Public Works Committee

1 VILLAGE OF WATERFORD PUBLIC WORKS & UTILITIES COMMITTEE July 17, 2023, 4:00 pm 801 Ela Avenue 1. Call to Order 2. Roll Call 3. Comments and Correspondence 4. Public Appearances: 5. Reading and Approval of Min: 6-19-23 PW&U 6. Special Event Permits: 7. Reports: Streets Supervisor, Parks Supervisor, Engineer New Business 1. Proposal discussion on the cleaning of water tower No. 2 exterior; consider an appropriate motion for action. 2. Proposal discussion & the DNR inspection requirements of the raw water and backwash tank; consider an appropriate motion for action. 3. Discussion on Fairview Pavement Maintenance Award Recommendation from Baxter and Woodman; consider an appropriate motion for action. Adjournment Public Notice Questions regarding the nature of the agenda items or more detail on the agenda items listed above scheduled to be considered by the governmental body listed above can be directed to Zeke Jackson, Village Administrator at 262-806-1750 or at zjackson@waterfordwi.org. It is possible that members of and possibly a quorum of members of other governmental bodies of the municipality may be in attendance at the above-stated meeting to gather information; no action will be taken by any governmental body at the above-stated meeting other than the governmental body specifically referred to above in this notice. Upon reasonable notice, a good faith effort will be made to accommodate the needs of disabled individuals through sign language interpreters or other auxiliary aid at no cost to the individual to participate in public meetings. Due to the difficulty in finding interpreters, requests should be made as far in advance as possible preferably a minimum of 48 hours. For additional information or to request this service, contact the Village Staff at 262-806-1750, or by writing to the Village Administrator at the Village Administration Building, 123 N. River St, Waterford WI, 53185 Copies of reports and other supporting documentation are available for review at the Village Administrator’s Office, Administration Building, 123 N. River St, Waterford WI 53185 during operating hours. (8 a.m. – 4 p.m. Monday - Thursday). Posted: 7/13/2023; 12:00 p.m.  2 VILLAGE OF WATERFORD Public Works & Utilities Committee Meeting Minutes 801 Ela Ave. – DPW Building June 19, 2023 - Unapproved Meeting was called to order by Chair Koeller at 4:00 pm. Present: Fred Koeller, Pat Goldammer, Kim Migazzi, Don Houston Others present: Mike Sponholtz, Rick Huening, Zeke Jackson, Alysa Robbins, Brett Biwer; Village Engineer, Scott Gunderson; Waterford Lion’s Club, Andy Ewart-Village Trustee Minutes: Motion by Houston to approve the 05-15-2023 minutes. Second by Koeller. All aye. Motion carried. Reports: Streets and Utilities Supervisor Huening spoke on updates in the Department of Public Works. Parks and Facilities Supervisor Sponholtz gave updates on the Department of Parks and Facilities. New Business: 1- Review of Lion’s Club Park Agreement. Motion to approve disclaimer additions and provide copy to Lion’s Club by Houston. Second by Koeller. All aye. Motion carried. 2- Review of bids received for RFP 05082023 Whitford Park Pavilion improvements. Motion to recommend bid from Tri County in the amount of $32,570.68 and bid alternate in the amount of $2726.12 to the Village Board for approval by Koeller. Second by Goldammer. All aye. Motion carried. 3- Discussion on ROW acquisition options for Main Street reconstruction project. Motion to table by Houston. Second by Goldammer. All aye. Motion carried. 4- Review and discussion on proposed playground equipment plan for Ten Club Park. Motion to approve plan section A & B and recommend purchase for consideration to the Village Board by Koeller. Second by Goldammer. All aye. Motion carried. 5- Discussion on the creation of a Historic Preservation Committee. Motion to recommendation to the Village Board to create a Historic Preservation Committee who would work under a framework of items as directed by the Village Board. Motion by Houston to adjourn at 5:17 p.m. Second by Goldammer. All aye. Motion carried. Respectfully submitted by, Alysa Robbins, Administrative Clerk  3 VILLAGE OF WATERFORD PUBLIC WORKS AND UTILITY MEETING For additional information: http://www.waterfordwi.org Meeting Date: July 2023 Public works:  Crews have been very busy setting up and taking down for events.  Asphalt patches at repaired storm inlets in Fairview are completed.  Spot asphalt patching is underway.  Roadsides have been mowed.  Crew loaded fireworks.  Update on chip seal project in Fairview. Utilities:  90 fire hydrants were painted.  Leak survey should be starting next week.  Rover inspection of water tower 1 interior paint and exterior is complete waiting for report.  Pumping daily totals averaged 750,000 gallons for June.  Water levels continue to be normal at all wells.  Update on PFAS for DNR Rick Huening Public Works/Utilities Supervisor Name: i:\1. 2017 agendas\board\2017_04\02a br 2017 bridenhagen.docx Created: 4/13/2017 4:46 PM Printed: 4/14/2017 2:38 PM Author: Robert Kufrin Last Saved By: Zeke Jackson Revision: 2  [TOC_1]Cover Letter[TOC] 4 June 27, 2023 Jim Bergles Waterford Water Utility 801 Ela Avenue Waterford, WI 53185 Project: 2023 WDNR Drinking Water Requirements Work Order: CB06452 Received: 06/14/23 PWS ID: 25202023 Enclosed are the results of analyses for samples received by our laboratory on 6/14/2023. If you have any questions concerning this report, please feel free to contact a client service representative at clientservices@nlslab.com. Sincerely, Steven M. Hefter For Client Services Northern Lake Service, Inc.  5 Waterford Water Utility Project: 2023 WDNR Drinking Water Requirements 801 Ela Avenue Project Number: 2023 WDNR Drinking Water Requirements Reported: Work Order: Waterford, WI 53185 Project Manager: Jim Bergles 6/27/23 14:51 CB06452 [TOC_1]Samples in Report[TOC] Sample Summary Descriptions of all qualifiers listed throughout this report can be found on the Qualifiers and Definitions Page. Lab ID Sample Matrix Sample Type Qualifiers Date Sampled Date Received CB06452-01 EP3 (PFAS) DW 6/12/23 13:10 6/14/23 9:15 CB06452-03 EP1 (PFAS) DW 6/12/23 13:20 6/14/23 9:15 CB06452-04 EP1 Field Blank DW 6/12/23 13:20 6/14/23 9:15 CB06452-05 EP200 (PFAS) DW 6/12/23 13:40 6/14/23 9:15 Analysis Qualifiers: LabNumber Analysis Qualifier CB06452-01 537.1 Perfluorinated Chemicals by LC/MS/MS FBNA1 CB06452-05 537.1 Perfluorinated Chemicals by LC/MS/MS FBNA1 Cancelled Tests: Lab ID Sample Analysis Cancelled Initials CB06452-02 EP3 Field Blank Perfluorinated Chemicals by EPA Method 537.1 FB 6/21/23 9:16 CSC CB06452-06 EP200 Field Blank Perfluorinated Chemicals by EPA Method 537.1 FB 6/21/23 9:16 CSC The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document. No duplication of this report is allowed, except in its entirety. Page 2 of 9  6 Waterford Water Utility Project: 2023 WDNR Drinking Water Requirements 801 Ela Avenue Project Number: 2023 WDNR Drinking Water Requirements Reported: Work Order: Waterford, WI 53185 Project Manager: Jim Bergles 6/27/23 14:51 CB06452 Sample Results [TOC_1]Sample Results[TOC] Sample: EP3 (PFAS) CB06452-01 (DW) Sampled: 06/12/23 13:10 Analyte Result Qualifier LOD LOQ MCL Units Date Prepared Date Analyzed Analyst Method Lab Cert Code Semi-Volatiles 11-chloroeicosafluoro-3-oxaundecane-1-sulfonic ND 0.32 1.0 ng/L 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 acid (11Cl-PF3OUdS) 9-chlorohexadecafluoro-3-oxanonane-1-sulfonic ND 0.35 1.1 ng/L 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 acid (9Cl-PF3ONS) 4,8-dioxa-3H-perfluorononanoic acid (ADONA) ND 0.38 1.2 ng/L 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 hexafluoropropylene oxide dimer acid (HFPO DA) ND 0.42 1.4 ng/L 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 N-ethyl perfluorooctanesulfonamidoacetic acid ND 0.48 1.6 ng/L 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 (NEtFOSAA) n-methyl perfluorooctanesulfonamidoacetic acid ND 0.41 1.3 ng/L 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 (NMeFOSAA) perfluorobutanesulfonic acid (PFBS) ND 0.31 1.0 ng/L 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 perfluorodecanoic acid (PFDA) ND 0.34 1.1 ng/L 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 perfluorododecanoic acid (PFDoA) ND 0.23 0.79 ng/L 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 perfluoroheptanoic acid (PFHpA) ND 0.45 1.5 ng/L 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 perfluorohexanoic acid (PFHxA) ND 0.48 1.6 ng/L 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 perfluorohexanesulfonic acid (PFHxS) ND 0.35 1.1 ng/L 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 perfluorononanoic acid (PFNA) ND 0.47 1.5 ng/L 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 perfluorooctanoic acid (PFOA) ND 0.50 1.6 ng/L 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 perfluorooctanesulfonic acid (PFOS) ND 0.32 1.0 ng/L 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 perfluorotetradecanoic acid (PFTA) ND 0.35 1.1 ng/L 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 perfluorotridecanoic acid (PFTrDA) ND 0.44 1.4 ng/L 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 perfluoroundecanoic acid (PFUnA) ND 0.31 1.0 ng/L 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 Surrogate: (SURR) C13-PFHxA 94% Limits: 70-130% 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 Surrogate: (SURR) C13-HFPODA 92% Limits: 70-130% 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 Surrogate: (SURR) C13-PFDA 97% Limits: 70-130% 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 Surrogate: (SURR) d5-NEtFOSAA 88% Limits: 70-130% 6/19/23 12:45 6/20/23 16:21 RAW EPA 537.1, Rev 2.0 2 The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document. No duplication of this report is allowed, except in its entirety. Page 3 of 9  7 Waterford Water Utility Project: 2023 WDNR Drinking Water Requirements 801 Ela Avenue Project Number: 2023 WDNR Drinking Water Requirements Reported: Work Order: Waterford, WI 53185 Project Manager: Jim Bergles 6/27/23 14:51 CB06452 Sample: EP1 (PFAS) CB06452-03 (DW) Sampled: 06/12/23 13:20 Analyte Result Qualifier LOD LOQ MCL Units Date Prepared Date Analyzed Analyst Method Lab Cert Code Semi-Volatiles 11-chloroeicosafluoro-3-oxaundecane-1-sulfonic ND 0.32 1.0 ng/L 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 acid (11Cl-PF3OUdS) 9-chlorohexadecafluoro-3-oxanonane-1-sulfonic ND 0.35 1.1 ng/L 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 acid (9Cl-PF3ONS) 4,8-dioxa-3H-perfluorononanoic acid (ADONA) ND 0.38 1.2 ng/L 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 hexafluoropropylene oxide dimer acid (HFPO DA) ND 0.42 1.4 ng/L 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 N-ethyl perfluorooctanesulfonamidoacetic acid ND 0.48 1.6 ng/L 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 (NEtFOSAA) n-methyl perfluorooctanesulfonamidoacetic acid ND 0.41 1.3 ng/L 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 (NMeFOSAA) perfluorobutanesulfonic acid (PFBS) 2.0 0.31 1.0 ng/L 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 perfluorodecanoic acid (PFDA) ND 0.34 1.1 ng/L 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 perfluorododecanoic acid (PFDoA) ND 0.23 0.79 ng/L 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 perfluoroheptanoic acid (PFHpA) 0.52 J 0.45 1.5 ng/L 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 perfluorohexanoic acid (PFHxA) 0.96 J 0.48 1.6 ng/L 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 perfluorohexanesulfonic acid (PFHxS) 1.3 0.35 1.1 ng/L 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 perfluorononanoic acid (PFNA) ND 0.47 1.5 ng/L 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 perfluorooctanoic acid (PFOA) 1.3 J 0.50 1.6 ng/L 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 perfluorooctanesulfonic acid (PFOS) 2.2 0.32 1.0 ng/L 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 perfluorotetradecanoic acid (PFTA) ND 0.35 1.1 ng/L 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 perfluorotridecanoic acid (PFTrDA) ND 0.44 1.4 ng/L 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 perfluoroundecanoic acid (PFUnA) ND 0.31 1.0 ng/L 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 Surrogate: (SURR) C13-PFHxA 95% Limits: 70-130% 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 Surrogate: (SURR) C13-HFPODA 92% Limits: 70-130% 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 Surrogate: (SURR) C13-PFDA 98% Limits: 70-130% 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 Surrogate: (SURR) d5-NEtFOSAA 87% Limits: 70-130% 6/19/23 12:45 6/20/23 16:47 RAW EPA 537.1, Rev 2.0 2 The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document. No duplication of this report is allowed, except in its entirety. Page 4 of 9  8 Waterford Water Utility Project: 2023 WDNR Drinking Water Requirements 801 Ela Avenue Project Number: 2023 WDNR Drinking Water Requirements Reported: Work Order: Waterford, WI 53185 Project Manager: Jim Bergles 6/27/23 14:51 CB06452 Sample: EP1 Field Blank CB06452-04 (DW) Sampled: 06/12/23 13:20 Analyte Result Qualifier LOD LOQ MCL Units Date Prepared Date Analyzed Analyst Method Lab Cert Code Semi-Volatiles 11-chloroeicosafluoro-3-oxaundecane-1-sulfonic ND 0.31 1.0 ng/L 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 acid (11Cl-PF3OUdS) 9-chlorohexadecafluoro-3-oxanonane-1-sulfonic ND 0.34 1.1 ng/L 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 acid (9Cl-PF3ONS) 4,8-dioxa-3H-perfluorononanoic acid (ADONA) ND 0.37 1.2 ng/L 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 hexafluoropropylene oxide dimer acid (HFPO DA) ND 0.41 1.4 ng/L 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 N-ethyl perfluorooctanesulfonamidoacetic acid ND 0.47 1.6 ng/L 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 (NEtFOSAA) n-methyl perfluorooctanesulfonamidoacetic acid ND 0.40 1.3 ng/L 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 (NMeFOSAA) perfluorobutanesulfonic acid (PFBS) ND 0.30 1.0 ng/L 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 perfluorodecanoic acid (PFDA) ND 0.33 1.1 ng/L 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 perfluorododecanoic acid (PFDoA) ND 0.23 0.77 ng/L 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 perfluoroheptanoic acid (PFHpA) ND 0.44 1.5 ng/L 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 perfluorohexanoic acid (PFHxA) ND 0.47 1.6 ng/L 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 perfluorohexanesulfonic acid (PFHxS) ND 0.34 1.1 ng/L 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 perfluorononanoic acid (PFNA) ND 0.46 1.5 ng/L 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 perfluorooctanoic acid (PFOA) ND 0.49 1.6 ng/L 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 perfluorooctanesulfonic acid (PFOS) ND 0.31 1.0 ng/L 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 perfluorotetradecanoic acid (PFTA) ND 0.34 1.1 ng/L 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 perfluorotridecanoic acid (PFTrDA) ND 0.43 1.4 ng/L 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 perfluoroundecanoic acid (PFUnA) ND 0.30 1.0 ng/L 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 Surrogate: (SURR) C13-PFHxA 95% Limits: 70-130% 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 Surrogate: (SURR) C13-HFPODA 94% Limits: 70-130% 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 Surrogate: (SURR) C13-PFDA 99% Limits: 70-130% 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 Surrogate: (SURR) d5-NEtFOSAA 94% Limits: 70-130% 6/22/23 12:50 6/24/23 10:26 RAW EPA 537.1, Rev 2.0 2 The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document. No duplication of this report is allowed, except in its entirety. Page 5 of 9  9 Waterford Water Utility Project: 2023 WDNR Drinking Water Requirements 801 Ela Avenue Project Number: 2023 WDNR Drinking Water Requirements Reported: Work Order: Waterford, WI 53185 Project Manager: Jim Bergles 6/27/23 14:51 CB06452 Sample: EP200 (PFAS) CB06452-05 (DW) Sampled: 06/12/23 13:40 Analyte Result Qualifier LOD LOQ MCL Units Date Prepared Date Analyzed Analyst Method Lab Cert Code Semi-Volatiles 11-chloroeicosafluoro-3-oxaundecane-1-sulfonic ND 0.30 0.98 ng/L 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 acid (11Cl-PF3OUdS) 9-chlorohexadecafluoro-3-oxanonane-1-sulfonic ND 0.33 1.1 ng/L 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 acid (9Cl-PF3ONS) 4,8-dioxa-3H-perfluorononanoic acid (ADONA) ND 0.36 1.2 ng/L 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 hexafluoropropylene oxide dimer acid (HFPO DA) ND 0.40 1.4 ng/L 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 N-ethyl perfluorooctanesulfonamidoacetic acid ND 0.46 1.6 ng/L 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 (NEtFOSAA) n-methyl perfluorooctanesulfonamidoacetic acid ND 0.39 1.3 ng/L 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 (NMeFOSAA) perfluorobutanesulfonic acid (PFBS) ND 0.29 0.98 ng/L 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 perfluorodecanoic acid (PFDA) ND 0.32 1.1 ng/L 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 perfluorododecanoic acid (PFDoA) ND 0.23 0.75 ng/L 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 perfluoroheptanoic acid (PFHpA) ND 0.43 1.5 ng/L 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 perfluorohexanoic acid (PFHxA) ND 0.46 1.6 ng/L 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 perfluorohexanesulfonic acid (PFHxS) ND 0.33 1.1 ng/L 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 perfluorononanoic acid (PFNA) ND 0.45 1.5 ng/L 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 perfluorooctanoic acid (PFOA) ND 0.48 1.6 ng/L 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 perfluorooctanesulfonic acid (PFOS) ND 0.30 0.98 ng/L 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 perfluorotetradecanoic acid (PFTA) ND 0.33 1.1 ng/L 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 perfluorotridecanoic acid (PFTrDA) ND 0.42 1.4 ng/L 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 perfluoroundecanoic acid (PFUnA) ND 0.29 0.98 ng/L 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 Surrogate: (SURR) C13-PFHxA 90% Limits: 70-130% 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 Surrogate: (SURR) C13-HFPODA 90% Limits: 70-130% 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 Surrogate: (SURR) C13-PFDA 97% Limits: 70-130% 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 Surrogate: (SURR) d5-NEtFOSAA 90% Limits: 70-130% 6/19/23 12:45 6/20/23 17:13 RAW EPA 537.1, Rev 2.0 2 The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document. No duplication of this report is allowed, except in its entirety. Page 6 of 9  10 Waterford Water Utility Project: 2023 WDNR Drinking Water Requirements 801 Ela Avenue Project Number: 2023 WDNR Drinking Water Requirements Reported: Work Order: Waterford, WI 53185 Project Manager: Jim Bergles 6/27/23 14:51 CB06452 [TOC_1]Certifications[TOC] List of Certifications Code Description Number Expires 2 NLS (Crandon) WDNR Laboratory ID No. 721026460 8/31/23 The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document. No duplication of this report is allowed, except in its entirety. Page 7 of 9  11 Waterford Water Utility Project: 2023 WDNR Drinking Water Requirements 801 Ela Avenue Project Number: 2023 WDNR Drinking Water Requirements Reported: Work Order: Waterford, WI 53185 Project Manager: Jim Bergles 6/27/23 14:51 CB06452 [TOC_1]Qualifiers and Qualifiers and Definitions Definitions[TOC] Item Definition FBNA1 The field sample had no detects at or greater than 2.0 ng/L, per the WDNR the corresponding field reagent blank was not required to be analyzed. J Result is between LOD and LOQ and considered to be within a region of less-certain quantitation. ND Analyte NOT DETECTED at or above the LOD or MRL. LOD Limit of Detection. LOQ Limit of Quantitation. NA Not Applicable. Dry Dry Weight Basis. Wet Wet Weight Basis. % Dry Equal to: (mg/kg dry) / 10000. 1000 ug/L Equal to: 1 mg/L. MCL Maximum Contaminant Levels for Drinking Water Samples. Shaded results indicate >MCL. RPD Relative Percent Difference. %REC Percent Recovery. Source Sample that was matrix spiked or duplicated. All LOD/LOQs adjusted to reflect preparation volumes, dilutions, and/or solids content. The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document. No duplication of this report is allowed, except in its entirety. Page 8 of 9 12 13 14 15 16 17 18 19  20 VILLAGE OF WATERFORD PUBLIC WORKS AND UTILITY MEETING Facilities and parks update Meeting Date: July 17 2023 Facilities -Ongoing general maintenance, cleaning and repairs of the Library, Village hall, DPW, Parks facilities and other various facilities projects. Managing various contractors, performing PM on the HVAC, fire protection and alarm systems. -Repaired 6 leaking windows at the library. 3 new pieces of glass are still needed. Another compressor motor has failed, continued trips on the roof to reset compressors. -Preparing for remodeling projects at the Whitford park bathrooms, pavilion, Seidel building and ball field buildings. -Working on plans and logistics for the 10 club bathroom/concession stand. Parks -On going watering, weeding, mowing, mulching, garbage pick up, bathroom cleaning and general maintenance. -Daily inspections and discussions with the 10 club park construction project. All moving along well, the cap along the retaining wall was completed, Rip Rap installed, new railings were measured and ordered, electrical work proceeding and the canoe launch area has been worked on this month. -Removed a large downed willow tree at Whitford Park as well as a dead maple in 10 Club Park. Saving the wood for the Ice Rink fire Pit. -On going work on summer events, such as Celebrate Waterford, Food and Fun on First, River Rhythms, Movies in the parks, Theatre group events, baseball tournaments and building rentals. Facilities and Parks supervisor. Mike Sponholtz  21 VILLAGE OF WATERFORD Engineer’s Report July 12, 2023 Danielson St. & Augusta Paving / Whitford Park Paving – Project No. 221301  The bid by Stark Pavement Corp ($674,320.15) was approved by the Village on 9/12/22.  Augusta and Whitford Park are complete.  Payment recommendation #2 has been forwarded to the Village.  Our final payment recommendation of the retainage ($32,793.59) and close out documents will be forwarded to the Village when received from the contractor. Tetzlaf “The Armory Self Storage” Review – Project No. 222115  We received plans for a self-storage facility north of Gravity Ct in the Mercury Development.  The public water main extension plans and WDNR forms have not been submitted for review.  Review comments were forwarded to the Village and design engineer on 12/21/22. Neumann Homes Development – Project No. 221632  Neumann Homes is interested in developing the area north of Trailside Elementary on the east and west sides of N. Milwaukee.  Plans and stormwater calculations for Phase 1 of the development east of Loomis Road were submitted by the Developer on 7/6/23 and are currently under review. Space Squared Self Storage Review – Project No. 220614  We received plans for a self-storage facility at the corner of STH 83 and Park Dr.  Conditional approval recommendation was sent to the design engineer and the Village on 3/22/23. Ideal Process Review – Project No. 222586  We received plans for a building expansion project at Ideal Process on Ela Ave.  Draft review comments were completed on 12/14/22 and sent to the Village. 7th Street (Foat) Multi-Family Review – Project No. 222587  We received plans for a two building multi-family project on 7 th Street.  The project was conditionally approved on 4/17/23. Site changes were made after the conditional approval.  Revised plans were received on 7/10/23 and are currently under review. Spanky’s Tavern Review – Project No. 230062  A new Spanky’s Tavern is proposed in the Mercury Business Park.  Engineering plans were received on 6/30/23.  Draft review comments were completed on 7/5/23 and sent to the Village. Page 1 of 3 P:\WATRF\General\Admin\Monthly Reports\2023\07-2023\07-12-23.docx  22 VILLAGE OF WATERFORD Engineer’s Report July 12, 2023 Update Roadway Improvements – Project No. 230314  We are working on budgetary costs to chip seal Ivy Glen Neighborhood roads and reconstruct Rivermoor roads and relay the water main. Page 2 of 3 P:\WATRF\General\Admin\Monthly Reports\2023\07-2023\07-12-23.docx  23 VILLAGE OF WATERFORD Engineer’s Report July 12, 2023 Fairview Pavement Maintenance – Project No. 230098  The bid opening is 7/13/23. Saturn 5 Self Storage – Project No. 230648  We have reviewed the Saturn 5 Self Storage project at the east end of 6 th Street in the Mercury Subdivision.  The project was conditionally approved on 4/10/23. Pro-Health Clinic – Project No. 2325157  We received engineering plans for this project located at Gemini Lots 7 & 10 on 4/11/23.  Our conditional approval recommendation was forwarded to the Village and design engineer on 05/18/23. East Main Street Reconstruction – Project No. 2325354:  We have been working on the project scope and design fees to discuss with the Village. Well 6 Planning – Project No. 180435  This project will replace the capacity of existing Well 1 and Well 3 and allow the Village to obtain more water from the existing central treatment facility on Cornerstone Crossing.  We recommend the Village simply submit a new Intent to Apply with the Wisconsin Department of Natural Resources by September 30, 2023, request Authority to Construct from the Public Service Commission of Wisconsin, pass a reimbursement resolution for the project after September 30, 2023, and have the plans and specifications ready for submittal by June 30, 2024. Page 3 of 3 P:\WATRF\General\Admin\Monthly Reports\2023\07-2023\07-12-23.docx  24 National Wash Authority, LLC dba Midwest Mobile Washers 100 N Jackson Street Morrison, IL 61270 (800) 804-7517 aswashboy@frontiernet.net wwww.watertowercleaners.com Proposal ADDRESS PROPOSAL # 2550 Village of Waterford DATE 07/05/2023 Attn: Rick Huening EXPIRATION DATE 12/31/2023 801 Ela Ave Waterford, WI 53185 262-534-4069 rhuening@waterfordwi.org SERVICES AMOUNT National Wash Authority, LLC (dba Midwest Mobile Washers) along with Thirty-one years of water storage tank cleaning experience, proposes the following for Village of Waterford. National Wash Authority/Midwest Mobile Washers is a Female owned business. National Wash Authority has successfully and safely cleaned over 3,000 plus water storage tanks in several States without any incidents and never has had any time loss of work, due to an Injury! We are a safe and compliant workplace of 31 years. LOCATION OF JOB SITE: WATER TOWER 2, 801 ELA AVE, WATERFORD, WI. SERVICES TO BE RENDERED ON JOB SITE: We will render the proper and standard cleaning procedures to the industry (AWWA-SSPC- NACE) to clean and remove mildew/algae growth on the exterior sides of a water storage tank(s). TANK DESCRIPTION: 400,000 GALLONS WATERSPHEROID @ 145' TO TOP. IF 8,900.00 TOWER IS HIGHER THAN 150', AN EXTRA CHARGE WILL BE APPLIED TO ACCOMMODATE ACCESS TO TANK. Painted with the product Tenemic 1028 dryfall. DESCRIPTION OF SERVICES: Pre-soak system of a soapy bleach applied at low psi application or thru pressure washing equipment utilizing chemical injectors to apply the product. Once the root of the mildew/algae has been killed we will then use a "Soft Wash rinse application" to flush off debris. (With lower psi) Its very important that when high psi is used it can cause damage and/or leave a wand pattern shadow look on the tanks surface, once cleaned. This is old school practice and not the best method on older paint systems. We use a 100% frictionless procedure to access your tank. No cable hanging/No wheel baskets/No hanging apparatice will be used to clean your tanks surface. Our company will utilize an aerial manlift to access the tanks surface working directly next to the tank with no attachments 100% frictionless cleaning applications. Proper pressure wash nozzles, equipment and techniques are required to wash a water tower's surface. Water tank coatings may have thin paint, cracked paint, bubbled paint, chipped paint, oxidized paint and peeling paint which all play a vital role of how a tanks surface needs to be cleaned. With our pre-soak system treatment and flush type system (large nozzle sizes) we call "Soft  25 SERVICES AMOUNT Wash Method" of using less than 800 psi to clean a tank. No high pressure cleaning or blasting is required to clean your tanks surface. Once your tank is cleaned, we apply an anti-mildew inhibitor to slow down the return of mildew staining. This is just an aid it will not prevent mildew from not growing. © 2017 National Wash Authority, LLC Condensation of a tank, water temperature in the tank, condition of paint on a tank, environment of setting of a tank, water usage of the tank, atmosphere dust, blowing debris onto a tank and Seasonal changes by Mother Nature all determine on the re-growth of mildew on a tanks coating system. We pride ourselves over any Competition by being a Safety & Compliant Company. * Employee's are Certified on lift equipment. (Have operator cards) * Prevailing wages scales are met. Where applicable. * Background checks done on ALL employee's. * We are an Accident Free Work Place! * Thirty-one years of NO lost time of work DUE TO AN INJURY! * 100% TOTALLY FRICTIONLESS CLEANING TREATMENT of a tanks surface. All cleaning agents used are biodegradable and are environmentally friendly. All safety equipment will be used by OSHA requirements (Miller safety harness' or equivalent). All equipment, safety devices, crane and aeriel machinery are included in this bid. Enclosed is a copy of our General Liability Insurance coverage. Our employees' are fully covered under our Workman's Compensation insurance. ANY AND ALL OTHER INSURANCE REQUIREMENTS ABOVE AND BEYOND OUR CURRENT INSURANCE COVERAGES, WILL BE AN ADDITIONAL CHARGE ADDED TO THE CURRENT PROPOSAL PRICE IF REQUIRED BY YOUR MUNICIPALITY. This proposal terminates if not accepted by December 31, 2023. We are the Original Founders of adding an anti-mildew inhibitors to the tanks surface. Most recent, after two years of research we are the Proud Founders of the "Soft Wash Cleaning Treatment" to water tanks as well! Our Company is the only one whom renders a Soft Wash Cleaning Treatment in our Industry! OPTIONAL SERVICES Rust stain removal/rust streak removal Contact us for Proposal for removing rust stains/streaks or Iron stains on a tanks painted surface. © 2017 National Wash Authority, LLC THIS PROPOSAL IS COPYRIGHT PROTECTED. TOTAL CONFIDENTIALITY: This Proposal/Quotation and any files transmitted with it may contain information propietary to National Wash Authority, $8,900.00 LLC/Midwest Mobile Washers, and are intended solely for the use of the individual or entity to whom they are addressed, shall be maintained in confidence and not disclosed to third parties without the written consent of National Wash Authority, LLC/Midwest Mobile Washers. All information on this Proposal/Quotation is not to be copied, reprinted or used as specifications for any other RFP's. Procedures, methods and products are not to be copied, shown or reprinted to any third party. © 2017 National Wash Authority, LLC Accepted By Accepted Date  CERTIFICATE OF LIABILITY INSURANCE 26 DATE (MM/DD/YYYY) 4/25/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAME: Gene Krismanits Mel Foster Insurance PHONE FAX 3218 E 35TH Street Ct (A/C, No, Ext): 563-359-5446 (A/C, No): 563-359-6432 E-MAIL Davenport IA 52807 ADDRESS: genek@melfosterinsurance.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : WESTERN NATIONAL INS GROUP 15377 NATIWAS-01 INSURED INSURER B : BERKSHIRE HATHAWAY GUARD NATIONAL WASH AUTHORITY LLC INSURER C : Westchester Surplus Lines 10172 100 N JACKSON MORRISON IL 61270 INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 1684759537 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y CPP 1162836 4/26/2023 4/26/2024 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES (Ea occurrence) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 PRO- POLICY JECT LOC PRODUCTS - COMP/OP AGG $ 2,000,000 OTHER: $ A Y Y COMBINED SINGLE LIMIT $ 1,000,000 AUTOMOBILE LIABILITY CPP 1160849 4/26/2023 4/26/2024 (Ea accident) X ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS ONLY AUTOS NON-OWNED X AUTOS ONLY HIRED DESCRIPTION OF X AUTOS ONLY OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is PROPERTY DAMAGE required) (Per accident) $ Certific $ A X UMBRELLA LIAB X OCCUR UMB 1027283 4/26/2023 4/26/2024 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 X RETENTION $ $ DED 10,000 PER OTH- B WORKERS COMPENSATION R2WC339569 8/17/2022 8/17/2023 X STATUTE ER AND EMPLOYERS' LIABILITY Y/N ANYPROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 C Pollution Liability G28322793 001 5/18/2022 5/18/2023 Limit 1,000,000 A Leased/Rented Equipment CPP 1162839 4/26/2023 4/26/2024 Limit 280,000 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41  42 REVISED PROPOSAL JAMES ORR COATING INSPECTION, LLC Proposal/Contract Agreement Raw Water and Back Wash Tank Inspection Village of Waterford, WI The Agreement is between James Orr Coating Inspection, LLC (JOCI) and the Village of Waterford, Wisconsin (Owner) to contract with JOCI for WIDNR Water Tank Inspections for the Raw Water and Back Wash Tank Inspections (Project). BASIC AGREEMENT JOCI shall provide services detailed in Scope of Services and Owner agrees to pay JOCI as compensation for their services the lump sum fee of Two Thousand Four Hundred dollars ($2,400.00). Terms of charges and payments per details in SCHEDULE B. (Prices quoted are subject to change ninety (90) days after proposal date, if not contracted. SCOPE OF SERVICES WIDNR Maintenance Inspection Services per SCHEDULE A SIGNATURES James Orr, Inspector, Project Manager July 12, 2023 CONTRACT APPROVED BY OWNER POSITION DATE CO-SIGNATURE (if required) POSITION DATE CONTRACT APPROVED BY JOCI OFFICER POSITION EFFECTIVE CONTRACT DATE 1  43 SCHEDULE A Raw Water and Back Wash Tank Inspection Village of Waterford, WI A. Scope of Services Performed by Owner (ROV): 1. Provide clear access to the tank site. 2. To drain and clean the tanks. 3. To provide safety tripod. 4. To provide confine space entry permit. 5. Perform bacteriological testing after completion of the inspection. Obtain two safe water sample. B. Scope of Services Performed by JOCI (ROV) 1. To chlorinate prior to tank entry. 2. To enter and inspection raw water tank. 3. To enter and inspect the back wash tank. 4. Inspect the tank’s interior coating for remaining intactness and anticipate life. Review all interior girders and appurtenances for possible structural damage from icing or corrosion. 5. Review all interior surfaces for corrosion and /or damage and quantify damage for repairs. All repairs are to be quantified by extrapolation of a measured area. All quantities are estimates (usually high) because corrosion will continue between inspection and repair. 6. Review any exterior exposed surfaces. 7. Review all safety requirements for ladders, cages, etc. 8. Review all health aspects of the tank, including screening of the vent, overflow pipe, and other possible contamination sources. 9. To chlorinate tanks as needed. 10. Fill out and submit the Wisconsin DNR Water Storage Facility Inspection Report Form 3300-248 to the Wisconsin DNR. 11. Prepare a report documenting all items found and recommendations for repair. The report is to include: conclusions and recommendations, base report, and digital photographs with descriptions along with a detailed inspectors estimate of work to be completed. 2  44 SCHEDULE B Payment Raw Water and Back Wash Tank Inspection Village of Waterford, WI 1. JOCI’s fee for raw water and back wash tank inspections on the interior of the tanks as described in Schedule A, Item 1-13 Scope of Services Performed by JOCI is $2,400. 2. All JOCI service invoices are net 30 days. 3  45 James Orr 1013 Valley Stream Dr. Madison, WI 53711 Tel: 608-213-8085 Employment History: 2018 - Present - Owner and operator of James Orr Coating Inspection, LLC performing weld and coating inspections on water tank rehabilitation projects. 2009 - 2018 - Dixon Engineering, Inc.- Worked as a salesman, estimator, project manager and coating inspector on large complex water tank rehab and large complexed wastewater projects. 2005 – 2009 - Spectrum Contracting, Inc. - Worked as a salesman, estimator and project manager large complex concrete repair and high-performance coating projects in Wisconsin. 2002 - 2005 - Sherwin Williams - Worked as a coating sales consultant for the water, wastewater and power industries in Wisconsin. 2000 – 2002 - Tnemec Company - Worked as a coating sales consultant for the water and wastewater industry in Wisconsin. 1990 - 2000 - John W. Egan Co., Inc. - Worked as salesman, estimator and project manager for large complexed coating projects throughout New England 1985 - 1990 - International Brotherhood on Union Painters DC 35 Boston, MA - Worked on tank, wastewater and power projects. Industry Training: National Association of Corrosion Engineers – Certified Coating Inspector Program American Welding Society - Certified Welding Inspection Program OSHA – 40 Hour Safety Training Affiliated Associations: AWWA, WRWA, WWOA, NACE, SSPC, AWS Conference Presentations: UW Madison Extension – Publicly spoke on coatings for the water tank industry AWWA Conference – Publicly spoke on water tank maintenance WWOA Conference – Publicly spoke on protective coatings in the wastewater environments WRWA Conference – Publicly spoke and water tank maintenance 4  46 Education: 1985 Graduated from University of Wisconsin, Bachelor of Science Degree 5  47 6  48 July 13, 2023 Zeke Jackson, Administrator (email) Village of Waterford 123 N. River Street Waterford, WI 53185 Subject: Village of Waterford – Fairview Estates Pavement Maintenance Dear Mr. Jackson: Enclosed is a bid tabulation and map showing the base bid and alternate bid areas for the Fairview Estates Pavement Maintenance Project. Bids were opened on July 13, 2023 at 10:00 am. The following bids were received: Bidder Total Bid Base Bid Alternate 1 Alternate 2 Fahrner Asphalt Sealers, LLC $416,599 $156,431 $108,689 $151,479 Waunakee, WI Scott Construction, Inc. $487,724 $177,512 $136,141 $174,071 Lake Delton, WI Fahrner Asphalt Sealers, LLC is the lowest, responsive and responsible bidder, and we recommend that the Village awards the base bid and any selected alternates. Please advise us of your decision. Sincerely, BAXTER & WOODMAN, INC. CONSULTING ENGINEERS Brett D. Biwer, PE BDB:jmc Encs. C: Rachel Ladewig, Clerk w/original bids Rick Huening, Utilities and Streets Supervisor (email) Doug Snyder, Baxter & Woodman (email) \\corp.baxwood.com\project\Azure\WATRF\230098-Fairview Pavement Maintenance\40-Design\12-Bidding\230098 Award Recommendation.docx  49 Village of Waterford, WI Fairvew Estates Pavement Mantenance Bid Date/Time: July 13, 2023/10:00 AM Engineer's Job No. 230098.40 Engineer's Estimate Fahrner Asphalt Sealers Scott Construction, Inc. No. Item Quantity Unit Unit Total Unit Total Unit Total Price Price Price Price BASE BID 1 MOBILIZATION 1 LS $ 8,000.00 $ 8,000.00 $ 10,000.00 $ 10,000.00 $ 2,000.00 $ 2,000.00 2 CHIP SEAL 34,600 SY $ 3.20 $ 110,720.00 $ 2.45 $ 84,770.00 $ 2.47 $ 85,462.00 3 CRACK SEAL Maple Tree Dr 1 LS $ 2,970.00 $ 2,970.00 $ 3,687.00 $ 3,687.00 $ 5,024.00 $ 5,024.00 Fairview Cir 1 LS $ 9,210.00 $ 9,210.00 $ 13,031.00 $ 13,031.00 $ 16,562.00 $ 16,562.00 Woodland Cir 1 LS $ 6,900.00 $ 6,900.00 $ 11,875.00 $ 11,875.00 $ 15,406.00 $ 15,406.00 Heron Dr (Base Bid Portion) 1 LS $ 1,740.00 $ 1,740.00 $ 2,281.00 $ 2,281.00 $ 4,754.00 $ 4,754.00 Bass Dr (Base Bid Portion) 1 LS $ 360.00 $ 360.00 $ 387.00 $ 387.00 $ 1,204.00 $ 1,204.00 4 PCC CURB & GUTTER REPAIR W/ ASPHALT PATCH 100 LF $ 60.00 $ 6,000.00 $ 140.00 $ 14,000.00 $ 226.00 $ 22,600.00 5 ASPHALT PATCH AT INLET 12 EA $ 400.00 $ 4,800.00 $ 450.00 $ 5,400.00 $ 1,250.00 $ 15,000.00 6 ASPHALT PATCH 100 SY $ 60.00 $ 6,000.00 $ 60.00 $ 6,000.00 $ 81.00 $ 8,100.00 7 TRAFFIC CONTROL AND PROTECTION 1 LS $ 2,000.00 $ 2,000.00 $ 5,000.00 $ 5,000.00 $ 1,400.00 $ 1,400.00 Base Bid Subtotal: $ 158,700.00 $ 156,431.00 $ 177,512.00 ALTERNATE #1 1 CHIP SEAL 25,000 SY $ 3.20 $ 80,000.00 $ 2.45 $ 61,250.00 $ 2.47 $ 61,750.00 2 CRACK SEAL Park Dr 1 LS $ 2,100.00 $ 2,100.00 $ 2,212.00 $ 2,212.00 $ 5,120.00 $ 5,120.00 Swan Dr 1 LS $ 4,500.00 $ 4,500.00 $ 5,100.00 $ 5,100.00 $ 8,271.00 $ 8,271.00 Hickory Hollow Rd (Alternate #1 Bid Portion) 1 LS $ 10,113.00 $ 10,113.00 $ 8,887.00 $ 8,887.00 $ 17,420.00 $ 17,420.00 Apple Orchard Dr (Alternate #1 Bid Portion) 1 LS $ 450.00 $ 450.00 $ 318.00 $ 318.00 $ 1,724.00 $ 1,724.00 Heron Dr (Alternate #1 Bid Portion) 1 LS $ 1,470.00 $ 1,470.00 $ 1,422.00 $ 1,422.00 $ 2,956.00 $ 2,956.00 3 PCC CURB & GUTTER REPAIR W/ ASPHALT PATCH 100 LF $ 60.00 $ 6,000.00 $ 150.00 $ 15,000.00 $ 226.00 $ 22,600.00 4 ASPHALT PATCH AT INLET 6 EA $ 400.00 $ 2,400.00 $ 500.00 $ 3,000.00 $ 1,250.00 $ 7,500.00 5 ASPHALT PATCH 100 SY $ 60.00 $ 6,000.00 $ 65.00 $ 6,500.00 $ 81.00 $ 8,100.00 6 TRAFFIC CONTROL AND PROTECTION 1 LS $ 2,000.00 $ 2,000.00 $ 5,000.00 $ 5,000.00 $ 700.00 $ 700.00 Alternate #1 Subtotal: $ 115,033.00 $ 108,689.00 $ 136,141.00 ALTERNATE #2 1 CHIP SEAL 32,000 SY $ 3.20 $ 102,400.00 $ 2.45 $ 78,400.00 $ 2.47 $ 79,040.00 2 CRACK SEAL Cottonwood Ln 1 LS $ 2,550.00 $ 2,550.00 $ 5,756.00 $ 5,756.00 $ 6,691.00 $ 6,691.00 Cherrywood Dr 1 LS $ 5,700.00 $ 5,700.00 $ 9,218.00 $ 9,218.00 $ 12,704.00 $ 12,704.00 Hickory Hollow Rd (Alternate #2 Bid Portion) 1 LS $ 4,380.00 $ 4,380.00 $ 6,562.00 $ 6,562.00 $ 11,676.00 $ 11,676.00 Apple Orchard Dr (Alternate #2 Bid Portion) 1 LS $ 1,500.00 $ 1,500.00 $ 2,356.00 $ 2,356.00 $ 4,158.00 $ 4,158.00 Heron Dr (Alternate #2 Bid Portion) 1 LS $ 4,500.00 $ 4,500.00 $ 7,250.00 $ 7,250.00 $ 10,898.00 $ 10,898.00 Bass Dr (Alternate #2 Bid Portion) 1 LS $ 4,440.00 $ 4,440.00 $ 11,437.00 $ 11,437.00 $ 7,304.00 $ 7,304.00 3 PCC CURB & GUTTER REPAIR W/ ASPHALT PATCH 100 LF $ 60.00 $ 6,000.00 $ 150.00 $ 15,000.00 $ 226.00 $ 22,600.00 4 ASPHALT PATCH AT INLET 8 EA $ 400.00 $ 3,200.00 $ 500.00 $ 4,000.00 $ 1,250.00 $ 10,000.00 5 ASPHALT PATCH 100 SY $ 60.00 $ 6,000.00 $ 65.00 $ 6,500.00 $ 81.00 $ 8,100.00 6 TRAFFIC CONTROL AND PROTECTION 1 LS $ 2,000.00 $ 2,000.00 $ 5,000.00 $ 5,000.00 $ 900.00 $ 900.00 Alternate #2 Subtotal: $ 142,670.00 $ 151,479.00 $ 174,071.00 Total of Bid Base, Alternate 1 and Alternate 2 $ 416,403.00 $ 416,599.00 $ 487,724.00 1 of 1  50 EXHIBIT VILLAGE OF WATERFORD, VILLAGE OF WATERFORD,WISCONSIN WISCONSIN FAIRVIEW ESTATES 2023 ROAD PAVEMENTLOCATIONS IMPROVEMENT MAINTENANCE Heron Dr Cottonwood Ln Hickory Hollow Rd ood D r Cherryw Apple Orchard Dr ALTERNATE ALTERNATE 12 r Swan D Bass Dr Heron Dr Woodland Cir Wood T land C Maple Buena Park Rd ir ree Dr BASE BID Fairview Park Fairview Cir Fairview Cir No w rth wy tH es Dr k Par Hickory Hollow Rd VERIFY THE EXTENTS OF CURB ALTERNATE BASE BID 1 & GUTTER REPAIR, ASPHALT PATCHES, AND CHIP SEAL WITH THE VILLAGE / ENGINEER. High Dr High Dr CURB & GUTTER REPAIR/ASPHALT PATCH ASPHALT PATCH 0' 200' 500' 1000' ASPHALT PATCH AT INLET Chip CRACKSeal & SEALCrack ANDSeal Locations CHIP SEAL DOUBLE LAYER OF CHIP SEAL