7 TEMPSR BMS Engineering Intern, U of A Will Franke 100.00% Admin Engineering Intern, U of A Summer Wilkie 100.00% Maint Engineering Intern, U of A Leonides Moreno 100.00% SPECIAL PROJECTS (Performed in scope) Area Reason Name Hours Maintenance Asset Manager Support Turley, Johnny D (JD) 46 Maintenance Asset Manager Support Bass, Edward Lee 41.4 SCADA Network Upgrade Campos, Edgar 8.25 Jacobs — Fayetteville Project 25