Board of Public Works — Agenda Packet

March 31, 2026 Village of Jackson - Board of Public Works Meeting Agenda VILLAGE OF JACKSON BOARD OF PUBLIC WORKS MEETING AGENDA Tuesday, March 31, 2026 at 6:00 PM Jackson Municipal Complex Village Board Room N168W19851 Main Street Jackson, WI 53037 1. Call to Order and Roll Call 2. Approval of Minutes of the Board of Public Works Meeting of February 24, 2026 3. Pay Request #2 - Final - 2025 Oaks of Jackson Surface Coarse - Spruce Street and Ridgeway Drive - Stark Pavement Corporation in the amount of $5,329.19 4. Review Design and Engineering Services Proposal - KL Engineering - 2026 Streetlight Improvement Project - Ridgeway Drive, Chestnut Court, and Hickory Lane 5. Review of 2025 Jackson Water Utility - Consumer Confidence Report (CCR) 6. Review of Bids - 2026 Wastewater Treatment Plant Aeration Basin Upgrades 7. Review of Bids - 2026 Street Improvements - Eagle Drive North Segment 8. Resolution #26-12 Preliminary Resolution Declaring Intent to Exercise Special Assessment Police Powers, Under Section 66.0703 of Wisconsin Statutes - Eagle Drive, Hawthorn Drive, Aspen Drive, and Linden Drive 9. Resolution #26-13 Accepting Sanitary Sewer and Water for The Oaks of Jackson 10. Resolution #26-14 Accepting Sanitary Sewer and Water for The Cedar Creek Townhomes 11. Ordinance #26-01 - Amending Chapter 42, Section 86 of the Village Code – Limited Parking in Certain Areas 12. Director of Public Works Report 13. Citizens/Village Staff to address the Board of Public Works 14. Adjourn Persons with disabilities requiring special accommodations for attendance at the meeting should contact the Administration Department at the Jackson Municipal Complex at least one (1) business day prior to the meeting. It is possible that members of the Village Board may attend the above meeting. No action will be taken by any governmental body at this meeting other than the governmental body specifically referred to in this meeting notice. This notice is given so that members of the Village Board may attend the meeting without violating the open meeting law. Page 1 of 65 February 24, 2026 Village of Jackson - Board of Public Works Meeting Minutes Page 1 of 3 VILLAGE OF JACKSON BOARD OF PUBLIC WORKS MEETING Tuesday, February 24, 2026 at 6:00 PM Minutes 1. Call to Order and Roll Call The meeting was called to order at 6:00 PM by Pres. Heckendorf. Members Present: Pres. Heckendorf, Tr. Engelhardt, Tr. Kruepke, Stephanie Egner, and Jeff Mitchell Members Excused: Josh Sandleback Members Absent: Ryan Ganshow Staff Present: Administrator Jen Heidtke, Public Works Director Jack Straehler, and Clerk Jackie Schuh 2. Approval of Minutes for the Board of Public Works Meeting of January 27, 2026 The motion to approve Minutes for the Board of Public Works Meeting of January 27, 2026 as presented was made by J. Mitchell and seconded by Tr. Engelhardt. Vote: 5 ayes, 0 nays. Motion carried. 3. Review of Bids - 2026 Street Improvement Projects - Eagle Drive, Hawthorn Drive, Aspen Drive, and Linden Drive Director Straehler reported that each bid for the 2026 Street Improvement Projects included asphalt and concrete alternatives for comparison and noted that Vinton Construction submitted the lowest bid in all scenarios. Discussion followed regarding sidewalk placement, the possibility of burying utilities, and truck routing during construction. The motion to recommend the Budget and Finance Committee and Village Board award the construction of the 2026 Street Improvement Projects of Eagle Drive, Hawthorn Drive, Aspen Drive, and Linden Drive to Vinton Construction to include the base bid and alternative two in the amount of $2,717,324.31 was made by Tr. Engelhardt and seconded by J. Mitchell. Vote: 5 ayes, 0 nays. Motion carried. 4. Review Construction Engineering Services Agreement - Cedar Corporation - 2026 Street Improvement Projects - Eagle Drive, Hawthorn Drive, Aspen Drive, and Linden Drive Director Straehler explained that the Construction Inspection and Administration Services Agreement with Cedar Corporation is on a time-and-materials basis and includes staking, inspections, quantity documentation, contractor requests, and change orders. Discussion followed regarding the pricing model, potential for additional bids, cost estimation, and experiences of prior projects. DRAFT pke, Stephanie Egner, andpke, Stephanie orks Director Jack Straehler, and Clerkorks Director Jack Straehler, and Cle lic Works Meeting of January 27, 2026ks Meeting of he Board of Public Works Meeting of Jhe Board of Public Work hell and seconded by Tr. Engelhardt.ell and seconded by Tr. Engel n carried. 6 Street Improvement Projects - Eagle D6 Street Improvement Projects - Eagle D DriveDrive hler reported that each bid for the 2026hler reported that each bid for the d concrete alternatives for comparison aconcrete alternatives for comparison ed the lowest bid in all scenarios. Discue lowest bid in all scenarios. Discu ossibility of burying utilities, and truck of burying utilities, and truck The motion to recommend the Budget The motion to recommend th construction of the 2026 Street Impconstruction of the 2026 Street Aspen Drive, and Linden Drive tAspen Drive, and Linden Drive t alternative two in the amount alternative two in the a J. Mitchell.J. M ote: 5 ayes, 0 nays. ote: 5 ayes, 0 nays. D ConstrConstr Page 2 of 65 February 24, 2026 Village of Jackson - Board of Public Works Meeting Minutes Page 2 of 3 The motion to recommend the Budget and Finance Committee and Village Board approve the construction inspection and administrative services agreement with Cedar Corporation for the 2026 Street Improvement Projects of Eagle Drive, Hawthorn Drive, Aspen Drive, and Linden Drive in an amount not to exceed $350,000, was made by Pres. Heckendorf and seconded by J. Mitchell. Vote: 4 ayes, 1 nay. Pres. Heckendorf voted nay. Motion carried. 5. Review Professional Services Proposal - HydroCorp - 2026/2027 Cross-Connection Inspections Director Straehler explained the HydroCorp professional services proposal supports the 2026–2027 village-wide commercial and industrial cross-connection inspections, which prevent backflow and protect the water supply. He noted the program is ongoing and that a similar program is in place for residential properties. Discussion followed regarding program scope, costs, and applicability to both commercial and residential properties. The motion to recommend the Budget and Finance Committee and Village Board approve the professional services proposal from HydroCorp for the 2026/2027 village-wide commercial and industrial cross-connection inspections in the amount of $31,574.49, was made by Pres. Heckendorf and seconded by Tr. Kruepke. Vote: 5 ayes, 0 nays. Motion carried. 6. Director of Public Works Report Director Straehler provided an overview of his report highlighting the status of various projects in the Village. Tr. Kruepke expressed concern over business and residential access during construction and also requested a quote be obtained for a sidewalk on the west side of Eagle Drive. Director Straehler advised of rules regarding street access during construction and of his intention to seek a rough estimate from the consulting firm regarding sidewalks and the feasibility of them within the scope of the project. The motion to place the monthly Director of Public Works Report on file was made by Tr. Engelhardt and seconded by Tr. Kruepke. Vote: 5 ayes, 0 nays. Motion carried. 7. Citizens/Village Staff to address the Board of Public Works None. 8. Adjourn The motion to adjourn the meeting was made by J. Mitchell and seconded by Tr. Kruepke. Vote: 5 ayes, 0 nays. Motion carried. The meeting adjourned at 6:42 PM. Respectfully Submitted, DRAFT ConneConn s proposal supports ths proposal nection inspections, which nection inspecti he program is ongoing and that a he program is ongoing scussion followed regarding program scussion followed regarding d residential properties.d resid ance Committee and Village Board appance Committee and Village Board app roCorp for the 2026/2027 village-wideCorp for the 2026/20 on inspections in the amount of $31,57ctions in the am ed by Tr. Kruepke.pke. ried.ed. Report ovided an overview of his report highligovided an overview of his re lage. Tr. Kruepke expressed concern ovlage. Tr. Kruepke expressed tion and also requested a quote be obtation and also requested a quote Director Straehler advised of rules regDirector Straehler advised of rules r intention to seek a rough estimate fromntention to seek a rough estimate from e feasibility of them within the scope ofility of them within the scope of The motion to place the monthly DirectoThe motion to place the mo Engelhardt and seconded by Tr. KrueEngelhardt and seconded by T Vote: 5 ayes, 0 nays. Motion cnays. Motion c Citizens/Village Staff to Citizens/Village Staff ne.ne. D Page 3 of 65 February 24, 2026 Village of Jackson - Board of Public Works Meeting Minutes Page 3 of 3 Jacqueline Schuh Village Clerk Village of Jackson DRAFT Page 4 of 65 Taking the lead in Washington County STAFF MEMO Village of Jackson Public Works To: Brian Heckendorf, Village President Jen Heidtke, Village Administrator CC: Board of Public Works; Budget and Finance; Village Board From: Jack Straehler, Director of Public Works Subject: Pay Request #2 - Final - 2025 Oaks of Jackson Surface Course - Spruce Street and Ridgeway Drive - Stark Pavement Corporation in the amount of $ 5,329.19 Meeting Date: March 31, 2026 – Board of Public Works Background and Analysis: This memo is to inform the Board of Pay Request #2 - Final for Stark Pavement Corporation in the amount of $5,329.19 for work completed on the Oaks of Jackson Surface Course - Spruce Street and Ridgeway Drive Project. The work has been reviewed and verified for accuracy and completion in accordance with the project contract documents and schedule. Funding for this payment will come from Account Number: 670-00-56700-000-000 (TID #7 Miscellaneous TID Expense) If you have any questions, please let me know. JS Recommendation: Board of Public Works recommends the Budget and Finance Committee and Village Board approve Pay Request #2 - Final for Stark Pavement Corporation in the amount of $5,329.19. Page 5 of 65 Cedarburg • Green Bay • Madison • Menomonie Community Infrastructure • Architecture • Environmental Services W61N497 Washington Avenue Cedarburg, WI 53012 262-204-2360 www.cedarcorp.com February 23, 2026 Village of Jackson N168 W20733 Main Street PO Box 637 Jackson, WI 53037 Attn: Mr. Jack Straehler II, Director of Public Works Subject: Contractor’s Application for Payment No. 2 (Final) Spruce, Ridgeway, Oaks of Jackson Surface Course Cedar Project No. 05789-0023 Dear Mr. Straehler: We have reviewed the above-referenced project and find it in order. Therefore, it is our recommendation that the Village of Jackson issue final payment associated with the Spruce, Ridgeway, Oaks of Jackson Surface Course project. Enclosed for your use in payment to Stark Pavement Corp in the amount of $5.329.19 is Contractor’s Application for Payment No. 2 (Final). Also enclosed are the following documents: • Final Lien Waivers • Consent of Surety to Final Payment • Contractor Certificate of Completed Operations Insurance Following your review and approval, please complete the application for payment form within the areas reserved for the Owner. Thereafter, retain one copy for your records, provide the second copy to the Contractor with payment, and provide the third copy to our office. Should you have any questions, please feel free to contact me at our Cedarburg office. Sincerely, CEDAR CORPORATION Douglas T. Kroes Senior Construction Manager Enclosed: As Noted Cc: Dan Mueller, Stark Pavement Corp. Page 6 of 65 Page 7 of 65 Page 8 of 65 Page 9 of 65 Page 10 of 65 Page 11 of 65 Page 12 of 65 Page 13 of 65 Page 14 of 65 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME: CONTACT (A/C, No): FAX E-MAIL ADDRESS: PRODUCER (A/C, No, Ext): PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES 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). 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. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD 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. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT ER OTH- STATUTE PER LIMITS(MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) POLICY EFF POLICY NUMBERTYPE OF INSURANCELTR INSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 2/17/2026 Marsh & McLennan Agency 17335 Golf Parkway Suite 450 Brookfield WI 53045 Carol Gau 262-796-8829 262-785-9753 carol.gau@marshmma.com West Bend Mutual Insurance Co 15350 Argent, a Division of West Bend Mutual 15350 Stark Pavement Corporation Northwest Asphalt Products, Inc. 12845 West Burleigh Road Brookfield WI 53005 1342556160 A X 1,000,000 X 300,000 10,000 1,000,000 2,000,000 X A070654 4/1/2025 4/1/2026 2,000,000 A 1,000,000 X A070654 4/1/2025 4/1/2026 A X X 10,000,000 A070654 4/1/2025 4/1/2026 10,000,000 X 0 B X N A028023 4/1/2025 4/1/2026 1,000,000 1,000,000 1,000,000 A Installation Floater Rented/Leased Equipment A070654 4/1/2025 4/1/2026 $100,000 $500,000 job#2510308 - Spruce, Ridgeway. Oaks of Jackson Surface Course No. A-25; If required by written contract, Cedar Corporation and Village of Jackson, including respective officers, directors, members, partners, employees and consultants are included as additional insured for general liability and umbrella liability for work performed by the named insured, and for automobile liability for the named insured's owned autos; coverage is primary, non-contributory. Village of Jackson N168 W19851 Main Street Jackson WI 53037 Page 15 of 65 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WB 1482 Z 06 06 West Bend Mutual Insurance Company West Bend, Wisconsin 53095 Page 1 of 2 ADDITIONAL INSURED – CONTRACTOR'S BLANKET (BROAD FORM) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. WHO IS AN INSURED (Section II) is amended to include as an additional insured any person or organization whom you are required to add as an additional insured on th is po licy unde r a written contract or written agreement. The written contract o r written ag reement must be: 1. Currently in effect or becoming effective dur- ing the term of this policy; and 2. E xecuted prior to the "bodily injury," "property damage," "personal injury and ad vertising in- jury." B. The insurance provided to the add itional insured is limited as follows: 1. That pe rson o r o rganization is on ly an add i- tional insured with respect to liability a rising out of: a. Your premises; b. "Your work" for that additional insured; or c. A cts or omissions of the additional insured in connection with the gene ral supervision of "your work." 2. The L imits of In surance app licable to the additional insured a re tho se specified in the written contract or written agreement or in the Declarations for this policy, whichever is less. These L imits of In surance a re inclusive and not in add ition to the L imits of In surance shown in the Declarations. 3. Except when required b y written contract o r written ag reement, the coverage p rovided to the add itional insured b y th is endo rsement does not apply to: a. "Bodily injury" o r "property da mage" o c- curring after: (1) A ll work on the p roject (other than service, maintenance or repairs) to be performed by or on beha lf of the add i- tional insured at the site of the covered operations has been completed; or (2) That po rtion of "your work" out of which the injury or damage arises has been put to its intended u se b y an y person o r o rganization othe r than an - other contractor o r subcontractor en - gaged in pe rforming ope rations fo r a principal as part of the same project. b. "Bodily injury" o r "property da mage" a ris- ing out of a cts o r o missions of the add i- tional insured othe r than in connection with the gene ral supervision of "your work." 4. The insurance p rovided to the add itional insured doe s not app ly to "bodily injury," "property da mage," "personal injury and ad - vertising injury" a rising out of an a rchitect's, engineer's, o r surveyor's rendering of o r fa il- ure to render an y p rofessional services in- cluding; a. The p reparing, app roving, o r fa iling to prepare or approve maps, shop drawings, opinions, reports, surveys, f ield o rders, change o rders or drawings and specifica- tions; and b. Supervisory, o r inspection a ctivities pe r- formed as part of any related architectural or engineering activities. effective 4/1/2020 A070654 ef fective 4/1/2025 Page 16 of 65 Page 2 of 2 West Bend Mutual Insurance Company West Bend, Wisconsin 53095 WB 1482 Z 06 06 C. As respects the coverage p rovided unde r th is endorsement, Pa ragraph 4. b. SE CTION IV - COMMERCIAL GE NERAL LIABILITY CONDI- TIONS is a mended with the add ition of the fo l- lowing: 4. O ther insurance b. Excess insurance This insurance is excess over: Any othe r valid and collectible insurance available to the additional insured whether primary, e xcess, contingent o r on an y other basis unless a written contract spe- cifically requires that th is insurance be e i- ther p rimary o r p rimary and non contrib- uting. Where required by written contract, we will consider an y othe r insurance maintained b y the add itional insured fo r injury o r da mage covered b y th is en - dorsement to be e xcess and non contrib- uting with this insurance. When this insurance is excess, as a con- dition of coverage, the add itional insured shall be ob ligated to tende r the defen se and indemnity of e very claim or suit to a ll other insurers that may provide coverage to the add itional insured, whether on a contingent, excess or primary basis. Page 17 of 65 Taking the lead in Washington County STAFF MEMO Village of Jackson Public Works To: Brian Heckendorf, Village President Jen Heidtke, Village Administrator CC: Board of Public Works; Budget and Finance; Village Board From: Jack Straehler, Director of Public Works Subject: Review Design and Engineering Services Proposal - KL Engineering - 2026 Streetlight Improvement Project - Ridgeway Drive, Chestnut Court, and Hickory Lane Meeting Date: March 31, 2026 – Board of Public Works Background and Analysis: This memo is to inform the Board of a design and engineering services proposal received for the 2026 streetlight improvement project, which will cover Ridgeway Drive, Chestnut Court, and Hickory Lane, following the completion of the 2025 street improvement projects. KL Engineering has been assisting Gremmer & Associates and the Village in incorporating streetlights into the 2026 street improvement projects on Hawthorn Drive, Aspen Drive, Linden Drive, and Eagle Drive. The proposal submitted by KL Engineering includes design and permitting services, project bidding assistance, onsite inspections, and contract administration for a total of $30,000.00. In addition, construction inspection services will be provided on a tim e-and-materials basis, not to exceed $9,186.00. This project is necessary because Village-owned streetlights were not included in the 2025 street improvement projects. Adding these streetlights aligns with Village standards and prior recommendations from the Village Board. An engineer’s construction est imate has been prepared, totaling $375,000.00; please refer to the attached document for a detailed breakdown. It is my recommendation that the Board move forward with KL Engineering’s proposal to design and install Village-owned streetlights within the 2025 street improvement project limits, specifically for Ridgeway Drive, Chestnut Court, and Hickory Lane. Please let me know if you have any questions. JS Recommendation: Board of Public Works recommends the Budget and Finance Committee and Village Board approve the engineering services proposal from KL Engineering, amount not to exceed $39,186.00. Page 18 of 65 I:\Contracts\Municipal\Village of Jackson\Ridgeway Dr March 19, 2026 Jack B. Straehler II Director of Public Works Village of Jackson W194 N16660 Eagle Drive Jackson, WI 53037 RE: Proposal for Engineering Services – Ridgeway Dr & Hickory Ln Corridors, Village of Jackson Dear Jack: KL Engineering, Inc. is pleased to provide you with this proposal to perform street lighting design services for the Ridgeway Dr corridor between Georgetown Drive and Willow Ridge Drive, including Chestnut Court, as well as the Hickory Lane corridor between Pine Drive and the Cedar Creek Bridge in the Village of Jackson. The following attachments are included with this letter and should be considered part of our contract for engineering services: • Attachment A – Contract Assumptions & Scope of Service • Attachment B – Billing Schedule • Attachment C – General Terms and Conditions • Attachment D – Project Map The cost for the services specified above will be billed as Lump Sum or as Time & Expense (T&E) in accordance with the KL Billing Schedule as shown below: • Lighting Design, Delivery and Administration $30,000.00 Lump Sum • If-Authorized – Construction Services $9,186.00 T&E The cost for the authorized services specified above will be billed on a lump sum basis with a total cost of $30,000.00. Additional if-authorized services as specified in the contract scope can be completed under subsequent written authorization from the Village of Jackson prior to starting work. Authorized additional services will be billed on an hourly basis accordin g to KL’s billing schedule, included as Attachment B, with a maximum cost of $9,186.00. Basis of Payment and General Conditions This work shall be completed in accordance with the attached General Terms and Conditions, which shall be considered a part of this contract upon the written approval indicated below. KL Engineering will submit monthly invoices for work completed under this proposal. Village of Jackson will reimburse KL Engineering within 30 days from the date of the invoice. Our professional services will be performed, our findings obtained, and our recommendations prepared in accordance with generally accepted engineering principles and practices. No other warranty, either expressed or implied, is made. We look forward to working with you on this project. Please let us know if you have any questions regarding this proposal. You may indicate your approval for us to proceed with the specific tasks by signing the appropriate section of this proposal and returning it to us. Sincerely, KL Engineering, Inc. Jake Joyal, P.E. Project Leader II 5400 King James Way I Suite 200 Madison, WI 53719 608.663.1218 Toll Free: 800.810.4012 www.klengineering.com Page 19 of 65 I:\Contracts\Municipal\Village of Jackson\Ridgeway Dr KL Engineering, Inc. Approved By: Title: Director – Infrastructure Services Date: March 19, 2026 Village of Jackson Approved By: Title: Date: Page 20 of 65 ATTACHMENT A I:\Contracts\Municipal\Village of Jackson\Ridgeway DrI:\Contracts\Municipal\Village of Jackson\Ridgeway Dr\A-Scope of Services.docx 1 of 3 Engineering Services Contract Assumptions and Scope of Services Street Lighting Design Services Ridgeway Drive and Hickory Lane Jackson, Wisconsin March 19, 2026 This document describes contract assumptions and provides a scope of services to perform street lighting design services for the Ridgeway Dr corridor between Georgetown Drive and Willow Ridge Drive, including Chestnut Court, as well as the Hickory Lane corridor between Pine Drive and the Cedar Creek Bridge, in Jackson, Wisconsin. This scope of services consists of street lighting design and PS&E. Project Background • The scope of this project is based on a conversion from WE Energies utility scale lighting, to Village owned streetlighting on the following corridors: o Ridgeway Dr corridor between Georgetown Drive and Willow Ridge Drive, including Chestnut Court . Approximately 0.3 miles. o Hickory Lane corridor between Pine Drive and the Cedar Creek Bridge. Approximately 0.4 miles. • This contract is based on completing preliminary design, final design, and PS&E in accordance with Village of Jackson requirements. • This contract includes project management, lighting and electrical design and plans, bidding administration, and submittal of any permits necessary to complete the work. • The preliminary project schedule is as follows, based on a notice to proceed of 4/14/26: o Draft Plans: 5/15/2026 o Advertisement: Mid-June, 2026 o Construction Start: 8/1/2026 Design Assumptions • Existing lighting systems are owned and maintained by WE Energies. The utility company will be responsible for removal of their facilities within the project area. • Proposed lighting systems are assumed to be owned by the Village of Jackson. • The lighting unit make and model shall consist of the following: o Luminaire ▪ RDA Lighting ▪ Helix1-LED100A60-B-3K-T3-BK-DIM-PC-SP10 ▪ Set selectable lumen output to high (14,400 lumens) o Pole ▪ 33’ Direct Bury pole, fiberglass, smooth tapered, powder coated black ▪ Thickness sized in accordance with manufacturer recommendation for corresponding equipment and wind loading requirements. ▪ Furnish and install an externally protruding ground lug for utility locate purposes. o Arm ▪ 72” single member arm, powder coated black ▪ Clamp sized for compatibility with pole • KL Engineering will provide guidance for performance metrics based on the roadway classification and geometry. A lighting alternative analysis is not included with this contract but can be completed via amendment. • The estimate shall include the costs for the contractor to furnish and install all lighting equipment. • Electrical infrastructure will be designed for overhead lighting and will not include accessories such as banner arms, receptacles or holiday decorations. • This contract assumes that the electrical service can be extended from the existing streetlight at the Ridgeway Dr and Georgetown Dr intersection, and that a new service will not need to be coordinated for the Ridgeway Dr corridor. Page 21 of 65 ATTACHMENT A I:\Contracts\Municipal\Village of Jackson\Ridgeway DrI:\Contracts\Municipal\Village of Jackson\Ridgeway Dr\A-Scope of Services.docx 2 of 3 • This contract assumes that the electrical service can be extended from the recent KL designed streetlighting system, controlled with a meter pedestal at the Hickory Dr and Aspen Dr intersection, and that a new service will not need to be coordinated for the Hickory Dr corridor North of the Cedar Creek Bridge. • This contract assumes that aerial mapping will be used to provide plan background reference, sufficient for construction. • This contract assumes that utility mapping will be performed by requesting diggers hotline planning tickets for PDF mapping of the project area, which will be transcribed to the plans in CAD. Field Survey is not included with this contract. • Construction engineering inspection services are included in this contract as an if -authorized scope of services. Scope of Engineering Services • Preliminary Engineering o Includes one (1) site inspection and review. o Prepare removal plans showing existing infrastructure based on aerial mapping and field review. o Complete illumination modeling to assist the Village of Jackson with luminaire selection and create up to one (1) layout concept. o Coordinate with the utility for up to one (1) new electrical service if the Ridgeway system cannot be expanded. o WisDOT lighting permits are not required for this project. o Prepare a preliminary construction cost estimate. • Design Engineering o Finalize lighting layout and document anticipated performance. o Complete electrical infrastructure design for conduits, junction boxes, and controls. o Complete voltage drop capacity calculations and circuiting. • Meetings o Includes one (1) internal kick-off meeting. o Includes up to two (2) design review virtual meetings, for draft and final submittals. o Includes one (1) pre-construction meeting, assumed to be held virtually • Bidding o Includes facilitation of project advertisement via the Quest bidding service. o This proposal is based on completing a plan set and bidding documents for one (1) letting. o Deliverables ▪ Lighting Removal Plans ▪ Lighting plans ▪ Electrical specifications ▪ Summary of bid items ▪ Construction Estimate ▪ Project Manual for Bidding Scope of Post-Let Services • Technical Support o This proposal includes up to four (4) hours for administrative and technical support to review equipment submittals for contractor approval. o This proposal includes up to eight (8) hours for technical support during construction to address inquiries regarding design intent, reviewing construction change requests, and teleconferences. Scope of Construction Inspection Services – If Authorized • Provide on-site electrical inspection o Electrical inspection may be provided on a part time basis, at major milestones as described below. o This contract assumes the following major milestones for inspection ▪ Conduit trenching/boring – up to ten (10) hours to inspect construction methods and assist with connections to existing lighting infrastructure Page 22 of 65 ATTACHMENT A I:\Contracts\Municipal\Village of Jackson\Ridgeway DrI:\Contracts\Municipal\Village of Jackson\Ridgeway Dr\A-Scope of Services.docx 3 of 3 ▪ Direct Bury Pole Installation – up to ten (10) hours to confirm construction methods, ensure plumb installations, and verify equipment. ▪ Circuiting and fusing – up to ten (10) hours to spot check connectors, fuses and operations. ▪ Final punch list – up to ten (10) hours to provide final system inspection and punch list o Scope of services includes up to twelve (12) hours of office support to coordinate milestones with the contractor, document findings, and provide technical support as needed. Page 23 of 65 S TANDARD BILLING RATE SCHEDULE EFFECTIVE NOVEMBER 1, 2025 Limited Term Employee $80.00 Administration $90.00 Senior Administration $115.00 Technician I $85.00 Technician II $95.00 Technician III $100.00 Technician IV $107.00 Technician V $112.00 Senior Technician I $125.00 Senior Technician II $130.00 Senior Technician III $140.00 Senior Technician IV $150.00 Senior Technician V $165.00 Surveyor I $90.00 Surveyor II $95.00 Surveyor III $100.00 Surveyor IV $113.00 Surveyor V $117.00 Senior Surveyor I $125.00 Senior Surveyor II $130.00 Senior Surveyor III $135.00 Senior Surveyor IV $145.00 Senior Surveyor V $150.00 Engineer I $116.00 Engineer II $120.00 Engineer III $126.00 Engineer IV $130.00 Engineer V $136.00 Electrical Engineer I $118.00 Senior Engineer I $142.00 Senior Engineer II $146.00 Senior Engineer III $155.00 Senior Engineer IV $165.00 Senior Engineer V $170.00 Senior Specialist I $135.00 Senior Specialist II $142.00 Senior Specialist III $150.00 Senior Specialist IV $175.00 Senior Specialist V $188.00 Technical Leader I $170.00 Technical Leader II $175.00 Technical Leader III $185.00 Project Leader I $170.00 Project Leader II $175.00 Project Leader III $185.00 Senior Technical Leader $195.00 Senior Project Leader $195.00 Discipline Leader $200.00 Director $225.00 Executive $235.00 Expenses Out-of-pocket direct job expenses (reproductions, sub-consultants, equipment rental, etc.) at cost Travel Expenses Company or Personal Car Mileage IRS rate Lodging and Subsistence at cost Billing and Payment Travel time is charged for work required to be performed out-of-office. Invoicing is on a monthly basis for work performed. Payment for services is due within 30 days from the date of the invoice. An interest charge of 1.5% per month is made on the unpaid balance starting 30 days after the date of the invoice. This schedule of billing rates is effective November 1, 2025 and will remain in effect until October 31, 2026 unless unforeseen increases in operational costs are encountered. We reserve the right to change rates to reflect such increases. Page 24 of 65 KL ENGINEERING, INC. General Terms and Conditions of the Engineering Services 1. KL Engineering, Inc. will begin engineering services upon written authorization from the Client to proceed. Receipt of a signed Agreement will be considered written authorization. For projects requiring phased services, a written authorization of approval of the prior phase and notice to proceed on the subsequent phase must be received prior to commencement of services. Phases, when applicable, shall be divided into study and report phase, preliminary design phase, final design phase and construction phase. For projects not requiring phased services, a final approval of the work is required prior to completion of the project. 2. Pursuant to the scope of the project described herein, KL Engineering, Inc. shall perform the services, which may include the preparation of design documents, all of which will be subject to Client’s review and approval and all of which KL Engineering, Inc. shall perform and prepare within the fee terms described herein. If Client requests revisions to the services and/or design documents, and if the same is within the scope of services, KL Engineering, Inc. shall make the requested revisions at no additional cost in accordance with the terms of this Agreement. Any revisions requested beyond the original identified scope are provided as Additional Services and will be billed according to KL Engineering, Inc.’s current billing schedule. 3. KL Engineering, Inc. will bill the Client monthly with net payment due in thirty (30) days from the date of the invoice. Past due balances shall be subject to an interest charge at a rate of 1½% per month and Client shall be responsible for the cost of co llection, including attorney’s fees. In addition, KL Engineering, Inc., may after, giving seven (7) days’ written notice, suspend service under this Agreement and any other agreement until the Client has paid in full all amounts due for services rendered and expenses incurred, including the interest charge on past due invoices. 4. The quoted fees and scope of engineering services constitute the estimate of the fees and tasks required to perform the services as defined. This Agreement, upon execution by both parties hereto, can be amended only by written instrument signed by both parties. For those projects involving conceptual or process development service, activities often cannot be fully defined during initial planning. As the project progresses, facts uncovered may reveal a change in direction which may alter the scope of the projects and/or services. KL Engineering, Inc., will promptly inform the Client in writing of such situations so that changes in this agreement can be made as required. 5. Costs and schedule commitments under this Agreement shall be subject to change for delays caused by the Client ’s failure to provide specified facilities, resources, or information or for delays caused by unpredictable occurrences including, without limitation, fires, floods, riots, strikes, unavailability of labor or materials, delays or defaults by suppliers of materials or services, process shutdowns, pandemics, acts of God or the public enemy, or acts or regulations of any governmental agency. Temporary delays of services caused by any of the above which result in additional costs beyond those outlined may requ ire renegotiation of this agreement. 6. KL Engineering, Inc., will maintain insurance coverage for: Worker’s Compensation, General Liability, Auto Liability, and Professional Liability. KL Engineering, Inc., will provide information as to specific limits upon written request. If the Client req uires coverages or limits in addition to those in effect as of the date of the Agreement, premiums for additional insurance shall be paid by the Client. The liability of KL Engineering, Inc., to the Client for any indemnity commitments, or for any damages arising in any way out of performance of this Agreement is limited to such insurance coverages and amounts which KL Engineering, Inc., has in effect. IN NO EVENT SHALL KL ENGINEERING BE LIABLE TO THE CLIENT OR ANY THIRD PARTY FOR ANY LOSS OF USE, REVENUE OR PROFIT OR DIMINUTION OF VALUE OR ANY CONSEQUENTIAL, INDIRECT, INCIDENTAL, SPECIAL, OR PUNITIVE DAMAGES WHETHER ARISING OUT OF BREACH OF CONTACT, TORT OR OTHERWISE. IN NO EVENT SHALL KL ENGINEERING’S AGGREGATE LIABILITY ARISING OUT OF OR RELATING TO THI S AGREEMENT EXCEED THE TOTAL OF THE AMOUNTS PAID BY THE CLIENT TO KL ENGINEERING, INC. HEREUNDER. 7. Client shall indemnify and hold harmless KL Engineering, Inc. from and against all judgments, losses, damages, and expenses (including attorney fees and defense costs) to the extent such judgments, losses, damages, or expenses are caused by any negligent a ct, error, or omission of Client or any person or organization for which Client has engaged or is legally liable. Upon completion of all Services, obligations, and duties provided for in this Agreement, or in the event of termination of this Agreement for any reason, the terms and conditions of this Article shall survive. 8. In the event of a dispute between KL Engineering, Inc. and Client arising out of or related to this Agreement, the aggrieved party shall notify the other party of the dispute within a reasonable time after such dispute arises. If the parties cannot thereafter resolve the dispute, each party shall nominate a senior officer of its management to meet to resolve the dispute by direct negotiation or mediation. If such negotiation fails to resolve the dispute, KL Engineering, Inc. and C lient agree that all disp utes between them arising out of or relating to this Agreement may be submitted to non-binding mediation or either party may take other steps to resolve the dispute. During the pendency of any dispute, the parties shall continue diligently to fulfill their respective obligations hereunder. 9. Termination of this Agreement by the Client or KL Engineering, Inc., shall be effective upon seven (7) days’ written notice to the other party. The written notice shall include the reasons and details for termination. KL Engineering, Inc., will prepare a final invoice showing all charges incurred through the date of termination; payment is due as stated in paragraph 2. If the Client violates the agreements entered into between KL Engineering, Inc., and the Client or if the Client fails to carry out any of the duties contained in these terms and conditions, KL Engineering, Inc., may upon seven (7) days’ written notice, suspend services without further obligation or liability to the Client unless, within such seven (7) day period, the Client remedies such vi olation to the reasonable satisfaction of KL Engineering, Inc. 10. Reuse of any documents and/or engineering services pertaining to this project by the Client or extensions of this project or on any other project shall be at the Client’s sole risk. The Client agrees to defend, indemnity, and hold harmless KL Engineering, Inc., from all claims, damages, and expenses including attorneys’ fees and costs arising out of such reuse of the documents and/or engineering services by the Client or by others acting through the Client. 11. KL Engineering, Inc. is allowed to maintain for its own use and reference, its research and development and associated technologies it develops during the course of this Agreement and/or resulting from the performance of its services. Furthermore, KL Engineering, Inc. has created or acquired rights in certain intellectual property prior to this Agreement or unrelated to the services. KL Engineering, Inc. retains all ownership rights in this intellectual property, including all improvements, modifications, enhancements, and derivatives thereof. 12. KL Engineering, Inc., will provide engineering services in accordance with generally accepted professional practices. KL Engineering, Inc., does not make any warranty or guarantee, expressed or implied, nor have any agreement or contract for services subject to the provisions of any Uniform Commercial Code. Similarly, KL Engineering, Inc., will not accept those terms and conditions offered by the Client in its purchase order, requisition, or notice of authorization to proceed, except as set forth herein or expressly agreed to in writing. Written acknowledgement of receipt, or the actual performance of services subsequent to receipt of such purchase order, requisition, or notice of authorization to proceed is specifically deemed not to constitute acceptance of any terms or conditions contrary to those set forth herein. The terms herein shall exclusively govern the services to be provided by KL Engineering, Inc. to Client. 13. KL Engineering, Inc., intends to serve as the Client’s professional representative for those services as defined in this Agreement, and to provide advice and consultation to the Client as a professional. Any opinions of probable project costs, reviews and observations, and other decisions made by KL Engineering, Inc., for the Client are rendered on the basis of experience and qualifications and represents the professional judgment of KL Engineering, Inc. However, KL Engineering, Inc., cannot and does not g uarantee that proposals, bids or actual project or construction costs will not vary from the opinion of probable cost prepared by it. Client agrees to hold KL Engineering, Inc., harmless for any claim arising out of or related in any way to project or construction costs. 14. This Agreement shall not be construed as giving KL Engineering, Inc., the responsibility or authority to direct or supervise construction means, methods, techniques, sequence, or procedures of construction selected by the contractors or subcontractors or the safety precautions and programs incident to the work of the contractors or subcontractors. 15. This Agreement shall be construed and interpreted in accordance with the laws of the State of Wisconsin. 16. This Agreement cannot be changed or terminated orally. No waiver of compliance with any provision or condition hereof should be effective unless agreed in writing duly executed by the parties hereto. 17. This agreement contains the entire understanding between the parties on the subject matter hereof and no representations, inducements, promises or agreements not embodied herein (unless agreed in writing duly executed) shall be of any force or effect, and this agreement supersedes any other prior understanding entered into between the parties on the subject matter hereof. Page 25 of 65 Page 26 of 65 Page 27 of 65 Page 28 of 65 Taking the lead in Washington County STAFF MEMO Village of Jackson Public Works To: Brian Heckendorf, Village President Jen Heidtke, Village Administrator CC: Board of Public Works; Village Board From: Jack Straehler, Director of Public Works Subject: Review of 2025 Jackson Water Utility – Consumer Confidence Report (CCR) Meeting Date: March 31, 2026 – Board of Public Works Background and Analysis: This memo is to inform the Board of the 2025 Consumer Confidence Report (CCR) for the Village of Jackson Water Utility. The report includes the testing of all five (5) municipal wells and has been completed in accordance with state and federal regulations. The Village of Jackson works to ensure transparency and public confidence in our water supply. This report includes key information on water sources, detected contaminants, and potential health effects. It summarizes the quality of drinking water provided to our residents over the past year and demonstrates continued compliance with water quality standards. A few key definitions are provided below for interpretation and clarification. • Range: This shows the lowest and highest levels of the contaminant that were detected across all five wells. o Example: If the range is 1.0 – 3.0 ppm, it means the lowest level found was 1.0 ppm and the highest level was 3.0 ppm. • MCL (Maximum Contaminant Level): This is the highest level of contaminant that is allowed in drinking water, as established by regulatory authorities. • Level Found: This is reported as the highest level detected in any of the five wells. This value is compared to the MCL to determine compliance. Please let me know if you have any questions. JS Recommendation: Board of Public Works recommends the Village Board approve the 2025 Consumer Confidence Report and authorize staff to publish the report on the Village website and in the local newspaper as required by the Wisconsin Department of Natural Resources. Page 29 of 65 2025 Consumer Confidence Report Data JACKSON WATERWORKS PWS ID: 26701114 Este informe contiene información importante acerca de su agua potable. Haga que alguien lo traduzca para usted, o hable con alguien que lo entienda. Dlaim ntawv tshaabzu nuav muaj lug tseemceeb heev nyob rua huv kws has txug cov dlej mej haus. Kuas ib tug paab txhais rua koj, los nrug ib tug kws paub lug thaam. Water System Information and Opportunity for input on decisions affecting your water quality The Jackson Water Utility is pleased to report that the drinking water is safe and meets federal and state requirements. If you have any questions about this report or your water utility, please contact Jack Straehler, Director of Public Works or Luke Paulus, Water Utility Supervisor at 262- 677-070. The Jackson Water Utility wants the valued customers to be informed about their water utility. In the continuing efforts to maintain a safe and dependable water supply, there may be times necessary to make improvements to the water system. The costs of these improvements may be reflected in the rate structure. Rate adjustments may be necessary to address these improvements. Also, you are invited to attend any of our regularly scheduled Village Board meetings. Village board meets the second Tuesday of each month at 7:30 PM, and the Board of Public Works meets the last Tuesday of each month at 6:00 PM. Health Information Drinking water, including bottled water, may reasonably be expected to contain at least some small amounts of contaminants. The presence of contaminants does not necessarily indicate that water poses a health risk. More information about contaminants and potential health effects can be obtained by calling the Environmental Protection Agency's safe drinking water hotline (800-426-4791). Some people may be more vulnerable to contaminants in drinking water than the general population. Immuno-compromised persons such as persons with cancer undergoing chemotherapy, persons who have undergone organ transplants, people with HIV/AIDS or other immune systems disorders, some elderly, and infants can be particularly at risk from infections. These people should seek advice about drinking water from their health care providers. EPA/CDC guidelines on appropriate means to lessen the risk of infection by cryptosporidium and other microbial contaminants are available from the Environmental Protection Agency's safe drinking water hotline (800-426-4791). Source(s) of Water 100% ground water, obtained from five (5) active producing wells, of which two (2) of the wells are artesian flowing. Other facilities include two (2) water towers for a combined storage capacity of 750,000 gallons and one (1) booster station. The utility uses chlorine as a disinfecting agent and adds a blended phosphate to the drinking water. This blend of phosphates is a sequestering agent used to control red water, discoloration, scale deposits, and corrosion of watermains, service lines and plumbing. Phosphorus is a major component in a Page 30 of 65 person’s diet and is found in almost all foods. The National Sanitation Foundation and the Underwriters Laboratories approve this food grade formula for use in public drinking water. The utility also maintains a total of approximately 52 miles of water main, and 3784 customers connected to those mains. In 2025, the water utility pumped a total of 249,538,201 gallons of water. Source ID Source Depth (in feet) Status 1 Groundwater 260 Active 3 Groundwater 304 Active 4 Groundwater 457 Active 5 Groundwater 215 Active 6 Groundwater 370 Active Educational Information The sources of drinking water, both tap water and bottled water, include rivers, lakes, streams, ponds, reservoirs, springs and wells. As water travels over the surface of the land or through the ground, it dissolves naturally occurring minerals and, in some cases, radioactive material, and can pick up substances resulting from the presence of animals or from human activity. Contaminants that may be present in source water include: • Microbial contaminants, such as viruses and bacteria, which may come from sewage treatment plants, septic systems, agricultural livestock operations and wildlife. • Inorganic contaminants, such as salts and metals, which can be naturally- occurring or result from urban stormwater runoff, industrial or domestic wastewater discharges, oil and gas production, mining or farming. • Pesticides and herbicides, which may come from a variety of sources such as agriculture, urban stormwater runoff and residential uses. • Organic chemical contaminants, including synthetic and volatile organic chemicals, which are by-products of industrial processes and petroleum production, and can also come from gas stations, urban stormwater runoff and septic systems. • Radioactive contaminants, which can be naturally occurring or be the result of oil and gas production and mining activities. In order to ensure that tap water is safe to drink, EPA prescribes regulations that limit the amount of certain contaminants in water provided by public water systems. FDA regulations establish limits for contaminants in bottled water, which shall provide the same protection for public health. Definitions Term Definition AL Action Level: The concentration of a contaminant which, if exceeded, triggers treatment or other requirements which a water system must follow. HA and HAL HA: Health Advisory. An estimate of acceptable drinking water levels for a chemical substance based on health effects information. HAL: Health Advisory Level is a concentration of a contaminant which, if exceeded, poses a health risk and may require a system to post a public notice. Health Advisories are determined by US EPA. HI HI: Hazard Index: A Hazard Index is used to assess the potential health impacts associated with mixtures of contaminants. Hazard Index guidance Page 31 of 65 for a class of contaminants or mixture of contaminants may be determined by the US EPA or Wisconsin Department of Health Services. If a Health Index is exceeded a system may be required to post a public notice. Level 1 Assessment A Level 1 assessment is a study of the water system to identify potential problems and determine, if possible, why total coliform bacteria have been found in our water system. Level 2 Assessment A Level 2 assessment is a very detailed study of the water system to identify potential problems and determine, if possible, why an E. coli MCL violation has occurred or why total coliform bacteria have been found in our water system, or both, on multiple occasions. MCL Maximum Contaminant Level: The highest level of a contaminant that is allowed in drinking water. MCLs are set as close to the MCLGs as feasible using the best available treatment technology. MCLG Maximum Contaminant Level Goal: The level of a contaminant in drinking water below which there is no known or expected risk to health. MCLGs allow for a margin of safety. MFL million fibers per liter MRDL Maximum residual disinfectant level: The highest level of a disinfectant allowed in drinking water. There is convincing evidence that addition of a disinfectant is necessary for control of microbial contaminants. MRDLG Maximum residual disinfectant level goal: The level of a drinking water disinfectant below which there is no known or expected risk to health. MRDLGs do not reflect the benefits of the use of disinfectants to control microbial contaminants. mrem/year millirems per year (a measure of radiation absorbed by the body) NTU Nephelometric Turbidity Units pCi/l picocuries per liter (a measure of radioactivity) ppm parts per million, or milligrams per liter (mg/l) ppb parts per billion, or micrograms per liter (ug/l) ppt parts per trillion, or nanograms per liter ppq parts per quadrillion, or picograms per liter PHGS PHGS: Public Health Groundwater Standards are found in NR 140 Groundwater Quality. The concentration of a contaminant which, if exceeded, poses a health risk and may require a system to post a public notice. RPHGS RPHGS: Recommended Public Health Groundwater Standards: Groundwater standards proposed by the Wisconsin Department of Health Services. The concentration of a contaminant which, if exceeded, poses a health risk and may require a system to post a public notice. SMCL Secondary drinking water standards or Secondary Maximum Contaminant Levels for contaminants that affect taste, odor, or appearance of the drinking water. The SMCLs do not represent health standards. TCR Total Coliform Rule TT Treatment Technique: A required process intended to reduce the level of a contaminant in drinking water. Detected Contaminants Your water was tested for many contaminants last year. We are allowed to monitor for some contaminants less frequently than once a year. The following tables list only those contaminants which were detected in your water. If a contaminant was detected last year, it will appear in the Page 32 of 65 following tables without a sample date. If the contaminant was not monitored last year, but was detected within the last 5 years, it will appear in the tables below along with the sample date. Disinfection Byproducts Contaminant (units) Site MCL MCLG Level Found Range Sample Date (if prior to 2025) Violation Typical Source of Contaminant HAA5 (ppb) B-11 60 60 2 2 No By-product of drinking water chlorination TTHM (ppb) B-11 80 0 2.2 2.2 No By-product of drinking water chlorination Inorganic Contaminants Contaminant (units) Site MCL MCLG Level Found Range Sample Date (if prior to 2025) Violation Typical Source of Contaminant ARSENIC (ppb) 10 n/a 7 2 - 7 9/11/2023 No Erosion of natural deposits; Runoff from orchards; Runoff from glass and electronics production wastes BARIUM (ppm) 2 2 0.079 0.066 - 0.079 9/11/2023 No Discharge of drilling wastes; Discharge from metal refineries; Erosion of natural deposits FLUORIDE (ppm) 4 4 0.2 0.2 - 0.2 9/11/2023 No Erosion of natural deposits; Water additive which promotes strong teeth; Discharge from fertilizer and aluminum factories NICKEL (ppb) 100 1.4000 0.0000 - 1.4000 9/11/2023 No Nickel occurs naturally in soils, ground water and surface waters and is often used in electroplating, stainless steel and alloy products. NITRATE (N03-N) (ppm) 10 10 2.70 0.00 - 2.70 No Runoff from fertilizer use; Leaching from septic tanks, Page 33 of 65 Contaminant (units) Site MCL MCLG Level Found Range Sample Date (if prior to 2025) Violation Typical Source of Contaminant sewage; Erosion of natural deposits SODIUM (ppm) n/a n/a 21.00 8.40 - 21.00 9/11/2023 No n/a Contaminant (units) Action Level MCLG 90th Percentile Level Found Range # of Results Sample Date (if prior to 2025) Violation Typical Source of Contaminant COPPER (ppm) AL=1.3 1.3 0.5300 0.0210 - 0.6900 0 of 20 results were above the action level. 9/10/2024 No Corrosion of household plumbing systems; Erosion of natural deposits; Leaching from wood preservatives LEAD (ppb) AL=15 0 2.40 0.00 - 24.00 1 of 20 results were above the action level. 9/10/2024 No Corrosion of household plumbing systems; Erosion of natural deposits Radioactive Contaminants Contaminant (units) Site MCL MCLG Level Found Range Sample Date (if prior to 2023) Violation Typical Source of Contaminant GROSS ALPHA, EXCL. R & U (pCi/l) 15 0 2.1 0.0 - 2.1 9/15/2020 No Erosion of natural deposits RADIUM, (226 + 228) (pCi/l) 5 0 1.3 0.0 - 1.3 9/15/2020 No Erosion of natural deposits COMBINED URANIUM (ug/l) 30 0 0.6 0.0 - 0.6 10/19/2020 No Erosion of natural deposits Page 34 of 65 Unregulated Contaminants Unregulated contaminants are those for which EPA has not established drinking water standards. The purpose of unregulated contaminant monitoring is to assist EPA in determining the occurrence of unregulated contaminants in drinking water and whether future regulation is warranted. EPA required us to participate in this monitoring. Contaminant (units) Level Found Range Sample Date (if prior to 2025) Lithium (ppb) 9.9 9.0– 9.9 1/23/2024-8/6/2024 Additional Health Information While your drinking water meets USEPA's standard for arsenic, it does contain low levels of arsenic. USEPA's standard balances the current understanding of arsenic's possible health effects against the costs of removing arsenic from drinking water. USEPA continues to research the health effects of low levels of arsenic, which is a mineral known to cause cancer in humans at high concentrations and is linked to other health effects such as skin damage and circulatory problems. Lead can cause serious health problems, especially for pregnant women and young children. Lead in drinking water is primarily from materials and components associated with service lines and home plumbing. Jackson Waterworks is responsible for providing high quality drinking water and removing lead pipes but cannot control the variety of materials used in plumbing components in your home. You share the responsibility for protecting yourself and your family from the lead in your home plumbing. You can take responsibility by identifying and removing lead materials within your home plumbing and taking steps to reduce your family's risk. Before drinking tap water, flush your pipes for several minutes by running your tap, taking a shower, doing laundry or a load of dishes. You can also use a filter certified by an American National Standards Institute accredited certifier to reduce lead in drinking water. If you are concerned about lead in your water and wish to have your water tested, contact Jackson Waterworks (Luke Paulus at 262) 677-0707. Information on lead in drinking water, testing methods, and steps you can take to minimize exposure is available at http://www.epa.gov/safewater/lead. Additional Information on Service Line Materials We developed an inventory of service lines connected to our distribution system. You can access the inventory by visiting the Village of Jackson website: https://villageofjacksonwi.gov/ Presence of Other Contaminants N/A Other Compliance N/A Violation of the Terms of a Variance, Exemption, or Administrative or Judicial Order N/A Noncompliance with Recordkeeping and Compliance Data N/A Respectfully submitter, Jack Straehler, Director of Public Works Page 35 of 65 Taking the lead in Washington County STAFF MEMO Village of Jackson Public Works To: Brian Heckendorf, Village President Jen Heidtke, Village Administrator CC: Board of Public Works; Budget and Finance; Village Board From: Jack Straehler, Director of Public Works Subject: Review of Bids – 2026 Wastewater Treatment Plant Aeration Basin Upgrades Meeting Date: March 31, 2026 – Board of Public Works Background and Analysis: This memo is to inform the Board of the bids received for the 2026 Wastewater Treatment Plant Aeration Basin Upgrades project. Prior to bidding, an engineer’s estimate was prepared during the design phase while the project was undergoing permitting and approval through the Wisconsin Department of Natural Resources (DNR) of approximately $800,000.00 The Village budgeted $880,000.00. Three bids were received for the project, with the low bid at $1,247,000 and the high bid at $1,600,889. Unfortunately, all three bids exceeded the engineer’s estimate and what the Village budgeted for this project . It was originally anticipated that this project would be funded using cash from the Sewer Utility Fund and later reimbursed through the Clean Water Fund Loan as part of the 2027 project financing. Given the relatively small size of this project, it may be prudent to defer the work and incorporate it into next year’s wastewater treatment plant projects. By combining it with other planned improvements, the larger project scope may attract more bidders and result in more competitive pricing. Deferring the project would also avoid the need to utilize cash from the Sewer Utility Fund in 2026. Both the 2026 Aeration Basin Upgrades project and the planned 2027 Service Building Upgrades project could be funded fully through the Clean Water Fund Loa n. Please let me know if you have any questions. JS Recommendation: Board of Public Works recommends the Budget and Finance Committee and Village Board reject bids and have it included with the 2027 service building upgrades project. Page 36 of 65 Page 37 of 65 Page 38 of 65 BID TABULATION Project: 2026 Wastewater Improvements Aeration Basin; Village of Jackson Engineer's Project No. JK 24 Bid Deadline: March 11, 2026 at 1:00 p.m. local time Base Bid Price (lump sum) Spec No. Manuf/Sup Add/Deduct Manuf/Sup AMOUNT Manuf/Sup AMOUNT Manuf/Sup AMOUNT Manuf/Sup Add/Deduct Manuf/Sup AMOUNT 46 41 23 Submersible Mixers KSB -$18,000.00 n/a KSB n/a n/a KSB -$24,200.00 n/a 46 51 33 Flexible Membrane Disc Diffuser SSI $43,000.00 n/a SSI $39,000.00 n/a EDI $95,900.00 n/a Subcontractor Listing Subcontracted Work Site Work Concrete Exterior Site Piping Interior Process Piping Electrical Pieper Electric $22,399.00 $184,000.00 n/a n/a $223,400.00 Company NameCompany Name Rohde Brothers Rohde Brothers Hartford Landscaping & Supply ITT-Flygt Schedule A - Equipment Bid Items EDI Manuf/Sup EQUIPMENT ITEM Base Bid Engineer Designated Optional Alternate Engineer Designated Optional Alternate $1,600,889.00 J.H. Hassinger Construction Contractor's Name: Rhode Brothers, Inc. Staab Construction Corporation $1,247,000.00 $1,373,000.00 Engineer Designated Optional Alternate Company Name Staab Construction n/a Lee Mechanical included in ext. J.H. Hassinger $320,240.00 Pieper $225,000.00 Staab Construction n/a Staab Construction n/a Staab Construction n/a Cardinal Construction Lee Mechanical $507,146.00 Pieper $223,400.00 Lee Mechanical Page 39 of 65 Taking the lead in Washington County STAFF MEMO Village of Jackson Public Works To: Brian Heckendorf, Village President Jen Heidtke, Village Administrator CC: Board of Public Works; Budget and Finance; Village Board From: Jack Straehler, Director of Public Works Subject: Review of Bids – 2026 Street Improvements – Eagle Drive North Segment Meeting Date: March 31, 2026 – Board of Public Works Background and Analysis: This memo is to inform the Board of bids received for the 2026 street improvement project of Eagle Drive, between the State Highway 60 roundabout and Living Word Lane, including the Living Word Lane roundabout. Three contractor bids were received for this project. The work consists of milling approximately three inches of the existing pavement surface and installing two lifts of compacted asphalt binder course and surface course back in place. This project is necessary due to the deteriorating condition of the existing pavement and the resulting poor drivability. Additionally, this section of roadway has generated a significant number of complaints. Please see the attached bids for full detail results. Based on the bids received, it is my recommendation that the Board move forward with the proposal submitted by Stark Pavement Corporation in the amount of $ 54,527.30. Please let me know if you have any questions. JS Recommendation: Board of Public Works recommends the Budget and Finance Committee and Village Board approve the bid from Stark Pavement Corporation in the amount of $54,527.3 0. Page 40 of 65 To: Contact: VILLAGE OF JACKSON Email:Jackson, WI 53037 Address: N168 W19851, Main St. Phone: V/O JACKSON EAGLE DR. ROUNDABOUTProject Name: Bid Number: Project Location: Bid Date: Total PriceUnit PriceUnitItem DescriptionItem # Estimated Quantity $13,882.50$4.503,085.001 SYMILLING-3" $40,644.80$76.40532.002 TONHMA-3" $54,527.30Total Bid Price: Notes: • Inclusions / Exclusions: · All bid items are tied (unless otherwise discussed prior to bid opening). · Bond is NOT Included · One (1) mobilization is included. Any extra mobilizations will be charged to the contractor at $3,000 each. · Fine grading is included, all base course, staking and trucking by others. All base course shall be +/- 0.1' prior to Stark mobilizing. · Stark Pavement Corp. will not be liable for liquidated damages resulting from other contractors' delays or our work not being scheduled in a timely manner. · Prices DO NOT INCLUDE: flagging, railroad insurance, railroad flagging, traffic control, saw cutting, erosion control, clearing/grubbing, utility frame adjustments, pavement marking, signing, layout/staking, or any applicable permit fees. · Stark requires a minimum of 1% slope to guarantee drainage. If the Owner directs construction with less than a minimum grade of 1%, it is understood and agreed that water ponding may occur and that no warranty will attach to the Work. Stark Pavement Corp. is not responsible for the redesigning of plan grades in order to establish a minimum of 1% drainage. • As required by the Wisconsin Lien law, Stark Pavement Corporation, Inc., hereby notifies you that persons or companies furnishing labor or material for construction on your land may have lien rights on your land and buildings if not paid. Those entitled to lien rights, in addition to the undersigned, are those who contract directly with you or those who give you notice within 60 days after they first furnished labor or material for the construction. Accordingly, you will probably receive notice from those who furnish labor or material for the construction, you should give a copy of each notice received to your mortgage lender, if any. We agree to cooperate with you and your lender, if any, to see that all potential lien claimants are duly paid. • INSURANCE: Certificate of liability coverage and contractors' blanket additional insured endorsement are available upon request. Additional charges outlined below will be added to our proposal in the event the contract requires higher limits of coverage. · CG2010 (07/04), CG2037 (07/04), CG2010 (10/01), CG2037 (10/01): $1,250/Per Form/Year · Umbrella to be primary/non-contributory ADD: $1,000 · Waiver of subrogation ADD: $250 · Pollution Liability Insurance requiring $2,000,000 of coverage on contracts less than $5,000,000 ADD: $2,500 · Pollution Liability Insurance requiring $2,000,000 of coverage on contracts greater than $5,000,000 ADD: $3,500 · Pollution Liability Insurance requiring greater than $2,000,000 of coverage is not included & will be quoted on a per project basis · Professional Liability Insurance is not included & will be quoted on a per project basis • Price reflects asphalt placement in temperatures at or above 40°F; if required by the Prime Contractor's schedule to place asphalt in temperatures lower than 40°F, Stark Pavement Corporation, Inc., will not be held liable for damage or defects attributed to temperature or other weather conditions. • Price does not include paving work taking place between December 1st and April 15th of any year. Payment Terms: Payment terms of net 30 days from the date of invoice. A 1.5% service charge will be added on all past due outstanding balances. All prices are valid for no greater than 30 days. Page 1 of 23/17/2026 7:47:58 AM Page 41 of 65 To: Contact: VILLAGE OF JACKSON Email:Jackson, WI 53037 Address: N168 W19851, Main St. Phone: V/O JACKSON EAGLE DR. ROUNDABOUTProject Name: Bid Number: Project Location: Bid Date: ACCEPTED: The above prices, specifications and conditions are satisfactory and hereby accepted. Buyer: Signature: Date of Acceptance: CONFIRMED: Stark Pavement Corporation Authorized Signature: Estimator: Page 2 of 23/17/2026 7:47:59 AM Page 42 of 65 Proposal Date 3/11/2026 Project ID 26-0486 Job Site Eagle Drive Jackson, WI 53037 Contact Bob Opie (414) 788-0937 ropie@poblockipaving.com Submitted to Village of Jackson Jack Straehler (262) 677-0707 jack.straehler@villageofjackson wi.gov Services Eagle Drive Estimate Asphalt Overlay Based on approximately 21,325 square feet of asphalt paving. Mill existing asphalt to allow for 3" of new pavement. Clean the existing pavement thoroughly and apply an emulsified tack coat. Construct a 2-course 3" compacted thickness hot mix asphalt pavement consisting of 4LT 58-28S mix design. Road closure and striping by others. Total: $62,452.18 Eagle Drive Proposal 3/11/2026 16363 West Ryerson Road, New Berlin, WI 53151 https://poblockipaving.com/ | (414) 476-9130 1 of 4 Page 43 of 65 T&C's Heartland Paving Partners – Standard Terms & Conditions Applicability: These Standard Terms & Conditions apply to all projects performed by Heartland Paving Partners (operating locally as Poblocki) and any of its affiliated entities or locations, collectively referred to as “HPP .” 1. Scope of Work & Exclusions Any work beyond the explicitly stated scope requires a separate written agreement. Heartland Paving Partners (HPP) will not be responsible for: Damage to sealcoating caused by sprinkler systems or water runoff. Drainage issues resulting from existing site grades with slopes of less than 2%. Damage to underground utilities, sprinkler lines, or improperly buried utilities. Any task or work scope not specifically detailed in the approved proposal. Testing, inspections, permits, or associated fees unless specifically included. Site preparation, excavation, backfill, layout, or engineering unless explicitly listed in the proposal. Unforeseen site conditions including, but not limited to, hidden utilities, poor subgrade, or hazardous materials. If these are encountered, HPP reserves the right to issue a change order for necessary additional work. Downtime: If work is halted due to safety concerns or site conditions beyond HPP’s control (e.g., moving trains or other unforeseen interruptions), downtime will be tracked and billed at $2,000 per hour, prorated based on actual downtime. Charges include labor, equipment, and trucking. Additionally, unused materials from asphalt plants caused by downtime will be billed separately. Downtime and associated costs will be reported daily to the Customer. 2. Project Requirements & Customer Responsibilities The Customer shall be responsible for: Obtaining permits, bonds, and paying any required fees, unless specified otherwise. Ensuring unrestricted access to the job site, including removing vehicles and other obstructions. Notifying tenants and service providers about project scheduling. Turning off all sprinkler systems at least 24 hours before work begins, and keeping them turned off for a minimum of 48hours after completion. Any required excavation, soil stabilization, or material replacement resulting from unsuitable conditions, which will be at the Customer’s expense. 3. Scheduling & Delays Project scheduling will be coordinated directly with the Customer. Delays caused by Customer actions or inactions may result in additional charges. HPP is not responsible for delays caused by: Weather conditions, acts of nature, government actions, or other force majeure events. Delays involving third-party contractors or suppliers. Unanticipated site conditions requiring additional work. Cold, wet, or otherwise inclement weather may delay work or affect asphalt and sealcoating quality. Any work performed under adverse conditions at the Customer’s explicit request is not covered by HPP’s warranty. Eagle Drive Proposal 3/11/2026 16363 West Ryerson Road, New Berlin, WI 53151 https://poblockipaving.com/ | (414) 476-9130 2 of 4 Page 44 of 65 4. Payment Terms Payment terms and structure are as follows: Deposit: A deposit may be required before scheduling work. Progress Billing: Invoices may be issued weekly, bi-weekly, or upon project completion, based on project length and complexity. Final Payment: Due within 30 days from the final invoice date unless specified differently above. Late Payments: Outstanding balances are subject to a late payment charge of 1.5% per month (18% annually). (Note:Payment terms of net 45–60 may be available and must be agreed upon separately.) If payment is not received within 60 days of the invoice due date, HPP reserves the right to file a lien against the property in compliance with applicable state laws, including required notices and filing deadlines. Financing: Projects financed through CreditKey or other financing partners will include a one-time transaction fee of up to 3.99% of the total contract amount, payable by the Customer. Winter Concrete Charges: Due to additional supplier costs, all concrete materials are subject to a $15.00/CY surcharge for work completed November 1 through April 30. 5. Warranty & Liability HPP warrants its workmanship and materials against defects for one year from project completion. This warranty expressly excludes: Normal wear and tear. Damage from improper use, lack of proper maintenance, or adverse weather conditions. Issues arising from site conditions or circumstances beyond HPP’s control. HPP’s total liability under this agreement shall never exceed the total contract amount. HPP will not be liable for indirect, incidental, or consequential damages, including lost profits, downtime, or business interruptions. Warranty repairs shall be performed at HPP’s sole discretion and may involve patching, resurfacing, or other appropriate corrective measures. 6. Acceptance & Legal Considerations This document constitutes the complete agreement between Heartland Paving Partners and the Customer, superseding all prior written or oral agreements. No modifications or amendments to this Agreement will be valid unless they are documented in writing and signed by authorized representatives of both parties. This Agreement shall be governed by and construed according to the laws of the State of Illinois, without regard to conflicts of law principles, unless explicitly agreed otherwise in writing. Disputes arising under or related to this Agreement shall be resolved through arbitration or legal proceedings exclusively in DuPage County, Illinois, or the jurisdiction where the project is located, at the discretion of Heartland Paving Partners. Both parties explicitly waive their right to a jury trial in any dispute arising from this Agreement. The prevailing party in any arbitration or litigation arising from or related to this Agreement shall be entitled to reimbursement of reasonable attorney’s fees, court costs, and related litigation expenses. Acceptance ACCEPTANCE OF THIS CONTRACT: The above material, scope of work and payment terms are satisfactory and hereby accepted by Customer. We therefore authorize Poblocki Paving, LLC. to proceed under the conditions of this contract. We will pay and discharge all reasonable costs, attorney’s fees and expenses that shall be made and incurred by Poblocki Paving, LLC. in enforcing the provisions and covenants of this agreement. This Proposal will expire after 7 calendar days from the date of this quotation unless withdrawn, in writing, at an earlier date. All Proposed Work is subject to the Poblocki Paving, LLC. Standard Terms & Conditions page attached. Eagle Drive Proposal 3/11/2026 16363 West Ryerson Road, New Berlin, WI 53151 https://poblockipaving.com/ | (414) 476-9130 3 of 4 Page 45 of 65 1. Sprinkler System Shutdown: All sprinklers must be turned off 24 hours before the sealcoating application begins. Sprinklers must remain off for 48 hours following the completion of the work to ensure the integrity of the newly applied sealcoating. 2. Vehicles left on the Premises: All vehicles must be removed before the commencement of the job. If any vehicles are left behind, you will be required to arrange for a towing service, or you will incur an additional trip charge. NOTE: If your project involves Sealcoating, please note the following: 1. Stay Off Property for 24 Hours: To allow the sealcoat to cure properly, please refrain from driving, walking, or placing any objects on the treated area for a minimum of 24 hours after the completion of the sealcoating process. This precaution helps prevent any damage or imperfections in the freshly applied sealcoat. 2. Restrictions on Large Deliveries: Garbage trucks and other large deliveries should refrain from entering the parking lot for 48 hours prior to the scheduled sealcoating work and for 48 hours thereafter. __________________________________________ ______________ __________________________________________ Jack Straehler Village of Jackson jack.straehler@villageofjacksonwi.gov Date Bob Opie Poblocki Paving ropie@poblockipaving.com Eagle Drive Proposal 3/11/2026 16363 West Ryerson Road, New Berlin, WI 53151 https://poblockipaving.com/ | (414) 476-9130 4 of 4 Page 46 of 65 Eagle Dr. Roundabout Legend 3" Mill & Overlay 200 ft N ➤ ➤ N Page 47 of 65 PLM-26-12892-1 3/17/2026 PLM Paving and Concrete W225N3178 Duplainville Rd Pewaukee, WI 53072 262-691-3964 sales@plmpaving.com Prepared by: Tom Opie tom@plmpaving.com 414.406.2718 Prepared For: Village of Jackson N168W19851 Main St Jackson, WI 53037 262-677-9001 Attention: Jack Straehler Project Address: Stonewall and Eagle Dr Stonewall Drive and Eagle Jackson, WI 53037 Dear Jack Straehler, thank you for the opportunity to provide you with this proposal. We look forward to answering any questions you may have and working with you on this project. ASPHALT MILL & OVERLAY $62,218.00 Procedure to mill and overlay intersection 25,450 SF. Profile mill asphalt pavement to allow for 3.00 inches of new asphalt resurfacing and haul off-site. Sweep and clean asphalt pavement free of dust, dirt and debris and haul off-site. Apply tack coat (glue) prior to asphalt paving to ensure proper bond and adhesion. Machine lay hot mix asphalt to a compacted depth of 3.00 inches consisting of a 1.50 inch depth 3LT binder course and a 1.50 inch depth 4LT surface course. Layout and paint pavement markings. Provide traffic control. PROPOSAL TOTAL: $62,218.00 OPTIONAL ITEMS CONCRETE CURB & GUTTER - REPAIR $6,472.00 Procedure to remove and replace 65 lineal feet of 30" Curb & Gutter (24" pan) x 6" thick" curb and gutter: Saw-cut, excavate, and remove existing curb & gutter. Shape, grade and compact base course. Include up to 1" maximum depth aggregate crushed aggregate base course for fine grading. Frame and pour using 4,000 psi commercial concrete mix. Drill and pin (if required) into adjacent concrete with 1/2" steel rebar. Lightly broom finish and sawcut joints. OPTIONAL ITEMS TOTAL: $6,472.00 This proposal is valid for thirty (30) days from the date written above. The proposal is subject to the terms and conditions enclosed, attached, and/or on the backside of the proposal. This proposal contains confidential information belonging to the sender, which is legally privileged. The information is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this proposal is strictly prohibited. If you have received this proposal in error, please immediately notify us by telephone to arrange for the return of the original documents to us. Required payment Schedule: 25% due at time of execution of proposal, 75% due upon completion. All invoices are due 15 days after date on the invoice. Any payment not made when due shall accrue compound interest at a rate of 2% per month. Progress payments not received per this payment schedule will result in stoppage of Page 48 of 65 PLM-26-12892-1 3/17/2026 work. Should Customer wish to pay for this work with a credit card, a 4% markup to the total contract price including all accepted options and change orders will be added to the contract total. Client Signature: ____________________________ Today's date: __________________________ Page 49 of 65 PLM-26-12892-1 3/17/2026 Parties: Parking Lot Maintenance, LLC, a Pave America company, ("PLM") and the Customer hereby mutually agree to be bound by these General Terms and Conditions ("Terms"), which are made part of and incorporated into the foregoing Proposal. These Terms and the Proposal including all attached pages are collectively referenced below as "the Agreement". Terms and Conditions: • Upon Customer’s written acceptance of this proposal, the Customer accepts the project specifications and materials set forth herein. No other terms and conditions, or amendment to these terms and conditions, shall be enforceable unless set forth in writing and signed by all parties. Any refusal by the Customer to proceed with the project after acceptance of the proposal shall be deemed a material breach of this contract and Customer agrees to the recovery of damages incurred by Parking Lot Maintenance, LLC ("PLM") and/or its subcontractors for all lost profit and costs, including all planning, design, preparation, and materials identifiable to the contract. • All permits are the Owner's responsibility prior to the commencement of the project unless PLM has specified otherwise in writing. • If PLM is unable to start or complete the proposed project due to obstructions (e.g., vehicles) or other actions of the Owner, the Owner shall be responsible for all costs associated with removing the obstruction (e.g., towing) or correcting the cause plus 30% over and above direct costs (labor, equipment) to cover PLM's overhead and profit. • PLM shall have the right without obtaining consent from the Customer to subcontract all or any portion of PLM's Services to be provided under this Agreement. PLM shall remain responsible for the performance of any such subcontractor. • PLM shall not be bound to any construction schedules unless agreed to in writing by Contractor. If no schedule is established, the Contractor will undertake the work during its normal operating schedule. • Due to the uncertainty of material pricing, for example, but not limited to: asphalt, fuel and concrete; PLM reserves the right to modify the contract price in the event the documented cost of the products increase for any reason, including tariff-related increases from the date of the proposal compared to the price at the time of contract execution. • If the price for any material utilized in the project increases for any reason, including tariff-related reasons by more than 10% between the contract execution date and the date that PLM purchases the material for the project, PLM shall have the right to adjust the contract price to cover the increased costs, supported by invoices and/or other supporting documentation to purchase such materials. Exclusions: Customer acknowledges and shall be solely responsible for the following: • Due to uncertainty with the soil conditions, if additional excavation is required due to unsuitable or unstable soils, any materials requiring to be removed at $30/ton and replaced at $30/ton. Final invoicing will be based on as-built quantities measured in the field and verified by load tickets. • Unless otherwise noted in this proposal, PLM is not responsible for any damage to private electrical lines, private utilities, or anything not marked by Diggers Hotline • PLM is not responsible for any landscape restoration related to construction activities. • PLM is not responsible for tire marks on asphalt, sealcoat and/or concrete. • PLM is not responsible for any damage to existing asphalt or concrete pavement from construction traffic requiring trucks and equipment to travel to perform the work outlined above. • PLM is not responsible for property line delineation. • All permits, engineering and testing, subgrade stabilization (undercutting), utility adjustments of underground facilities, manholes, water valves or underground structures and architectural drawings are by others including all fees associated unless otherwise agreed and noted in the above scope of work. Customer agrees to indemnify, protect and hold PLM harmless from any and all damages, expenses, attorneys’ fees suffered or incurred on account of Customer’s breach of any obligation or covenant of this proposal. Site Drainage / Site Conditions: • In the event underlying concrete, wood, other materials or unusual, unsuitable, unstable, or contaminated sub-surface conditions are discovered during excavation on the job. • In any case where 1.5% drainage in all directions is not present or achievable, it is understood and agreed that water ponding may occur and that no warranty will attach to the paving work. • Unless specifically stated in the description of the work to be performed, PLM is not responsible for modifying or changing the elevations of the existing asphalt or concrete to meet or exceed ADA standards or Compliance. • PLM at its sole discretion may refuse to construct work when temperatures and moisture do not allow for a quality, warrantable finished product. When necessary, Owner/Agent will be required to sign off on a waiver of warranty which will be delivered to Owner/Agent in advance of construction with advance notice prior to construction activities. • Materials and Workmanship: • All materials will be as specified. All work will be performed in a workmanlike manner in accordance with industry standards. PLM does not guarantee or warrant the project from cracking, whether original installation or resurfacing, and Owner understands that cracking is likely to occur. PLM is not responsible for filling cracks in existing deteriorated (alligator) areas unless otherwise specified in writing. PLM shall not be responsible for any damages based on abuse, misuse or Owner's failure to backfill edges of paved areas. All labor performed and material provided is conclusively accepted and satisfactory unless PLM is notified in writing within 5 days after project is completed. All stone, asphalt and concrete depths indicated are to be average depths after compaction. • Although PLM will endeavor to cooperate fully with the progress of the work, it reserves the right to delay the start of work until the entire area of the job is ready to be poured, paved, or sealed. Unless otherwise noted, the total price is based on one move-in and complete access to work areas at the time of move-in. Purchaser agrees to pay Contractor $2,500.00 for each additional move-in. The removal of vehicles from the work site is the sole responsibility of the Purchaser. Damage to vehicles left on the worksite is the responsibility of the Customer. The contractor is not responsible for crack sealant that adheres to tires. The contractor is not responsible for overspray on vehicles, curb and gutter, and all structures within 50 feet of the edge of the parking lot and or area being sealed or treated. • Concrete projects are not guaranteed to be 100% consistent in color and depending on ambient temperature, moisture/humidity, sun/shade combinations the concrete may cure with inconsistent appearance. • An y sealcoat project with shaded areas due to tree cover, buildings and obstructions may not cure properly or in a timely manner consistent with the remainder of the project and PLM reserves the right to not warranty these portions of the completed project. • Customer agrees that this proposal is subject to PLM standard one (1) year warranty, on all materials and labor based on industry standards and reserves the sole right to determine the means and methods to complete any mutually agreed repairs • Warranty is voided in the event of non-payment for any payment due based on original Proposal and any subsequent Change Orders until payment is received in full. EXCLUSION OF CONSEQUENTIAL DAMAGES AND DISCLAIMER OF OTHER LIABILITY EXCLUSION OF CONSEQUENTIAL DAMAGES AND DISCLAIMER OF OTHER LIABILITY : • PLM's liability with respect to any breach of this Contract or any breach of any warranty that would be found to exist shall not exceed the contract price. PLM shall not be subject to and disclaims: • (1) Any other obligations or liabilities arising out of breach of contract or warranty, including any implied warranty of merchantability or fitness for a particular purpose • (2) Any obligations whatsoever arising from tort claims (including negligence and strict liability) or arising under other theories of law with respect to products sold or services rendered by PLM, or any undertakings, acts or omissions relating thereto, and (3) All consequential, incidental special and/or contingent damages whatsoever. Owner agrees to indemnify and hold harmless PLM from any and all claims, liabilities, costs and expenses of any nature arising from injuries to third parties at the job site or the interruption or destruction of Owner/private underground cable, pipes or installations. Work of Others: • PLM shall not be liable for any damage because of any delay due to any cause beyond PLM's complete control, including but not limited to any act of God, act of Owner, embargo or other governmental act, regulation or request, fire, accident, strike, slow-down, war, riot, delay in transportation, delayed delivery by suppliers or Owner's or PLM's inability to obtain the necessary permits or licenses or comply with any other governmental regulations concerning the installation or performance. Page 50 of 65 PLM-26-12892-1 3/17/2026 • In the event of any such delay, the date of completion shall be extended for a period equal to the time lost by reason of the delay. Claims by Owner against PLM must be made in writing to PLM within five (5) days of knowledge of the alleged claim and failure to give such notice shall constitute unqualified acceptance and a waiver of all such claims by Owner. Severability: • If any of these Terms and Conditions shall be deemed illegal or unenforceable, such illegality or unenforceability shall not affect the validity and enforceability of any legal and enforceable provisions hereof which shall be construed as if such illegal and unenforceable provision or provisions had not been inserted herein, unless such illegality or unenforceability shall destroy the underlying business purpose of these Terms and Conditions. Price and Payment: • The prices in this proposal are PLM's prices for the goods and/or services with the Exclusion of Consequential Damages and Disclaimer of Other Liabilities, set forth above, including the disclaimer of strict liability and other tort liability, enforceable against the Owner. If Owner desires for PLM to provide a greater or additional warranty and/or to be liable for some or all of the matters disclaimed herein, then the Owner must notify PLM in writing and a new contract will be prepared which excludes this language, but which reflects higher sales prices reasonably compensating PLM for assuming that additional exposure. • Each phase of work will be billed upon completion of that phase and payment is not contingent on 100% completion of the project.. PLM reserves the right to grant or deny credit and may withdraw credit privileges at any time, for any reason, at its own discretion. Customer agrees to pay all invoices within 15 days of the invoice date. Customer agrees to pay a service charge of 2.0% per month (24% per annum) on all past due balances and consents to the assignment of collection rights to its designated agent or assignee. Customer further agrees to pay all collection costs including reasonable attorney fees, lien fees and court fees; and herewith waives all claims or rights to claim exemptions under applicable state laws.. This contract shall be governed by the laws of the State of Wisconsin, County of Waukesha. If full payment (including aforementioned late charges) has not been received by Contractor within 45 days of substantial completion, all of Customer’s warranty rights hereunder will be forfeited and automatically become void and Contractor shall be excused from further performance of work under this proposal, or any other contract with Purchaser and all amounts then due and owing, including retainage, shall become immediately payable . Should Customer wish to pay for this work with a credit card, a 4% markup to the total contract price including all accepted options and change orders will be added to the contract total. • The pricing contained herein is based on all work being completed within 30 days of the date of this proposal unless otherwise agreed in writing. The terms for doing any work after this date may, at Contractor's option, be renegotiated between Contractor and Customer. To the extent Contractor has performed any work within 30 days of the date of this proposal, Contractor shall be compensated for all such work under the terms and conditions and including price as set forth in this proposal, including retainage, together with any costs incurred as a result of Customer delay in completion of the work. Customer agrees to compensate Contractor for ALL reasonable costs (and associated overhead and profit) for delays incurred completing the work. NOTICE OF LIEN RIGHTS : "AS REQUIRED BY THE WISCONSIN CONSTRUCTION LIEN LAW, YOU ARE HEREBY NOTIFIED THAT PERSONS OR COMPANIES FURNISHING LABOR OR MATERIALS FOR THE CONSTRUCTION ON YOUR PROPERTY MAY HAVE LIEN RIGHTS ON YOUR LAND AND BUILDING(S) IF THEY ARE NOT PAID. THOSE ENTITLED TO LIEN RIGHTS, IN ADDITION TO THE UNDERSIGNED PRIME CONTRACTOR, ARE THOSE WHO CONTRACT DIRECTLY WITH YOU OR THOSE WHO GIVE YOU IDENTIFICATION NOTICE WITHIN SIXTY (60) DAYS AFTER THEY FIRST FURNISH LABOR AND MATERIALS FOR THE CONSTRUCTION. YOU PROBABLY WILL RECEIVE NOTICES FROM THOSE WHO FURNISH LABOR AND MATERIALS FOR CONSTRUCTION. YOU SHOULD GIVE A COPY OF EACH NOTICE YOU RECEIVE TO YOUR MORTGAGE LENDER, IF ANY. THE UNDERSIGNED PRIME CONTRACTOR AGREES TO COOPERATE WITH YOU AND YOUR LENDER, IF ANY, TO SEE THAT ALL POTENTIAL CLAIMANTS ARE DULY PAID. PLM IS NOT RESPONSIBLE FOR PAVEMENT BREAKAGE DUE TO CONSTRUCTION TRAFFIC. PLM IS NOT RESPONSIBLE FOR DAMAGE TO OR INJURIES CAUSED BY ANY OWNER/PRIVATE INSTALLED UTILITIES, GAS, ELECTRIC, WATER, SEWER, CABLE, TELEPHONE, PIPES, LINES, CONDUITS, OR OTHER UNDERGROUND OBSTRUCTIONS, (herein "UNDERGROUND INSTALLATIONS"). • Customer shall not prematurely subject the work to any type of traffic; loads more than the design capacity before proper cure, or in a manner which may damage the work. PLM is not responsible for graffiti, tire tracks, animal, or human footprints, etc., on finished concrete/asphalt. Page 51 of 65 Jackson Intersection of Stonewall & Eagle Dr Legend Alt. R&R 65 Ln.Ft. Curb Mill & Pave 25,450 sq.ft. 100 ft N ➤ ➤ N Page 52 of 65 Resolution #26-12 1 STATE OF WISCONSIN VILLAGE OF JACKSON WASHINGTON COUNTY RESOLUTION #26-12 PRELIMINARY RESOLUTION DECLARING INTENT TO EXERCISE SPECIAL ASSESSMENT POLICE POWERS, UNDER SECTION 66.0703 OF THE WISCONSIN STATUTES WHEREAS, the Village Board of the Village of Jackson, Washington County, Wisconsin is pursuing the construction and reconstruction of public improvements consisting of water and sanitary sewer mains; storm sewers; pavement; curb and gutter; and sidewalks and the related improvements and expenses for the benefit of the properties described on Exhibit A hereto. BE IT RESOLVED, by the Village Board of the Village of Jackson, Washington County, Wisconsin: 1. The Village Board hereby declares its intention to exercise its police power under Section 66.0703 of the Wisconsin Statutes to levy special assessments upon the properties described in Exhibit A hereto, for special benefits conferred upon such property by the construction of public improvements consisting of water and sanitary sewer mains; storm sewers; pavement; curb and gutter; and sidewalks and the related improvements and expenses. 2. The Village Board hereby determines that the construction of such improvements is in the best interest of, and for the health and welfare of the municipality and the property benefited by the improvements and therefore constitutes an exercise of the police power. 3. The amount of such assessments shall be determined and levied upon completion of the construction of public improvements consisting of water and sanitary sewer mains; storm sewers; pavement; curb and gutter; and sidewalks and the related improvements and expenses. 4. The number of installments, rate of interest, and the terms of payment will be included in the Final Resolution after the Public Hearing; which will be held upon completion of the project, when final costs have been determined. 5. Every Special Assessment levied under this Resolution, shall be a lien against the property assessed, from the date of the Final Resolution of the Village Board determining the levy. 6. The Director of Public Works shall prepare a report consisting of the following: a. Preliminary of the final plans and specifications for the Public Works. b. An estimate of the entire cost of the proposed improvements. c. A schedule of the proposed properties against which the assessments are to benefit. Page 53 of 65 Resolution #26-12 2 d. A statement that each property against which the assessments are proposed, has been inspected and is benefited, setting forth the basis of such benefit. e. Upon completion of the report, the Director of Public Works shall file a copy with the Village Clerk, and with the Village Treasurer. 7. The Village Clerk shall make a copy of the report available for public inspection. Introduced by: ____________________ Seconded by:______________________ Vote: ayes nays Passed and Approved: _______________ _______________________________ Brian Heckendorf - Village President Attest: ______________________________ Pamela Wolf- Interim Village Clerk Proof of Posting: I, the undersigned, certify that I posted this Resolution on bulletin boards at the Village Hall, Post Office, the Jackson Community Center, and the Village of Jackson website. Village Official Date Page 54 of 65 Resolution #26-12 3 Exhibit A - Preliminary Intent to Assess – Eagle Drive, Hawthorn Drive, Aspen Drive, and Linden Drive Page 55 of 65 Resolution #26-13 1 STATE OF WISCONSIN VILLAGE OF JACKSON WASHINGTON COUNTY RESOLUTION #26-13 A RESOLUTION ACCEPTING THE SANITARY SEWER AND WATER SYSTEM ASSOCIATED WITH THE OAKS OF JACKSON SUBDIVISION DEVELOPMENT The Village Board of the Village of Jackson, Washington County, Wisconsin, does resolve as follows: BE IT RESOLVED that the Village hereby accepts, pursuant to the provisions of Chapter 44 of the Village Code, the Sanitary Sewer and Water System associated with the Oaks of Jackson Subdivision Development in the Village of Jackson, Washington County, Wisconsin. Introduced by: Seconded by: Vote: Ayes Nays Passed and Approved: Brian J. Heckendorf – Village President Attest: Pamela Wolf – Interim Village Clerk Proof of Posting: I, the undersigned, certify that I posted this Resolution on bulletin boards at the Village Hall, Post Office, the Jackson Community Center, and the Village of Jackson website. Village Official Date Page 56 of 65 Resolution #26-14 1 STATE OF WISCONSIN VILLAGE OF JACKSON WASHINGTON COUNTY RESOLUTION #26-14 A RESOLUTION ACCEPTING THE SANITARY SEWER AND WATER SYSTEM ASSOCIATED WITH THE CEDAR CREEK TOWNHOMES DEVELOPMENT The Village Board of the Village of Jackson, Washington County, Wisconsin, does resolve as follows: BE IT RESOLVED that the Village hereby accepts, pursuant to the provisions of Chapter 44 of the Village Code, the Sanitary Sewer and Water System associated with the Morning Meadows Subdivision Phase #3 Development in the Village of Jackson, Washington County, Wisconsin. Introduced by: Seconded by: Vote: Ayes Nays Passed and Approved: Brian J. Heckendorf – Village President Attest: Pamela Wolf– Interim Village Clerk Proof of Posting: I, the undersigned, certify that I posted this Resolution on bulletin boards at the Village Hall, Post Office, the Jackson Community Center, and the Village of Jackson website. Village Official Date Page 57 of 65 Taking the lead in Washington County STAFF MEMO Village of Jackson Public Works To: Brian Heckendorf, Village President Jen Heidtke, Village Administrator CC: Board of Public Works; Budget and Finance; Village Board From: Jack Straehler, Director of Public Works Subject: Ordinance Amendment- Chapter 42, Section 86 – Limited Parking in Certain Areas Meeting Date: March 31, 2026 – Board of Public Works Background and Analysis: This memo is to inform the board of an update to Chapter 42, Section 86 – Limited Parking in Certain Areas. In connection with the West Bend School District Jackson Elementary site improvements, a traffic study was conducted by Traffic Analysis and Design, Inc. (TADI). The study was reviewed by the Village’s consultant engineer, Cedar Corporation, as well as by staff and the Village Board. As a result of these reviews, it is recommended that the ordinance be amended to include no parking in the following locations: • Jackson Drive: East side between Main Street and Hickory Lane • Jackson Drive: West side between Main Street and Hickory Lane • Spruce Street: North side between Ridgeway Drive and the West Bend School District driveway • Hemlock Street: East side between Hickory Lane and Spruce Street Please see the attached updated ordinance to reflect these changes. If you have any questions, please let me know. JS Recommendation: Board of Public Works recommends the Village Board approve the ordinance update to Chapter 42, Section 86 – Limited Parking in Certain Areas. Page 58 of 65 Ordinance #26-01 Page 1 of 2 STATE OF WISCONSIN VILLAGE OF JACKSON WASHINGTON COUNTY ORDINANCE #26-01 AMENDING CHAPTER 42 OF THE VILLAGE CODE REGARDING SEC. 42-86 – LIMITED PARKING IN CERTAIN AREAS; LOADING ZONES THE VILLAGE BOARD OF THE VILLAGE OF JACKSON, WASHINGTON COUNTY, WISCONSIN, does hereby ordain the following changes to the Village Code: SECTION I. Chapter 42 Section 86. (1) a. of the V illage Code of the Village of Jackson is hereby recreated to read as follows: (1) No parking. a. No parking at any time in the following areas: Street/Location Area Main Street (South 60) North and south side from the eastern village limits to the western village limits. Jackson Drive East side, north of Wilshire Drive to 38 feet north. East side, south of Wilshire Drive to 15 feet south. West side, north of Main Street (South 60) to six feet north of the alley. East and west side, between Main Street (South 60) and Hickory Lane. Industrial Drive West side, south of Tower Drive, 110 feet south. East side, between Main Street (South 60) to the entrance to Green Valley III. Tower Drive North side, east of Industrial Drive, 50 feet east. South side, from Industrial Drive to Center Street. Eagle Drive East and west sides from Ma in Street (South 60) to Hickory Lane. Cedar Run Drive South and west side from just west of to the intersection of Lea Fon Circle as posted. Glen Brooke Drive East and west side from Main Street (South 60) to South Street. East and west sides from Sherman Road to approximately 100 feet south of Glen Hill Drive. Reynolds Street North side from We stern Avenue to Center Street. South Street South side from Weste rn Avenue to Center Street. Western Avenue West side from Ma in Street to South Street. Cedar Parkway West side north of Sysc o Drive approximately 275 feet north. D eeteet DRAFT T ODEODE RTAIN AREAS; RTAIN ARE FT KSON, WASHINGTON COUNTY, KSON, WASHINGTON COUNTY, g changes to the Village Code: g changes to the Vill . (1) a. of the Village Code of the Village of Jackf the Village Code o to read as follows:ows: the following areas: he following are AFAFA and south side from the eastern village limits to tm the eastern village limits to t ARA East side, north of Wilshire Drive to 38 feet northEast side, north of Wilshire Drive to RARA East side, south of Wilshire Drive to 15 feet sEast side, south of Wilshire Drive RRARRAR West side, north of Main Street (South 60West side, north of Main Street (Sou RRRARRAR East and west side, between Main Strwest side, between Main Str RRRRRARRAR strial Drive West side, south of Tower Drive, West side, south of Tower Drive, RRDRRRADRDRDR East side, between Main StreeEast side DRDRDRDRDRDRDRDR Tower Drive Tower Drive North side, east of IndustNorth side DRDRDDRDDRDRDRDRDR South side, from Induh side, fro DDDRDRDDRDDRDRDRDRDR Eagle Drive East and west sidEast and west sid DDDRDRDDRDRDDRDDRDRDRDRDRDR Cedar Run Drive South and weSou posted. pos DDDRDRDDDDDRDDRDRDDDR Glen Brooke Drive Glen Brooke Drive East anEas DDDDDDDDDDDD EaE DDDDDDDD olds Street olds Street DDD Page 59 of 65 Ordinance #26-01 Page 2 of 2 North Ridgeway Drive West side, south of Willow Ridge Drive, south to approximately 50 feet north of the south lot line W198 N17011 North Ridgeway Drive. North Center Street East side from Ma in Street approximately 188 feet north. Hickory Lane North side of Hickory Lane from the east property line of the Jackson Area Community Center west to Jackson Drive. Stonewall Drive East side of Stonewall Drive from Georgetown Drive to 380 feet north along Stonewall Drive. Highland Road South side of Highland Road at N171W20131 Highland Road, from the east driveway approach extending to the west approximately 205 feet. Hickory Lane South side of Hickory Lane 40 feet east of the Hickory Lane Park driveway to 135 feet west of the Hickory Lane Park driveway, across from the Jackson Community Center. Spruce Street North side, between Ridgeway Drive and the West Bend School District property driveway. Hemlock Street East side, between Hickory Lane and Spruce Street. SECTION II. This Ordinance shall take effect from and after its passage and posting. Introduced by: Seconded by: Vote: aye nay Passed and Approved: V I L L A G E O F J A C K S O N B y : Brian J. Heckendorf, Village President Attest: Pamela Wolf, Interim Village Clerk Proof of Posting: I, the undersigned, certify that I posted copies of this Ordinance on bulletin boards at the Village Hall, Post Office, Jackson Community Center, and the Village of Jackson website. Dated: Village Official: DRAFT TT ackson Area ackson A TTTTT 380 feet north along380 feet north TTTTTTT ghland Road, from the east ghland Road, from the east oximately 205 feet.oximate TTTFTTTT the Hickory Lane Park driveway tothe Hickory Lane Park driveway to driveway, across from the Jackson drivewa TFTTFTTTT rive and the West Bend School District ve and the West Bend Sch TFTT AFT TT y Lane and Spruce Street.uce Street. AFTAFAF dinance shall take effect from and after its passagce shall take effect from and after its pass Seconded by: Seconded by: RAA nayna Passed and Ap P a s s e d R Attest: DR Pamela Wolf, Interim VillWolf, Interim Vill Proof of Posting:Proof D I, the undersigned, certify that I pI, the undersigned, certify that ommunity Center,ommunity and and the Vthe V D Page 60 of 65 1 Public Works Report March 31, 2026 Wastewater Treatment Plant - Designed Capacity – 1.69 million gallons per day Peak Flow Capacity – 6.0 million gallons per day Wastewater Treatment Plant Flows - Year 2024 Month Average Flow Minimum Flow Maximum Flow January 1.337 MGD 980,000 GPD 2.260 MGD February 1.440 MGD 1.090 MGD 2.250 MGD March 1.502 MGD 950,000 GPD 2.590 MGD April 1.427 MGD 980,000 GPD 3.220 MGD May 1.325 MGD 980,000 GPD 1.990 MGD June 1.544 MGD 980,000 GPD 2.500 MGD July 1.146 MGD 850,000 GPD 1.560 MGD August 1.027 MGD 760,000 GPD 1.550 MGD September 884,333 GPD 700,000 GPD 1.400 MGD October 795,484 GPD 670,000 GPD 0.990 MGD November 997,000 GPD 720,000 GPD 1.610 MGD December 935,806 GGD 730,000 GPD 1.460 MGD Wastewater Treatment Plant Flows - Year 2025 Month Average Flow Minimum Flow Maximum Flow January 880,645 GPD 750,000 GPD 1.160 MGD February 890,714 GPD 730,000 GPD 1.030 MGD March 1.356 MGD 840,000 GPD 2.300 MGD April 1.443 MGD 1.0005 MGD 3.5300 MGD May 1.279 MGD 830,000 GPD 2.5300 MGD June 1.100 MGD 830,000 GPD 1.8900 MGD July 993,225 GPD 860,000 GPD 1.2800 MGD August 1.446 MGD 800,000 GPD 5.6700 MGD September 953,333 GPD 820,000 GPD 1,210,000 MGD October 1.038 MGD 730,000 GPD 1,420,000 MGD November 929,000 GPD 760,000 GPD 1,080,000 MGD December 1,075 MGD 780,000 GPD 1,560,000 MGD Wastewater Treatment Plant Flows - Year 2026 Month Average Flow Minimum Flow Maximum Flow January 1.203 MGD 830,000 GPD 1,700,000 MGD February 1.020 MGD 800,00 GPD 1,480,000 MGD March April May June July August September October November December Page 61 of 65 2 2024 Wastewater Treatment Plant – Holding & Septage Receiving Annually by Month Month Holdings Grease Grease Decant Septage Septage Decant Total Billed January 1,240,050 Gallons 500 Gallons 62,900 Gallons $14,003.00 February 1,236,550 Gallons 2,300 Gallons 63,100 Gallons $14,081.00 March 1,139,150 Gallons 4,500 Gallons 141,500 Gallons $15,200.25 April 1,135,752 Gallons 3,600 Gallons 225,950 Gallons $17,972.27 May 982,150 Gallons 14,800 Gallons 274,550 Gallons $17,573.25 June 734,178 Gallons 2,000 Gallons 175,950 Gallons $11,860.53 July 1,374,900 Gallons 11,300 Gallons 285,450 Gallons $21,563.25 August 1,362,350 Gallons 15,800 Gallons 272,200 Gallons $21,376.50 September 990,600 Gallons 1,000 Gallons 237,550 Gallons $15,904.75 October 1,044,550 Gallons 6,400 Gallons 228,3650 Gallons $16,545.75 November 987,500 Gallons 5,800 Gallons 195,350 Gallons $15,106.75 December 960,550 Gallons 2,750 Gallons 107,300 Gallons $12,453.00 2025 Wastewater Treatment Plant – Holding & Septage Receiving Annually by Month Month Holdings Grease Grease Decant Septage Septage Decant Total Billed January 1,008,400 Gallons 1,500 Gallons 40,650 Gallons $11,190.25 February 905,450 Gallons 1,400 Gallons 41,250 Gallons $10,169.75 March 1,237,500 Gallons 3,100 Gallons 72,450 Gallons $14,372.25 April 1,1317,750 Gallons 3,200 Gallons 168,650 Gallons $15,545.75 May 1,174,850 Gallons 17,900 Gallons 194,850 Gallons $17,693.75 June 1,084,900 Gallons 15,800 Gallons 223,750 Gallons $17,390.75 July 1,037,150 Gallons 15,000 Gallons 168,550 Gallons $15,485.25 August 1,184,950 Gallons 22,700 Gallons 187,850 Gallons $17,907.75 September 1,292,700 Gallons 800 Gallons 2,500 Gallons 268,400 Gallons $19,819.00 October 1,700,600 Gallons 4,500 Gallons 17,400 Gallons 479,250 Gallons $30,211.25 November 1,592,850 Gallons 8,200 Gallons 297,850 Gallons $23,866.75 December 1,908,200 Gallons 4,250 Gallons 128,650 Gallons $22,553.25 Page 62 of 65 3 2026 Wastewater Treatment Plant – Holding & Septage Receiving Annually by Month Month Holdings Grease Grease Decant Septage Septage Decant Total Billed January 1,455,600 Gallons 1,750 Gallons 75,700 Gallons $16,518.50 February 1,032,250 Gallons 2,000 Gallons 84,200 Gallons $12,547.50 March April May June July August September October November December Wastewater Treatment Plant – Holding & Septage Receiving Annually Year Collected Amount Collected Year Collected Amount Collected Year Collected Amount Collected Year Collected Amount Collected 2005 $7,562.01 2006 $101,115.11 2007 $152,201,07 2008 $210,441.47 2009 $183,815.34 2010 $197,653.66 2011 $220,576.28 2012 $236,224.70 2013 $235,336.46 2014 $203,938.32 2015 $210,644,47 2016 $220,473.17 2017 $232,358.23 2018 $245,767.74 2019 $219,822.80 2020 $204,656.11 2021 $209,083.10 2022 $251,109.46 2023 $157,332.20 2024 $194,954.27 2025 $217,002.75 2026 Municipal Well Pump Information – Well Number and Pumping Capacity Well #1 400 GPM Well #3 900 GPM Well #4 1,200 GPM Well #5 1,100 GPM Well #6 800 GPM Summary of Municipal Water Consumption 2010 Total Pumpage 239,326,000 gallons 2011 Total Pumpage 240,268,000 gallons 2012 Total Pumpage 253,492,000 gallons 2013 Total Pumpage 228,371,000 gallons 2014 Total Pumpage 230,973,000 gallons 2015 Total Pumpage 222,621,000 gallons 2016 Total Pumpage 254,531,000 gallons 2017 Total Pumpage 251,387,000 gallons 2018 Total Pumpage 241,322,000 gallons 2019 Total Pumpage 253,427,000 gallons 2020 Total Pumpage 259,413,000 gallons 2021 Total Pumpage 242,216,000 gallons 2022 Total Pumpage 222,033,000 gallons 2023 Total Pumpage 229,997,000 gallons 2024 Total Pumpage 233,155,000 gallons 2025 Total Pumpage 249,538,201 gallons 2026 Total Pumpage 123,123,123 gallons Page 63 of 65 4 Municipal Water Consumption - Year 2024 Month Average Pumpage Highest Pumpage Total Pumpage January 560,000 GPD 733,000 gallons 17,486,000 gallons February 554,550 GPD 711,000 gallons 16,082,000 gallons March 541,840 GPD 731,000 gallons 16,797.000 gallons April 609,130 GPD 903,000 gallons 18,274,000 gallons May 609,870 GPD 762,000 gallons 18,906,000 gallons June 661,830 GPD 817,000 gallons 19,855,000 gallons July 731,480 GPD 988,000 gallons 22,676,000 gallons August 693,740 GPD 881,000 gallons 21,506,000 gallons September 739,570 GPD 972,000 gallons 22,187,000 gallons October 722,810 GPD 1,021,000 gallons 22,407,000 gallons November 565,450 GPD 816,000 gallons 17,529,000 gallons December 627,420 GPD 889,000 gallons 19,450,000 gallons Municipal Water Consumption - Year 2025 Month Average Pumpage Highest Pumpage Total Pumpage January 607,970 GPD 781,000 gallons 18,847,000 gallons February 682,680 GPD 820,000 gallons 19,115,000 gallons March 693,900 GPD 769,000 gallons 21,201.000 gallons April 707,070 GPD 1,122,000 gallons 21,212,000 gallons May 716,450 GPD 917,000 gallons 22,210,000 gallons June 842,170 GPD 999,000 gallons 25,265,000 gallons July 856,450 GPD 1,066,000 gallons 26,550,000 gallons August 784.940 GPD 970,000 gallons 24,209,000 gallons September 837,530 GPD 1,269,000 gallons 25,126,000 gallons October 813,520 GPD 1,196,000 Gallons 25,219,000 Gallons November 702,300 GPD 912,000 Gallons 21,069,000 Gallons December 667,580 GPD 842,000 Gallons 20,695,000 Gallons Municipal Water Consumption - Year 2026 Month Average Pumpage Highest Pumpage Total Pumpage January 668,810 GPD 816,000 Gallons` 20,733,000 Gallons February 619,430 GPD 836,000 Gallons 18,583,000 Gallons March April May June July August September October November December Page 64 of 65 5 Midwest Fiber Network The Installation of Midwest Fiber Network equipment has continued throughout the Village and is progressing steadily. Crews remain active in multiple areas, and overall progress has been significant. To date, the Village has received minimal complaints , all have been handled promptly, and the project is moving forward as planned. Fiber to Village Facilities & Cameras We continue to coordinate with Midwest Fiber Network and Pros4 on fiber extensions to Jackson Park, Hickory Lane Park, three municipal well houses, and the sanitary sewer lift station. A site visit has been completed to assess surveillance needs at both parks. An updated proposal from Pros4 is pending, and a follow-up meeting with Midwest Fiber Network is being scheduled to evaluate cost -saving options, including plowing versus boring for fiber installation. Cedar Run Park – Dog Park Project Tree clearing is nearing completion, with only a few dead ash trees remaining along Eagle Drive, as well as a small number of additional trees that may need to be removed to accommodate the new path. Path construction has been delayed due to recent wet conditions. The combination of warming temperatures and increased precipitation has made it necessary to pause work to ensure a stable and durable surface. As a result, the project will likely remain on hold until the ground has had sufficient time to dry. MSA currently estimates that approximately three full weeks of work will remain once conditions allow construction to resume. 2026 WWTP Aeration Basin Upgrades Bids were received from three contractors. A recommendation, along with a summary of the bids, will be presented at the April Village Board meeting for consideration. Maple Fields Subdivision Phase 3 - Neumann Developments contractor has been on site over the winter and has completed installation of the water main, including laterals, as well as the sanitary sewer main and laterals. The storm sewer system has also been installed, with some laterals remaining incomplete. The contractor has recently demobilized from the site and is expected to return in June to complete the remaining storm sewer lateral work. 2026 Street Reconstruction Projects The Village Board awarded the contract to Vinton Construction Company at its March 10 meeting. Contract documents and a construction schedule are currently pending. Project work is tentatively expected to begin in late spring or early summer 2026. Tower Drive – Water Tower Rehabilitation Project We are currently working with USG Water, the contractor performing the rehabilitation project, to discuss potential color options. We are also coordinating the removal and reinstallation of the existing coaxial cable within the interior dry portion of the tower. This rehabilitation project will include both interior and exterior cleaning and painting of the water tower to maintain structural integrity and water quality standards. The project has been submitted to the Department of Natural Resources (DNR) for review and approval and is still anticipated to begin in May 2026. Respectfully submitted, Jack Straehler, Director of Public Works Page 65 of 65