MUKWONAGO VILLAGE BOARD MEETING · 2/6/2018 · Dated 02-02-18 Village of Mukwonago SPECIAL VILLAGE BOARD MEETING Notice of Meeting and Agenda Tuesday, February 6, 2018 Time: Immediately

Dated 02-02-18

Village of Mukwonago

SPECIAL VILLAGE BOARD MEETING Notice of Meeting and Agenda Tuesday, February 6, 2018

Time: Immediately following the Committee of the Whole meeting Place: Mukwonago Municipal Building/Board Room, 440 River Crest Court 1. Call to Order 2. Roll Call 3. Announcement of closed sessions pursuant to Wis. Stat. §19.85(1)(c) to conduct the

performance evaluation of the Village Administrator/Economic Development Director and Wis. Stat. §19.85(1)(e) for negotiations of purchase of the Sugden property, negotiations for the offer to purchase part of the Sugden by ACG Development, negotiations of sale of 915 Main Street.

4. Committee/Commission Business Discussion and Possible Action on the Following Items

A. Finance Committee

1) Website modifications and annual maintenance program with Karl James & Company 2) Application with US Bank through Wisconsin Consortium credit card program for new

Village credit cards

B. Health and Recreation Committee 1) Recommendation to adopt Resolution 2018-005: A resolution to file the recycling

grants to responsible units grant application

C. Personnel Committee 1) Acceptance of letter of resignation from Steven A. Braatz, Jr. as Clerk/Treasurer 2) Appointment of Interim Clerk/Treasurer 3) Compensation for Interim Clerk/Treasurer 4) Timeline and Interviewing/Hiring process for filling the Clerk/Treasurer vacancy

D. Public Works Committee 1) Engineer Task Order for TID #5 Phase 1 On-site Design Engineering Project 2) Proposal for Geotechnical Engineering Services for the proposed TID #5/Banker Wire

Property 3) Recommendation to adopt Resolution 2018-004: Resolution for declaration of public

necessity and relocation order to construct public water and sanitary sewer facilities in the Village of Mukwonago

4) Access and Indemnity Agreement between Judith Sommers, Jacqueline Pitts and the Village of Mukwonago

5) Access and Indemnity Agreement between ProHealth Care and the Village of Mukwonago

Village Board Special Agenda February 6, 2018 Page 2 of 2

5. Convene into closed sessions pursuant to Wis. Stat. §19.85(1)(c) (Considering employment, promotion, compensation or performance evaluation data of any public employee over which the governmental body has jurisdiction or exercises responsibility) to conduct the performance evaluation of the Village Administrator/Economic Development Director and Wis. Stat. §19.85(1)(e) (Deliberating or negotiating the purchasing of public properties, the investing of public funds, or conducting other specified public business, whenever competitive or bargaining reasons require a closed session) for negotiations of purchase of Sugden property and negotiations of sale of 915 Main Street.

6. Reconvene into open session pursuant to Wis. Stats. §19.85(2) for possible additional discussion and/or action concerning any matter discussed in closed session and/or any unfinished item remaining on the agenda

7. Adjournment It is possible that members of, and possibly a quorum of, members of other governmental bodies of the municipality may be in attendance at the above stated meeting to gather information. No action will be taken by any governmental body at the above stated meeting other than the governmental body specifically referred to above in this notice. Please note that, upon reasonable notice, efforts will be made to accommodate the needs of individuals with disabilities through appropriate aids and services. For additional information or to request this service, contact the Clerk’s Office, 440 River Crest Court, (262) 363-6420, Option 4.


AGENDA ITEM REQUEST FORM

Committee/Board: Finance Committee Topic: Website modifications and annual maintenance program with

Karl James & Company From: John Weidl, Steve Braatz Department: Administration, Clerk-Treasurer Presenter: John Weidl, Steve Braatz Date of Committee Action (if required):

2/6/18

Date of Village Board Action (if required):

2/6/18

Information Background Information/Rationale: In December 2017, the Village website stopped working. All updates to the website were no longer visible on general PCs. The only way to fix the site was to recreate all new pages. As a temporary fix, the agendas/minutes/packets page was recreated to accommodate meeting notice uploads. So, that is currently the only page that can be updated, along with any new posts that are created. Key Issues for Consideration: The reason for this breakdown is due to the lack of program updates to software the makes the site operational. When the Village purchased the new site in 2014, we did not purchase an annual update package, which led to this breakdown. So, rather than pay to have each page recreated, which would essentially be the same cost or more, we are recommending a website overhaul. It is typically standard practice to redesign websites every 2-4 years, anyhow. In any case, the website is not working, and the issue must be corrected. Fiscal Impact (If any): $15,000 for the website modifications, one-time cost. Annual cost of $4,800 for maintenance and updates. Requested Action by Committee/Board: Recommend the Village Board approve the Website modifications and annual maintenance program proposed by Karl James & Company.

Attachments

KARLJAMES_Web_Estimate_Mukwonago_1.5.18.doc

Chicago 312.924.3731

email [email protected]

Milwaukee 262.470.9849

web karljames.com

Above All Else, Credibility Moves People™

MUKWONAGO WEBSITE ESTIMATE

Relationship We’ve enjoyed working alongside village staff on numerous projects over several years, including designing its three current websites. We’ve had a strong relationship based on our ability to respond quickly to staff needs. Respectfully, no one responds faster. Moreover, we often provide counsel and service beyond the agreed-upon estimate as part of ensuring we deliver what we say we will. Finally, our principal owner lives in Mukwonago and has a vested interest in making sure we provide value from a reputation perspective. Scope Website Deliverables

Launch meeting with client about current website content, structure, needs

Site navigation, copywriting, creative services to deliver a unique, custom site design

Easy to use WordPress Content Management System

Mobile optimized design

Search engine optimization on each page

Social media integration

Plugin installation and activation

Scalable website for future growth

Contact, Sign-up, Opt-in forms

Creation of secure hosting account

WordPress installation

Backup system installed

Migration of domain name servers to new host

WordPress and site-specific training

Migration of all content from current website o 109 pages o 76 posts o 1500+ files

Investment: $15,000 (50 percent upfront; 50 percent on completion) Annual (1 Year) Maintenance Program for “3 Village Sites”

Secure hosting

Server and off-site backups weekly

Monthly updates

WordPress content management system o Divi theme o All installed plugins o Bug fixes related to updates o 2 website updates per month

Investment: $4,800 per year ($400 billed monthly) Page 1 of 2

Chicago 312.924.3731

email [email protected]

Milwaukee 262.470.9849

web karljames.com

Above All Else, Credibility Moves People™

MUKWONAGO WEBSITE ESTIMATE

Page 2 of 2 Timing 30 days, assuming scheduling of meetings and information requested is provided efficiently. TOTAL AMOUNT DUE: $19,800 *To the client: Prices may vary due to changes, alterations or additions by the client. Prices subject to change. It is further understood by the client that the final responsibility for the content provided is that of the client and not of Karl James & Company LLC. Note: This estimate is valid for thirty (30) days. Terms: Net 10 days. Past due invoices subject to finance charges at the rate of 1.5% per month. Unless noted above, costs do not include postage, shipping/handling or sales tax. Media buys, printing, promotional item purchases, speaker fees, and out-of-pocket expenses outside of this estimate will be billed as costs are incurred.

Payment schedule: For Karl James & Company LLC to move forward, we kindly request payment of $7,500 and a signed agreement. Remaining site fee of $7,500 will be billed upon completion. Monthly maintenance fees of $400 will be billed on the first of every month. Costs beyond the agreed-upon estimates will require client approval prior to moving forward. Subsequent invoices are e-mailed on the first of every month. Please email signed estimate as soon as possible to [email protected] so we can begin. All rights reserved for the contents of this document. Not to be shared with competing interests. Thank you.

Estimated by: _________________ Approved by: _______________________ Karl James & Co. Karl Robe Date Village Administrator John Weidl Date

mailto:[email protected]



Committee/Board: Finance Committee Topic: Application with US Bank through Wisconsin Consortium credit

card program for new Village credit cards From: Steve Braatz Department: Clerk-Treasurer Presenter: Steve Braatz Date of Committee Action (if required):

2/6/18


2/6/18

Information Background Information/Rationale: The Village has staff credit cards through the Wisconsin Consortium program. The Consortium previously had a contract through JP Morgan Chase. The Consortium elected to discontinue the contract with Chase, and they entered into a new contract with US Bank. Furthermore, I am the Program Administrator for the credit card system. With me leaving, that title will be handed over to Finance Director Diana Doherty. Key Issues for Consideration: The Wisconsin Consortium program has a very good rebate program that beats most other credit card companies. It essentially is a pool of other municipalities and school districts that collectively receive a rebate. The more that is spent on the card, the more rebate we get back. The program has been easy to work with in the past. Fiscal Impact (If any): N/A Requested Action by Committee/Board: Recommend the Village Board authorize staff to execute the WSCA State of Wisconsin Political Subdivision Addendum for the Wisconsin Consortium credit card program.

Attachments

WSCA State of Wisconsin Political Subdivision Addendum Transition Notice

CPS 1700048 Page 1 of 5 R 5/2017 © 2017 U.S. Bank National Association. All rights reserved.

NASPO POLITICAL SUBDIVISION ADDENDUM This Political Subdivision Addendum (“Political Subdivision Addendum”) constitutes an addendum to the Participating Addendum dated March 31, 2015 entered into by U.S. Bank National Association (“U.S. Bank”) and the State of Wisconsin (“State”) (“Participating Addendum”) which constitutes an addendum to the NASPO Contract dated January 1, 2014 between U.S. Bank and the State of Washington. This Political Subdivision Addendum is entered into by U.S. Bank and the Political Subdivision identified herein and supersedes like and similar agreements for any Card Product or Card Product Enhancement selected in Section 8 herein. This Political Subdivision Addendum shall become effective upon signing by U.S. Bank (“Effective Date”). RECITALS A. The State has entered into the Participating Addendum for the purpose of making available a Purchase Card, One Card, Fleet

Card and/or Corporate Card Program as described in the Participating Addendum for use by the State, its Agencies and Political Subdivisions;

B. The State is willing to permit Political Subdivision to participate in the Card Program provided that Political Subdivision assumes all responsibility and liability for Political Subdivision’s performance of the terms and conditions of the Participating Addendum as if Political Subdivision was the entity signing the Participating Addendum. The State is not responsible for Political Subdivision under the Participating Addendum or this Political Subdivision Addendum; and

C. Political Subdivision has received a copy of the Participating Addendum from the State, and after a thorough review of the Participating Addendum, desires to participate as a Political Subdivision under the Participating Addendum. Political Subdivision is responsible for Political Subdivision’s performance of the terms and conditions of this Political Subdivision Addendum, as well as the Participating Addendum, as if Political Subdivision was the entity signing the Participating Addendum. Political Subdivision is not liable for the acts and omissions of the State under the Participating Addendum or this Political Subdivision Addendum.

AGREEMENT Now therefore, in consideration of the foregoing Recitals, the mutual premises and covenants set forth in the Participating Addendum, which are incorporated herein by reference, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, all parties agree as follows: 1. Definitions. Capitalized terms used in this Political Subdivision Addendum and not otherwise defined in this Political

Subdivision Addendum are used with the same respective meanings attributed thereto in the Participating Addendum. 2. Political Subdivision Responsibility and Warranty. Political Subdivision agrees to accept and perform all duties,

responsibilities and obligations required of State as set forth in the Participating Addendum. Cards shall be issued to designated employees of Political Subdivision upon execution of this Political Subdivision Addendum by Political Subdivision and U.S. Bank. Political Subdivision warrants that it possesses the financial capacity to perform all of its obligations under the Participating Addendum and this Political Subdivision Addendum.

3. Financial Information. In order to determine credit qualifications for Political Subdivision, Political Subdivision shall provide

U.S. Bank with the last three (3) years of audited financial statements with this signed Political Subdivision Addendum. Political Subdivision shall provide to U.S. Bank annual financial statements thereafter. U.S. Bank will review the financial statements and notify Political Subdivision of the approval or decline of its credit qualification. If such financial statements can be independently obtained by U.S. Bank, Political Subdivision will not be required to provide such financial statements.

4. Payment. Political Subdivision shall make payment to U.S. Bank for all Debt incurred by Political Subdivision and its

Cardholders as provided in the Participating Addendum. "Debt" means all amounts charged to a card and/or account including without limitation all amounts related to purchases, fees and other Charges that are owed to U.S. Bank by Political Subdivision, its Cardholders.

5. Purpose of Card Use. Political Subdivision declares that cards shall be used for official Political Subdivision purchases only,

and shall not be used for individual consumer purchases or to incur consumer debt. 6. Card Products and Card Product Enhancements: U.S. Bank may provide the following Card Products to Political

Subdivision and its Cardholders. Political Subdivision shall mark here the products requested. A. Purchase Card with Corporate Liability (Travel Accident Insurance not included with this Card Product)

Central Billing Accounts (Central Purchase Accounts/Event Planner Accounts/Managed Spend Accounts) Managed Spend Cards (declining balance functionality) Emergency Response Cards

B. One Card with Corporate Liability (Travel Accident Insurance is included with this Card Product) Central Billing Accounts (Central Travel Accounts/Event Planner Accounts/Managed Spend Accounts) Managed Spend Cards (declining balance functionality) Emergency Response Cards

C. Fleet Card with Corporate Liability D. Corporate Card (Travel Accident Insurance is included with this Card Product)

Contingent Liability Joint and Several Liability


7. The notice address for Political Subdivision is: Attn:

8. Rebate Payments. To receive payment, Political Subdivision must register in the manner prescribed by U.S. Bank. U.S. Bank

will not make any payments until Political Subdivision has registered. If Political Subdivision fails to register by the end of the first Addendum Year, Political Subdivision forfeits any payments for that Addendum Year and any subsequent Addendum Years in which Political Subdivision fails to register. Political Subdivision designates the following person to register Political Subdivision.

Authorized Person’s Name Authorized Person’s Email Address

9. Governing Law. Except as provided to the contrary herein, the law of the State and applicable federal laws and regulations shall apply to all services provided by U.S. Bank under this Political Subdivision Addendum.

10. Authority. The representations, warranties and recitals of Political Subdivision set forth in this Political Subdivision Addendum

and the Participating Addendum constitute valid, binding and enforceable agreements of Political Subdivision. All extensions of credit made to Political Subdivision pursuant to this Political Subdivision Addendum and the Participating Addendum will be valid and enforceable obligations of Political Subdivision and Political Subdivision shall pay to U.S. Bank all Debts incurred by Political Subdivision in accordance with the terms of the Participating Addendum and this Political Subdivision Addendum. The execution of this Political Subdivision Addendum and the performance of the obligations hereunder and under the Participating Addendum are within the power of Political Subdivision, have been authorized by all necessary action and do not constitute a breach of any contract to which Political Subdivision is a party or is bound.

11. Authorization. Political Subdivision certifies to U.S. Bank that the person executing this Political Subdivision Addendum is

authorized by Political Subdivision in accordance with its organization rules and applicable law to bind Political Subdivision to the terms and conditions of this Political Subdivision Addendum, including the authority to incur Debt in the name of Political Subdivision.

12. Execution. By signing below, the individual(s) signing this Political Subdivision Addendum is/are acting in his or her capacity

as an authorized signing officer of Political Subdivision and not in his or her personal capacity, and certifies and warrants that (1) all action required by Political Subdivision’s organizational documents to authorize the signer(s) to act on behalf of Political Subdivision in all actions taken under this Political Subdivision Addendum, including but not limited to, the authority to incur Debt on behalf of Political Subdivision, has been taken, (2) each signer is empowered in the name of and on behalf of Political Subdivision to enter into all transactions contemplated in this Political Subdivision Addendum and (3) the signatures appearing on all supporting documents of authority, if any, are authentic.

13. Reliance. Political Subdivision has read, understands and agrees to all terms and conditions in this Political Subdivision

Addendum, and U.S. Bank is entitled to act in reliance upon the authorizations and certifications set forth herein. IN WITNESS WHEREOF, the parties have, by their authorized representatives, executed this Political Subdivision Addendum.

Date: By Political Subdivision:

Date: By U.S. Bank:

U.S. Bank National Association

(Name)

(Signature of Authorized Signer)

(Signature of Authorized Signer) Michael C. Leppones

(Printed Name of Authorized Signer)

(Printed Name of Authorized Signer) Vice President

(Printed Title of Authorized Signer)

(Printed Title of Authorized Signer)

Approved as to form:

(Signature of Attorney for Political Subdivision) (Printed Name of Attorney)


Before completing the Certificate of Authority, please read: If the document being signed was “approved as to form” by an attorney, it is not necessary to complete the attached

Certificate of Authority (C of A). If the document was not “approved as to form” by an attorney, please complete the attached C of A (page 4). Be sure to date all documents upon signing. Undated documents cannot be accepted and will be returned for dating.

Signing Instructions for Certificate of Authority

Note that three (3) different individuals must sign and date the C of A. If the Political Subdivision does not have three individuals who are authorized to sign on behalf of the Political Subdivision, please refer to page 5 for instructions. Section 1 Organizational Information- Enter the legal Political Subdivision name and the tax ID number on the C of A.

Note: The legal name of the Political Subdivision name is required. The legal name is usually the name on the Political Subdivision’s financial statements.

Section 2 Authorized Persons - The individual who signed the Political Subdivision Addendum must complete and sign in

Section 2. Section 3 Execution Requirement - Check only one box in Section 3 to indicate how many individuals (either 1 or 2) that

the Political Subdivision requires to sign legal documents on behalf of the Political Subdivision. Section 4 Execution - No action required. Section 5 Certification - Two (2) individuals must sign and date Section 5 as well as insert their names and titles. Note:

The individual(s) who signed in Section 2 cannot sign in Section 5 or this document is invalid. An officer of the Political Subdivision (“Officer One”) is required to sign the top area of Section 5 attesting to the signatures in

Section 2. One other officer of the Political Subdivision (“Officer Two”) must sign the bottom area of Section 5 attesting to the signature of

Officer One. Please see examples below: 5. Certification. I certify that I am the Secretary and I am acting in my official capacity as an authorized officer who has been given the authority by the Political Subdivision to certify that the Authorized Person(s) has/have the full power and authority under applicable law and the governance rules relating to the Political Subdivision to execute and deliver to U.S. Bank, on behalf of the Political Subdivision, and to bind the Political Subdivision under, the Documents for the purpose of establishing and extending the Services. I also certify that the name(s) and title(s) of the Authorized Person(s) set forth above are correct and that the signature appearing beside each name is a true and genuine specimen of his/her signature.

JOHN DOE PRINTED NAME OF THE SECRETARY OF THE POLITICAL SUBDIVISION (CANNOT BE AN AUTHORIZED PERSON LISTED IN SECTION 2)

1.1 Signature of the Secretary of the Political Subdivision 1.2 DATE

I certify that I am an officer of the Political Subdivision, and as such, I certify that the above-named Secretary is acting in such capacity on behalf of the Political Subdivision, the signature below is my genuine signature and the signature above is the genuine signature of such Secretary.

JANE SMITH, TREASURER PRINTED NAME & TITLE OF INDIVIDUAL SIGNING BELOW (CANNOT BE AN AUTHORIZED PERSON LISTED IN SECTION 2)

1.3 Signature Attested by One (1) Other Individual of the Political Subdivision 1.4 DATE


CERTIFICATE OF AUTHORITY

1. Organizational Information. This Certificate of Authority has been completed on behalf of the following Political Subdivision

(the “Political Subdivision”):

Political Subdivision Legal Name: Federal Tax Identification Number:

2. Authorized Persons. In accordance with the governance rules relating to the Political Subdivision, the following individuals

(the “Authorized Person(s)”) are authorized, on behalf of the Political Subdivision, to execute and deliver to U.S. Bank National Association (“U.S. Bank”) and/or its affiliates the applicable contract(s), any applicable addenda and/or amendments thereto and any other documents or writings required by U.S. Bank (collectively, the “Documents”) for the purpose of establishing one (1) or more card programs, extending credit and providing related services to the Political Subdivision with U.S. Bank in the United States (collectively, the “Services”):

Name TITLE SIGNATURE

3. Execution Requirements. The governance rules relating to the Political Subdivision require the following number of

Authorized Persons to sign the Documents for the Services (choose only one box): One (1) Authorized Person Two (2) Authorized Persons 4. Execution. By signing the Documents, each individual signing in his or her capacity as an authorized signing officer of the

Political Subdivision and not in his or her personal capacity, certifies and warrants that (a) all action required by Political Subdivision’s organizational documents to authorize the signer(s) to act on behalf of the Political Subdivision in all actions taken under the Documents, including but not limited to, the authority to incur debt on behalf of the Political Subdivision, has been taken, (b) each signer is empowered in the name of and on behalf of the Political Subdivision to enter into all transactions and Services contemplated in the Documents, and (c) the signatures appearing on all supporting documents of authority are authentic.

5. Certification. I certify that I am the and I am acting in my official capacity as an authorized officer who has been given

the authority by the Political Subdivision to certify that the Authorized Person(s) has/have the full power and authority under applicable law and the governance rules relating to the Political Subdivision to execute and deliver to U.S. Bank, on behalf of the Political Subdivision, and to bind the Political Subdivision under, the Documents for the purpose of establishing and extending the Services. I also certify that the name(s) and title(s) of the Authorized Person(s) set forth above are correct and that the signature appearing beside each name is a true and genuine specimen of his/her signature.

PRINTED NAME OF THE OF THE POLITICAL SUBDIVISION (CANNOT BE AN AUTHORIZED PERSON LISTED IN SECTION 2) Signature of the of the Political Subdivision DATE

I certify that I am an officer of the Political Subdivision, and as such, I certify that the above-named is acting in such capacity on behalf of the Political Subdivision, the signature below is my genuine signature and the signature above is the genuine signature of such .

PRINTED NAME & TITLE OF INDIVIDUAL SIGNING BELOW (CANNOT BE AN AUTHORIZED PERSON LISTED IN SECTION 2)

1.5 Signature Attested by One (1) Other Individual of the Political Subdivision DATE


EXAMPLES TO Signing Instructions for

Certificate of Authority (C Of A) EXAMPLE 1: 1. One (1) person is required to sign legal documents, and 2. Political Subdivision has more than two (2) authorized signatories who can attest to signatures of other signatories. Addendum: Person A signs. C of A Section 2: Person A completes and signs. C of A Section 3: First box is checked. C of A Section 5: Person B (preferably the Secretary) signs attesting to the signature of Person A AND Person C signs attesting to Person B’s authority and signature. EXAMPLE 2: 1. Two (2) people are required to sign legal documents, and 2. Political Subdivision has more than two (2) authorized signatories who can attest to signatures of other signatories. Addendum: Persons A and B sign. C of A Section 2: Persons A and B complete and sign. C of A Section 3: Second box is checked. C of A Section 5: Person C (preferably the Secretary) signs attesting to the signatures of Persons A and B AND Person D signs attesting to Person C’s authority and signature. EXAMPLE 3: 1. One (1) person is required to sign legal documents, and 2. Political Subdivision has only one (1) other authorized signatory who can attest to signatures of other signatories. Addendum: Person A signs. C of A Section 2: Person A completes and signs. C of A Section 3: First box is checked. C of A Section 5: Person B (preferably the Secretary) signs attesting to the signature of Person A.

NOTE: If the Secretary can sign the C of A, than they cannot be Person A; they must be Person B.

AND Person A signs attesting to Person B’s authority and signature. EXAMPLE 4: 1. Two (2) people are required to sign legal documents, and 2. Political Subdivision has only one (1) other authorized signatory who can attest to signatures of other signatories. Addendum: Persons A and B sign. C of A Section 2: Persons A and B complete and sign. C of A Section 3: Second box is checked. C of A Section 5: Either Person A or B (preferably the Secretary) signs attesting to the signature of Persons A and

B. NOTE: If the Secretary can sign the C of A, than they must sign in Section 4 and the other person must sign in Section 5 AND

The Person who did not sign Section 4 signs attesting to the signing authority and signature of the person who did sign in Section 4, subject to the note above.

Division of Risk Management & Purchasing Administration Center, Room 310

515 W. Moreland Blvd.

Waukesha, Wisconsin 53188

Phone: (262) 548-7888 Purchasing; (262) 548-7852 Risk Management

Fax: (262) 548-7668

Paul Farrow Norman A. Cummings County Executive Director

Waukesha County Department of Administration

DATE: October 17, 2017 TO: P-Card Contract Participants FROM: Cindy Greco, CPPB Principal Buyer RE: JPMorgan Chase P-card Program You are receiving this notice because you are a currently participate in the contract for the p-card program with JPMorgan Chase (JPMC). As you know, our current contract expires 2/28/18 with one last one-year extension available. The negotiation for the extension, despite a hard fought battle, was not successful. The goal of the negotiations was to get the contract more in line in terms of rebate potential with the NASPO/ValuePoint contract with US Bank. Unfortunately, JPMC was not able to do so given the volume of business they were competing against as a result of the number of agencies and spend under that contract. Therefore, I regret to inform you that Waukesha County will not be taking the final extension with JPMC but rather transitioning to the US Bank contract and are recommending that all agencies do so as well. While I realize the timing isn’t ideal, the financial impact of moving to US Bank using the 2016/2017 rebate report is a net gain of over $721,000 (see report included with this correspondence). I am currently working with US Bank on a transition plan and will roll that information out ASAP but I did want to get this notice out ASAP so that you can plan accordingly. At this time, JPMC is checking with their management in the event any member(s) chose not to make the transition to determine the path going forward. However, initial conversations indicate that agencies would most likely be required to sign a standalone agreement and that it would probably not include any rebate incentives. Unfortunately, they will not have final information until November 8th and I will send it along as soon as I receive it. If you have any questions, or need additional information, please don’t hesitate to contact me. Thank you. Cindy Cindy Greco, CPPB Principal Buyer Waukesha County Purchasing

RESOLUTION 2018-005

A RESOLUTION TO FILE THE RECYCLING GRANTS TO RESPONSIBLE UNITS GRANT APPLICATION

WHEREAS, The Village of Mukwonago hereby requests financial assistance under s.287.23, Wis. Stats., Chapters NR 542 and 544, Wis. Admin. Code, for the purpose of planning, constructing or operating a recycling program with one or more components specified in s.287.11(2)(a) to (h), Wis. Stats., THEREFORE, BE IT RESOLVED, that the Village of Mukwonago HEREBY AUTHORIZES the Public Works Director, an employee of the responsible unit, to act on its behalf to:

Submit an application to the Department of Natural Resources for financial assistance under s.287.23, Wis. Stats., Chapters NR 542 and 544, Wis. Admin. Code: Sign necessary documents; and Submit a final report.

Adopted this 6th day of February, 2018.

____________________________________ Fred Winchowky, Village President

Attest: ____________________________________ Steven A. Braatz, Jr., Clerk-Treasurer I hereby certify that this is a true and correct copy of Resolution 2018-005 adopted by the Village Board on February 6, 2018.

_______________________________ Steven A. Braatz, Jr., Clerk-Treasurer



Committee/Board: Personnel Committee Topic: Clerk-Treasurer Vacancy matters From: Steve Braatz, John Weidl, Diana Doherty Department: Clerk-Treasurer, Administration, Finance Presenter: Steve Braatz, John Weidl, Diana Doherty Date of Committee Action (if required):

2/6/18


2/6/18

Information Background Information/Rationale: On January 25, 2017, Clerk-Treasurer Steve Braatz formally submitted his resignation as Clerk-Treasurer for the Village of Mukwonago to take a position as City Clerk for the City of West Allis. His last day with the Village of Feb 9, 2018. Key Issues for Consideration: Due to the resignation, several things need to occur. The job ad was created and immediately posted, with a due date for applications on Feb 8, 2018. The interview timeline, process, and panel needs to be determined. An interim Clerk-Treasurer needs to be appointed. Deputy Clerk-Treasurer Judy Taubert has elected not to seek the Clerk-Treasurer position, but is willing to fill the interim role until a new Clerk-Treasurer is appointed. Interim status compensation needs to be determined. The last time an interim status was given was Braatz as Interim Administrator in 2012 at $500 per month ($125 per week). Factoring in CPI adjustments over the years, the 2018 value would be roughly $140 per week. The Committee needs to determine the hiring and interviewing process, including who will be on the interviewing panels. The last time the Village went through a hiring process for a department head that it governs, aside from the Administrator position, was for Utilities Director in the beginning of 2010. Fiscal Impact (If any): Finance Director Diana Doherty can discuss any fiscal impacts. Requested Action by Committee/Board: Recommend the Village Board appoint Judy Taubert as Interim Clerk-Treasurer starting February 12, 2018 and expiring 30 days after the appointment of the new Clerk-Treasurer, with additional compensation of $140 per week.

Attachments N/A

TASK ORDER

Page 1 of 5 Pages 1/31/18 Task Order No. 2018-07 (12-10068.210) Ruekert / Mielke

Task Order In accordance with the Agreement Amendment between Village of Mukwonago (Owner) and Ruekert-Mielke, Inc. (Engineer) dated December 21, 2017, Owner and Engineer agree as follows: 1. Specific Project Data

A. Title: TID #5 Phase 1 On-site Design Engineering

B. Description: Provide engineering related services for the design and bidding of the proposed grading, utility and roadway improvements for Phase 1 of the TID #5 Onsite work.

2. Services of Engineer Project Understanding: During January 2018, the Village determined that it desires to move expeditiously with the design, permitting, bidding and construction of the Phase 1 area grading, utility, roadway and STH 83 intersection improvements during 2018. The Phase 1 portion of the project are the lands north and immediately south of the proposed roadway (Banker Way) within the Sugden farm TID #5 developer. Areas further to the south, west and east of STH 83 are not considered to be in the Phase 1 areas of the project. The Village will be entering into a developer agreement with Banker Wire for the sale of 16 acres of land on the south side of Banker Way. This project commenced in January on a fast track basis in coordination with Banker Wire’s general contractor, Briohn. To coordinate the concurrent design of the Village’s grading and infrastructure with that of Banker Wire’s, weekly project status meetings are being conducted so that the Village, its representatives and Banker Wire representatives are on the same page. During January 2018, the representatives of Ruekert & Mielke, Inc. (R/M), Village Staff and the Developer’s representatives have been performing due diligence to identify the project related challenges and milestones. This task order has been developed in good spirit based upon factors known today to be relevant to the design, permitting and bidding of the Phase 1 portion of the project. During the last two weeks of January 2018, several factors were identified that further complicate the schedule and approach for accomplishing this project, such as:

• Learning of a TIA being required for the STH 83 intersection improvements results in delayed timing for the intersection improvement design and a planned separate bid package needing to be bid in approximately August.

• Learning of a 20-inch high pressure gas main along the planned sewer/water route within the Sommer’s property – resulting in the need to obtain additional geotechnical borings and reviewing another alternative route.

• Learning of the Developers planned occupancy date of December 31, 2018 and the Village committing to providing design, permitting and construction of temporary well, holding tanks

This is Task Order No. 2018-07, consisting of 5 pages Village of Mukwonago TID #5 Phase 1 Onsite Design

TASK ORDER


and pressure tank accommodations if the Village sewer and water is not available by December 2018.

• Learning of a prehistoric campsite in proximity of the project that brings on challenges with DNR permitting.

As the project continues to developer there will likely be other challenges that arise that could impact project scheduling or cost. R/M will communicate these challenges to the Village and Developer when they become known. R/M will utilize its expertise and resources to navigate the design, permitting and bidding stages of the project as expeditiously as we are able. The following scope of services will be provided. We anticipate two bidding packages, one for the onsite utility/grading/roadway work and the second, for the STH 83 intersection improvements.

TID #5 Phase 1 Onsite Design/Bidding (Phase 210) • Prepare and coordinate overall project schedule • Facilitate weekly project status meetings with Village and Developer (thru May) • Assist with coordination of Village’s consultants (JSD, Terrecon, TADI, Archeological) • Perform site topographic survey for Sugden property and limits of STH 83 intersection

improvements • Deliver topographic survey to Developer for Banker Wire site use • Obtain title report from Village, prepare draft and final CSM • Stake lot corners for CSM • Site visit by Design Engineer • Import wetland limit CADD file from JSD to base mapping • Coordinate geotechnical engineering firm for supplemental geotechnical investigation and

testing • Stake location of supplemental geotechnical borings • Prepare preliminary grading plan for Phase 1 area • Coordinate with Developer and grading contractor for coordinated grading plan • Prepare final grading plan for Phase 1 area • Prepare preliminary storm water management plan for Sugden property • Prepare final storm water management plan for Phase 1 area • Prepare plan and profile set of drawings along the proposed centerline alignment for proposed

sanitary and storm sewer, water main and road improvements • Provide street lighting plans • Prepare plan and profile drawings for STH 83 intersection improvements for basic geometric

configuration like Dewey Drive on both sides of STH 83 • Prepare plan of drawings for grading improvements, intersection details, cross sections, traffic

control and erosion control. • Coordinate two utility coordination meetings • Preliminary and final construction plans will be sent to all utilities • Prepare and submit requests for new utility services • Prepare plan for temporary construction access to STH 83 • Prepare demolition plan and assist Village in obtaining quotes from contractors • Coordination with Wisconsin Department of Transportation and prepare temporary construction

access permit, work within highway right-of-way permit and permanent access permit.

TASK ORDER


• DNR NOI & utility extension permitting • Prepare project specifications and other bidding documents, including advertisement for two

bidding packages – one for on- and offsite utilities/roadway/grading and a subsequent package for the STH 83 intersection improvements.

• Develop Engineer’s opinion of probable construction cost. • Upload bidding documents for online viewing/ordering. • Answer Contractor questions during bidding period. • Attend bid opening. • Review submitted bids and prepare recommendation of award.

Work Available as additional services: The following services are not included in this effort because we have assumed they are not necessary or the scope of such services has not yet been defined: • Traffic Impact Analysis, by TADI • Title report provided by Village • Wetland delineation provided by Village by JSD • Archaeological survey by others • Geotechnical investigations by Terrecon • Environmental Phase 1, 2 or 3 investigations or permitting • WDNR Chapter 30 or wetland permitting not anticipated • ACOE permitting not anticipated • Floodplain analysis and approvals • Permit applications not listed • Permit application fees by the Village • Public Information Meetings • Land acquisition services • Complex intersection design at STH 83 such as traffic signals, additional left turn lanes, or

additional right-of-way needs beyond assumed CSM highway right-of-way reservation widths • Design, permitting or construction of temporary wells or holding tanks for Developer if sewer

and water is not available to Developer by December 2018 • Temporary driveway design, permitting or construction for access to STH 83 if permanent access

is not available in December 2018 • All construction phase services via a separate task order

3. Owner's Responsibilities

The Village will review materials and construction drawings to ensure the designed project is compatible with Village operations and standard materials. The Village will pay for the cost of advertisement, permit fees, Engineer’s reimbursable expenses, reproduction of the bidding documents, distribution of the bidding documents, and will refer all bidders’ questions to the Engineer for response. The Village will promptly secure the services of other consultants as needed.

TASK ORDER


4. Times for Rendering Services

Phase 210 Completion Date

Bidding Package 1 Bidding Package 2

April 2018 Approximate August 2018

5. Payments to Engineer

A. Owner shall pay Engineer for services rendered as follows:

Category of Services Compensation Method Lump Sum

Preliminary Design, Final Design, Bidding

Lump Sum

$196,500

B. The terms of payment are set forth in the Standard Terms and Conditions.

6. Subconsultants:

None – will be hired by Village if necessary. 7. Other Modifications to Standard Terms and Conditions:

None 8. Attachments:

Exhibit 1 Engineering Estimate Worksheet – 1/31/2018 9. Documents Incorporated by Reference

Ruekert & Mielke, Inc. / Village of Mukwonago Master Agreement

TASK ORDER


Terms and Conditions: Execution of this Task Order by Owner and Engineer shall make it subject to terms and conditions, (as modified above) set forth in the Master Engineering Agreement Amendment between Owner and Engineer, dated December 21, 2017, which are incorporated by this reference. Engineer is authorized to begin performance upon its receipt of a copy of this Task Order signed by Owner. The Effective Date of this Task Order is February 20, 2018 OWNER: ENGINEER: Village of Mukwonago Ruekert & Mielke, Inc. By: By: Name: Name: Ryan T. Amtmann, P.E. Title: Title: Vice President Date: Date: January 31, 2018

DESIGNATED REPRESENTATIVE FOR TASK ORDER

Name: Name: Rebecca K. Alonge Title: Title: Project Engineer Address: Address: W233 N2080 Ridgeview Parkway ___________________________ Waukesha, WI 53188-1020 Email: Email: [email protected] Phone: Phone: 262-953-3046 Fax: Fax: 262-542-5631

Village of MukwonagoTID #5 DevelopmentTask Order 2018-07 - TID #5 Phase 1 Onsite Design/Bidding Exhibit 1 - Engineering Estimate Worksheet1/31/2018

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162.00$ 177.00$ 162.00$ 132.00$ 119.00$ 112.00$ 113.00$ 102.00$ 128.00$ 117.00$ 72.00$ 0.58$

1 Project Management1.01 Prepare Overall Project Schedule (update monthly x 5) 24 5 4,483.00

1.02 Internal Project Meetings (thru May x 20) 20 5 10 20 5 10 5 100 10,130.00

1.03 Village Weekly Progress Meeting Attendance (thru May x 20) 40 20 40 800 200 14,544.00

1.04 Coordination and Management of Village Consultants (TADI, Terrecon) 5 10 2,000.00

1.05 Coordination with Banker Wire/Briohn (thru May x 20) 40 40 200 11,356.00

2 CSM

2.01 Develop Draft CSM 2 2 30 50 4,452.00

2.02 CSM Review Process 2 2 10 1,842.00

2.03 Final CSM for Filing 10 50 1,330.00

2.04 Stake New Lot Corners 20 80 125 2,511.40

3 Design Phase Engineering

3.01 Field SurveyA. Title Report (provided by Village/Sugden) -

B. Perform Site Survey 2 6 52 500 900 8,280.00

1. Download and Drafting for Field Crew 2 234.00

2. Process Downloads, Analyze Data, Build Cadastral, Map 1 8 1,143.00

3. Create project in Cad, Format Drawing, Do Research, Call Diggers, Prep Data for Field Crew, Instructions 8 10 2,232.00

C. Obtain Private Well Locations & Septic Field 2 4 724.00

3.02 Site Investigations -

A. Wetlands -

1) Import Wetland Delineation from JSD 2 238.00

B. Endangered Resources -

1) Preparation of WDNR Endangered Resources Review Request 2 4 1 758.00

3.03 Geotechnical -

A. Geotechnical Data Report -

1. Research Previous Geotechnical Work in Area/ RFP 2 4 800.00

2. Coordinate Supplemental Geotechnical Borings 2 2 8 1,498.00

3. Review Report/Import Boring Locations to Drawings 1 6 2 100 1,210.00

3.04 Design -

A. Determine Final Sewer/Water Routes (Partial in Phase 200) 1 4 50 688.00

B. Verify Pipe Sizing and Hydraulics (Partial in Phase 200) 1 6 2 2 1,786.00

C. Design Sanitary Sewer & Water Main 2 8 12 2,620.00

D. Design Storm Sewer & Storm Facilities 2 8 12 2,620.00

E. Prepare Stormwater Management Plan 2 20 100 2,804.00

F. Develop Phase 1 Master Grading Plan 4 40 100 5,508.00

G. Design Construction Access Road, Staging Area, Demolition Plan 2 6 12 100 2,482.00

H. Design Internal Roadway 4 8 12 100 3,044.00

I. Design STH 83 Intersection Improvements (Base Improvements) 4 40 8 20 20 100 11,260.00

J. Design Traffic Control Plan 1 8 2 6 8 2,944.00

K. Design Erosion Control Plan 1 2 6 1,072.00

L. Design Details 2 4 8 100 1,796.00

M. Specifications for Utility, Roadway, Grading, Stormwater 1 12 2 20 8 100 4,900.00

N. Specifications for STH 83 Intersection Improvements (Base Improvements) 1 12 2 20 16 100 5,476.00

O. Project Manual (x 2) 4 12 4 20 16 200 6,300.00

P. Drafting 4 220 22,892.00

Q. 60 % Design Review -

1. Internal Quality Control Review 2 6 1,038.00

2. Village of Mukwonago Review 1 6 100 976.00

3. Prepare Responses to Comments 4 476.00

R. 90% Design Review -

1. Internal Quality Control Review 2 6 1,038.00

2. Village of Mukwonago Review 2 6 100 1,138.00

3. Prepare Responses to Comments 4 476.00

S. 100% Design Review 2 6 1,038.00

3.05 Utility Coordination -

A. Utility Coord Meeting at 30% 4 4 100 1,224.00

B. Utility Coord Meeting at 60% 2 4 4 100 1,348.00

C. Request Gas/Electric/Cable/Phone Services 2 2 16 2,354.00

D. Staking Assistance for Utility Easements 2 4 16 40 125 2,770.20

E. Street Lighting Design 12 2 10 2 3,626.00

3.06 Approvals – Regulatory Agencies -

TID #5 Phase 1 Onsite Design Page 1

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A. Wisconsin Department of Transportation (Partial in Phase 200) 8 12 4 24 4 6,332.00

B. Wisconsin Department of Natural Resources -

1) Endangered Resources (Partial In Phase 200) 2 2 2 606.00

2) Water Regulation & Zoning -

a. Water Quality Certification -

b. Chapter 30 Permits -

c. Storm Water Discharge NOI Permit - (Partial In 1 4 12 4 100 2,370.00

d. Water Main Extension (In Phase 200) -

e. Sanitary Sewer Extension (In Phase 200) -

C. Wisconsin State Historical Society (In Phase 200) -

1) Culture Resource, Archaeologist Coordination 1 4 8 100 1,634.00

D. U.S. Army Corps of Engineers 1 2 343.00

E. SEWRPC 208 Sewer Service Area Conformance Letter (In Phase 200) -

4 Cost Estimates -

4.01 30% Design - TID Cost Estimate Update 10 12 100 3,148.00

4.02 Opinion of Probable Cost at Bidding (x2) 2 12 4 100 2,260.00

5 Bidding (assume 2 packages - On/Off site and STH 83 Improvements)5.01 Prepare Advertisement for Bids (x2) 6 8 800 2,090.00

5.02 Answer Contractor Questions (x2) 4 20 3,028.00

5.03 Addendum (x 2) 8 20 16 100 4,928.00

5.04 Attend Bid Opening (x2) 4 40 499.20

5.05 Evaluate Bids, Prepare Bid Tab (x2) 2 4 8 1,376.00

5.06 Assist Village with Contractor References (x2) 2 8 1,276.00

5.07 Prepare Recommendation for Award (x2) 1 6 4 1,164.00

Total Hours 226 23 2 126 425 230 9 252 90 104 94 1581

Total Mileage 1660 962.80$

Total Other Expenses 4,400.00 4,400.00$

Total Costs 36,612.00 4,071.00 324.00 16,632.00 50,575.00 25,760.00 1,017.00 25,704.00 11,520.00 12,168.00 6,768.00 962.80 4,400.00 196,513.80$

TID #5 Phase 1 Onsite Design Page 2

Terracon Consultants, Inc. 9856 South 57 th Street Franklin, Wisconsin

P [414] 423 0255 F [414] 423 0566 terracon.com

PROPOSAL C OVER PAGE

January 26, 2018 Village of Mukwonago 440 River Crest Court Mukwonago, Wisconsin 53149 Attn: Mr. John Weidl, Administrator P: (262) 363-6420 E: [email protected] Re: Proposal for Geotechnical Engineering Services Proposed TID 5/Banker Wire approximately 9607 Hwy 83 Mukwonago, Wisconsin Terracon Proposal No. PMR185031 Dear Mr. Weidl: In response to a request for proposal from Mr. Ryan Amtmann, P.E., of Ruekert & Mielke, Terracon appreciates the opportunity to submit this proposal to Village of Mukwonago (Ruekert & Mielki ) to provide Geotechnical Engineering services for the above referenced project. The following are exhibits to the attached Agreement for Services.

Exhibit A Project Understanding Exhibit B Scope of Services Exhibit C Compensation and Project Schedule Exhibit D Site Location and Nearby Geotechnical Data Exhibit E Anticipated Exploration Plan

Our base fee to perform the scope of services described in this proposal is $18,500. See Exhibit C for more details of our fees and consideration of additional services. Your authorization for Terracon to proceed in accordance with this proposal can be issued by signing and returning a copy of the attached Agreement for Services to our office. Sincerely, Terracon Consultants, Inc. Nathan J. Liggett, E.I. Paul A. Tarvin, P.E., FACEC Project Manager Regional Geotechnical Manager

Reference Number: PMR185031

Page 1 of 2 Rev. 10-16

AGREEMENT FOR SERVICES

This AGREEMENT is between Village of Mukwonago (“Client”) and Terracon Consultants, Inc. (“Consultant”) for Services to be provided by Consultant for Client on the Mukwonango Industrial Park/Banker Wire project (“Project”), as described in the Project Information section of Consultant’s Proposal dated 01/26/2018 (“Proposal”) unless the Project is otherwise described in Exhibit A to this Agreement (which section or Exhibit is incorporated into this Agreement). 1. Scope of Services. The scope of Consultant’s services is described in the Scope of Services section of the Proposal (“Services”), unless Services

are otherwise described in Exhibit B to this Agreement (which section or exhibit is incorporated into this Agreement). Portions of the Services may be subcontracted. Consultant’s Services do not include the investigation or detection of, nor do recommendations in Consultant’s reports address the presence or prevention of biological pollutants (e.g., mold, fungi, bacteria, viruses, or their byproducts) or occupant safety issues, such as vulnerability to natural disasters, terrorism, or violence. If Services include purchase of software, Client will execute a separate software license agreement. Consultant’s findings, opinions, and recommendations are based solely upon data and information obtained by and furnished to Consultant at the time of the Services.

2. Acceptance/ Termination. Client agrees that execution of this Agreement is a material element of the consideration Consultant requires to execute the Services, and if Services are initiated by Consultant prior to execution of this Agreement as an accommodation for Client at Client’s request, both parties shall consider that commencement of Services constitutes formal acceptance of all terms and conditions of this Agreement. Additional terms and conditions may be added or changed only by written amendment to this Agreement signed by both parties. In the event Client uses a purchase order or other form to administer this Agreement, the use of such form shall be for convenience purposes only and any additional or conflicting terms it contains are stricken. This Agreement shall not be assigned by either party without prior written consent of the other party. Either party may terminate this Agreement or the Services upon written notice to the other. In such case, Consultant shall be paid costs incurred and fees earned to the date of termination plus reasonable costs of closing the Project.

3. Change Orders. Client may request changes to the scope of Services by altering or adding to the Services to be performed. If Client so requests, Consultant will return to Client a statement (or supplemental proposal) of the change setting forth an adjustment to the Services and fees for the requested changes. Following Client’s review, Client shall provide written acceptance. If Client does not follow these procedures, but instead directs, authorizes, or permits Consultant to perform changed or additional work, the Services are changed accordingly and Consultant will be paid for this work according to the fees stated or its current fee schedule. If project conditions change materially from those observed at the site or described to Consultant at the time of proposal, Consultant is entitled to a change order equitably adjusting its Services and fee.

4. Compensation and Terms of Payment. Client shall pay compensation for the Services performed at the fees stated in the Compensation section of the Proposal unless fees are otherwise stated in Exhibit C to this Agreement (which section or Exhibit is incorporated into this Agreement). If not stated in either, fees will be according to Consultant’s current fee schedule. Fee schedules are valid for the calendar year in which they are issued. Fees do not include sales tax. Client will pay applicable sales tax as required by law. Consultant may invoice Client at least monthly and payment is due upon receipt of invoice. Client shall notify Consultant in writing, at the address below, within 15 days of the date of the invoice if Client objects to any portion of the charges on the invoice, and shall promptly pay the undisputed portion. Client shall pay a finance fee of 1.5% per month, but not exceeding the maximum rate allowed by law, for all unpaid amounts 30 days or older. Client agrees to pay all collection-related costs that Consultant incurs, including attorney fees. Consultant may suspend Services for lack of timely payment. It is the responsibility of Client to determine whether federal, state, or local prevailing wage requirements apply and to notify Consultant if prevailing wages apply. If it is later determined that prevailing wages apply, and Consultant was not previously notified by Client, Client agrees to pay the prevailing wage from that point forward, as well as a retroactive payment adjustment to bring previously paid amounts in line with prevailing wages. Client also agrees to defend, indemnify, and hold harmless Consultant from any alleged violations made by any governmental agency regulating prevailing wage activity for failing to pay prevailing wages, including the payment of any fines or penalties.

5. Third Party Reliance. This Agreement and the Services provided are for Consultant and Client’s sole benefit and exclusive use with no third party beneficiaries intended. Reliance upon the Services and any work product is limited to Client, and is not intended for third parties other than those who have executed Consultant’s reliance agreement, subject to the prior approval of Consultant and Client.

6. LIMITATION OF LIABILITY. CLIENT AND CONSULTANT HAVE EVALUATED THE RISKS AND REWARDS ASSOCIATED WITH THIS PROJECT, INCLUDING CONSULTANT’S FEE RELATIVE TO THE RISKS ASSUMED, AND AGREE TO ALLOCATE CERTAIN OF THE ASSOCIATED RISKS. TO THE FULLEST EXTENT PERMITTED BY LAW, THE TOTAL AGGREGATE LIABILITY OF CONSULTANT (AND ITS RELATED CORPORATIONS AND EMPLOYEES) TO CLIENT AND THIRD PARTIES GRANTED RELIANCE IS LIMITED TO THE GREATER OF $50,000 OR CONSULTANT'S FEE, FOR ANY AND ALL INJURIES, DAMAGES, CLAIMS, LOSSES, OR EXPENSES (INCLUDING ATTORNEY AND EXPERT FEES) ARISING OUT OF CONSULTANT’S SERVICES OR THIS AGREEMENT. PRIOR TO ACCEPTANCE OF THIS AGREEMENT AND UPON WRITTEN REQUEST FROM CLIENT, CONSULTANT MAY NEGOTIATE A HIGHER LIMITATION FOR ADDITIONAL CONSIDERATION IN THE FORM OF A SURCHARGE TO BE ADDED TO THE AMOUNT STATED IN THE COMPENSATION SECTION OF THE PROPOSAL. THIS LIMITATION SHALL APPLY REGARDLESS OF AVAILABLE PROFESSIONAL LIABILITY INSURANCE COVERAGE, CAUSE(S), OR THE THEORY OF LIABILITY, INCLUDING NEGLIGENCE, INDEMNITY, OR OTHER RECOVERY. THIS LIMITATION SHALL NOT APPLY TO THE EXTENT THE DAMAGE IS PAID UNDER CONSULTANT’S COMMERCIAL GENERAL LIABILITY POLICY.

7. Indemnity/Statute of Limitations. Consultant and Client shall indemnify and hold harmless the other and their respective employees from and against legal liability for claims, losses, damages, and expenses to the extent such claims, losses, damages, or expenses are legally determined to be caused by their negligent acts, errors, or omissions. In the event such claims, losses, damages, or expenses are legally determined to be caused by the joint or concurrent negligence of Consultant and Client, they shall be borne by each party in proportion to its own negligence under comparative fault principles. Neither party shall have a duty to defend the other party, and no duty to defend is hereby created by this indemnity provision and such duty is explicitly waived under this Agreement. Causes of action arising out of Consultant’s Services or this Agreement regardless of cause(s) or the theory of liability, including negligence, indemnity or other recovery shall be deemed to have accrued and the applicable statute of limitations shall commence to run not later than the date of Consultant’s substantial completion of Services on the project.

8. Warranty. Consultant will perform the Services in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the same locale. EXCEPT FOR THE STANDARD OF CARE PREVIOUSLY STATED, CONSULTANT MAKES NO WARRANTIES OR GUARANTEES, EXPRESS OR IMPLIED, RELATING TO CONSULTANT’S SERVICES AND CONSULTANT DISCLAIMS ANY IMPLIED WARRANTIES OR WARRANTIES IMPOSED BY LAW, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE.

9. Insurance. Consultant represents that it now carries, and will continue to carry: (i) workers’ compensation insurance in accordance with the laws of the states having jurisdiction over Consultant’s employees who are engaged in the Services, and employer’s liability insurance ($1,000,000); (ii)

Reference Number: PMR185031

Page 2 of 2 Rev. 10-16

commercial general liability insurance ($1,000,000 occ / $2,000,000 agg); (iii) automobile liability insurance ($1,000,000 B.I. and P.D. combined single limit); and (iv) professional liability insurance ($1,000,000 claim / agg). Certificates of insurance will be provided upon request. Client and Consultant shall waive subrogation against the other party on all general liability and property coverage.

10. CONSEQUENTIAL DAMAGES. NEITHER PARTY SHALL BE LIABLE TO THE OTHER FOR LOSS OF PROFITS OR REVENUE; LOSS OF USE OR OPPORTUNITY; LOSS OF GOOD WILL; COST OF SUBSTITUTE FACILITIES, GOODS, OR SERVICES; COST OF CAPITAL; OR FOR ANY SPECIAL, CONSEQUENTIAL, INDIRECT, PUNITIVE, OR EXEMPLARY DAMAGES.

11. Dispute Resolution. Client shall not be entitled to assert a Claim against Consultant based on any theory of professional negligence unless and until Client has obtained the written opinion from a registered, independent, and reputable engineer, architect, or geologist that Consultant has violated the standard of care applicable to Consultant’s performance of the Services. Client shall provide this opinion to Consultant and the parties shall endeavor to resolve the dispute within 30 days, after which Client may pursue its remedies at law. This Agreement shall be governed by and construed according to Wisconsin law.

12. Subsurface Explorations. Subsurface conditions throughout the site may vary from those depicted on logs of discrete borings, test pits, or other exploratory services. Client understands Consultant’s layout of boring and test locations is approximate and that Consultant may deviate a reasonable distance from those locations. Consultant will take reasonable precautions to reduce damage to the site when performing Services; however, Client accepts that invasive services such as drilling or sampling may damage or alter the site. Site restoration is not provided unless specifically included in the Services.

13. Testing and Observations. Client understands that testing and observation are discrete sampling procedures, and that such procedures indicate conditions only at the depths, locations, and times the procedures were performed. Consultant will provide test results and opinions based on tests and field observations only for the work tested. Client understands that testing and observation are not continuous or exhaustive, and are conducted to reduce - not eliminate - project risk. Client shall cause all tests and inspections of the site, materials, and Services performed by Consultant to be timely and properly scheduled in order for the Services to be performed in accordance with the plans, specifications, contract documents, and Consultant’s recommendations. No claims for loss or damage or injury shall be brought against Consultant by Client or any third party unless all tests and inspections have been so performed and Consultant’s recommendations have been followed. Unless otherwise stated in the Proposal, Client assumes sole responsibility for determining whether the quantity and the nature of Services ordered by Client is adequate and sufficient for Client’s intended purpose. Client is responsible (even if delegated to contractor) for requesting services, and notifying and scheduling Consultant so Consultant can perform these Services. Consultant is not responsible for damages caused by Services not performed due to a failure to request or schedule Consultant’s Services. Consultant shall not be responsible for the quality and completeness of Client’s contractor’s work or their adherence to the project documents, and Consultant’s performance of testing and observation services shall not relieve Client’s contractor in any way from its responsibility for defects discovered in its work, or create a warranty or guarantee. Consultant will not supervise or direct the work performed by Client’s contractor or its subcontractors and is not responsible for their means and methods. The extension of unit prices with quantities to establish a total estimated cost does not guarantee a maximum cost to complete the Services. The quantities, when given, are estimates based on contract documents and schedules made available at the time of the Proposal. Since schedule, performance, production, and charges are directed and/or controlled by others, any quantity extensions must be considered as estimated and not a guarantee of maximum cost.

14. Sample Disposition, Affected Materials, and Indemnity. Samples are consumed in testing or disposed of upon completion of the testing procedures (unless stated otherwise in the Services). Client shall furnish or cause to be furnished to Consultant all documents and information known or available to Client that relate to the identity, location, quantity, nature, or characteristic of any hazardous waste, toxic, radioactive, or contaminated materials (“Affected Materials”) at or near the site, and shall immediately transmit new, updated, or revised information as it becomes available. Client agrees that Consultant is not responsible for the disposition of Affected Materials unless specifically provided in the Services, and that Client is responsible for directing such disposition. In no event shall Consultant be required to sign a hazardous waste manifest or take title to any Affected Materials. Client shall have the obligation to make all spill or release notifications to appropriate governmental agencies. The Client agrees that Consultant neither created nor contributed to the creation or existence of any Affected Materials conditions at the site and Consultant shall not be responsible for any claims, losses, or damages allegedly arising out of Consultant’s performance of Services hereunder, or for any claims against Consultant as a generator, disposer, or arranger of Affected Materials under federal, state, or local law or ordinance.

15. Ownership of Documents. Work product, such as reports, logs, data, notes, or calculations, prepared by Consultant shall remain Consultant’s property. Proprietary concepts, systems, and ideas developed during performance of the Services shall remain the sole property of Consultant. Files shall be maintained in general accordance with Consultant’s document retention policies and practices.

16. Utilities. Client shall provide the location and/or arrange for the marking of private utilities and subterranean structures. Consultant shall take reasonable precautions to avoid damage or injury to subterranean structures or utilities. Consultant shall not be responsible for damage to subterranean structures or utilities that are not called to Consultant’s attention, are not correctly marked, including by a utility locate service, or are incorrectly shown on the plans furnished to Consultant.

17. Site Access and Safety. Client shall secure all necessary site related approvals, permits, licenses, and consents necessary to commence and complete the Services and will execute any necessary site access agreement. Consultant will be responsible for supervision and site safety measures for its own employees, but shall not be responsible for the supervision or health and safety precautions for any other parties, including Client, Client’s contractors, subcontractors, or other parties present at the site.

Consultant: Terracon Consultants, Inc. Client: Village of Mukwonago

By: Date: 1/26/2018 By: Date:

Name/Title: Paul A Tarvin / Department Manager III Name/Title: John Weidl /

Address: 9856 S 57th St Address: 440 River Crest

Franklin, WI 53132-8680 Mukwonago, WI 53149

Phone: (414) 423-0255 Fax: (414) 423-0566 Phone: Fax:

Email: [email protected] Email: [email protected]

Proposal for Geotechnical Engineering Services Proposed TID 5/Banker Wire ■ Mukwonago, Wisconsin January 26, 2018 ■ Terracon Proposal No. PMR185031

Responsive ■ Resourceful ■ Reliable EXHIBIT A - PROJECT UNDERSTANDING 1 of 2

EXHIBIT A - PROJECT UNDERSTANDING

Our scope of services is based on our understanding of the project as described by Ruekert & Mielki and the expected subsurface conditions as described below. We have not visited the project site to confirm the information provided. Aspects of the project, undefined or assumed, are highlighted as shown below. We request the design team verify this information prior to our initiation of field exploration activities. Site Location and Anticipated Conditions

Item Description

Parcel Information The project is located at approximately 9607 Hwy 83 in Mukwonago, Wisconsin. Latitude 42.838574, Longitude -88.308564 (approximate) (See Exhibit D)

Existing Improvements Vacant farm land.

Current Ground Cover Earthen, moderately vegetated.

Existing Topography There is a moderate amount of relief across the sites, with a topographic high near the central portion, and declining to the northwest and southwest.

Site Access We expect the site, and all exploration locations, are accessible with our ATV-mounted drilling equipment.

Expected Subsurface Conditions

Our experience from the previous preliminary report we completed for the site indicates that the surficial topsoil layer was generally underlain by native finer grained soils ranging in texture from lean clay to sandy lean clay to clayey sand. The strength of these materials in the upper 5 to 10 feet of the soil profile was typically low to moderate, but increased significantly below this depth. Moderate to high strength granular soils were encountered below the fine-grained soil deposits in most of the borings drilled in the northern 1/3 of the property.

Planned Construction

Item Description

Information Provided A meeting with Ruekert & Mielke on January 23, 2018, and subsequent email correspondence.


Responsive ■ Resourceful ■ Reliable EXHIBIT A - PROJECT UNDERSTANDING 2 of 2

Item Description

Project Description

The Village portion of the project consists of the installation of utilities, roadways, and storm water management facilities for the development, as well as mass grading to develop the final subgrade elevations. The portion of the project for Briohn Building Corporation includes the construction of a single story high bay manufacturing facility having a building footprint of approximately 200,000 square feet, with room for an approximate 50,000 square foot addition to the west of the main building. Associated parking lots and drives will also be constructed around much of the building. Loading docks with be located on the western side of the building.

Building Construction We anticipate the structure will be steel framed with precast concrete exterior.

Finished Floor Elevation 902 feet.

Maximum Loads ■ Columns: 150 kips maximum ■ Walls: 5 to 7 kips per linear foot maximum ■ Slabs: 250 pounds per square foot maximum

Grading/Slopes Cuts and fills on the order of 5 to 10 feet will be required. Final slope angles of as steep as 3H:1V (Horizontal: Vertical) are expected.

Below Grade Structures None planned.

Free-Standing Retaining Walls None planned.

Pavements

Paved driveway and parking will be constructed on both the Village site and the Briohn parcel. We assume both rigid (concrete) and flexible (asphalt) pavement sections should be considered. Please confirm this assumption. Anticipated traffic is as follows:

■ Autos/light trucks: 250 vehicles per day ■ Light delivery and trash collection vehicles: 10 vehicles per week ■ Tractor-trailer trucks: <1 vehicle per week

The pavement design period is 20 years.


Responsive ■ Resourceful ■ Reliable EXHIBIT B - SCOPE OF SERVICES 1 of 5

EXHIBIT B - SCOPE OF SERVICES

Our proposed scope of services consists of field exploration, laboratory testing, and engineering/project delivery. These services are described in the following sections. Field Exploration

Ruekert & Mielki prescribed the following boring locations and depths:

Number of Borings Planned Boring Depth (feet) 1 Planned Location

14 20 or auger refusal Planned building area (Briohn “B”

borings)

6 20 or auger refusal Planned utility/parking/driveway areas

3 20 or auger refusal 2 Planned storm water areas

1. Below ground surface 2. The three borings in the planned storm water management areas will be continuously sampled, and

converted to groundwater observation wells. Boring Layout and Elevations: We understand that Ruekert & Mielke will stake the borings in the field and provide us with the ground surface elevations for inclusion in our geotechnical report. Subsurface Exploration Procedures: We advance the borings with a ATV-mounted rotary drill rig using continuous flight augers (solid stem and/or hollow stem as necessary depending on soil conditions). Four samples will be obtained in the upper 10 feet of each structure, roadway and utility borings, and at 5 foot intervals thereafter to the boring termination depths. The borings in the storm water management areas will be sampled continuously. Representative samples will be obtained in general accordance with ASTM Standards D-1586 and D-1587, split barrel and thin-walled tube sampling techniques, respectively. In the thin-walled tube sampling procedure, a thin-walled, seamless steel tube with a sharp cutting edge is pushed hydraulically into the soil to obtain a relatively undisturbed sample. In the split-barrel sampling procedure, a standard 2-inch outer diameter split-barrel sampling spoon is driven into the ground by a 140-pound automatic hammer falling a distance of 30 inches. The number of blows required to advance the sampling spoon the last 12 inches of a normal 18-inch penetration is recorded as the Standard Penetration Test (SPT) resistance value. The SPT resistance values, also referred to as N-values, are indicated on the boring logs at the test depths Bulk samples of auger cuttings will be collected from select borings across the site for laboratory compaction testing.. We will observe and record groundwater levels during drilling and sampling. The borings will be terminated if auger refusal is encountered shallower than planned depths. Drilling/coring of rock is not included in our lump sum fee.



We will also convert the three storm water management borings to groundwater observations wells. The wells will consist of 2-inch diameter schedule 40 PVC, with the screened interval extending from 10 to 20 feet. The top of the wells will be provided with locking steel protector pipes. We have budgeted for 3 trips to the site to obtain longer term water level measurements in each of the wells. These measurements will be obtained over a 3-week time frame. Our exploration team prepares field boring logs as part of standard drilling operations including sampling depths, penetration distances, and other relevant sampling information. Field logs include visual classifications of materials encountered during drilling, and our interpretation of subsurface conditions between samples. Final boring logs, prepared from field logs, represent the geotechnical engineer's interpretation, and include modifications based on observations and laboratory tests. Property Disturbance: We backfill borings with bentonite chips after completion. Our services do not include repair of the site beyond backfilling our boreholes, and cold patching existing pavements. Excess auger cuttings are dispersed in the general vicinity of the borehole. Because backfill material often settles below the surface after a period, we recommend boreholes are checked periodically and backfilled, if necessary. We can provide this service, or grout the boreholes for additional fees, at your request. Laboratory Testing

The project engineer reviews field data and assigns various laboratory tests to better understand the engineering properties of various soil strata. Exact types and number of tests cannot be defined until completion of field work. Procedural standards noted below are for reference to methodology in general. In some cases, local practices and professional judgement require method variations. Standards noted below include reference to other related standards. Such references are not necessarily applicable to describe the specific test performed.

■ ASTM D2216 Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass

■ ASTM D4318 Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils

■ ASTM D1557 Standard Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort.

Our laboratory testing program includes examination of soil samples by an engineer. Based on the material’s texture and plasticity, we describe and classify soil samples in accordance with the Unified Soil Classification System (USCS). We will classify the samples from the storm



water management boring in general accordance with the United States Department of Agriculture (USDA) system. Safety

Terracon is currently not aware of environmental concerns at this project site that would create health or safety hazards associated with our exploration program; thus, our scope considers standard OSHA Level D Personal Protection Equipment (PPE) appropriate. Our scope of services does not include environmental site assessment services, but identification of unusual or unnatural materials encountered while drilling will be noted on our logs and discussed in our report. Exploration efforts require borings (and possibly excavations) into the subsurface, therefore Terracon complies with local regulations to request a utility location service through Digger’s Hotline. We consult with the owner/client regarding potential utilities, or other unmarked underground hazards. Based upon the results of this consultation, we consider the need for alternative subsurface exploration methods, as the safety of our field crew is a priority. Private utilities should be marked by the owner/client prior to commencement of field exploration. Terracon will not be responsible for damage to private utilities that are not made aware to us. If the owner/client is not able to accurately locate private utilities, Terracon can assist the owner/client by coordinating or subcontracting with a private utility locating services. Fees associated with the additional services are not included in our current scope of services and will be forwarded to our client for approval prior to initiating. The detection of underground utilities is dependent upon the composition and construction of the utility line; some utilities are comprised of non-electrically conductive materials and may not be readily detected. The use of a private utility locate service would not relieve the owner of their responsibilities in identifying private underground utilities. We have assumed that the borings drilled along Hwy 83 will not require flagmen or lane closures. Traffic control will be limited to signs and cones. Site Access: Terracon must be granted access to the site by the property owner. By acceptance of this proposal, without information to the contrary, we consider this as authorization to access the property for conducting field exploration in accordance with the scope of services. Engineering and Project Delivery

Results of our field and laboratory programs are evaluated by a professional engineer. The engineer develops a geotechnical site characterization, performs the engineering calculations



necessary to evaluate foundation alternatives, and develops appropriate geotechnical engineering design criteria for earth-related phases of the project. Your project will be delivered using our GeoReport system. Upon initiation, we will provide you and your design team the necessary link and password to access the website (if not previously registered). Each project includes a calendar to track the schedule, an interactive site map, a listing of team members, access to all project documents as they are uploaded to the site, and a collaboration portal. A typical delivery process includes three basic stages:

■ Stage 1: Project Planning ■ Stage 2: Site Characterization ■ Stage 3: Geotechnical Engineering

When utilized, a collaboration portal documents communication, eliminating the need for long email threads. This collaborative effort allows prompt evaluation and discussion of options related to the design and associated benefits and risks of each option. With the ability to inform all parties as the work progresses, decisions and consensus can be reached faster. In some cases, only minimal uploads and collaboration will be required, because options for design and construction are limited or unnecessary. This is typically the case for uncomplicated projects with no anomalies found at the site. When services are complete, we will upload a printable version of our complete final geotechnical engineering report, including the professional engineer’s signature, which documents our services. Previous submittals, collaboration, and final report will be maintained in our system indefinitely. This allows future reference and integration into subsequent aspects of our services, as the project goes through final design and construction. The final geotechnical engineering report provides the following:

■ Boring logs with field and laboratory data ■ Stratification based on visual soil classification ■ Groundwater levels observed during and after completion drilling ■ Site and Boring location plans ■ Subsurface exploration procedures ■ Description of subsurface conditions ■ Recommended foundation options and engineering design parameters ■ Estimated settlement of foundations ■ Recommendations for design and construction of interior floor slabs ■ Seismic site classification ■ Subgrade preparation/earthwork recommendations ■ Recommended pavement options and design parameters



■ Recommendation for utility installation, including conventional cut and cover techniques, as well as horizontal directional drilling (HDD)

■ Estimated infiltration rates based on the default rates listed in WDNR Technical Standard 1002

Additional Services

In addition to basic services noted above, the following services are often associated with geotechnical engineering services. Fees for basic services noted above do not include the following: Review of Plans and Specifications: Our geotechnical report and associated verbal and written communications will be used by others in the design team to develop plans and specifications for construction. Review of the project plans and specifications is a vital part of our geotechnical engineering services. This consists of review of project plans and specifications related to site preparation, foundation, and pavement construction. Our review includes a written statement, which conveys our opinions, related to the plans and specifications’ consistency with our geotechnical engineering recommendations. Observation and Testing of Pertinent Construction Materials: Development of our geotechnical engineering recommendations and report relies on an interpretation of soil conditions. This is based on widely spaced exploration locations, and assuming construction methods will be performed in a manner sufficient to meet our expectations, and is consistent with recommendations made at the time the geotechnical engineering report is issued. We should be retained to conduct construction observations, and perform/document associated materials testing, for site preparation, foundation, and pavement construction. This allows a more comprehensive understanding of subsurface conditions and necessary documentation of construction, to confirm and/or modify (when necessary) the assumptions and recommendations made by our engineers. For estimating purposes, we have assumed that a Terracon technician will be on site full time for a six-week period to monitor the earthwork operations and to perform field density tests to determine the degree of compaction. Our budget includes completing six laboratory Proctor tests. We have also budgeted for either a Project or Principal Engineer to make up to 5 site visits to assist in evaluating potential grading issues associated with wet, soft or otherwise unsuitable soils.


Responsive ■ Resourceful ■ Reliable EXHIBIT C - COMPENSATION AND PROJECT SCHEDULE 1 of 2

EXHIBIT C - COMPENSATION AND PROJECT SCHEDULE

Compensation

Based upon our understanding of the site, the project as summarized in Exhibit A and our planned scope of services outlined in Exhibit B, our base fee is shown in the following table:

Task Lump Sum Fee

Subsurface Exploration, Laboratory Testing, Geotechnical Consulting & Reporting $18,500 1

1. The budget figure listed above is for the total lump sum fee associated with the geotechnical exploration. It is understood that the Village and the Banker Wire will proportionally split the cost of the geotechnical exploration. The split between the Village and Banker Wire portions of the geotechnical exploration is approximately is 50/50. Therefore, both the Village and Banker Wire would be responsible for $9,750 each.

Additional services not part of the base fee include the following:

Additional Services (see Exhibit B) Lump Sum Fee Initial for Authorization

Private Utility Locate Service 1 $1,200

Plans and Specifications Review $500

Construction Materials Testing Services $25,000 to $30,000 2

1. If the owner/client is unable to accurately locate private utilities, we can subcontract a private utility locating firm and/or utilize geophysical equipment, if necessary. The detection of underground utilities is dependent upon the composition and construction of utility lines. Some utilities are comprised of non-electrically conductive materials and may not be readily detected. The use of a private locate service does not relieve the owner of their responsibilities in identifying private underground utilities.

2. Services to be completed on a Time and Materials basis. Our scope of services does not include services associated with site clearing, wet ground conditions, tree or shrub clearing, or repair of/damage to existing landscape or crops. If such services are desired by the owner/client, we should be notified so we can adjust our scope of services. If borings are performed when crops are planted, a crop damage agreement should be established between the Client and crop owner prior to subsurface exploration. Unless instructed otherwise, we will submit our invoice(s) to the address shown at the beginning of this proposal. If conditions are encountered that require scope of services revisions and/or result in higher fees, we will contact you for approval, prior to initiating services. A supplemental proposal stating the modified scope of services as well as its effect on our fee will be prepared. We will not proceed without your authorization, as evidenced by your signature on the Supplemental Agreement for Services form.


Responsive ■ Resourceful ■ Reliable EXHIBIT C - COMPENSATION AND PROJECT SCHEDULE 2 of 2

Project Schedule

We developed a schedule to complete the scope of services based upon our existing availability and understanding of your project schedule. However, this does not account for delays in field exploration beyond our control, such as weather conditions, permit delays, or lack of permission to access the boring locations. In the event the schedule provided is inconsistent with your needs, please contact us so we may consider alternatives.

GeoReport Stage Posting Date from Notice to Proceed 1, 2

Project Planning 3 days

Site Characterization 20 days

Geotechnical Engineering 25 days 1. Upon receipt of your notice to proceed we will activate the schedule component of our GeoReport

website with specific, anticipated calendar dates for the three delivery points noted above as well as other pertinent events such as field exploration crews on-site, etc.

2. We will maintain a current calendar of activities within our GeoReport website. In the event of a need to modify the schedule, the schedule will be updated to maintain a current awareness of our plans for delivery.

EXHIBIT D – SITE LOCATION and NEARBY GEOTECHNICAL DATA Proposed TID 5/Banker Wire ■ Mukwonago, Wisconsin January 26, 2018 ■ Terracon Proposal No. PMR185031

EXHIB IT D PORTR AIT

DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES MAP PROVIDED BY MICROSOFT BING MAPS

Village of Mukwonago, Walworth and Waukesha Counties, State of Wisconsin

RESOLUTION 2018-004

RESOLUTION FOR DECLARATION OF PUBLIC NECESSITY AND RELOCATION ORDER TO CONSTRUCT PUBLIC WATER AND SANITARY SEWER FACILITIES IN THE VILLAGE

OF MUKWONAGO

This is a Relocation Order of the Village of Mukwonago, Waukesha/Walworth Counties, Wisconsin, by its Village Board and for its Relocation Order, hereby resolves as follows:

1. This Relocation Order is in accordance with Wisconsin Statute Section 62.22(1m) and Subsection 32.05(1) of the Wisconsin Statutes for the purposes establishing the public necessity and Relocation Order within the described public improvement project.

2. The Village of Mukwonago hereby determines that it is necessary and a proper public

purpose to construct sanitary sewer and water mains across property described in the attached Exhibit A (hereinafter referred to as the “Project”), which are owned by ProHealth Care and Judith Sommer and Jacqueline Pitts.

3. The Village of Mukwonago will acquire certain lands or easements as shown on the attached Survey Map, which is attached hereto and incorporated herein as Exhibit A.

4. A certified copy of this Resolution shall be filed with the Waukesha and Walworth County

Clerks within twenty (20) days of its adoption and final approval.

Adopted this 6th day of February, 2018.

____________________________________ Fred Winchowky, Village President

Attest: ____________________________________ Steven Braatz, Jr., Clerk-Treasurer I hereby certify that this is a true and correct copy of the resolution adopted by the Village Board on the 6th day of February, 2018.

____________________________________ Steven Braatz, Jr., Clerk-Treasurer