AGENDA Rogers City Council May 26, 2026 - 7:00 PM 1. CALL TO ORDER AND PLEDGE OF ALLEGIANCE 2. OPEN FORUM Individuals may address the Council about any item not contained on the regular agenda. A maximum of 10 minutes is allocated for the Forum. If the full 10 minutes are not needed for the Forum, the Mayor will continue with the agenda. If additional time is needed for the Forum, the Council will continue the Forum following Other Business on the agenda. The Council will take no official action on items discussed at the Forum, with the exception of referral to staff or Commission for future report. 3. PRESENTATIONS 4. APPROVE AGENDA Council members may add items to the agenda for discussion purposes or staff direction only. The Council will not normally take official action on items added to the agenda. 5. CONSENT AGENDA These items are considered to be routine and will be enacted by one motion. There will be no separate discussion of these items unless a Councilmember so requests, in which event the item will be removed from the Consent Agenda and placed elsewhere on the agenda. 5.1 Approval of May 12, 2026 City Council Meeting Minutes 5.2 Approval of Bills and Claims 5.3 Approve a Gambling Exempt Permit Application for Mary Queen of Peace Catholic Church to Conduct Bingo and a Raffle on September 27, 2026 at 21304 Church Avenue, Rogers. 5.4 Approve Updated Job Description for Patrol Sergeant 5.5 Approve Job Description and Position Recruitment for Community Engagement Specialist 5.6 Approve Purchase and Installation for Replacement of Tornado Siren #2 Page 1 of 422 5.7 Approve Changes to Paid-on-Call Firefighter Job Description 5.8 Approve Grant Application for Replacement SCBA and Related Equipment 5.9 Approve the Purchase of Building Official Vehicle 5.10 Approve Revised Internal Engineering Fees for City Hall and Police Department Civic Campus, City Project No. 2202 and Rogers Activity Center Expansion, City Project No. 2406 5.11 Approve Resolution No. 2026-54, A Resolution Approving the Application to Fill Wetlands to Facilitate Rogers Drive Industrial Project 5.12 Approval of Resolution 2026-51 Approving the Final Plat for EB Rogers (former Willis Trucking Site) 5.13 Approval of a Lease Agreement with Outfront Media for Two Billboards at PID 1512023230009 and a Shared Revenue Agreement with the Rouillard Family Trust. 5.14 Approval of Resolution 2026-52 Approving Final Plat for Edgewater Cove and Authorization for the Execution of Related Agreements 5.15 Approve Resolution 2026-53, Final Plat for Northview Preserve 2nd Addition, and Authorize Execution of Related Agreements. 5.16 Approval of Resolution 2026-55 Allowing for a Short Term Temporary Office at the Asguard Development Site 5.17 Approval of Sunnyside Park Playground Equipment Replacement 5.18 Approval to Hire Angela Grotte for the Recreation Administrative Assistant II 6. PUBLIC HEARINGS 6.1 Public Hearing and Consideration of a Right-of-Way Vacation Request Corresponding to the Development of the Property at 21355 136th Avenue • Approve Resolution 2026-50; Vacating Certain Rogers Drive Right-of- Way Located to the East of the Property at 21355 136th Avenue 6.2 Public Hearing to Consider Adopting the Following Ordinances: • Ordinance No. 2026-07, An Ordinance Implementing an Electric Service Franchise Fee on Northern States Power Company, D/B/A Xcel Energy, a Minnesota Corporation, its Successors and Assigns, for Providing Electric Service within the City of Rogers, Minnesota Page 2 of 422 • Ordinance No. 2026-11, An Ordinance Implementing a Gas Energy Franchise Fee on CenterPoint Energy Minnegasco, a Division of CenterPoint Energy Resources Corporation, a Delaware Corporation, its Successors and Assigns, for Providing Gas Energy Service within the City of Rogers, Minnesota • Ordinance No. 2026-12, An Ordinance Implementing an Electric Service Franchise Fee on Wright-Hennepin Cooperative Electrical Association, a Minnesota Corporation, its Successors and Assigns, for Providing Electric Service within the City of Rogers, Minnesota 7. GENERAL BUSINESS 7.1 Approve the Promotion of Officer Amy Herold to the Position of Patrol Sergeant, Effective June 2, 2026 7.2 Items Related to City Hall and Police Department Civic Campus Bid Package #1, City Project No. 2202 • Accept Bids for Bid Package #1 • Approve AIA Document A133· - 2019 Exhibit A Guaranteed Maximum Price (GMP) Amendment Limited-GMP Amendment for Bid Package #1 • Approve Professional Services Agreement (PSA) with Braun Intertec for Response Action Plan/Construction Contingency Plan (RAP/CCP) 7.3 Legislation Related to In-Person Absentee/Early Voting Period 8. OTHER BUSINESS 9. CORRESPONDENCE AND REPORTS 10. ADJOURN Page 3 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 5.1 Subject: Approval of May 12, 2026 City Council Meeting Minutes Prepared By: Recommended Council Action Motion to approve the May 12, 2026 City Council meeting minutes. Overview / Background / Analysis Staff Recommendation Motion to approve the May 12, 2026 City Council meeting minutes. Financial Impact: Source Fund: Budgeted? Supporting Documentation A. 05122026min Page 4 of 422 City of Rogers City Council Meeting Minutes May 12, 2026 1. CALL TO ORDER AND PLEDGE OF ALLEGIANCE The regular meeting of the City Council of the City of Rogers was called to order by Mayor Klick on Tuesday, May 12, 2026, at 7:00 PM at Rogers Community Room, 21201 Memorial Drive, Rogers, MN, 55374 and online in the Teams application. Council present: Kevin Jullie, Amy Enga, Joel Brockman Council excused: Shannon Klick, Mark Eiden Staff present: Steve Stahmer, Administrator; Bridget Bruska, Finance Director; Dan Wills, Chief of Police; Doran Cote, Public Works Director/City Engineer; Mike Bauer, Parks and Recreation Director; Brett Angell, Community Development Director; Bob Vose, City Attorney; and Stacie Brown, City Clerk. 2. OPEN FORUM No one came forward. 3. PRESENTATIONS None. 4. APPROVE AGENDA Councilor Enga moved, Councilor Brockman seconded a motion to approve the agenda as submitted. Motion carried 3-0. 5. CONSENT AGENDA 5.1 Approval of Minutes 5.2 Approval of Bills and Claims 5.3 Approval of Special Event Permit Application for Hisco, Inc. for September 17, 2026 5.4 Approval of Ice Resurfacer Purchase for Rink 2 5.5 Approve Second Amendment to May 26, 2020 Trailway Cooperative Agreement with Three Rivers Park District for the grade-separated crossing of CR 144/141st Avenue, City Project No. 2107 5.6 Approve Fleet and Equipment Proposed Changes 5.7 Approve Payment to Xcel Energy to Relocate Overhead Power for City Hall and Police Department Civic Campus, City Project No. 2202 5.8 Call a Public hearing for Tuesday, May 26, 2026 at 7:00 p.m. to Consider the Adoption of Franchise Fee Ordinances for the Public and Cooperative Utilities Serving the City 5.9 Approval of the First Amendment to the Purchase Agreement with Cloutier Properties for the Sale of City-Owned Property Setting a Closing Date Page 5 of 422 5.10 Approval of the Fifth Amendment to the Purchase Agreement with Jacob Ventures, LLC Granting Additional Time to Close 5.11 Authorize Execution of Early Grading Agreement for Northview Preserve 2nd Addition. 5.12 Authorize Execution of Early Grading Agreement for Cowley Lake Preserve 2nd Addition Area Councilor Brockman moved, Councilor Enga seconded a motion to approve the Consent Agenda. Motion carried 3-0. 6. PUBLIC HEARINGS 6.1 Public Hearing to identify Qualified 501(c)(3) Users of the Rogers Activity Center in the City of Rogers Finance Director Bruska explained that this Public Hearing is related to the financing package for the Rogers Activity Center expansion project. The type of financing being used is General Obligation Abatement Bonds, for which a Public Hearing was held at a previous Council meeting. The purpose of tonight's Public Hearing is to identify certain non-profit organizations who will enter into long-term agreements for use of the facility. The bonds must be 501c3 or non- profit bonds, and currently the only non-profit organization the City has an agreement with is the Rogers Youth Hockey Association. The Public Hearing is to allow comments on the proposed financing option, and is 100% procedural in nature, and no formal action is needed from the Council tonight. The 501(c)3 designation will be memorialized in the Resolution for the final bond sale. Acting Mayor Jullie opened the Public Hearing at 7:05 p.m. No one came forward. Councilor Enga moved, Councilor Brockman seconded a motion to close the Public Hearing at 7:06 p.m. Motion carried 3-0. 7. GENERAL BUSINESS 7.1 Approval of Resolution 2026-49 Approving a Site Plan and Variance Request for a Retail Center at 21355 136th Ave (Lot Adjacent to Maynards) by Cloutier Properties Community Development Director Angell presented a Site Plan and Variance request for consideration by the Council for proposed commercial development at 21355 136th Avenue North. He reviewed the property details, including size (1.31 acres with additional land to be added), zoning (RC), guidance (Commercial), current use (Vacant), proposed use (Multi- Tenant Commercial), and adjacent uses. Angell explained that a Public Hearing and consideration for a right-of-way vacation for the Page 6 of 422east side of the property will take place at the May 26, 2026 Council meeting. He shared the Site Plan, including an approximately 9,100 square foot building (with four tenants anticipated), two access points, a drive-through on the west side (with stacking for over 10 vehicles), and a small patio on the north side. Angell noted that the plan includes 93 proposed parking stalls, building setback requirements are exceeded, the building is under the maximum building height requirement, and the area is served by regional stormwater. The Corridor overlay calls for 20-foot parking setbacks, and the variance request is for a 10-foot parking setback on the north and south sides, and zero feet on the east side. He shared the variance review criteria via the State Statute. Angell reviewed the landscaping plan and renderings of the building, featuring stone, glazing and windows. He stated that a Public Hearing was held at the May 4th Planning Commission meeting, and no one spoke for or against the proposal. The Commission discussed possible trail connections. However, there is not a lot of potential for trail expansion due to the proximity to a ditch and private communications utilities, which would have to be moved. The Commission unanimously recommended approval of the Variance request and Site Plan. Councilor Enga inquired about a designated pedestrian crosswalk. Angel stated it could be explored further. However, there is potential that the area being vacated may be needed for stormwater capacity. He noted that with a trail connection to the parking lot, additional ADA capacity would be needed going from the trail all the way to the building. Enga asked if the intention is to keep the crosswalk, as it didn’t seem to go anywhere. Angell replied that this can be reviewed more as part of the 2050 Comprehensive Plan process. There are no anticipated trail connections for this area in the 2040 Plan. Enga noted that the Planning Commission discussed general traffic in the area, specifically site lines. Angell noted that the vacated portion will really only be needed for stormwater, adding that there shouldn't be any visibility constraints on this corner, as there is no placement of buildings or vehicles in that spot. Acting Mayor Jullie expressed that a crossing may be something to consider, noting there are no existing trails, and Enga asked if that could be made a condition for approval. Council further discussed the potential for a pedestrian crossing and challenges with the location. Councilor Brockman asked Public Works Director/City Engineer Cote for input on the site. Cote noted that three of the corners have existing utility boxes, and having appropriate ADA accessibility could be an issue as well. The 5-year Capital Improvement Plan includes an overlay of Rogers Drive, and it could be considered at that time; however, it could be difficult. Enga proposed that the Council should revisit this in the future. Tom Cloutier of Cloutier Properties came forward and thanked the Council for the opportunity. He shared that there is a high interest level from prospective tenants, with roughly a dozen letters of intent, which outpaces the location in Maple Grove. He believes they will have their pick of tenants. Jullie asked how the discussion regarding trail Page 7 of 422connections for the site could be memorialized. Angell stated he will add it to his notes and reach out to the consultant who is doing the 2050 Comprehensive Plan. Councilor Brockman moved, Councilor Enga seconded a motion to approve Resolution 2026-49; Approving a Site Plan and Variance Request for a Retail Center at 21355 136th Avenue. Motion carried 3-0. 8. OTHER BUSINESS None. 9. CORRESPONDENCE AND REPORTS None. 10. ADJOURN Acting Mayor Jullie adjourned the meeting at 7:34 p.m. Respectfully submitted, Stacie Brown City Clerk Page 8 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 5.2 Subject: Approval of Bills and Claims Prepared By: Bridget Bruska, Finance Director Recommended Council Action Motion to approve bills and claims as presented. Overview / Background / Analysis According to the City's purchasing policy, all purchases made by City staff must be reviewed and approved by the City Council during each Council meeting via the consent agenda. Attached is a summary of payments issued by the City since the cutoff date of the previous Council meeting. Detailed supporting documentation is provided to Council as nonpublic background material to reduce fraud risk and is available for public inspection upon request, as permitted by law. Staff Recommendation Motion to approve bills and claims as presented. Financial Impact: N/A Source Fund: N/A Budgeted? N/A Supporting Documentation A. AP Cover Sheet B. 05-08-2026 Checks #97549-97590 & ACH Payments C. 05-15-2026 Checks #97591-97627 & ACH Payments D. 05-15-2026 Checks #97628-97637 - UB Overpayments Page 9 of 422CITY OF ROGERS 05.26.2026 CITY COUNCIL MEETING OPERATING ACCOUNTS - ADDITIONAL CLAIMS PAID/TO BE PAID City Payroll Checks, Taxes & Misc Fees Paid 5/14/2026ADP Child Support/Garnishment 124.62 5/14/2026ADP Direct Deposits 280,314.59 5/8/2026ADP Fees 1,962.20 5/8/2026ADP Fees 943.40 5/8/2026ADP Fees 1,136.25 5/14/2026 ADP Payroll Taxes 114,556.62 5/11/2026Associated Bank FSA/DCAP 202.00 5/12/2026Associated Bank FSA & DCAP Participant Fees 60.00 5/8/2026Associated Bank Cobra Fees 62.30 5/18/2026ICMA Deferred Compensation 3,125.00 5/15/2026Associated Bank Health Plan Fund 11,843.84 5/18/2026PERA 82,298.57 5/18/2026State of MN HCSP 4,603.51 5/18/2026State of MN - Deferred Comp 23,899.20 Payroll & Misc Fee Expenditures 525,132.10 City Checks & ACH Paid 5/8/2026City Checks & ACH Paid (97549-97590) 625,553.32 5/15/2026City Checks & ACH Paid (97591-97627) 567,643.49 5/15/2026City Checks UB Overpayments (97628-97637) 574.54 City Check & ACH Expenditures 1,193,771.35 City Misc ACH/Wires Paid 5/18/2026Civic Pay ACH Fees Utility Billing 35.37 5/11/2026Wells Fargo Client Analysis Fees 1,800.57 5/7/2026 Pitney Bowes Postage - PD Auto Replenish 1,500.00 5/8/2026 Pitney Bowes Postage - PD Auto Replenish 1,500.00 5/14/2026MNDOR - Water Sales Tax 2,797.00 City ACH/Wire Expenditures 7,632.94 City Total To Be Approved 1,726,536.39 Page 10 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 5.3 Subject: Approve a Gambling Exempt Permit Application for Mary Queen of Peace Catholic Church to Conduct Bingo and a Raffle on September 27, 2026 at 21304 Church Avenue, Rogers. Prepared By: Stacie Brown, City Clerk Recommended Council Action Motion to approve a Gambling Exempt Permit for Mary Queen of Peace Catholic Church to conduct bingo and a raffle on September 27, 2026 at 21304 Church Avenue, Rogers. Overview / Background / Analysis Mary Queen of Peace Catholic Church has submitted a permit application to conduct bingo and a raffle on September 27, 2026 at 21304 Church Avenue in Rogers. Staff Recommendation Motion to approve a Gambling Exempt Permit for Mary Queen of Peace Catholic Church to conduct bingo and a raffle on September 27, 2026 at 21304 Church Avenue, Rogers Financial Impact: Source Fund: Budgeted? N/A Supporting Documentation None Page 11 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 5.4 Subject: Approve Updated Job Description for Patrol Sergeant Prepared By: Dan Wills, Chief of Police Recommended Council Action Motion to Approve Updated Job Description for Patrol Sergeant Overview / Background / Analysis The Police Department is seeking approval of the updated Patrol Sergeant job description. The revisions reflect organizational changes resulting from the creation and promotion of the new Deputy Chief of Police and Police Captain positions. Several responsibilities historically assigned to the Patrol Sergeants role will transition to the Police Captains and Deputy Chief, requiring adjustments to the current Patrol Sergeant description. Staff Recommendation Approve Updated Job Description for Patrol Sergeant Financial Impact: Source Fund: Budgeted? N/A Supporting Documentation A. Patrol Sergeant - Job Description Page 12 of 422 City of Rogers Job Description Title: Patrol Sergeant FLSA Status: Non-Exempt Department: Police Position Status: Regular Full-Time Accountable To: Patrol Captain Salary Grade: Union Contract Revision Date: May 2026 POSITION SUMMARY Under direction of the Patrol Captain, and/or Command Staff, the Patrol Sergeant supervises and assists Patrol Officers, Community Service Officers, Reserves, and other assigned personnel to ensure the efficient and professional delivery of police services. The Patrol Sergeant assigns and reviews work, oversees responses to calls for service, provides direction during routine and critical incidents, and ensures compliance with departmental policies and procedures. The position also performs a variety of administrative and technical duties, including report review, scheduling, training, and performance feedback. The Patrol Sergeant plays a pivotal role in supporting community policing efforts, maintaining officer readiness, and promoting a safe environment for the public and department personnel. ESSENTIAL FUNCTIONS AND RESPONSIBILITIES Reasonable accommodations may be made to enable individuals with disabilities to perform the essential functions. Essential functions listed below are intended as illustrations of the various types of work that may be performed. The omission of specific duties does not exclude them if the work is similar, related or a logical assignment to the position. The Patrol Sergeant is responsible for providing leadership, guidance, mentorship, direction, and supervision to front-line police department and other assigned personnel that provide public safety services in our community. This individual will perform a variety of functions throughout the Patrol Division, which include the following: • Management of Patrol Officers, Community Service Officers, and Reserves responses to call for service and proactive activities. • Review reports, citations and supplementary documents related to proactive and reactive work, as well as Use of Force review, to include all documentation and related evidence. • Respond to calls for service, proactive community engagement, and traffic enforcement. Complete reports and search warrants. Handle concerns about police department staff responses and actions taken in the field. Conduct internal investigations as directed. • Interprets and ensures compliance of directives, policies, and procedures as applicable to police department and city operations. • Assists in the budgeting process by monitoring expenditures, evaluating needs, and researching best practices. • Provides ongoing performance feedback and formal evaluations of assigned staff. • Responds on and off-duty to major incidents and emergencies and supervises major criminal investigations as directed. • Respond to e-mails, phone calls, and text messages from personnel, as well as colleagues from other agencies & departments. Handle equipment service repairs and purchases. • Review and assign cases for referral to Services Division and prepare for criminal charging or other referral. Review criminal history and court data, complete intake forms, and work with County and City Attorneys Offices for case and charging review, as directed. Page 13 of 422 • Schedule and manage work shifts and training schedule for assigned team, as well FTOs, CSOs and training staff. Review and approve payroll for team members. • Create content and facilitate meetings and training within the organization and for external stakeholders (community meetings and presentations). Attend internal/external meetings and training. • Research best practices in policing, creating lesson plans, and submitting to external governing bodies for review. • Assist other departments and employees as necessary. • Perform other job-related duties as assigned. COMMON PERFORMANCE STANDARDS Communications • Communicates with: o Internal Clients Include: Rogers Police Department staff, various police leaders, City employees, Mayor and City Council Members, city prosecutors, city attorney, etc. o External Clients Include: The Bureau of Criminal Apprehension, Department of Public Safety, Hennepin County Sheriff’s Office, other law enforcement agencies, county attorneys, judicial and correctional system personnel, social services agencies, residents, vendors, etc. • Must have the ability to actively listen to others for understanding of their needs and situations. • Ability to speak and write English clearly. • Must be able to assertively control conversations to quickly and accurately gather pertinent information and be able to communicate this information professionally and precisely to the proper recipient. • Must be able to read and understand correspondence, memoranda and directives. • Must possess excellent communication, interpersonal and customer service skills. • Ability to respond to inquiries, requests and complaints with tact, discretion and diplomacy. Decision Making • Must act in a decisive manner using good judgment. • Must be able to assess problems and situations and be able to anticipate needs and evaluate alternatives. • Must be able to effectively interpret the policies and objectives of the Department and the city. • Ability to function independently and carry out job duties without constant supervision and direction. Interpersonal Relationships • Must be consistent in dealing with people. • Must exclude personal biases from work performance. • Must have the ability to accept criticism and/or discipline. • Must exhibit tact and diplomacy. • Must strive to promote a cooperative atmosphere in the Department. • Ability to develop and maintain professional relationships. Professional Attitude • Must have commitment to the organization, willingness to take initiative, dependability, maturity in relationships with others, and self-confidence. • Must represent the organization with a courteous, helpful, accurate and business-like attitude. Page 14 of 422 • Must be highly responsible, adaptable, flexible, and exhibit command presence. • Ability to maintain confidentiality. • Must display and maintain a positive attitude and be team oriented. Quality of Work • Must be able to produce high quality and accurate work. • Must be able to detect and correct errors. • Must be able to utilize work time properly and productively. • Must have the ability to maintain records in an accurate and accessible manner. Technical Knowledge • Must have knowledge of city business functions. • Must demonstrate an ability to understand and discern legislative, local, state, and federal regulations. • Must have working knowledge of computers and electronic data processing equipment. • Must have the ability to perform arithmetic computations accurately and quickly. • Ability to effectively communicate, both verbally and in writing. • Ability to organize and lead projects. • Ability to multitask and meet deadlines while providing accurate work products. WORK ENVIRONMENT • Required to do sustained physical work in all types of weather and environments. • Work around mechanical, chemical, and electrical hazards • Exposure to infectious diseases, needles, body fluids, and blood borne pathogens • Work rotating shifts - consists of days, evenings, and nights PHYSICAL REQUIREMENTS • Physical ability for rapid stair climbing and other situational needs • Ability to move around with weighted gear and a variety of weighted equipment or an injured person • Ability to push/pull objects using total body movements • Ability to walk long distances • Ability to work effectively under stress/pressure and engage in physical confrontations • Ability to sit and stand for long periods of time • Ability to pursue suspects on foot over all types of ground conditions and over walls • Ability to have good grip strength to handle equipment, weapons, and suspects • Ability to drive a squad car at normal and high speeds • Ability to lift or carry equipment from floor to overhead • Professionally acceptable competencies in vision, hearing, and sense of smell. Minimum Qualifications • Associate’s degree in Law Enforcement, Criminal Justice, or closely related field. • Valid MN POST license. • 3 years of sworn police officer experience. Preferred Qualifications • 7+ years of sworn police officer experience. • Bachelor’s or Master’s degree in Law Enforcement, Criminal Justice, or closely related field. Page 15 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 5.5 Subject: Approve Job Description and Position Recruitment for Community Engagement Specialist Prepared By: Dan Wills, Chief of Police Recommended Council Action Motion to Approve Job Description and Position Recruitment for Community Engagement Specialist Overview / Background / Analysis During the 2026 budget process, the need for a full-time Community Engagement Specialist position was identified and presented for City Council consideration. The Rogers City Council adopted the City’s 2026 budget, which included the position of full- time Community Engagement Specialist. Briefly, the position summary states: Under direction from Police Sergeants and Captains, the Community Engagement Specialist is responsible for facilitating proactive relationships and crime reduction strategies in the residential and business communities; disseminates relevant crime prevention and statistical information to key partners and residents, conducts premise surveys of commercial and residential properties, responds to public inquires, participates and facilitates safety and educational seminars, leads Neighborhood Watch program, coordinates Night to Unite event, monitors and analyzes crime trends and assists with enforcement strategies, and serves as a Community Services Officer with patrol and/or jail duties when required. This position will greatly assist with the organizational needs of the Rogers Police Department, expanding our community engagement presence, crime prevention programming, in addition to serving as a crucial backup to the current full-time Community Services Officer/Code Enforcement Officer role. Following a review of the comprehensive duties associated with this position, staff recommends adjusting the classification from the originally proposed Pay Grade 8 to Pay Grade 9. In addition to the full scope of responsibilities outlined for this role, the position is also expected to perform all backup duties of the full-time Community Service Officer, resulting in a broader range of operational, support, and public-facing functions. The attached job description provides a detailed overview of these responsibilities and Page 16 of 422supports the recommendation for placement at Pay Grade 9. Staff Recommendation Approve Job Description and Position Recruitment for Community Engagement Specialist Financial Impact: Source Fund: Budgeted? Yes Supporting Documentation A. Community Engagement Specialist Page 17 of 422 City of Rogers Job Description Title: Community Engagement Specialist FLSA Status: Non-Exempt Department: Police Position Status: Regular Full-Time Accountable To: Police Sergeants and Captains Salary Grade: Level 9 Revision Date: N/A POSITION SUMMARY Under direction from Police Sergeants and Captains, the Community Engagement Specialist is responsible for facilitating proactive relationships and crime reduction strategies in the residential and business communities; disseminates relevant crime prevention and statistical information to key partners and residents, conducts premise surveys of commercial and residential properties, responds to public inquires, participates and facilitates safety and educational seminars, leads Neighborhood Watch program, coordinates Night to Unite event, monitors and analyzes crime trends and assists with enforcement strategies, and serves as a Community Services Officer with patrol and/or jail duties when required. ESSENTIAL FUNCTIONS AND RESPONSIBILITIES Reasonable accommodations may be made to enable individuals with disabilities to perform the essential functions. Essential functions listed below are intended as illustrations of the various types of work that may be performed. The omission of specific duties does not exclude them if the work is similar, related or a logical assignment to the position. The primary objective of this position is to facilitate proactive relationships and crime reduction strategies in the residential and business communities. This individual will perform a variety of functions, which includes the following: • Facilitates positive police/community relationships and encourages resident and business community participation in selected crime prevention programs, and assists with the development of and implementation of initiatives and programs that address crime concerns in Rogers. • Disseminates relevant crime prevention, crime statistical, and safety information to residents, businesses, and civic organizations in an effective manner. • Aids in developing informational articles disseminated via social media and standard press as they relate to crime prevention, public safety, etc. • Assists, collaborates, and implements problem solving initiatives with other city employees on quality- of-life issues affecting Rogers’ residents. • Conducts premise surveys of commercial and residential units. • Addresses inquiries from the public via phone or in person and/or refers to the proper entity. • Serves as police liaison to media outlets for purposes of fostering the police department’s messages about crime prevention, safety tips, and community engagement. • Coordinates and leads the City’s Night to Unite event, and other relevant community engagement events. • Administers the Neighborhood Watch program and Camera Registration program, and promotes their expansion throughout Rogers. Acts as the liaison between Neighborhood Watch areas and the police department. • Assists in ongoing public relations activities such as conducting police department tours, squad car tours, organized visits to childcare and senior care facilities, coffee with a cop, Citizen Police Academy, educational workshops, alcohol compliance trainings, open houses, etc. • Regularly prepares and conducts public presentations to Neighborhood Watch groups, homeowner association groups, concerned neighborhoods, senior groups, etc. • Writes routine correspondence and reports such as memos, inquiries, and status/activity reports. Page 18 of 422 • Assists other city departments in the performance of their duties, such as Fire, Information Technology, Community Development, Administration, etc., and partners with other community and civic organizations to assist with their crime prevention efforts. • Oversees staff and volunteers who are assigned to police and city events as required. • Offers plan review recommendations to city’s Community Development Department. • Manages crime prevention initiatives and equipment within retail areas, property management companies and other private groups throughout the city. • Manages and deploys police surveillance and traffic monitoring equipment. • Performs as a Community Services Officer with patrol and/or jail duties when required. • Performs other related duties as assigned or required. COMMON PERFORMANCE STANDARDS Communications • Communicates with: o Internal Clients Include: Rogers Police Department staff, various police leaders, City employees, Mayor and City Councilmembers, city prosecutors, city attorney, etc. o External Clients Include: The Bureau of Criminal Apprehension, Department of Public Safety, Hennepin County Sheriff’s Office, other law enforcement agencies, county attorneys, judicial and correctional system personnel, social services agencies, residents, vendors, etc. • Must have the ability to actively listen to others for understanding of their needs and situations. • Ability to speak and write English clearly. • Must be able to assertively control conversations to quickly and accurately gather pertinent information and be able to communicate this information professionally and precisely to the proper recipient. • Must be able to read and understand correspondence, memoranda and directives. • Must possess excellent communication, interpersonal and customer service skills. • Ability to respond to inquiries, requests and complaints with tact, discretion and diplomacy. • Knowledge of breeds and temperaments of various animals. • Knowledge of methods and techniques of animal control and apprehension. • Knowledge, skill and ability to effectively use departmental equipment. • Ability to comprehend city ordinance, county, state and federal laws. • Ability to prepare routine reports, case files and correspondence. • Ability to work under stressful situations. • Able to handle emergency situations. • Able to exercise sound judgment when enforcing laws or ordinances. • Ability to work within the scope of this position's duties and authority. • Ability to be trusted with confidential matters, cash and evidence. Decision Making • Must act in a decisive manner using good judgment. • Must be able to assess problems and situations and be able to anticipate needs and evaluate alternatives. • Must be able to effectively interpret the policies and objectives of the Department and the city. • Ability to function independently and carry out job duties without constant supervision and direction. Page 19 of 422 Interpersonal Relationships • Must be consistent in dealing with people. • Must exclude personal biases from work performance. • Must have the ability to accept criticism and/or discipline. • Must exhibit tact and diplomacy. • Must strive to promote a cooperative atmosphere in the Department. • Ability to develop and maintain professional relationships. Professional Attitude • Must have commitment to the organization, willingness to take initiative, dependability, maturity in relationships with others, and self-confidence. • Must represent the organization with a courteous, helpful, accurate and business-like attitude. • Must be highly responsible, adaptable and flexible. • Ability to maintain confidentiality. • Must display and maintain a positive attitude and be team-oriented. Quality of Work • Must be able to produce high quality and accurate work. • Must be able to detect and correct errors. • Must be able to utilize work time properly and productively. • Must have the ability to maintain records in an accurate and accessible manner. Technical Knowledge • Must have knowledge of city business functions. • Must demonstrate an ability to understand and discern legislative, local, state, and federal regulations. • Must have working knowledge of computers and electronic data processing equipment. • Must have the ability to perform arithmetic computations accurately and quickly. • Ability to effectively communicate, both verbally and in writing. • Ability to organize and lead projects. • Strong organizational skills. • Ability to multitask and meet deadlines while providing accurate work products. • Comprehends the community, the incidence of crime, problems within the community, and understands law enforcement procedures and functions. WORK ENVIRONMENT • Will be required to do sustained physical work, in all types of weather, and in an office environment. • Will be required to attend off-stie training and meetings. • Work around mechanical, chemical, electrical hazards, and in wet/damp conditions. • Work in noisy environments. • Work around and in close proximity to moving objects and people. • Infectious diseases, needles, body fluids, blood borne pathogens. • Walk and run over uneven surfaces. • Will generally work Monday-Friday, daytime hours, but will also require working shifts consisting of days, evenings, and nights based on need. PHYSICAL REQUIREMENTS • Ability to stand, walk or sit for extended periods of time and perform physical movements such as twisting and turning at computer, files and while answering the phone. Page 20 of 422 • Ability to perform repetitive movements and use fine motor skills. • Ability to occasionally lift, move and/or carry files, deliveries and storage boxes. • Ability to read and discern visual images on a variety of media. • Ability to operate a personal computer and applicable software, to include: word processing, spreadsheet, and accounting programs, adding machine or calculator, fax, copier, and telephone. • Ability to sit for long periods of time. • Professionally acceptable competencies in vision, hearing, and sense of smell. • Ability to assist in caring and lifting a stretcher with a person. • Ability to walk long distances. • Ability to work effectively under stress/pressure and exhibits command presence. • Ability to sit and stand for long periods of time. • Ability to balance self while handling weighted equipment. • Ability to lift or carry equipment from floor to overhead. Minimum Qualifications • Associate’s Degree in Criminal Justice, Law Enforcement, or closely related field. • 2+ years of public facing and/or customer service experience. • Possession of, or ability to obtain, a valid Minnesota Driver’s License. Preferred Qualifications • 5+ years of public facing and/or customer service experience. • Experience working within a police department or criminal justice organization. • Coursework and/or certification in crime prevention. • Bachelor’s Degree or higher in Criminal Justice, Law Enforcement, or closely related field. Page 21 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 5.6 Subject: Approve Purchase and Installation for Replacement of Tornado Siren #2 Prepared By: Patrick Farrens, Fire Chief Recommended Council Action Approve the purchase of associated equipment and labor to replace warning siren #2. Overview / Background / Analysis The City’s outdoor warning siren # 2 has reached the end of its useful service life and is experiencing increasing maintenance issues and reliability concerns. This replacement cost was anticipated and budgeted in the 2026 budget creation process. Recent inspections and testing identified one of the two remaining belt-driven siren models (recommended for replacement by the maintenance company), rusted components, and a battery box, making continued operation unreliable during severe weather emergencies. The outdoor warning siren system is a critical component of the City’s emergency notification infrastructure, used to alert residents and visitors to tornadoes, severe weather events, and other emergencies requiring immediate public attention. The replacement tornado siren is necessary to maintain reliable emergency warning coverage for residents, businesses, schools, and visitors within the affected service area. Outdoor warning sirens remain an essential public safety tool, particularly during tornado events and fast-moving severe weather situations where immediate outdoor notification is required. Staff anticipates replacing Siren #3 in 2027 (belt-driven), and then, every other year, the next-oldest siren will be replaced, giving each siren a useful service life of just over 20 years. Staff Recommendation Approve the purchase of associated equipment and labor to replace warning siren #2. Financial Impact: $27,784.15 Source Fund: 100-420-2500-44070-0000 Budgeted? Yes Supporting Documentation A. Siren 2 Replacement Est. B. FWS Quote Siren 2 Page 22 of 422 Estimate Date Estimate # 4/16/2026 226229 21269 Jarvis Street NW Nowthen, MN 55330 PH: 763-241-4943 Name / Address City of Rogers 21201 Memorial Drive Rogers, MN 55374 Attention: Fire Chief Pat Farrens Project 26-410 Replace Siren #2 Description Install Cities FWS Weather Siren on existing pole. Remove old gear and dispose of. Does not include any work to new Ati Hennipen County radio. Ready Watt Electric will supply and or install batteries, electric material, electric permit, labor, boom truck, bucket truck, start up ect. Traffic control, woodpecker repair. Tree trimming done by City. Price does not include Power Co charges, snow removal, restoration, un-augarable soil conditions if any. If augured soil is not usable to tamp pole customer to supply. If there are any additional questions please call me. Rob Schiller 612-221-4983 Over 40 years of Civil Defense Siren experience, installation, maintenance, and consulting. We look forward to doing business with you. Rob Schiller 612-221-4983 Total $12,409.15 ACCEPTANCE OF PROPSAL (must be signed and returned for work to begin) NOTE: This propsal may be withdrawn by Ready Watt Electric if not accepted with in 15 days. The above prices, specifications and conditions are satisfactory and are herby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Signature _____________________________________ Page 23 of 422 Quotation Number : SYSQ19668 US : 2645 Federal Signal Drive, University Park, Illinois 60484 | Tel +1 800-548-7229 Date : 04/20/2026 Expiration Date : 07/20/2026 Quoted Company: To: Your Sales Rep: City of Rogers Dan Gossman Patrick Farrens 21201 Memorial Drive 701-885-4004 Federal Signal Manufacturer's Rogers, MN 55374 pfarrens@rogersmn.gov Phone 888-320-4827 danfws@aol.com Prepared By: Teague Cliff Central Region Sales Manager Phone +630-247-3835 tcliff@federalsignal.com Notes: Here is the quote you requested. Project Ref: DC Siren Terms Ship Via FOB N30 EQUIP. SHIP DATE. N30 INSTALL SIGNOFF Freight Quoted Origin Line Qty Part Number Description Unit Price Ext. Price 1 1 2001-130 ELECTRO-MECHANICAL ROTATING SIREN, 130 DB(C) 800HZ $9,750.00 $9,750.00 2 1 DCB DC Control/ Battery Cabinet/Charger/Two 48VDC Contractors/No Board $4,850.00 $4,850.00 or Receiver/Nema Aluminum Cabinets 3 1 FREIGHT Z1 FREIGHT ZONE 1 - US GROUND ONLY $775.00 $775.00 Lead Time: SubTotal $15,375.00 8 to 10 weeks Tax Total USD $15,375.00 Recurring Totals $0.00 This quotation is expressly subject to acceptance by Buyer of all terms stated on this and Federal Signal's terms of sale (available on request). Any exception to or modifications of such terms shall not be binding on Seller unless expressly accepted in writing by an authorized agent or office of Seller. Any order submitted to Seller on the basis set forth above, in whole or in part, shall constitute an acceptance by Buyer of Federal Signal's terms. Any such order shall be subject to acceptance by Seller in its discretion. Prices Subject To Change - Prices Based Upon Total Purchase - All Delivery, Training Or Consulting Services To Be Billed At Published Rates For Each Activity Involved. We Shall Not Be Liable For Any Loss Of Profits, Business, Goodwill, Data, Interruption Of Business, Nor For Incidental Or Consequential Merchantability Or Fitness Of Purpose, Damages Related To This Agreement. Quote Number SYSQ19668 PagePage 1 of 24 13 of 422Quote Approved By: Closing Notes: Taxes Prices do not include taxes. Buyer shall pay Seller, in addition to the price of the goods, any applicable excise, sales, use or other tax (however designated) imposed upon the sale, production, delivery or use of the Goods or Services ordered to the extent required or not forbidden by law to be collected by Seller from Buyer, whether or not so collected at the time of the sale, unless valid exemption certificates acceptable to the taxing authorities are furnished to Seller before the date of invoice. Cancellation Schedule - Material: -Percentages shown are of total order value with weeks representing number of weeks from receipt of official order: 10% after 2 weeks. 20% after 4 weeks. 40% after 6 weeks. 80% after 8 weeks. Cancellation Schedule - Services: -If any cancellation of scheduled service visit occurs, Federal Signal reserves the right to impose cancellation charges as follows: -Cancellation of visit within 7 days of mobilization - 50% of agreed upon labor and incurred expenses plus handling fee. -Cancellation of visit within 2 days of mobilization - 100% of agreed upon labor and incurred expenses plus handling fee. Delivery Schedule: -From receipt of official purchase order, delivery is based upon the agreed upon schedule. Production does not commence until receipt of approved drawings to Code B(approved with comments) Warranty/Guarantee: Please see Federal Signal Limited Warranty Terms and Conditions document (attached) Storage Charges: -0.5% storage charge per month on total amount of invoice applies if product is not pickup/shipped within two weeks after signed FAT. Quote Approved By: Date: This quotation is expressly subject to acceptance by Buyer of all terms stated on this and Federal Signal's terms of sale (available on request). Any exception to or modifications of such terms shall not be binding on Seller unless expressly accepted in writing by an authorized agent or office of Seller. Any order submitted to Seller on the basis set forth above, in whole or in part, shall constitute an acceptance by Buyer of Federal Signal's terms. Any such order shall be subject to acceptance by Seller in its discretion. Prices Subject To Change - Prices Based Upon Total Purchase - All Delivery, Training Or Consulting Services To Be Billed At Published Rates For Each Activity Involved. We Shall Not Be Liable For Any Loss Of Profits, Business, Goodwill, Data, Interruption Of Business, Nor For Incidental Or Consequential Merchantability Or Fitness Of Purpose, Damages Related To This Agreement. Quote Number SYSQ19668 PagePage 2 of 25 13 of 422272001-130 Frutiger Siren Light Features • 130 dB(C) output • Directional, rotating siren for maximum coverage • Three distinct warning signals • Full battery operation or battery back-up • Maintenance-free sealed bearing motors • Weather-resistant coating • Ideal for outdoor warning • 5-year limited warranty The Federal Signal 2001-130 public siren is a high power, rotating, uni-directional outdoor warning siren that offers an anechoic certified signal strength of 130 dB(C) +/- 1 dB(C) at 100-ft. The high-decibel output provides maximum coverage with minimum installation cost. Radio activation can further minimize installation costs by eliminating the need for leased dedicated control lines. The siren’s projector produces a 60-degree projection of sound which rotates at 3 RPM and can produce three distinct warning signals: steady, wail and fast wail. The 2001-130 siren will supply a minimum of 15 minutes of full power output from its batteries after AC power loss. The siren controls are available with battery operation, AC operation, and AC operation with battery back-up, one-way and two-way radio control, wired or wireless ethernet, satellite/cellular or landline. Ideally suited to provide warning for hazardous weather conditions, fires, floods, chemical spills and other types of emergencies, the 2001-130 siren is a perfect choice to protect any community. DATA SHEET 2645 Federal Signal Drive, University Park, IL 60484 708.534.4756 Fax: 708.534.4874 www.alertnotification.com PagePage 3 of 26 13 of 4222001-130 Siren Specifications Power Requirements* Ordering Information* Siren Motor 48V (DC or full wave rectified AC) 110A (nom.) Siren Motor Rotating electro-mechanical Siren 130 dB(C) +/- 1dB(C), Rotator Motor 48V (DC or full wave rectified AC) 1A (nom.) 48VDC, pole mount included 1 Wiring 2001AC AC operated motor control, 208 or 220/240VAC (specify voltage) NEMA 3R control cabinet, two 48VDC contactors Siren Motor 2 AWG and transformer/rectifier, 182 lbs. 53 kg Rotator Motor 12 AWG 2001DC1,2 120VAC motor control, NEMA 4 control cabinet, four Motor Type chargers, two 48VDC contactors and NEMA 3R battery Siren Series wound DC 6 Hp cabinet. 224 lbs. 102 kg Rotator Permanent magnet DC 1/8 Hp Landline Option Signal Information 2001HR Rotator holding relay for use with external timer Signal Frequency Range Sweep Rate * 2001-130 Siren requires a Federal Controller such as FC or DFCB Steady 790 Hz N.A. (See controller product literature) Wail 470-790 Hz 10 sec. 1 For use with Electro-mechanical sirens. Antenna and cable are not included with any radio activation control and must be purchased separately. Fast Wail 600-790 Hz 3.5 sec. (See your sales representative) Signal Duration 3min. std. (programmable) 2 Batteries not included. Signal Output (SPL) 130 dB(C) +/- 1 dB(C) at 100’ (30.5 m) 6400 feet Effective Range at 70dBC Rotation 3 RPM Dimensions SIREN, MODEL 2001-130 Height x Width x Depth 55" x 37" x 41" 140cm x 94cm x 10cm Weight Shipping Weight 450 lbs. (205 kg) Environmental ANTENNA (See your Operating Temperature -30ºC to +60ºC** FWS Representative * Power requirements refer to the power supplied by the batteries or optional AC for further information) operation through 2001TRB. FEDERAL ** The siren can operate throughout this temperature range provided that battery OPTIONAL AC CONTROLLER TRANSFORMER temperature is maintained at 18º C or higher. (See product literature AND DC RECTIFIER for controller information) SERVICE DISCONNECT BATTERY (Customer CABINET supplied if (4 Batteries) necessary) 2645 Federal Signal Drive, University Park, IL 60484 708.534.4756 Fax: 708.534.4874 www.alertnotification.com ©2011 Federal Signal Corporation. ANS300 l 411 PagePage 4 of 27 13 of 422 LIMITED WARRANTY POLICY Effective January 19, 2026 Federal Signal Corporation (“Federal Signal”), subject to the terms, conditions and exceptions contained herein, warrants each NEW product to be free from defects in material and workmanship, under normal and proper use, care, maintenance and required service only. Start of Warranty, Warranty periods and exceptions to the foregoing Limited Warranty are contained on the Schedule of Products included in this document and are subject to change at the sole discretion of Federal Signal. SPECIFIC EXCLUSIONS AND EXCEPTIONS This Limited Warranty does NOT apply nor is it extended to products that are not manufactured by Federal Signal. These products may be covered by a separate limited warranty provided by the particular manufacturer, and all claims and questions regarding the same are to be directed to the particular manufacturer. Goods sourced by Seller from a third party for resale to Buyer shall carry only the warranty extended by the original manufacturer. Domes, lenses, lamps, and batteries installed on Federal Signal products are specifically excluded. Repair or replacement of any product(s) or part(s) under this warranty does NOT extend the term of this warranty, and such product(s) or part(s) shall remain covered by the unexpired portion of the warranty period or for ninety (90) days from the date of return to Federal Signal, whichever is later. This limited warranty applies ONLY to the initial or first installation of the product. This limited warranty shall not apply to products (1) that have been subjected to neglect, abuse, misuse, improper installation, inadequate maintenance, or damage due to improper use of cleaning or cleaning materials or chemicals, or non-compliance with Federal Signal’s storage, installation, operation, maintenance or environmental requirements; (2) that have undergone any modification or repair not previously authorized by Federal Signal in writing, or service, repair or modification by or from any facility other than an authorized Federal Signal service center or technician, or that use non-authorized software or spare or replacement parts; or (3) that fail due to reasonable and normal use or wear and tear, or materials made, furnished, or specified by the Buyer or end user. During the specific warranty periods set forth below, Federal Signal will, at its sole option, repair or replace the product(s) or particular part(s) that are found to be defective in either material or workmanship or, in its sole discretion, refund the purchase price for such product(s) or part(s), which are returned or delivered, transport or shipping prepaid by the Buyer or end user, to either Federal Signal or its designated and authorized warranty service center. This limited warranty does not cover travel expenses, the cost of specialized equipment for gaining access to the product(s) or part(s), or labor charges for removal and re-installation of the product. No person or affiliated company representative is authorized to alter the terms of this warranty, to give any other warranties, to extend the term or duration of this warranty, or to assume any other liability on behalf of Federal Signal in connection with the sale, servicing, or repair of any product manufactured by the Federal Signal. Federal Signal reserves the right to make design changes and improvements in its products without imposing any obligation upon itself to change or improve previously manufactured products. The use in the product of any part other than parts approved by Federal Signal may invalidate this warranty. Federal Signal reserves the right to determine, in its sole discretion, if the use of non-approved parts invalidates this warranty. THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING, WITHOUT LIMITATION, WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, AND REGARDLESS OF ANY FAILURE OF ESSENTIAL PURPOSE. ALL OTHER WARRANTIES OF WHATSOEVER KIND AND NATURE, WHETHER EXISTING IN CONTRACT OR AT LAW, ARE HEREBY AND FOREVER DISCLAIMED. UNDER NO CIRCUMSTANCES WILL FEDERAL SIGNAL BE LIABLE OR RESPONSIBLE FOR SPECIAL, COMPENSATORY, INCIDENTAL, CONSEQUENTIAL OR PUNITIVE DAMAGES, LOST PROFITS, LOST SALES, OR LOSS OF USE OR LOSS OF BUSINESS OPPORTUNITY BY OR THROUGH THE USE OF THE PRODUCT. FEDERAL SIGNAL’S SOLE AND MAXIMUM LIABILITY WITH RESPECT TO THE PRODUCT, OTHER THAN ITS OBLIGATIONS SET FORTH ABOVE, SHALL BE THE TOTAL PURCHASE PRICE PAID FOR THE PRODUCT. 1 | Effective January 19, 2026 | M020 PagePage 5 of 28 13 of 422LIMITED WARRANTY — SCHEDULE OF PRODUCTS Federal Signal Corporation – Public Safety Systems Division (Police, Fire/EMS, Work Truck) Warranty Period for Parts replacement Warranty period for Factory from the date of manufacture Labor from the date of delivery stamped on the product to the first user-purchaser STANDARD WARRANTY COVERAGE AUDIBLE Speakers 2 years 1 year Pathway™ 5 years 5 years Pathfinder® 5 years 5 years LED PRODUCTS All LED (Light Emitting Diode) products unless otherwise noted 5 years 5 years MicroPulse® LED lights (shipped prior to January 1, 2021) 3 years 3 years MicroPulse® LED lights (shipped on or after January 1, 2021) 5 years 5 years 416300 Series (shipped prior to January 1, 2021) 3 years 3 years 416300 Series (shipped on or after January 1, 2021) 5 years 5 years MB1 LED Message Board 3 years 3 years Commander® Series Flex 3 years 3 years 4200S-A Perimeter Light 3 years 3 years 4200S/8200S SignalMaster™ 3 years 3 years SignalTech® Lights 3 years 3 years ICON™ Series 3 years 3 years Renegade LED 3 years 3 years Firebolt LED Class 3 3 years 3 years OTHER PRODUCTS 5-year warranty on LED components 5-year warranty on LED components Littlite® Map lights Limited lifetime warranty on mechanical Limited lifetime warranty on components mechanical components Reverse Camera Systems 2 years 2 years Stinger Spike Systems 5 years 5 years DFC Series Push Bumper 3 years 3 years FSLink® Programmer 1 year 1 year Atkinson Dynamics® Intercoms 2 years 1 year Switch Boxes SW200, SW300, SW400SS 3 years 3 years Mounting Bar 3 years 3 years Littlite Platform Series 3 years 3 years Convergence Network Controllers & Relay Modules 3 years 3 years FSDirect™ Control Module 5 years 5 years Backup Alarms 3 years 3 years Mounts, brackets, all other products not specifically listed below 3 years 3 years NOTE: Domes, lenses, lamps, and batteries are NOT covered under warranty. 2 | Effective January 19, 2026 | M020 PagePage 6 of 29 13 of 422LIMITED WARRANTY — SCHEDULE OF PRODUCTS Federal Signal Corporation – Systems Division PRODUCT* WARRANTY PERIOD FOR PARTS REPLACEMENT AND FACTORY PERFORMANCE LABOR** MECHANICAL SIRENS Mechanical Sirens 5 years parts and labor from date of delivery, return to factory for service ELECTRONIC SIRENS MOD Series 2 years parts and labor from date of delivery, return to factory for service DSA Series CONTROLLERS SS2000+ FC Series 2 years parts and labor from date of delivery, return to factory for service DC Series UltraVoice Series SPEAKERS Informers IP Speakers 1 year parts and labor from date of delivery, return to factory for service 100 W Speakers ECHO INTERCOMS ECHO Intercoms 5 years parts and labor from date of delivery, return to factory for service OEM PRODUCTS PC Equipment Field Devices Batteries UPS Systems Federal Signal utilizes the original manufacturer’s warranty PABX Systems Base Stations Solar Equipment PAGA 18 months from shipment or 12 months from commissioning system field acceptance whichever is sooner covering parts PAGA and labor, return to factory for service SOFTWARE Commander® For more information, click here to refer to the Commander End User License Agreement. CommanderOne® For more information, click here to refer to the CommanderOne End User License Agreement. Federal Signal offers extended warranties and software maintenance agreements – contact Federal Signal for further information. *Onsite services not included ** Domes, lenses, lamps and batteries installed on Federal Signal products are specifically excluded When Federal Signal has provided a turnkey installation including optimization and/or commissioning services, Federal Signal will provide onsite warranty service during the first 60-days after completion of the installation. 3 | Effective January 19, 2026 | M020 PagePage 7 of 30 13 of 422LIMITED WARRANTY — SCHEDULE OF PRODUCTS Federal Signal Corporation – Signaling Division PRODUCT TYPE WARRANTY PERIOD FOR PARTS REPAIR OR REPLACEMENT VISUAL SIGNALS Battery Powered Lights Incandescent Beacons LED Beacons 5 years parts and labor from date of delivery. Panel Mount Lights Return to factory for service. Status Indicators/Stack Lights Strobe Beacons AUDIBLE DEVICES Bells Horns Intercoms (excludes Atkinson Dynamics®) 5 years parts and labor from date of delivery. Sirens (Model A, L, eSiren) Return to factory for service. Sounders Speakers MISCELLANEOUS Amplifiers Audible/Visual Combination Signals Audible and Visual Accessories AudioMaster Products Audio Routers 5 years parts and labor from date of delivery. Extension Ringers Return to factory for service. Fire Alarms Initiating Devices Mounts and Brackets Power Supplies SelecTone® Tone Modules, Connector Kits, Controllers and Command Units ATKINSON® DYNAMICS Intercoms 2 years parts and labor from date of delivery. Return to factory for service. Speakers 4 | Effective January 19, 2026 | M020 PagePage 8 of 31 13 of 422 TERMS AND CONDITIONS OF SALE (Goods and Services) Effective 2-20-2026 1. DEFINITIONS. In these Terms and Conditions of Sale, “Seller” means Federal Signal Corporation, including any division or subsidiary of Federal Signal Corporation; “Buyer” means the person or entity that placed the order or on whose behalf the order is placed; “Goods” means the goods identified in Seller’s acknowledgment of Buyer’s order; “Services” means the services identified in Seller’s acknowledg- ment of Buyer’s order; “Contract” means the written agreement (which shall include these Terms and Conditions) between Buyer and Seller for the supply of the Goods and/or provision of Services; and “Contract Price” means the price payable to Seller by Buyer for the Goods and/or Services. 2. ORDERS; CONTRACT. All orders must be in writing. Buyer understands and agrees that any order, upon Acceptance by Seller, shall be subject to these Terms and Conditions of Sale. Seller objects to and shall not be bound by any additional or different terms, wheth- er printed or otherwise, in Buyer’s order or in any other communication from Buyer to Seller, or any trade usage or course of dealing between Buyer and Seller, unless expressly agreed to in writing by Seller in Seller’s acknowledgment of Buyer’s order. If the details of the Goods or Services described in Seller’s quotation differ from those set out in Seller’s acknowledgment, the latter shall apply. Seller reserves the right to make minor modifications and/or improvements to the Goods before delivery provided that the performance of the Goods is not adversely affected and that neither the Contract Price nor the delivery date is affected. 3. EFFECTIVE DATE; CANCELLATION. The Contract shall become effective only upon the date of acceptance of Buyer’s order by Seller’s written acknowledgment or upon Seller’s commencement of performance, whichever is first (“Acceptance”). Buyer may not cancel or change an order after Acceptance by Seller without the written consent of Seller. Notwithstanding the forgoing, Seller may, in its sole discretion, agree to a written request from Buyer for cancellation of an open order under the following conditions: Buyer shall be subject to cancellation charges equal to the greater of (i) 110% of the cost of work completed and/or custom materials purchased at the time the request is delivered, or (ii) a percentage of the canceled portion of the Contract calculated as follows: 10% - if cancelled more than 2 weeks from the Effective Date; 20% - if cancelled more than 4 weeks from the Effective Date; 40% - if cancelled more than 6 weeks from the Effective Date; 80% - if cancelled more than 8 weeks from the Effective Date. Cancellation Schedule - Services: If services are cancelled within 1 week of the scheduled mobilization date; 110% of unrecoverable out-of-pocket costs + 50% of sched- uled services will be charged. If services are cancelled within 2 days of the scheduled mobilization date; 110% of unrecoverable out-of-pocket costs + 100% of scheduled services will be charged. Notwithstanding anything to the contrary herein, any service and/or commissioning line items that remain open and unperformed for a period of twenty-four (24) months or more from the Effective Date or Issuance of Buyer’s Order, whichever is first shall be deemed automatically cancelled without further notice or action by either party. Upon such automatic cancellation, Buyer shall remain liable for all costs and charges incurred by Seller up to the date of cancellation, including but not limited to unrecoverable out-of-pocket costs, work completed, and custom materials purchased. 4. PRICE AND PAYMENT TERMS. Unless previously withdrawn, Seller’s quotation is open for acceptance within the period stated therein or, when no period is so stated, within thirty days after its date of issuance to Buyer. Prices are subject to increase by Seller based on Seller’s prices in effect at the time of shipment in all instances where the specified shipment date is more than 30 days from the date of the order from Buyer. Unless otherwise specified in the Contract or Seller’s applicable price list, prices are FOB Seller’s point of shipment, and the terms of payment are NET 30 days from the date of invoice. Amounts not paid when due shall bear interest for each day after the due date calculated at the annual rate of 18% or the highest rate permitted by law, whichever is less. Freight, packing and handling will be charged at Seller’s standard rates, which are available upon request by Buyer. If the Contract is for more than one unit of Goods, the Goods may be shipped in a single lot or in several lots at the discretion of Seller. In such event, each such shipment shall be paid separately and Buyer shall be responsible for all transportation charges. Seller may require full or partial payment or payment guarantee in advance of shipment whenever, in its opinion, the financial condition of Buyer so warrants. Payment by credit card may be subject to a service charge. If Buyer requires Seller to submit invoices through an electronic portal or other third-party invoicing platform, Buyer shall pay Seller a fee of $150.00 per order. 1 PagePage 9 of 32 13 of 4225. TITLE; RISK OF LOSS. Title to, ownership of, and risk of loss or damage to the Goods shall pass to the Buyer, and Buyer shall be responsi- ble for insurance of the Goods, upon delivery of the Goods to the carrier. Alternatively, if it is expressly stated in the Contract that Seller is to procure insurance for the Goods after delivery to the carrier, such insurance will be charged at the carrier’s standard rates. “FOB” and any other delivery term used in the Contract shall be defined in accordance with the latest version of Incoterms. Buyer shall have sole responsibility for processing and collection of any claim of loss against the carrier. 6. TAXES. Prices do not include taxes. Buyer shall pay Seller, in addition to the price of the goods, any applicable excise, sales, use or other tax (however designated) imposed upon the sale, production, delivery or use of the Goods or Services ordered to the extent required or not forbidden by law to be collected by Seller from Buyer, whether or not so collected at the time of the sale, unless valid exemption certificates acceptable to the taxing authorities are furnished to Seller before the date of invoice. 7. DELIVERY; FORCE MAJEURE. Unless otherwise stated in Seller’s quotation, all periods stated for delivery or completion run from the Effective Date and are to be treated as estimates only and are not guaranteed. If Seller is delayed in or prevented from performing any of its obligations under the Contract due to the acts or omissions of Buyer or its agents, the delivery/completion period and the Contract Price shall both be adjusted as necessary. If delivery is delayed due to any act or omission of Buyer, or if having been notified that the Goods are ready for shipment, Buyer fails to take delivery or provide adequate shipping instructions, Seller shall be entitled to place the Goods into storage at Buyer’s expense. Upon placing the Goods into storage, delivery shall be deemed to be complete, risk in the Goods shall pass to Buyer and Buyer shall pay Seller accordingly. The Contract (other than Buyer’s obligation to pay all sums due to Seller in ac- cordance with the Contract) shall be suspended, without liability, in the event and to the extent that its performance is prevented or de- layed due to any circumstance beyond the reasonable control of the party affected, including but not limited to: Act of God, war, armed conflict or terrorist attack, riot, fire, explosion, accident, flood, disease, health epidemic or pandemic, sabotage; governmental decisions or actions (including but not limited to prohibition of exports or re-exports or the failure to grant or the revocation of applicable export licenses), or labor trouble, strike, lockout or injunction. Seller shall have no obligation to deliver any hardware, software, services or tech- nology unless and until it has received any necessary licenses or authorizations or has qualified for general licenses or license exceptions under applicable import, export control and sanctions laws, regulations, orders and requirements, as they may be amended from time to time (including without limitation those of the United States, the European Union and the jurisdiction in which Seller is established or from which the items are supplied). If for any reason any such licenses, authorizations or approvals are denied or revoked, or if there is a change in any such applicable laws, regulations, orders or requirements that would prohibit Seller from fulfilling the Contract, or would in the reasonable judgment of Seller otherwise expose Seller to a risk of liability under applicable laws, regulations, orders or require- ments, Seller shall be relieved without liability of all obligations under the Contract. If either party is delayed or prevented from performance of its obligations by reason of this clause for more than 180 consecutive calen- dar days, either party may terminate the then unperformed portion of the Contract by notice in writing given to the other party, without liability provided that Buyer shall be obliged to pay the reasonable cost and expense of any work in progress and to pay for all Goods delivered and Services performed as at the date of termination. Seller may deliver by installments, and each delivery shall constitute a separate Contract. Failure by Seller to deliver any one or more of the installments in accordance with their terms shall not entitle Buyer to terminate the whole Contract or treat it as repudiated. 8. INSPECTION. Buyer shall inspect the goods immediately upon the receipt thereof. All claims for shortfalls in quantity or for incorrect delivery or for any alleged defect in Seller’s performance under this Contract, capable of discovery upon reasonable inspection, must be fully set forth in writing and received by Seller within five days of Buyer’s receipt of the Goods. Failure to make any such claim within said period shall constitute a waiver of such claim and an irrevocable acceptance of the Goods by Buyer. 9. DEDUCTIONS AND RETURNS. Buyer must contact the factory before returning any merchandise. Goods in new, unused and undamaged condition that are resalable as new products without modification or repackaging may be returned to Seller for credit only upon the Seller’s prior written consent (such consent to be in the sole discretion of Seller) and upon terms specified by Seller, including prevailing restocking, freight, and handling charges. A Return Material Authorization (RMA) must be obtained before returning merchandise for credit. All returns are subject to inspection of merchandise and any defects in the units will be charged back to the Buyer at the cost of parts and labor. Credit deductions will not be honored unless covered by an RMA. Buyer assumes all risk of loss for such returned goods until actual receipt thereof by Seller. Agents of Seller are not authorized to accept returned goods or to grant allowances or adjustments with respect to Buyer’s account. 2 PagePage 10 of 33 13 of 42210. LIMITED WARRANTY. NOTICE: IF ANY GOODS, INCLUDING ANY COMPONENT PART OF ANY GOODS, OR SERVICES SOLD BY SELLER ARE ACCOMPANIED BY A SEPARATE MANUFACTURER’S WARRANTY COVERING SUCH GOODS OR SERVICES, THE TERMS OF SUCH WARRANTY, INCLUDING ALL LIMITATIONS OF SUCH WARRANTY, SHALL GOVERN THOSE GOODS OR SERVICES, AND ANY WARRANTY OF SELLER OTHERWISE APPLICABLE TO SUCH GOODS OR SERVICES SHALL NOT APPLY. A. Goods. Subject to the foregoing, Seller’s limited warranty for any new Goods which are the subject of any Seller’s acknowledg- ment of Buyer’s order may be found at www.fedsig.com/SSG-Warranty, or maybe obtained by writing to Federal Signal Corpora- tion, 2645 Federal Signal Drive, University Park, IL 60484; by email to info@federalsignal.com; or by calling 708/534-3400. B. Services Seller warrants that Services provided by Seller will be performed with all reasonable skill, care and diligence and in accordance with standard industry practice. Seller will correct defects in Services provided by Seller and reported to Seller within ninety days after completion of such Services. Services corrected in accordance with this Section shall be subject to the foregoing warranty for an additional ninety days from the date of completion of correction of such Services. 11. REMEDIES AND LIMITATIONS OF LIABILITY. The remedies contained the preceding paragraph constitute the sole recourse against Seller for breach of any of Seller’s obligations under the Contract, whether of warranty or otherwise. In no event shall Seller be liable for con- sequential damages nor shall Seller’s liability on any claim for any direct, incidental, consequential or special damages arising out of or connected with the Contract or the manufacture, sale, delivery or use of the Goods or Services exceed the purchase price of the Goods or Services. The term “consequential damages” shall include, but not be limited to, loss of anticipated profits, business interruption, loss of use, revenue, reputation and data, costs incurred, including without limitation, for capital, fuel, power and loss or damage to prop- erty or equipment. It is expressly understood that any technical advice furnished by Seller with respect to the use of the Goods is given without charge, and Seller assumes no obligation or liability for the advice given, or results obtained, all such advice being given and accepted at Buyer’s risk. 12. LIMITED INDEMNITY AGAINST INFRINGEMENT. Seller shall, at its own expense, defend any litigation resulting from sale of the Goods to the extent that such litigation alleges that the Goods or any part thereof infringes any United States patent, copyright, or trademark, provided that such claim does not arise from the use of the Goods in combination with equipment or devices not made by Seller or from modification of the Goods, and further provided that Buyer notifies Seller immediately upon its obtaining notice of such impending claim and cooperates fully with Seller in preparing a defense. If Buyer provides to Seller the authority, assistance, and information Seller needs to defend or settle such claim, Seller shall pay any final award of damages in such suit and any expense Buyer incurs at Seller’s written request, but Seller shall not be liable for a settlement made without its prior written consent. If the Goods are held to be infringing and the use thereof is enjoined, Seller shall, at its option, either (i) procure for the Buyer the right to use the Goods, (ii) replace the Goods with others which do not constitute infringement, or (iii) remove the infringing Goods and refund the payment(s) made therefor by Buyer. The foregoing states the Buyer’s sole remedy for, and Seller’s entire liability and responsibility for, infringement of any patent, trademark, or copyright relating to the Goods provided hereunder. THIS LIMITED INDEMNITY IS IN LIEU OF ANY OTHER STATUTORY OR IMPLIED WARRANTY AGAINST INFRINGEMENT. 13. INTELLECTUAL PROPERTY RIGHTS. All drawings, data, designs, tooling, equipment, procedures, engineering changes, inventions, trade secrets, copyrights, mask works, source code, object code, patents, patent applications, know-how, computer and/or product software and all parts thereof, trademarks and all other information, technical or otherwise which was developed, made or supplied by or for Seller in the production of any Goods or Services sold hereunder will be and remain the sole property of Seller (or its licensors, if any). Buyer agrees not to reverse engineer any Goods purchased hereunder. 14. EXPORT REGULATIONS. Buyer agrees to comply fully with all laws and regulations concerning the export of goods from the United States, including, but not limited to Export Administration Rules (“EAR”), regulations of the Office of Foreign Asset Control (“OFAC”), International Traffic in Arms Regulations (“ITAR”), as well as Denial Order and Entry lists under EAR and Specially Designated Nationals and Blocked Persons list under OFAC regulations. 15. INSTALLATION. In those circumstances where Seller has agreed to install Goods for Buyer, the following provisions shall control: A. Responsibility. Installation shall be by Buyer unless otherwise specifically agreed to in writing by Seller. B. Receiving Product and Staging Location. Buyer is responsible to receive, store and protect all Goods intended for installation pur- poses, including, but not exclusively, siren equipment, poles, batteries, and installation materials. Materials received in cardboard containers must be protected from all forms of precipitation. Additionally, Buyer is to provide a staging area of an appropriate size for installation contractors to work from and to store equipment overnight. 3 PagePage 11 of 34 13 of 422 C. Installation Methods & Materials. Installation is based on methods and specifications intended to meet applicable safety and installation codes and regulations. Design changes required by Buyer may result in additional charges. D. Radio Frequency Interference. Seller is not responsible for RF transmission and reception affected by system interference beyond its control. E. Installation Site Approval. Buyer must provide signed documentation to Seller, such as the “WARNING SITE SURVEY FORM” or a document with the equivalent information, that Seller is authorized to commence installation at the site designated by Buyer be- fore Seller will commence installation. Once installation has started at an approved site, Buyer is responsible for all additional costs incurred by Seller for redeployment of resources if the work is stopped by Buyer or its agents, property owners, or as the result of any governmental authority or court order, or if it is determined that installation is not possible at the intended location, or the site is changed for any reason by the Buyer. F. AC Power Hookup. Buyer is responsible to coordinate and pay for all costs to bring proper AC power to the electrical service dis- connect installed adjacent to the controller cabinet, unless these services are quoted by Seller. G. Permits & Easements. Seller will obtain and pay for electrical and right-of-way work permits as necessary for installations. Buyer is responsible for obtaining and payment of all other required easements, permits, or other fees required for installation, unless specifically quoted. H. Soil Conditions Clause. In the event of poor site conditions including, but not limited to rock, cave-ins, high water levels, or inability of soil to provide stable installation to meet specifications, Seller will direct installation contractors to attempt pole installation for a maximum of 2 hours. Buyer approval will be sought when pole installation exceeds 2 hours and abandoned if Seller cannot obtain approval in a timely manner. I. Contaminated Sites. Seller is not responsible for cleanup and restoration of any installation sites or installer equipment where contaminated soil is encountered. Seller will not knowingly approve installation at any site containing contaminates. Buyer must inform Seller when known or suspected soil contaminates exist at any intended installation site. J. Site Cleanup. Basic installation site cleanup includes installation debris removal, general site cleanup, and general leveling of affected soil within 30’ of the pole. Additional site restoration quotes are available. K. Waste Disposal. Buyer is responsible for providing disposal of all packing materials including shipping skids and containers. L. Work Hours. All installation quotes are based on the ability to work outdoors during daylight hours and indoors from 7 AM to 7 PM Monday through Saturday. Work restrictions or limitations imposed by Buyer or its agents may result in additional charges being assessed to Buyer for services. M. Project Reporting. Installation & Service Progress Reports will be provided on a regular basis, normally every week during active installation, unless pre-arranged otherwise by mutual agreement. N. Safety Requirements & Compliance. Seller requires that all subcontractors and their employees follow applicable laws and regula- tions pertaining to all work performed, equipment utilized and personal protective gear common to electrical and construction site work performed in the installation of Seller equipment. Additional safety compliance requirements by Buyer may result in addition- al charges assessed to Buyer for the time and expenses required to comply with the additional requirements. 16. ASSIGNMENT AND SUBCONTRACTING. Seller may assign its rights and obligations by giving Buyer written notice thereof but without being obligated to obtain Buyer’s consent prior thereto. In the event of an assignment, Seller shall be discharged of any liability pursuant to those purchase orders which have been assigned or delegated. Customer may not assign its rights nor delegate its obligations under any or all of its purchase orders unless Seller’s written consent is obtained prior thereto and any such assignment or delegation without such consent shall be void. 4 PagePage 12 of 35 13 of 42217. DEFAULT, INSOLVENCY AND CANCELLATION. Seller shall be entitled, without prejudice to any other rights it may have, to cancel the Contract immediately, in whole or in part, by notice in writing to Buyer, if (a) Buyer is in default of any of its obligations under the Contract and fails, within 20 (twenty) days of the date of Seller’s notification in writing of the existence of the default, either to rectify such default if it is reasonably capable of being rectified within such period or, if the default is not reasonably capable of being recti- fied within such period, to take and diligently continue action to remedy the default or (b) on the occurrence of an Insolvency Event in relation to Buyer. “Insolvency Event” in relation to Buyer means any of the following: (i) a meeting of creditors of Buyer being held or an arrangement or composition with or for the benefit of its creditors being proposed by or in relation to Buyer; (ii) a receiver, administrator or similar person taking possession of or being appointed over or any distress, execution or other process being levied or enforced (and not being discharged within seven days) on the whole or a material part of the assets of Buyer; (iii) Buyer ceasing to carry on business or being unable to pay its debts; (iv) Buyer or its equity holders or the holder of a qualifying floating charge giving notice of their intention to appoint, or making an application to the court for the appointment of, an administrator; (v) a petition being presented (and not being discharged within 30 days) or a resolution being passed or an order being made for the administration or the winding-up, bankruptcy or dissolution of Buyer; or (vi) the happening in relation to Buyer of an event analogous to any of the above in any jurisdiction in which it is incorporated or resident or in which it carries on business or has assets. Seller shall be entitled to recover from Buyer or Buyer’s representative all costs and damages incurred by Seller as a result of such default or cancellation, including all costs of collection and a reasonable allowance for overheads and profit (including but not limited to loss of prospective profits and overheads). 18. SEVERABILITY. If any term, clause or provision contained in the sales contract is declared or held invalid by a court of competent jurisdic- tion, such declaration or holding shall not affect the validity of any other term, clause or provision herein contained. 19. NO WAIVER. No waiver by either party with respect to any breach or default or of any right or remedy and no course of dealing or per- formance, shall be deemed to constitute a continuing waiver of any other breach or default or of any other right or remedy, unless such waiver be expressed in writing and signed by the party to be bound. 20. NOTICES. All notices and claims in connection with the Contract must be in writing. 21. INTEGRATION. These terms and conditions supersede all other communications, negotiations and prior oral or written statements regarding the subject matter of these terms and conditions. 22. GOVERNING LAW AND LIMITATIONS. The formation and performance of the sales contract shall be governed by the laws of the State of Illinois. Venue for any proceeding initiated as the result of any dispute between the parties that arises under this Agreement shall be either the state or federal courts in Cook or DuPage County, Illinois. Whenever a term defined by the Uniform Commercial Code as adopted in Illinois is used in these standard terms, the definition contained in said Uniform Commercial Code is to control. Any action by the Buyer for breach of the sales contract or any covenant or warranty contained herein must be commenced within one year after the cause of action accrued. 23. U.N. CONVENTION. Pursuant to Article 6 of the United Nations Convention on Contracts for the International Sale of Goods (the “UN Convention”), the Parties agree that the UN Convention shall not apply to this Agreement. 5 PagePage 13 of 36 13 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 5.7 Subject: Approve Changes to Paid-on-Call Firefighter Job Description Prepared By: Patrick Farrens, Fire Chief Recommended Council Action Approve change to paid-on-call firefighter job description. Overview / Background / Analysis Over the past two years of hiring, more and more individuals in High School have been applying and, in some cases, attending EMT or Firefighter training through the school district. This presents a unique opportunity for the RFD to potentially hire community members, and help prepare them for future employment and hopefully long careers with the Rogers Fire Department. Applicants would still be required to meet all other minimum requirements as listed in the job description to include being 18 years of age at time of hire. Changing this gives applicants six months from hire date to have either a GED or H.S. Diploma. Staff Recommendation Approve change to paid-on-call firefighter job description. Financial Impact: N/A Source Fund: N/A Budgeted? N/A Supporting Documentation A. RFD Paid-on-Call Firefighter Job Description 2026 Page 37 of 422 JOB DESCRIPTION Position Title: Paid-on-Call Firefighter Department: Fire Accountable to: Fire Chief and Station Officers Positions Supervised: None Position Summary: Protects life and property by performing firefighting, emergency medical services, rescue, hazardous materials, and fire prevention duties. Participates in training and maintenance activities and provides public fire and safety education training. SUPERVISION RECEIVED AND EXERCISED Work is performed independently and under the direction of fire department officers. Essential Functions: • Responds to emergency incidents within their assigned district, meeting minimum participation requirements. • Participates in fire prevention and safety education activities as assigned. • Participates in departmental and other required training activities and meets minimum participation and competency verification requirements as required by the RFD handbook. • Participates in station and apparatus maintenance activities as assigned. MARGINAL FUNCTIONS 1. Performs other related duties as apparent or assigned. Knowledge, Skills, and Abilities: Communications: Must be able to quickly and accurately gather pertinent information and be able to communicate this information professionally and precisely to the proper recipient. Decision Making: Must act in a decisive manner using good judgment. Must be able to effectively interpret the policies and objectives of the department. Interpersonal Relationships: Must be consistent in dealing with people, must be sensitive to others' problems and concerns without direct involvement, must exclude personal biases from work performance, must have the ability to accept criticism and/or discipline, must have tact and diplomacy, must strive to promote a cooperative atmosphere in the department. Professional Attitude: Must have a commitment to the organization, willingness to take initiative, dependability, maturity, and self-confidence. Must represent the organization to other agencies, Page 38 of 422 staff, and citizens with a courteous, helpful, accurate, and business-like attitude in all contact. Must establish and maintain successful working relationships with those contacted during work. Quality of Work: Demonstrates by personal example the highest standard of conduct and performance. Technical Knowledge: Must have knowledge of modern fire suppression techniques, fire prevention, and emergency medical services principles, procedures, and equipment. Must have the ability to communicate verbally and in writing effectively. Physical Abilities, Tools and Equipment Used: Must have knowledge of fire service tools and equipment. Requires good physical and sensory skills for exposure to potentially hazardous conditions at fires, accidents and on-site inspections. Must frequently lift and/or move up to 10 pounds and occasionally lift and/or move more than 100 pounds. Must be physically capable of completing the firefighter physical ability test on an ongoing basis. Any combination of experience that would likely provide the required knowledge is qualifying. A typical way to obtain the knowledge and abilities would be: Minimum Requirements: • Graduation from high school or GED equivalent (within six months of hire date) • Possess a valid State driver's license; no felony convictions or disqualifying criminal history within the past ten years; U.S. citizen. • This position requires responding after hours, on weekends, and on holidays. • Must be eighteen (18) years old or older at the time of hire and meet the RFD residence requirements set in the RFD handbook. • Ability to read and write in the English language. Certification or License: A. Within two years, complete and pass the following: • Certification as a Firefighter I and II • Certification in Hazardous Material Operations or higher, meeting NFPA #472 • First responder or higher certification meeting Minnesota EMS Regulatory Board standards • Certification as a Fire Apparatus Operator meeting NFPA #1002 standards • Completion of assigned fire academy and orientation workbook • National Incident Management System: o IS-100: Introduction to the Incident Command System (ICS) o IS-200: ICS for Single Resources and Initial Action Incidents o IS-700: Introduction to the National Incident Management System o IS-800: National Response Framework, An Introduction • Completion of departmental onboarding handbook Preferred Certifications: • Advanced certification in firefighting, rescue, response to hazardous materials incidents, or emergency medical care. • Associates Degree WORKING CONDITIONS Page 39 of 422 Environmental Conditions: The position will require indoor office work, indoor and outdoor supervision of maintenance and training, and indoor and outdoor response to emergency incidents. Environmental conditions in response to emergencies will have varying climate conditions. The individual may be required to work after appropriate training and with proper equipment in environments that are immediately dangerous to life and health. • The work environment described here represents those a firefighter may encounter while performing the job's essential functions. • While wearing personal protective equipment, which weighs approximately twenty-five pounds, and self-contained breathing apparatus (SCBA), which weighs approximately twenty-five pounds, the firefighter may work in areas that may or may not be protected from the weather. • The firefighter may work in extreme cold or high temperatures, which may cause marked bodily discomfort or reactions. The firefighter may encounter wet conditions and high humidity as well. • The firefighter may have to perform rescue and/or lifesaving duties in and around static and moving water where the water depth may be greater than the height of the firefighter. • The firefighter may have to perform emergency response functions in confined spaces. • The firefighter may work in environments immediately dangerous to life and health. • The environment may include smoke or other toxic conditions, and the firefighter may be exposed to various physical hazards, including unsound structures, moving mechanical and electrical equipment, and working in elevated areas. The firefighter is at risk of exposure to high temperatures, low temperatures, radiant energy, toxic chemicals, radioactive materials, biological agents, and explosives. • Frequently encounters noise and/or vibration exceeding 80 decibels (constant or intermittent). Physical Conditions: (not an all-inclusive list, but the following are the minimum abilities required to maintain employment as a member of the RFD) 1. Lifting/Carrying: • Ground to Waist Level- 100 pounds. - Dragging/removing fire victims. - Advancing hose lines at fires. - Carrying fans, rescue tools, and foam containers. • Waist to Shoulder Level- 50 pounds. - Opening and closing hydrant valves. - Making hose connections. - Lifting/carrying ladders, hose bundles, and other equipment. • Above Shoulders- 35 pounds. - Placing ladders against buildings. Page 40 of 422 - Pulling ladder halyard to extend ladders. - Using an axe and other equipment to ventilate a structure during a fire. - Lifting equipment onto fire apparatus. 2. Firm Grasp: • Carrying items of substantial weight, i.e., fans, rescue equip., foam containers. - Using axes or sledgehammers. - Using hydrant wrenches. - Dragging victims or hose lines. - Pulling ladder rope halyards or using rope to lift objects. 3. Simple Grasp: • Carrying items, i.e. ladders, hose bundles, hose rolls, and various equipment. 4. Reaching, Bending, Twisting: • Picking up and carrying ladders, hoses, and other fire and rescue equipment. • Raising ladders against a structure. • Opening hydrants. • Connecting hose lines. • Using axes, sledgehammers, and rescue tools. • Must be capable of reaching and extending the hands and/or arms in any direction. 5. Climbing and/or Balancing: • Ascending or descending ladders, stairs, scaffolds, and ramps, using feet and legs and/or hands and arms. • Must be able to balance and have the ability to steady oneself and keep from falling when walking, standing, crouching, or crawling on narrow, slippery, or erratically moving surfaces. • Must be capable of applying a leg lock with either leg upon a ground ladder to provide a safe anchor when operating hose lines or performing rescue work. 6. Crawling, Kneeling, Squatting: • Advancing hose lines in fire situations. • Searching for and removing fire victims. • Picking up and moving ladders, hoses, and other fire and rescue equipment from the ground. 7. Vision: • Normal vision, with or without correction, requires both near and far acuity, depth perception, field of vision, and focusing. Must be able to distinguish colors. 8. Hearing: • Normal hearing is needed; firefighters must be able to discriminate among similar sounds in environments with significant background noise. 9. Speech: • Must be able to communicate effectively to others in stressful conditions and while wearing a self-contained breathing apparatus (SCBA). Page 41 of 422 10. Touching, Feeling, and Using Fingers: • Must be able to discriminate differences in items by feeling and manipulating items such as SCBA valves, apparatus controls, alarm panel controls, nozzle controls, and tie knots in ropes. Must be able to determine the difference between hot and cold. Page 42 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 5.8 Subject: Approve Grant Application for Replacement SCBA and Related Equipment Prepared By: Patrick Farrens, Fire Chief Recommended Council Action Authorize Chief Farrens to work with a grant writer to apply for the 2026 FEMA Assistance to Firefighter Grant for Replacement SCBA Equipment Overview / Background / Analysis The Fire Department’s current SCBA equipment is approaching the end of its recommended service life and replacement cycle under applicable National Fire Protection Association (NFPA) standards and manufacturer recommendations. SCBA equipment is critical life-safety equipment used by firefighters operating in Immediately Dangerous to Life and Health (IDLH) environments during fire suppression, rescue, hazardous materials incidents, and other emergency operations. The FEMA Assistance to Firefighters Grant (AFG) program was established to help fire departments obtain critically needed equipment and improve firefighter safety and operational effectiveness. FEMA identifies firefighter health and safety as one of the highest national funding priorities within the AFG program. Replacement of obsolete or aging SCBA equipment is consistently one of the most competitive and frequently funded project categories nationally. The department’s SCBA equipment is nearing or exceeding the recognized 15-year replacement benchmark commonly associated with SCBA cylinders and lifecycle management practices. NFPA 1852, Standard on Selection, Care, and Maintenance of Open-Circuit Self-Contained Breathing Apparatus, establishes requirements for the care, maintenance, inspection, retirement, and replacement of SCBA equipment used by emergency responders operating in hazardous environments. In addition, Composite SCBA cylinders generally carry a maximum service life of 15 years from date of manufacture under U.S. Department of Transportation (DOT) requirements and manufacturer certifications. Cylinders require hydrostatic testing every five years during their service life. Aging SCBA systems become increasingly difficult and expensive to maintain due to parts availability, discontinued manufacturer support, software limitations, and evolving NFPA compliance standards. One of the primary advantages of using the FEMA AFG program is the ability to significantly reduce the local financial burden of replacing costly life-safety equipment. Under current FEMA AFG guidelines, communities serving populations between 20,000 and 1 million residents are generally required to provide a 10% local cost share, while Page 43 of 422communities serving fewer than 20,000 residents are generally required to provide only a 5% local cost share. Without grant funding, the full replacement cost would otherwise need to be funded through local levy dollars, capital borrowing, or future tax increases. Successfully obtaining AFG funding would reduce the direct impact on local taxpayers, preserve capital improvement and equipment replacement reserves, reduce pressure on future levy increases, allow the City to leverage federal funding for critical firefighter safety equipment, and improve long-term budget stability for public safety operations. Grant awards are not guaranteed, and the application process is extremely competitive nationwide. Thousands of departments apply annually for this funding, and award rates range from 15 - 25% of applicants, according to the FEMA website. Departments that clearly demonstrate operational need, safety deficiencies, financial impact, and alignment with FEMA funding priorities are generally more competitive in the selection process. Projects are evaluated using a peer-review scoring process that heavily emphasizes a demonstrated firefighter safety impact, age and condition of existing equipment, compliance with NFPA standards, financial need, call volume and operational risk, regional or community impact, and overall quality and completeness of the application narrative. Due to the highly competitive nature of the AFG program, staff recommends partnering with a professional grant writing firm experienced specifically in FEMA fire service grants. Professional grant consultants specializing in AFG programs maintain familiarity with FEMA priorities, scoring trends, and successful application strategies that can significantly strengthen the City’s competitiveness during the National Review process. While the use of a consultant does not guarantee award selection, many departments utilize experienced grant writers to improve overall application quality and maximize the likelihood of funding success. Benefits of utilizing a grant writing consultant include, development of a stronger and more competitive narrative aligned with FEMA scoring criteria, assistance with technical compliance requirements and documentation, identification of project elements most likely to receive funding consideration; improved articulation of operational risk, financial need, and firefighter safety impacts; assistance with budget development and FEMA procurement requirements; reduction in administrative workload placed on department staff; and increased likelihood of submitting a complete, compliant, and highly competitive application. Throughout much of the past year, FEMA and related federal grant programs experienced operational delays and uncertainty regarding program availability and application timelines. As a result, it remained unclear whether the AFG application portal would open during the current funding cycle and, if so, when applications would be accepted. Given this uncertainty, Chief Farrens proactively explored alternative and creative purchasing strategies to ensure the City of Rogers and its residents received the greatest possible value should immediate replacement become necessary. As part of these efforts, the department coordinated with neighboring fire departments to participate in a regional cooperative purchasing opportunity. Through this collaborative process, Chief Farrens secured competitive pricing from multiple vendors, resulting in significant cost-saving opportunities for the City. Under the currently recommended Page 44 of 422vendor proposal, the cooperative purchasing arrangement provides a reduction of more than 7% in the cost per SCBA unit, a buy-one-get-one-free cylinder offer, reduced pricing on associated SCBA components and accessories, and additional cost efficiencies through regional volume purchasing. The current pricing proposal is valid through May 31. Should the Council determine that it is in the City’s best interest to proceed with a direct purchase rather than await the outcome of the FEMA grant cycle, staff believes the City is well-positioned to secure exceptionally favorable pricing through this cooperative effort. If the City does not move forward with the purchase during the current pricing window, the department anticipates replacement costs could increase approximately 12% to 15% above the current quoted amount of approximately $430,000. These projected increases are attributable to the loss of cooperative purchasing discounts, expiration of the buy-one-get-one cylinder promotion, anticipated manufacturer price increases, and potential future supply chain and equipment cost escalation. The neighboring departments participating in the cooperative purchasing process would not experience any negative impacts if Rogers chooses not to proceed with the purchase this year. However, due to the extended timelines for FEMA application review and award processes, combined with the department's current age and condition of its SCBA equipment, staff do not believe the department can reasonably defer replacement beyond the current grant cycle. If the City is unsuccessful in receiving FEMA funding during the 2026 application period, the department may not be able to safely or operationally delay replacement long enough to pursue a second application opportunity in 2027. Replacement of the department’s SCBA equipment is an important firefighter safety initiative necessary to maintain reliable respiratory protection equipment that complies with current standards and operational expectations. Authorization to pursue the 2026 FEMA Assistance to Firefighters Grant program represents a fiscally responsible opportunity to seek substantial federal funding assistance while minimizing the financial impact on local taxpayers. Despite being unable to know if grant funding will be secured, staff and the Public Safety Task Force (Brockman, Eiden) recommend approval authorizing the Fire Chief to proceed with submission of the FEMA AFG application and associated grant preparation activities. Staff Recommendation Approve authorization for the Fire Chief to submit an application to the 2026 Federal Emergency Management Agency (FEMA) Assistance to Firefighters Grant (AFG) Program for the replacement of the department’s Self-Contained Breathing Apparatus (SCBA), cylinders, facepieces, and associated equipment, and authorize the required local matching funds should the grant be awarded. Financial Impact: Unknown Source Fund: Fund 400 Page 45 of 422Budgeted? Yes Supporting Documentation None Page 46 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 5.9 Subject: Approve the Purchase of Building Official Vehicle Prepared By: Patrick Farrens, Fire Chief Recommended Council Action Move to approve early purchase of building official vehicle, moving up CEP from 2027 to 2026. Overview / Background / Analysis Staff is requesting approval to advance the scheduled replacement/purchase of the Building Official vehicle by one fiscal year due to increased operational demands, escalating maintenance costs, and staffing changes within the department. The department recently added an intern position to support inspection workloads and improve response times for residents, contractors, and development projects. This staffing increase has significantly expanded the daily field inspection schedule, resulting in better service to residents and permit holders, while increasing overall vehicle usage beyond prior projections. As a result, the current fleet allocation is no longer sufficient to support operational needs. In addition, the existing inspection vehicles are experiencing continual maintenance issues, resulting in increased repair expenditures, downtime, and reduced reliability. These recurring maintenance needs have created scheduling disruptions and decreased efficiency for inspection staff performing required field duties throughout the community. Due to limited fleet availability and concerns about vehicle reliability, staff members have at times been required to use their personal vehicles to complete inspections and other official duties. This practice is not sustainable for long-term operations and raises concerns about liability at active job sites, employee reimbursement costs, and consistency in service delivery. The pickup will be purchased off a state bid and is available for immediate delivery. Staff Recommendation Approve early purchase of building official vehicle, moving up CEP from 2027 to 2026. Financial Impact: NTE 2026 CEP Request Source Fund: 400 Budgeted? Yes Supporting Documentation A. Rogers Fire 2026 LT Crew Page 47 of 422 NORTH COUNTRY GM BOB OHARA | 218-349-8955 | rwohara01@aol.com ROGERS FIRE DEPT Prepared For: PAT FARRENS Vehicle: [Retail] 2026 Chevrolet Silverado 1500 (CK10543) 4WD Crew Cab 147" LT w/1LT Page 48 of 422 NORTH COUNTRY GM BOB OHARA | 218-349-8955 | rwohara01@aol.com Vehicle: [Retail] 2026 Chevrolet Silverado 1500 (CK10543) 4WD Crew Cab 147" LT w/1LT ( Complete ) Quote Worksheet MSRP Base Price $53,700.00 Dest Charge $2,795.00 Total Options $3,425.00 Subtotal $59,920.00 BID ASSIST ($5,900.00) $0.00 Subtotal Pre-Tax Adjustments ($5,900.00) Less Customer Discount ($5,090.00) Subtotal Discount ($5,090.00) Trade-In $0.00 Subtotal Trade-In $0.00 Taxable Price $48,930.00 Sales Tax $0.00 Subtotal Taxes $0.00 Subtotal Post-Tax Adjustments $0.00 Total Sales Price $48,930.00 Dealer Signature / Date Customer Signature / Date Selected Model and Options MODEL CODE MODEL MSRP CK10543 2026 Chevrolet Silverado 1500 4WD Crew Cab 147" LT w/1LT $53,700.00 COLORS CODE DESCRIPTION GBA Black This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 28485. Data Updated: May 15, 2026 1:57:00 AM UTC. May 15, 2026 Page 2 Page 49 of 422 NORTH COUNTRY GM BOB OHARA | 218-349-8955 | rwohara01@aol.com Vehicle: [Retail] 2026 Chevrolet Silverado 1500 (CK10543) 4WD Crew Cab 147" LT w/1LT ( Complete ) EMISSIONS CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT NE1 Emissions, Colorado, Connecticut, Delaware, Maine, Maryland, 0.00 lbs 0.00 lbs $0.00 Massachusetts, Minnesota, Nevada, New Jersey, New Mexico, New York, Oregon, Pennsylvania, Rhode Island, Vermont and Washington state requirements ENGINE CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT L84 Engine, 5.3L EcoTec3 V8 (355 hp [265 kW] @ 5600 rpm, 383 lb-ft 0.00 lbs 0.00 lbs $1,595.00 of torque [518 Nm] @ 4100 rpm); featuring available Dynamic Fuel Management that enables the engine to operate in 17 different patterns between 2 and 8 cylinders, depending on demand, to optimize power delivery and efficiency TRANSMISSION CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT MHT Transmission, 10-speed automatic, electronically controlled with 0.00 lbs 0.00 lbs Inc. overdrive and tow/haul mode. Includes Cruise Grade Braking and Powertrain Grade Braking (Included and only available with (L84) 5.3L EcoTec3 V8 engine and (AZ3) bench seat.) GVWR CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT C5Y GVWR, 7100 lbs. (3221 kg) (Requires Crew Cab 4WD model with 0.00 lbs 0.00 lbs Inc. (L84) 5.3L EcoTec3 V8 engine without (NHT) Max Trailering Package.) AXLE CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT GU5 Rear axle, 3.23 ratio (Included and only available with (L84) 5.3L 0.00 lbs 0.00 lbs Inc. EcoTec3 V8 engine or (LZ0) Duramax 3.0L Turbo-Diesel I6 engine.) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 28485. Data Updated: May 15, 2026 1:57:00 AM UTC. May 15, 2026 Page 3 Page 50 of 422 NORTH COUNTRY GM BOB OHARA | 218-349-8955 | rwohara01@aol.com Vehicle: [Retail] 2026 Chevrolet Silverado 1500 (CK10543) 4WD Crew Cab 147" LT w/1LT ( Complete ) PREFERRED EQUIPMENT GROUP CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT 1LT LT Preferred Equipment Group includes standard equipment 0.00 lbs 0.00 lbs $0.00 WHEELS CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT RCV Wheels, 18" x 8.5" (45.7 cm x 21.6 cm) Bright Silver painted 0.00 lbs 0.00 lbs Inc. aluminum (Included with (Z71) Off-Road Package or (PDZ) Z71 Off -Road and Protection Package.) TIRES CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT XCK Tires, 265/65R18SL all-terrain, blackwall 0.00 lbs 0.00 lbs Inc. SPARE TIRE CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT XCQ Tire, spare 265/70R17SL all-season, blackwall (Included and only 0.00 lbs 0.00 lbs Inc. available with (QDV) 265/70R17 all-terrain blackwall tires, (QDF) 265/65R18SL all-season blackwall tires, (QDS) 265/65R18SL all- terrain white outline letter tires, (XCK) 265/65R18SL all-terrain blackwall tires or (R3O) LT275/65R18 Goodyear Wrangler Territory tires.) PAINT CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT GBA Black 0.00 lbs 0.00 lbs $0.00 SEAT TYPE CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT AZ3 Seats, front 40/20/40 split-bench with covered armrest storage and 0.00 lbs 0.00 lbs $0.00 under-seat storage (lockable) (STD) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 28485. Data Updated: May 15, 2026 1:57:00 AM UTC. May 15, 2026 Page 4 Page 51 of 422 NORTH COUNTRY GM BOB OHARA | 218-349-8955 | rwohara01@aol.com Vehicle: [Retail] 2026 Chevrolet Silverado 1500 (CK10543) 4WD Crew Cab 147" LT w/1LT ( Complete ) SEAT TRIM CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT H0U Jet Black, Cloth seat trim 0.00 lbs 0.00 lbs $0.00 RADIO CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT IOK Audio system, Chevrolet Infotainment 3 Premium system with 0.00 lbs 0.00 lbs $0.00 Google built-in compatibility (select service plan required, terms and limitations apply) including navigation capability, 13.4" diagonal HD color touchscreen, includes multi-touch display, AM/FM stereo, Bluetooth streaming audio for music and most phones; featuring Wireless Apple CarPlay and Wireless Android Auto capability for compatible phones, advanced voice recognition, in-vehicle apps, personalized profiles for infotainment and vehicle settings (STD) OPTION DISCOUNT CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT ___ Option/package discount (Requires (L3B) TurboMax engine, 0.00 lbs 0.00 lbs ($500.00) (PDD) All Star Edition Plus, (PDP) Texas Edition Plus or (PDZ) Z71 Off-Road and Protection Package.) *DISCOUNT* This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 28485. Data Updated: May 15, 2026 1:57:00 AM UTC. May 15, 2026 Page 5 Page 52 of 422 NORTH COUNTRY GM BOB OHARA | 218-349-8955 | rwohara01@aol.com Vehicle: [Retail] 2026 Chevrolet Silverado 1500 (CK10543) 4WD Crew Cab 147" LT w/1LT ( Complete ) ADDITIONAL EQUIPMENT - PACKAGE CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT B59 Remote Start Package includes (BTV) Remote Start, (UTJ) Theft- 0.00 lbs 0.00 lbs $0.00 deterrent system and (C49) rear-window defogger (Standard on 1LT. Included with (PCL) Convenience Package. Available as a free flow when (RG4) Fleet LT Base Content Package Delete is ordered.) PDZ Z71 Off-Road and Protection Package includes (Z71) Z71 Off- 0.00 lbs 0.00 lbs $2,230.00 Road suspension, (JHD) Hill Descent Control, (NZZ) skid plates, (K47) heavy-duty air filter and Z71 hard badge (Requires 4WD model, AT tires and either (L84) 5.3L EcoTec3 V8 engine or (LZ0) Duramax 3.0L Turbo-Diesel I6 engine. Includes (WPQ) Protection Package and (AAK) All-weather Z71 floor liners, LPO. Not available with (NHT) Max Trailering Package.) *GROSS* WPQ Protection Package includes (B1J) wheel house liners and (CGN) 0.00 lbs 0.00 lbs Inc. Chevytec spray-on bedliner (Requires (RIA) or (AAK) floor liners. Included with (PDZ) Z71 Off-Road and Protection Package.) Z71 Z71 Off-Road Package includes (Z71) Off-Road suspension, (JHD) 0.00 lbs 0.00 lbs Inc. Hill Descent Control, (NZZ) skid plates and (K47) heavy-duty air filter (Requires 4WD model. Includes Z71 hard badge, (N10) dual exhaust, (RCV) 18" bright silver painted wheels, (XCK) 265/65R18 all-terrain, blackwall tires and (NQH) 2-speed transfer case. Included with (PDZ) Z71 Off-Road and Protection Package. Upgradeable to (QDS) 265/65R18 all-terrain, white outlined letter tires, (R3O) LT275/65R18 Goodyear Wrangler Territory tires (Fleet only) or (NZN) 20" aluminum wheels with Grazen painted pockets and (QAE) 275/60R20 all-terrain, blackwall tires. Not available with (NHT) Max Trailering Package, (L3B) TurboMax engine or 22" wheels.) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 28485. Data Updated: May 15, 2026 1:57:00 AM UTC. May 15, 2026 Page 6 Page 53 of 422 NORTH COUNTRY GM BOB OHARA | 218-349-8955 | rwohara01@aol.com Vehicle: [Retail] 2026 Chevrolet Silverado 1500 (CK10543) 4WD Crew Cab 147" LT w/1LT ( Complete ) ADDITIONAL EQUIPMENT - MECHANICAL CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT JHD Hill Descent Control (Included and only available with (Z71) Z71 0.00 lbs 0.00 lbs Inc. Off-Road Package.) K05 Engine block heater (Included with (LZ0) Duramax 3.0L Turbo- 0.00 lbs 0.00 lbs $100.00 Diesel I6 engine.) K47 Air filter, heavy-duty (Included and only available with (BAQ) Work 0.00 lbs 0.00 lbs Inc. Truck Package, (Z71) Z71 Off-Road Package or (VYU) Snow Plow Prep Package.) KC4 Cooling, external engine oil cooler (Included and only available 0.00 lbs 0.00 lbs Inc. with V8 engines.) KNP Cooling, auxiliary external transmission oil cooler (Included and 0.00 lbs 0.00 lbs Inc. only available with V8 engines.) KW7 Alternator, 170 amps (Included and only available with (L84) 5.3L 0.00 lbs 0.00 lbs $0.00 EcoTec3 V8 engine. Not available with (NHT) Max Trailering Package, (VYU) Snow Plow Prep Package, (LZ0) Duramax 3.0L Turbo-Diesel I6 engine or (L3B) TurboMax engine.) N10 Exhaust, dual with polished outlets (Included and only available 0.00 lbs 0.00 lbs Inc. with (Z71) Z71 Off-Road Package.) NQH Transfer case, two-speed electronic Autotrac with push button 0.00 lbs 0.00 lbs Inc. control (4WD models only) (Included and only available with (Z71) Z71 Off-Road Package.) NZZ Skid Plates (Included and only available with (BAQ) Work Truck 0.00 lbs 0.00 lbs Inc. Package, (Z71) Z71 Off-Road Package or (VYU) Snow Plow Prep Package.) ADDITIONAL EQUIPMENT - EXTERIOR CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT B1J Wheelhouse liners, rear (Included and only available with (WPQ) 0.00 lbs 0.00 lbs Inc. Protection Package.) CGN Chevytec spray-on bedliner, Black (does not include spray-on liner 0.00 lbs 0.00 lbs Inc. on tailgate due to Black composite inner panel) (Included and only available with (WPQ) Protection Package. Double Cab and Crew Cab models are available with Ship Thru codes (VCO), (VDJ), (VDT), (VYC) or (VYS). Crew Cab models are available with Ship Thru codes (VI1), (TW3), (A6T), (VKZ), (VUH), (WEZ) or (TFA).) VK3 License plate kit, front (will be shipped to orders with ship-to states 0.00 lbs 0.00 lbs $0.00 that require front license plate) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 28485. Data Updated: May 15, 2026 1:57:00 AM UTC. May 15, 2026 Page 7 Page 54 of 422 NORTH COUNTRY GM BOB OHARA | 218-349-8955 | rwohara01@aol.com Vehicle: [Retail] 2026 Chevrolet Silverado 1500 (CK10543) 4WD Crew Cab 147" LT w/1LT ( Complete ) ADDITIONAL EQUIPMENT - INTERIOR CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT BTV Remote vehicle starter system (Standard on 1LT. Included with 0.00 lbs 0.00 lbs Inc. (B59) Remote Start Package. C49 Defogger, rear-window electric (Standard on 1LT. Available as a 0.00 lbs 0.00 lbs Inc. free flow with (RG4) Fleet LT Base Content Package Delete. Included with (B59) Remote Start Package.) UTJ Theft-deterrent system, unauthorized entry (Standard on 1LT. 0.00 lbs 0.00 lbs Inc. Included with (B59) Remote Start Package. ADDITIONAL EQUIPMENT - LPO CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT AAK LPO, All-weather floor liners, 1st and 2nd rows (includes Z71 logo 0.00 lbs 0.00 lbs Inc. on front mats), (Requires (Z71) Z71 Off-Road Package. Included with (PDZ) Z71 Off-Road and Protection Package. Not available with (BG9) rubberized vinyl flooring or (RIA) All-weather floor liners, LPO.) Options Total 0.00 lbs 0.00 lbs $3,425.00 Price Summary PRICE SUMMARY MSRP Base Price $53,700.00 Total Options $3,425.00 Vehicle Subtotal $57,125.00 Destination Charge $2,795.00 Grand Total $59,920.00 This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 28485. Data Updated: May 15, 2026 1:57:00 AM UTC. May 15, 2026 Page 8 Page 55 of 422 NORTH COUNTRY GM BOB OHARA | 218-349-8955 | rwohara01@aol.com Vehicle: [Retail] 2026 Chevrolet Silverado 1500 (CK10543) 4WD Crew Cab 147" LT w/1LT ( Complete ) Standard Equipment Package Trailering Package includes trailer hitch, 7-pin and 4-pin connectors and (CTT) Hitch Guidance Chevy Safety Assist includes (UHY) Automatic Emergency Braking, (UKJ) Front Pedestrian Braking, (UHX) Lane Keep Assist with Lane Departure Warning, (UE4) Following Distance Indicator, (UEU) Forward Collision Alert and (TQ5) IntelliBeam All Star Edition (Deleted when (RG4) Fleet LT Base Content Package Delete is ordered. Dealers in the following states may order (TUF) Texas Edition badging: Arkansas, Louisiana, New Mexico, Oklahoma and Texas.) Convenience Package includes (CJ2) dual-zone automatic climate control, (A2X) 10-way power driver seat including power lumbar, (KA1) heated driver and passenger seats, (N57) wrapped steering wheel, (KI3) heated steering wheel, (KI4) 120-volt power outlet, (KC9) 120-volt bed-mounted power outlet, (UBI) 2 charge-only USB ports for second row, (C49) rear-window defogger, (AVJ) Keyless Open and Start, (BTV) Remote Start, (UTJ) content theft alarm, (N37) Steering column, manual tilt and telescoping and (UF2) LED Cargo Area Lighting (Upgradeable to (A50) bucket seats and includes (D07) center console. Some content is deleted when (RG4) Fleet LT Base Content Package Delete is ordered. The deleted content is as follows; (CJ2) Air conditioning, (A2X) Seat adjuster, (KA1) Seating, heated driver and front outboard passenger, (KI3) Steering wheel, heated, (N37) Steering column, manual tilt and telescoping, and (UF2) LED Cargo Area Lighting.) Mechanical Durabed, pickup bed Engine, TurboMax (310 hp [231 kW] @ 5600 rpm, 430 lb-ft of torque [583 Nm] @ 3000 rpm) (STD) (Not available with (Z71) Z71 Off-Road Package.) Transmission, 8-speed automatic, electronically controlled with overdrive and tow/haul mode. Includes Cruise Grade Braking and Powertrain Grade Braking (STD) (Included and only available with (L3B) TurboMax engine. Requires (AZ3) front 40/20/40 split-bench seats.) Rear axle, 3.42 ratio (Included with (L3B) TurboMax engine or (L84) 5.3L EcoTec3 V8 engine and (NHT) Max Trailering Package.) GVWR, 7000 lbs. (3175 kg) (STD) (Requires Crew Cab or Double Cab 4WD model and (L3B) TurboMax engine.) Push Button Start Automatic Stop/Start Transfer case, single speed electronic Autotrac with push button control (4WD models only) Auto-locking rear differential Four wheel drive Battery, heavy-duty 730 cold-cranking amps/80 Amp-hr, maintenance-free with rundown protection and retained accessory power Alternator, 220 amps (Included and only available with (L3B) TurboMax engine, (LZ0) Duramax 3.0L Turbo- Diesel I6 engine, (VYU) Snow Plow Prep Package or (NHT) Max Trailering Package.) Trailer brake controller, integrated This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 28485. Data Updated: May 15, 2026 1:57:00 AM UTC. May 15, 2026 Page 9 Page 56 of 422 NORTH COUNTRY GM BOB OHARA | 218-349-8955 | rwohara01@aol.com Vehicle: [Retail] 2026 Chevrolet Silverado 1500 (CK10543) 4WD Crew Cab 147" LT w/1LT ( Complete ) Mechanical Recovery hooks, front, frame-mounted, Black (Included with 4WD models only.) Frame, fully-boxed, hydroformed front section Suspension Package, Standard Steering, Electric Power Steering (EPS) assist, rack-and-pinion Brakes, 4-wheel antilock, 4-wheel disc with DURALIFE rotors Brake lining wear indicator Capless Fuel Fill Exhaust, single outlet Exterior Wheels, 17" x 8" (43.2 cm x 20.3 cm) Bright Silver painted aluminum (STD) Tires, 255/70R17 all-season, blackwall (STD) Tire, spare 255/70R17 all-season, blackwall (STD) (Included with (QBN) 255/70R17 all-season, blackwall tires.) Wheel, 17" x 8" (43.2 cm x 20.3 cm) full-size, steel spare (Standard on models built after November 25, 2024. Not available with CC10543 model when ordered with (L84) 5.3L EcoTec3 V8 engine unless also ordered with (NHT) Max Trailering Package.) Tire carrier lock, keyed cylinder lock that utilizes same key as ignition and door Bumper, front chrome Bumper, rear chrome CornerStep, rear bumper Cargo tie downs (12), fixed rated at 500 lbs per corner Headlamps, LED reflector with LED signature Daytime Running Lamps and Amber tracer animation IntelliBeam, automatic high beam on/off Lamps, cargo area, cab mounted integrated with center high mount stop lamp, with switch in bank on left side of steering wheel (incandescent on Regular Cab models, LED on Crew Cab and Double Cab models) LED Cargo Area Lighting located in pickup bed, activated with switch on center switch bank or key fob (Deleted when (RG4) Fleet LT Base Content Package Delete is ordered.) Taillamps with incandescent tail, stop and reverse lights Mirrors, outside heated power-adjustable (When (PQB) Safety Package is ordered, includes (U12) Perimeter Lighting.) Mirror caps, chrome (Not available with (DPO) trailering mirrors.) Glass, deep-tinted Door handles, body-color This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 28485. Data Updated: May 15, 2026 1:57:00 AM UTC. May 15, 2026 Page 10 Page 57 of 422 NORTH COUNTRY GM BOB OHARA | 218-349-8955 | rwohara01@aol.com Vehicle: [Retail] 2026 Chevrolet Silverado 1500 (CK10543) 4WD Crew Cab 147" LT w/1LT ( Complete ) Exterior Tailgate and bed rail protection cap, top Tailgate, standard Tailgate, gate function manual with EZ Lift includes power lock and release Entertainment Audio system, Chevrolet Infotainment 3 Premium system with Google built-in compatibility (select service plan required, terms and limitations apply) including navigation capability, 13.4" diagonal HD color touchscreen, includes multi-touch display, AM/FM stereo, Bluetooth streaming audio for music and most phones; featuring Wireless Apple CarPlay and Wireless Android Auto capability for compatible phones, advanced voice recognition, in-vehicle apps, personalized profiles for infotainment and vehicle settings (STD) SiriusXM Trial Subscription SiriusXM with 360L Trial Subscription. SiriusXM with 360L transforms your customers' ride with our most extensive and personalized radio experience on the road. (IMPORTANT: The SiriusXM trial subscription is not provided on vehicles that are ordered for Fleet Daily Rental ("FDR") use. Trial subscription is subject to the SiriusXM Customer Agreement and privacy policy, visit siriusxm.com which includes full terms and how to cancel. All fees, content, features, and availability are subject to change. Some features require GM connected vehicle services.) Audio system feature, 6-speaker system Wireless phone projection for Apple CarPlay and Android Auto Bluetooth for phone, connectivity to vehicle infotainment system Wi-Fi Hotspot capable (Terms and limitations apply. See onstar.com or dealer for details.) Interior Seats, front 40/20/40 split-bench with covered armrest storage and under-seat storage (lockable) (STD) Remote Start Package includes (BTV) Remote Start, (UTJ) content theft alarm and (C49) rear-window defogger (Included with (PCL) Convenience Package. Available as a free flow when (RG4) Fleet LT Base Content Package Delete is ordered.) Seat trim, Cloth Seat adjuster, driver 10-way power including lumbar (Deleted when (RG4) Fleet LT Base Content Package Delete is ordered.) Seat adjuster, passenger 4-way manual Seating, heated driver and front outboard passenger (Deleted when (RG4) Fleet LT Base Content Package Delete is ordered.) Seat, rear 60/40 folding bench (folds up), 3-passenger (includes child seat top tether anchor) Floor covering, color-keyed carpeting Floor mats, rubberized vinyl, front (Deleted when LPO floor liners are ordered.) Floor mats, rubberized-vinyl rear (Deleted when LPO floor liners are ordered.) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 28485. Data Updated: May 15, 2026 1:57:00 AM UTC. May 15, 2026 Page 11 Page 58 of 422 NORTH COUNTRY GM BOB OHARA | 218-349-8955 | rwohara01@aol.com Vehicle: [Retail] 2026 Chevrolet Silverado 1500 (CK10543) 4WD Crew Cab 147" LT w/1LT ( Complete ) Interior Steering wheel, wrapped Steering wheel, heated (Deleted when (RG4) Fleet LT Base Content Package Delete is ordered.) Steering wheel audio controls Steering column, manual tilt and telescoping (Deleted when (RG4) Fleet LT Base Content Package Delete is ordered.) Steering column lock, electrical Driver Information Center, enhanced, 12.3" diagonal reconfigurable multicolor digital display Exterior Temperature Display located in radio display Compass located in instrument cluster Window, power front, drivers express up/down Window, power front, passenger express down Windows, power rear, express down Door locks, power Remote vehicle starter system Keyless Open and Start Cruise control, electronic with set and resume speed, steering wheel-mounted Theft-deterrent system, unauthorized entry Power outlet, interior power outlet, 120-volt (400 watts shared with (KC9) bed mounted power outlet) USB Ports, 2, Charge/Data ports located on instrument panel USB ports, rear, dual, charge-only Power outlet, bed mounted, 120-volt (400 watts shared with (KI4) interior power outlet) Air conditioning, dual-zone automatic climate control (Deleted when (RG4) Fleet LT Base Content Package Delete is ordered and replaced with (C67) single-zone manual air conditioning.) Air vents, rear, heating/cooling Defogger, rear-window electric Mirror, inside rearview, manual tilt Assist handles front A-pillar mounted for driver and passenger, rear B-pillar mounted Safety-Mechanical Automatic Emergency Braking Front Pedestrian Braking This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 28485. Data Updated: May 15, 2026 1:57:00 AM UTC. May 15, 2026 Page 12 Page 59 of 422 NORTH COUNTRY GM BOB OHARA | 218-349-8955 | rwohara01@aol.com Vehicle: [Retail] 2026 Chevrolet Silverado 1500 (CK10543) 4WD Crew Cab 147" LT w/1LT ( Complete ) Safety-Mechanical StabiliTrak, stability control system with Proactive Roll Avoidance and traction control, includes electronic trailer sway control and hill start assist Safety-Exterior Daytime Running Lamps with automatic exterior lamp control Safety-Interior Airbags, Dual-stage frontal airbags for driver and front outboard passenger; Seat-mounted side-impact airbags for driver and front outboard passenger; Head-curtain airbags for front and rear outboard seating positions; Includes front outboard Passenger Sensing System for frontal outboard passenger airbag (Always use seat belts and child restraints. Children are safer when properly secured in a rear seat in the appropriate child restraint. See the Owner's Manual for more information.) OnStar services capable (See onstar.com for details and limitations. Services vary by model. Service plan required.) OnStar Basics (OnStar Fleet Basics for Fleet) Drive confidently with core OnStar services including remote commands, built-in voice assistance, real-time traffic and navigation, and Automatic Crash Response to help if you're in need. (Requires (UE1) OnStar. OnStar Basics includes remote commands, Navigation, Voice Assistance, and Automatic Crash Response, for eligible vehicles with compatible software. OnStar Basics is standard for 8 years; OnStar plan, working electrical system, cell reception and GPS signal required. OnStar links to emergency services. Service coverage varies with conditions and location. Service availability, features and functionality vary by device and software version. See onstar.com for details and limitations.) HD Rear Vision Camera Hitch Guidance dynamic single line to aid in trailer alignment for hitching Lane Keep Assist with Lane Departure Warning Following Distance Indicator Forward Collision Alert Rear Seat Reminder Rear Seat Belt Indicator Teen Driver a configurable feature that lets you activate customizable vehicle settings associated with a key fob, to help encourage safe driving behavior. It can limit certain available vehicle features, and it prevents certain safety systems from being turned off. An in-vehicle report card gives you information on driving habits and helps you to continue to coach your new driver Buckle to Drive prevents vehicle from being shifted out of Park until driver seat belt is fastened; times out after 20 seconds and encourages seat belt use, can be turned on and off in Settings menu Tire Pressure Monitoring System, auto learn includes Tire Fill Alert (does not apply to spare tire) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 28485. Data Updated: May 15, 2026 1:57:00 AM UTC. May 15, 2026 Page 13 Page 60 of 422 NORTH COUNTRY GM BOB OHARA | 218-349-8955 | rwohara01@aol.com Vehicle: [Retail] 2026 Chevrolet Silverado 1500 (CK10543) 4WD Crew Cab 147" LT w/1LT ( Complete ) WARRANTY Warranty Note: <<< Preliminary 2026 Warranty >>> Basic Years: 3 Basic Miles/km: 36,000 Drivetrain Years: 5 Drivetrain Miles/km: 60,000 Drivetrain Note: Silverado TurboMaxTM engines, 3.0L & 6.6L Duramax® Turbo-Diesel engines, and certain commercial, government, and qualified fleet vehicles: 5 years/100,000 miles Corrosion Years (Rust-Through): 6 Corrosion Years: 3 Corrosion Miles/km (Rust-Through): 100,000 Corrosion Miles/km: 36,000 Roadside Assistance Years: 5 Roadside Assistance Miles/km: 60,000 Roadside Assistance Note: Silverado TurboMaxTM engines, 3.0L & 6.6L Duramax® Turbo-Diesel engines, and certain commercial, government, and qualified fleet vehicles: 5 years/100,000 miles Maintenance Note: First Visit: 12 Months/12,000 Miles This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 28485. Data Updated: May 15, 2026 1:57:00 AM UTC. May 15, 2026 Page 14 Page 61 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 5.10 Subject: Approve Revised Internal Engineering Fees for City Hall and Police Department Civic Campus, City Project No. 2202 and Rogers Activity Center Expansion, City Project No. 2406 Prepared By: Doran Cote, Public Works Director/City Engineer Recommended Council Action Motion to Approve Revised Internal Engineering Fees for City Hall and Police Department Civic Campus, City Project No. 2202 and Rogers Activity Center Expansion, City Project No. 2406 Overview / Background / Analysis The city normally charges an internal engineering fee on city public improvements. For projects that are city led, designed and inspected, the fee is 10% of the total project cost. For city assisted projects where there is a consultant and a construction manager, the fee is normally 3% of the total project cost. For the City Hall and Police Department Civic Campus and the Rogers Activity Center (RAC) Expansion, both of which are large scale, one-time facility projects, Finance and Public Works agreed that the fee should be 0.5% of the total project cost as follows: Campus - $43,000,000X0.5%=$215,000 RAC Expansion - $18,000,000X0.5%=$90,000 If the traditional engineering fees were applied to these projects, the total engineering fees for both projects would have been $1,830,000, which is twice the entire Engineering Budget. Staff Recommendation Motion to Approve Revised Internal Engineering Fees for City Hall and Police Department Civic Campus, City Project No. 2202 and Rogers Activity Center Expansion, City Project No. 2406 Financial Impact: $305,000 Source Fund: N/A Budgeted? No Supporting Documentation None Page 62 of 422 Page 63 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 5.11 Subject: Approve Resolution No. 2026-54, A Resolution Approving the Application to Fill Wetlands to Facilitate Rogers Drive Industrial Project Prepared By: Mike Albers, Assistant City Engineer Recommended Council Action Motion to Approve Resolution No. 2026-54, A Resolution Approving the Application to Fill Wetlands to Facilitate Rogers Drive Industrial Project Overview / Background / Analysis The City of Rogers is the Local Government Unit (LGU) responsible for the implementation of the Minnesota Wetland Conservation Act (WCA) Rules (Chapter 8420) within the limits of the City. A wetland permit application and supporting documentation has been prepared and submitted by Alliant Engineering on behalf of Oppidan for the Rogers Drive Industrial project. The City of Rogers has determined, as the LGU, that the Joint Application form and supporting permit application submitted, meet and satisfy all WCA rules. Staff Recommendation Financial Impact: Source Fund: Budgeted? N/A Supporting Documentation A. Resolution No. 2026-54 B. Wetland Impacts Exhibit Page 64 of 422 RESOLUTION NO. 2026–54 A RESOLUTION APPROVING THE APPLICATION TO IMPACT 0.11 ACRE OF WETLAND TO FACILITATE THE ROGERS DRIVE INDUSTRIAL PROJECT WHEREAS, That the City of Rogers is the Local Governmental Unit (“LGU”) responsible for implementation of the Minnesota Wetland Conservation Act (WCA) Rules (Chapter 8420) within the limits of the City.; and WHEREAS, That the City of Rogers, by and through its Council, sitting as the LGU, adopts the following findings regarding the Rogers Drive Industrial Replacement Plan Application: a. That a complete Wetland Replacement Plan Application describing 0.11 acre of wetland impact provided by Alliant Engineering was received April 22, 2026. b. A meeting of the Technical Evaluation Panel (TEP) was conducted via Teams on May 18, 2026 to discuss the application. Additional information was requested by the TEP to clarify the proposed end user and to update the search for replacement credits. c. The Wetland Replacement Plan Application describes wetland impacts of 0.11 acre. Replacement was revised based on TEP comments to be via 0.2126 acre credits from Wetland Bank Account #1643 in Hennepin County which is in the same minor watershed (Diamond Creek) as the proposed impacts; Major Watershed 20, and BSA 7. d. That TEP members unanimously agreed that the application qualified for sequencing flexibility, satisfied WCA sequencing and replacement requirements and supported approval. e. That the City of Rogers, as the LGU, has and will fully exercise its responsibilities to ensure compliance with the Minnesota WCA Rules for: i. Local Government Unit Duties and Procedures (MR 8420.0200) ii. Technical Evaluation Panel (TEP) Procedures (MR 8420.0240) iii. Local Government Unit Application and Decision Procedures (MR 8420.0255) f. That the City of Rogers, as the LGU, has determined that the Replacement Plan Application submitted by Alliant Engineering on behalf of Oppidan satisfies and will satisfy WCA rules and procedural guidelines for: i. General Application Requirements (MR 8420.0305) ii. Replacement Plan Applications (MR 8420.0330) iii. Wetland Replacement Purpose and Requirement (MR 8420.0500) iv. Sequencing (MR 8420.0520) v. Replacement Standards (MR 8420.0522) Page 65 of 422WHEREAS, That the City of Rogers, by and through its City Council, sitting as the LGU for the WCA, approves the application to fill 0.11 acre of wetland to facilitate the Rogers Drive Industrial project. NOW THEREFORE BE IT RESOLVED, that the City Council of the City of Rogers, that the above referenced wetland application and replacement plan meet the standards of Minnesota WCA Rules. Moved by Councilmember , seconded by Councilmember The following voted in favor of said resolution: The following voted against said resolution: The following abstained: Whereupon said resolution was declared duly passed and adopted, and was signed by the Mayor, and attested by the Clerk dated this 26th day of May, 2026. ___________________________ Shannon Klick, Mayor ATTEST: _________________________________ Stacie Brown, City Clerk Page 66 of 422 964 ROBERT LN 964 962 956 958 960 VEVEA RD 952 958 958 956 956 ROGERS DR WET 956DITCH 954 960 WETLAND 1 950 WETLAND 954 952 STORMWATER STORMWATER 960 POND 2 FILTRATION 3 BOT.: 951.5 NWL: 947.4 HWL: 955.35 HWL:950.16 041 SF Lot 040 956 956 039 952 042 950 958 037 036 SEPTIC MOUND BY OTHERS 032 043 952 960 960 950 WETLAND 3 950 030 FILTRATION 4 001 029 BOT.: 950.0 DT INV:947.75 028 HWL:952.46 950 962 STORMWATER MECH 027 948 948 UP PROPOSED 025 950 INTERSTATE 94 002 BUILDING 023 200'x585' 022 964 ±117,000 S.F. FFE: 958.10 948 020 003 950 950 016 015 004 013 011 010 005 950 960 952 006 009 954 952 956 958 008 007 STORMWATER POND 1 958 NWL: 949.1 HWL: 951.32 952 WETLAND 2 954 956 954 ROGERS DR 954 952 WETLAND IMPACTS WETLAND BUFFER CALCULATION LEGEND: ROGERS INDUSTRIAL ROGERS, MN Figure 3. Wetland Buffer and Impact Plan Page 67 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 5.12 Subject: Approval of Resolution 2026-51 Approving the Final Plat for EB Rogers (former Willis Trucking Site) Prepared By: Brett Angell, Community Development Director Recommended Council Action Motion to approve Resolution 2026-51 approving the EB Rogers Final Plat. Overview / Background / Analysis At the February 24th, 2026 meeting, the City Council approved a site plan for the redevelopment of the property at 21601 John Deere Lane (more commonly referred to as the Willis Trucking site) into a three-story, 181-unit market-rate apartment building (recently named Millhouse Flats). Per the conditions of the site plan approval, the developer is required to re-plat the property into one parcel. The property is currently comprised of two parcels. The first parcel (Lot 5, Block 2) consists of the existing building on the parcel. The second parcel (Lot 6, Block 2) is the area that is currently used primarily for storage of trucks and trailers. The proposed EB Rogers final plat combines the two existing parcels into one parcel. The total area of the plat is 4.62 acres. The proposed plat combining the two parcels is consistent with the lot standards for the DT-Downtown Zoning District. The proposed plat is consistent with the approved site plan and development plan for the property. Currently, the developer is anticipating commencing construction in August or September of 2026. Staff Recommendation Staff recommends the approval of Resolution 2026-51 approving the EB Rogers Final Plat related to the redevelopment of the property at 21601 John Deere Lane. Financial Impact: Not applicable. Source Fund: Not applicable. Budgeted? N/A Supporting Documentation A. Resolution No. 2026-51 EB Rogers Final Plat B. Final Plat Page 68 of 422 RESOLUTION NO. 2026 - 51 A RESOLUTION GRANTING APPROVAL OF THE FINAL PLAT FOR EB ROGERS (21601 JOHN DEERE LANE) WHEREAS, the JDL Rogers, LLC (Bader Companies)( the “Applicant”) submitted an application to the City of Rogers (“City”) requesting approval of a Final Plat for EB Rogers (the “Plat”) for the property located at 21601 John Deere Lane, which consists of the PIDs 23-120- 23-24-0047 and 23-120-23-24-0046 and legally described on Exhibit A (the “Subject Property/Property”); and, WHEREAS, the Applicant is proposing to combine the subject property, which is currently comprised as two (2) parcels into one (1) parcel as depicted in Exhibit B; and, WHEREAS, the Subject Property contains approximately 4.62 acres is zoned as DT – Downtown Mixed Use and guided as Downtown Mixed Use in the 2040 Comprehensive Plan; and WHEREAS, the Subject Property recently received site plan approval from the City of Rogers on February 24, 2026, for the redevelopment of the site into a market rate apartment building of 181-units; and WHEREAS, the proposed Final Plat is consistent with 2040 Comprehensive Plan and current zoning regulations for the City. NOW THEREFORE, BE IT RESOLVED, BY THE CITY COUNCIL OF THE CITY OF ROGERS, MINNESOTA, that the Preliminary Plat and Final Plat for Rogers County Road No. 81 is hereby approved subject to the following conditions: 1. The final plat shall meet the requirements of the City Engineers, and City Planner reviews and subsequent reviews of any final plat to the satisfaction of the City. 2. Title work for the Plat shall be provided to and conform to any requirements resulting from City Staff and the City Attorney’s review of the title work and plat opinion. 3. The final plat shall be recorded with Hennepin County within one (1) year from the date of this approval. Moved by Councilmember , seconded by Councilmember The following voted in favor of said resolution: The following voted against the same: The following abstained: Whereupon said resolution was declared duly passed and adopted, and was signed by the Mayor, and attested by the Clerk dated this 26th day of May, 2026. Page 69 of 422 __________________________________ Shannon Klick, Mayor ATTEST: __________________________________________ Stacie Brown, City Clerk Page 70 of 422 EXHIBIT A LEGAL DESCRIPTION Existing Legal Description Lots 5-6, Block 2, Scharbers John Deere Addition, Hennepin County, Minnesota Abstract Property PIDs: 23-120-23-24-0046 & 23-120-23-24-0047 Proposed Legal Description Lot 1, Block 1, EB Rogers, Hennepin County, Minnesota Page 71 of 422 EXHIBIT B FINAL PLAT Page 72 of 422 EB ROGERS C.R. DOC. NO. N W E S LOT 1 BLOCK 1 PRELIMINARY N W E S 0 50 Scale in Feet LEGEND moore engineering, inc. Page 73 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 5.13 Subject: Approval of a Lease Agreement with Outfront Media for Two Billboards at PID 1512023230009 and a Shared Revenue Agreement with the Rouillard Family Trust. Prepared By: Brett Angell, Community Development Director Recommended Council Action Motion to approve the Lease Agreement with Outfront Media for two billboards at PID 1512023230009 and approval of a Shared Revenue Agreement with the Rouillard Family Trust. Overview / Background / Analysis In March 1996, the City of Rogers entered into agreements with the Rouillard family for the acquisition of certain property along the I-94 corridor. With this acquisition and per the terms of the agreement, the Rouillard family retained the rights and benefits of the leases for two (2) billboards that were located on the site. From that point in time, the revenues from the lease were directed to the family. The previous agreements required a removal or extension to occur in 2025. At the March 25th, 2025 meeting, the City Council heard a request from the Rouillard family seeking an extension to the easement to allow for the billboard or another form of extension for 20 years for the family to continue to receive lease revenues from the billboards. At the meeting, the council gave direction to staff to allow for a 5-year extension of the billboards on the site, with a need to negotiate a revenue sharing for the billboards between the family and city. At the September 9, 2025 meeting, the City Council considered a draft lease for the billboards. The proposed lease at this stage did not have the city as a signing part on the lease as desired and was not aligned on specific components of revenue sharing between the city and family. Following discussion, the City Council directed staff to continue to negotiate the agreements based upon feedback received at the meeting. The proposed Lease Agreement with Outfront and Shared Revenue Agreement with the Rouillard family address the items that were discussed at the previous meetings. The proposed Lease Agreement would be between the City of Rogers and Outfront Media alone and is structured as a base rent of $60,000 annually with a 2% annual escalator. The term of the agreement is five (5) years. There are no extensions to the agreement. Following the expiration of the lease agreement, it will be the discretion of the council if there is a desire to enter into a new lease or require the billboards to be removed. Page 74 of 422The proposed Shared Revenue Agreement with the Rouillard family would split the annual lease revenue 50/50 with the city retaining 50% of the lease revenue and the family retaining the other 50%. The annual payment would be sent to the family following the receipt of funds from the lease. The term of this agreement matches the lease agreement and there is a provision that should the lease be terminated or voided, the shared revenue agreement would also be terminated. Staff Recommendation Staff recommend the approval of the Lease Agreement with Outfront Media for two billboards at PID 1512023230009 and approval of the Shared Revenue Agreement with the Rouillard Family Trust. Financial Impact: The proposed lease will Source Fund: Not applicable. result in additional revenues over the term of the lease. Budgeted? N/A Supporting Documentation A. City of Rogers - Outfront Lease - Final Version B. Shared Revenue Agreement Rouillard Page 75 of 422DATE May 8, 2026 LEASE NO.01321.001121 DIV. SIZE 14x48 VENDOR NO. OSR3530 REP NAME: PANEL NO. 201, 202, 203, 204 PARCEL ID NO: 15-120-23-23-0009 SIGN LOCATION LEASE The parties hereto enter this Lease Agreement (“Lease” or “Agreement”) as of the dates upon which the parties’ have signed this Agreement. 1. CITY OF ROGERS MN (hereinafter called LESSOR), hereby leases and grants exclusively to OUTFRONT Media LLC (hereinafter called LESSEE) the exclusive use of the “Leased Premises” (as hereinafter defined) consisting of a portion of the real property known as: Hwy 94 W/O Hwy 101 S/O 141st Ave N (the “Property”) for the purpose of erecting, constructing, installing, placing, operating, maintaining, modifying, servicing, relocating and removing LESSEE’S advertising sign(s) thereon, including supporting structures, illumination facilities and connections, back-up panels, service ladders and other appurtenances and ancillary equipment (the “Sign Structure(s)”), all as depicted in the photographs in Exhibit A attached hereto and made a part hereof. 2. The “Leased Premises” shall consist of the area where the supporting structure of the Sign Structure(s) is/are affixed to the Property, the surrounding area and the airspace above the same, as more particularly described on Exhibit A attached hereto and made a part hereof. 3. LESSOR grants to LESSEE and/or its agents the right to vehicular and pedestrian ingress and egress to and from the Sign Structure(s) over and across the Property for (i) the erection, construction, installation, placing, operating, maintaining, modifying, servicing and removal of the Sign Structure(s), and; (ii) providing or establishing electrical power to the Sign Structure(s) (at LESSEE’s sole expense), any alterations to the access path or utilities require city written consent. 4. The term of this Lease shall be for a period of five (5) year(s) commencing on May 1, 2026 (the “Commencement Date”). 5. During the Term, LESSEE shall pay to LESSOR as “Rent” an amount equal Sixty Thousand Dollars and 00/100 ($60,000.00) Dollars per Lease Year (the “Minimum Annual Guaranteed Rent”), which shall be payable annually, in advance, beginning on the Commencement Date and thereafter, the anniversary of the Commencement Date. The Rent shall increase on a rate of 2% annually during the duration of the lease term. 6. LESSOR warrants that LESSOR is the owner of the Property and has full authority to make this agreement and the LESSEE shall have the right to make any necessary applications with, and obtain permits from, governmental bodies for the construction, maintenance and removal of the Sign Structure(s) at the sole discretion of LESSEE. LESSOR shall sign any documentation that such governing bodies may require with respect to obtaining such permits, provided that LESSOR shall incur no costs in connection therewith. 7. LESSEE shall save the LESSOR harmless from all damage to persons or property by reason of accidents, claims, losses, or damages alleged to result acts of LESSEE’S agents, employees or others employed in the erection, construction, installation, placing, operating, maintaining, servicing and removal of its Sign Structure(s) on the Leased Premises. 8. This Agreement is a Lease (not a license). The Sign Structure(s) on the Leased Premises and all sign(s), structure(s), improvements and appurtenances thereto placed on the Property hereafter by or for LESSEE, its agent or predecessor and any and all permits related thereto shall at all times remain the property of LESSEE, and LESSEE shall have the right to remove the same at any time during the Term of the Lease (as the same may be extended), or, for a reasonable amount of time after the expiration or termination of the Lease (the “Removal Date”). At LESSEE’s sole discretion, if LESSEE removes its Sign Structure(s), it may abandon its below grade portions of said Sign Structure(s) and not remove the same. The future existence of below grade improvements shall not constitute continued occupancy of the Leased Premises by LESSEE. If upon the expiration of the Term (as the same may be extended) the parties hereto are engaged in good faith negotiation of the terms of a renewal lease, then LESSEE shall not be obligated to remove its Sign Structure(s) from the Leased Premises until thirty (30) days after the receipt of written notice from LESSOR expressly stating that LESSOR does not desire to continue such renewal negotiation. 9. In the event that all or any part of the Property is acquired or sought to be acquired by or for the benefit of any entity having or delegated the power of eminent domain, LESSEE shall, at its election and in its sole discretion, be entitled to: (i) contest the acquisition and defend against the taking of LESSEE’s interest in the Property; (ii) reconstruct the Sign Structure(s) on any portion of the Property not being acquired, as reasonably approved by LESSOR; and (iii) recover damages to and compensation for the fair market value of its leasehold and Sign Structure(s) taken or impacted by the acquisition. No termination right set forth anywhere in this Lease may be exercised by LESSOR if the Property or any portion thereof is taken or threatened to be taken by eminent domain, or if the Property is conveyed or to be conveyed to or for the benefit of any entity having the power of eminent domain. Lessor Initials Lessee Initials TLL 1 REV DEN 12042014 Page 76 of 422 10. In the event that, in LESSEE's sole opinion; (a) LESSEE is unable to secure or maintain any required permit or license from any appropriate governmental authority; (b) federal, state or local statute, ordinance regulation or other governmental action precludes or materially limits use of the Leased Premises for outdoor advertising purposes; (c) LESSEE’s Sign Structure(s) on the Leased Premises become entirely or partially damaged or destroyed; (d) the view of LESSEE's Sign Structure(s) are obstructed or impaired in any way by any object or growth on the Property or on any neighboring property; (e) the advertising value of the Sign Structure(s) is impaired or diminished; (f) there occurs a diversion of traffic from, or a change in the direction of, traffic past the Sign Structure(s); (g) LESSEE is prevented from maintaining electrical power to the Leased Premises or illuminating its Sign Structure(s); (h) LESSEE finds that, in LESSEE’S sole opinion, the continued maintenance/operation of the Sign Structure(s) is impractical or uneconomical due to engineering, architectural, construction or maintenance circumstances which will require structural improvements to LESSOR's Property; (i) maintenance will be hampered or made unsafe due to conditions caused by nearby properties, land uses, or utilities, then LESSEE shall, at its option, have the right to terminate this Lease upon one hundred and eighty (180) days’ notice in writing to LESSOR and LESSOR shall retain any Minimum Annual Guaranteed Rent paid in advance for the remainder of the Term. 11. LESSEE shall pay for all electrical power consumed by the Sign Structure(s). 12. LESSOR shall not cause nor permit any outdoor advertising sign other than those in existence at the time of the execution of this Lease (if any), or those constructed by LESSEE pursuant to the terms hereof (or otherwise) to be placed on the Property without prior written consent from LESSEE. It is the understanding of the parties that visibility of the Sign Structure(s) to the traveling public is the essence of this Lease. LESSOR shall not cause LESSEE's Sign Structure(s) to be obscured from visibility to the traveling public. LESSOR grants LESSEE the rights to trim, cut, or remove brush, trees, shrubs, or any vegetation or remove any obstructions of any kind on the Property, or any other property owned or controlled by LESSOR, which limit the visibility of the Sign Structure(s). 13. LESSOR warrants that it owns the Property (including the Leased Premises) and has the authority to enter into this Lease and that if LESSEE shall pay the Rent provided for herein, LESSEE shall and may peaceably and quietly have, hold and enjoy use of the Leased Premises for the Term of this Lease. To this end, if at any time during the Term of this Lease LESSOR fails to pay any lien or encumbrance affecting the Leased Premises, including any past due real estate taxes, interest, and/or penalties thereto, and after receipt of LESSEE's written request to LESSOR to pay said sums, LESSOR fails to make such payment, LESSEE shall have the right, but not the obligation, to pay such amounts or any portion thereof which are undisputed by LESSOR. LESSEE may thereafter deduct any such payments of undisputed amounts from the next succeeding installment(s) of Rent until LESSEE has been fully reimbursed for such payments, interests and fees. 14. All Rent to be paid to LESSOR pursuant to this Lease and all notices to either of the party hereto shall be forwarded to the respective party at the address noted below such party’s signature, or such other address set forth in a written notice by such party. In the event that LESSOR shall send to LESSEE written notice requesting that Rent be forwarded to an address other than that listed below LESSORS signature, such new forwarding address shall not be effective until forty-five (45) days after LESSEE’s receipt of such notice from LESSOR. 15. This Lease shall not obligate the LESSEE in any way until it is accepted and executed by an authorized signatory of LESSEE who is responsible for executing LESSEE's duties under this Lease. It is understood that this written lease between the parties constitutes the entire Lease and understanding between the parties and supersedes all prior representations, understandings, and agreements relating to the Leased Premises. This Lease may not be modified except in writing and signed by LESSOR and an authorized signatory of LESSEE. 16. This Lease shall be binding upon heirs, executors, personal representatives, successors and assigns for the parties hereto and LESSOR agrees to notify LESSEE of any change of (i) ownership of the Property or the Leased Premises, or (ii) LESSOR's mailing address within seven (7) days of such change. LESSOR agrees to hold LESSEE harmless from any action resulting from failure to provide said notice. LESSOR shall not assign its interest under this Lease or any part thereof except to a party who purchases the underlying fee title to the Property. LESSEE shall not assign its interest under this Lease or any part thereof except to an entity that controls, is controlled by, or under common control with, LESSEE or to a party who purchases title to the subject Sign Structure(s). This Section shall not preclude a collateral assignment of LESSOR's or LESSEE's interest under this Lease to an established financial institution as, and part of, a bona fide loan transaction. 17. In the event that either party is in default under the terms of this Lease, the non-defaulting party shall deliver written notice via the United States Postal Services by certified or registered return receipt mail to the defaulting party, and said party may cure such failure within fourteen (14) days of receipt of such notice provided that for any non-monetary default, if a cure cannot reasonably be effected in 14 days, the defaulting party may continue such cure past 14 days from notice provided it commences such cure within fourteen days from notice and pursues such cure to completion. 18. Concurrently with the execution of this Lease, or at any other time upon request of the other, LESSOR and LESSEE shall execute, acknowledge and deliver to the other a short form memorandum of this Lease for recording purposes. The Party requesting recordation shall be responsible for payment of any fees or taxes applicable thereto. Lessor Initials Lessee Initials TLL 2 REV DEN 12042014 Page 77 of 422 19. From time to time upon the written request of LESSEE, LESSOR shall have its lender(s) (if any) execute, acknowledge and deliver to LESSEE a subordination, non-disturbance and attornment agreement in a form reasonably acceptable to LESSEE. LESSOR and LESSEE shall countersign said agreement. 20. The parties hereto have each carefully reviewed this Lease and have agreed to each term set forth herein. No ambiguity is presumed to be construed against either party. IN WITNESS WHEREOF, the parties hereto have executed this Lease as of the day and year first above written. FOR LESSOR: CITY OF ROGERS MN FOR LESSEE: OUTFRONT Media LLC BY: BY: Title Title DATE: DATE: LESSOR’S MAILING ADDRESS: LESSEE’S MAILING ADDRESS: 22350 S Diamond Lake Rd Street Address 901 Marquette Ave S, Suite 600 Street Address Rogers City Minneapolis City MN 55374 State Zip MN 55402 State Zip 763 428 0915 Telephone Number 612-436-7190 Telephone Number Fax Number Lessor Initials Lessee Initials TLL 3 REV DEN 12042014 Page 78 of 422 EXHIBIT A Lessor Initials Lessee Initials TLL 4 REV DEN 12042014 Page 79 of 422 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. LESSOR ACKNOWLEDGEMENT STATE OF ) ) SS: COUNTY OF ) On before me, a Notary Public, personally appeared , who appeared to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s). or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature: Name: (Seal) LESSOR ACKNOWLEDGEMENT STATE OF ) ) SS: COUNTY OF ) On before me, a Notary Public, personally appeared , who appeared to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s). or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature: Name: (Seal) LESSEE ACKNOWLEDGEMENT STATE OF ) ) SS: COUNTY OF ) On before me, a Notary Public, personally appeared , who appeared to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s). or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature: Name: (Seal) TLL 5 PRE 6/15/16 Page 80 of 422 SHARED BILLBOARD REVENUE AGREEMENT THIS SHARED BILLBOARD REVENUE AGREEMENT is made and entered into this 26th day of May 2026 (“Effective Date”), by and between the City of Rogers, a Minnesota municipal corporation (the “City”) and Rouillard Family (the “Family”). RECITALS A. On March 20th, 1996, the City acquired certain property from the Family located at PID 15-120-23-23-0009 (the “Property”). B. The Property included two static billboards that were placed and were maintained and leased by Outfront Media as depicted in Exhibit A. C. The Property is not anticipated to be developed or sold from the City immediately nor in the foreseeable future due to the presence of wetlands, creeks, and other DNR waterways. D. Per terms of the original acquisition, the Family was granted approval via easement to continue to receive lease revenues from the two billboards located on the Property. E. On March 25th, 2025, the Family submitted a request to the City seeking to extend the duration of the easement or another form of approval for the Family to continue to receive all or a portion of the billboard lease revenues. F. Although the City Council did not agree to extend the easement, the City Council directed staff to seek an agreement with the Family and the billboard company to extend the lease for a term of five (5) additional years and share lease rent revenues with the Family. G. At the September 9th, 2025 meeting, the City Council reviewed a proposed lease and provided feedback to continue to negotiate the terms and structuring of the agreements. H. Following the meeting date and direction as listed in Recital G, a proposed lease between the City and Outfront Media was drafted and approved by the City Council at the May 26th meeting (the “Lease”). A copy of the Lease is attached to this Agreement in Exhibit B. I. The City seeks to enter into this Agreement with the Family for the sharing of the lease revenues over the five (5) year duration of the billboard lease. NOW, THEREFORE, the parties hereto agree as follows: 1) AMOUNT. The City and Family agree to split the billboard lease revenues on a equal basis of 50% of the annual revenues going to the City and 50% of the annual revenues going to the Family. Anticipated annual revenues are depicted in Exhibit C. RouillardSharedRevenueAgreement.v1 Page 81 of 422 2) TERM. The Term of this agreement shall be five (5) years from the date of this agreement. 3) PAYMENTS. Payments from the City to the Family shall only be made after the City has received the annual payment from the billboard company corresponding to the terms and details as defined in the Lease. The City will make payment to the Family within 30 days of receipt of payment from the Lease. All payments shall be made via check. 4) REQUIRED DOCUMENTS. Prior to the annual payment from the City to the Family, the Family shall furnish any documents required to make the payment including, but not limited to, a W9. 5) REAL ESTATE TAXES. The Property is currently tax-exempt and there is not a current property tax levied against the property. In the event there is a property tax levied against the Property, the Family and City shall share in the property tax amount with each party responsible for 50% of the total tax amount. 6) EARLY TERMINATION. In the event that the Lease is terminated prior to the expiration date as defined in the Lease, this Agreement shall be considered null and void. The City will provide written notice to the Family in the event the Lease and this Agreement are terminated. 7) EXTENSIONS. There shall be no extensions for this Agreement. 8) NOTICES. Any notices required herein shall be deemed given when sent in the U.S. Mail, either registered or certified, return receipt requested, or by Federal Express or other overnight delivery serve requiring a signature upon receipt, to the parties at the following addresses: CITY City of Rogers Attn: Steve Stahmer, City Administrator 22350 S Diamond Lake Road Rogers, MN 55374 FAMILY Gordon Rouillard Family Attn: Robbin Rouillard 606 3rd Ave NE Minneapolis, MN 55413 rrouillard@comcast.net 612-710-9938 9) PROPERTY RIGHTS. The Family acknowledges that the Family does not hold any current of future rights to the Property and this Agreement was entered into voluntarily by the City and Family following a request and consideration by the City Council. RouillardSharedRevenueAgreement.v1 Page 82 of 422 10) GOVERNING LAW. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. 11) ASSIGNMENT. The Family shall not have the right to assign its interest to this Agreement to an entity in which the Family is not a member of or otherwise affiliated with. Approved and written consent shall be required from the City prior to any assignment. 12) HEADINGS. The headings preceding the text of the sections and subsections hereof are inserted solely for convenience of reference and shall not constitute a part of this Agreement, nor shall they affect its meaning, construction, or effect. 13) COMPLETE AGREEMENT. This instrument and any exhibits, schedules, or addendums attached hereto contain the entire Agreement of the parties regarding the subject matter hereof, and supersedes all prior negotiations, agreements or understandings, whether oral, or in writing. This Agreement may not be changed orally but only by an Agreement in writing signed by the City and Family. 14) COUNTERPARTS. This Agreement may be executed in any number of counterparts, each of which shall constitute an original but all of which, taken together, shall constitute but one and the same instrument. 15) NO PARTNERSHIP OR JOINT VENTURE. Nothing in this Agreement shall be construed or interpreted as creating a partnership or joint venture between the City and Family relative to the Property. Remainder of this page intentionally left blank. RouillardSharedRevenueAgreement.v1 Page 83 of 422IN WITNESS WHEREOF, said parties hereby execute this Billboard Shared Revenue Agreement effective the date first above written. BUYER: ROUILLARD FAMILY By: ________________________________ Robbin Rouillard SELLER: City of Rogers By: ________________________________ Shannon Klick, Mayor By: ________________________________ Stacie Brown, City Clerk RouillardSharedRevenueAgreement.v1 Page 84 of 422 EXHIBIT A BILLBOARD DEPICTION PID # 15-120-23-23-0009 RouillardSharedRevenueAgreement.v1 Page 85 of 422 EXHIBIT B OUTFRONT LEASE TO BE INSERTED RouillardSharedRevenueAgreement.v1 Page 86 of 422 EXHIBIT C ANTICIPATED PAYMENTS YEAR TOTAL LEASE CITY SHARE FAMILY SHARE AMOUNT 2026 $60,000.00 $30,000.00 $30,000.00 2027 $61,200.00 $30,600.00 $30,600.00 2028 $62,424.00 $31,212.00 $31,212.00 2029 $63,672.50 $31,836.25 $31,836.25 2030 $64,945.93 $32,742.96 $32,472.96 RouillardSharedRevenueAgreement.v1 Page 87 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 5.14 Subject: Approval of Resolution 2026-52 Approving Final Plat for Edgewater Cove and Authorization for the Execution of Related Agreements Prepared By: Alec Henderson, City Planner Recommended Council Action Motion to approve Resolution No. 2026-52 approving the Final Plat for Edgewater Cove. Motion to authorize the execution of the Subdivision Agreement and Stormwater Maintenance Agreement for Edgewater Cove. Overview / Background / Analysis On January 27, 2026, the City Council approved the following actions related to the Edgewater Cove development by Pulte Homes of Minnesota, LLC: • Resolution No. 2026-03 – Comprehensive Plan Land Use Map Amendment, reguiding the subject property from Mixed Residential to Low Density Residential. • Ordinance No. 2026-01 – Rezoning of the subject property from Mixed Residential (R4) to Planned Unit Development (PUD) with a base zoning of R2, establishing the Master Development Plan and PUD district standards. • Resolution No. 2026-05 – Approval of the Preliminary Plat and Master Development Plan for Edgewater Cove, a 57-lot single-family residential development on approximately 18.7 gross acres located at the southeast corner of Industrial Boulevard and Edgewater Parkway (PID: 16-120-23-14- 0078). Pulte Homes has submitted a Final Plat application for Edgewater Cove. The Final Plat is consistent with the approved Preliminary Plat and Master Development Plan and conforms to the PUD standards established by Ordinance No. 2026-01. The plat includes 57 single-family lots and Outlot A, which will function as the development's stormwater management area and steep slopes preservation (ultimately owned and maintained by the city upon acceptance of public improvements. Construction plans have been reviewed by the City Engineer and are required to be consistent with City engineering standards prior to construction. Elm Creek Watershed Management Commission approval of the stormwater management and grading plan is a condition of approval. The Final Plat, Subdivision Agreement, Stormwater Maintenance Agreement, and required financial securities must all be executed prior to Page 88 of 422recording the plat. Staff Recommendation Staff recommends approving Resolution No. 2026-52, Approving the Final Plat for Edgewater Cove. Staff recommends authorizing the execution of the Subdivision Agreement and Stormwater Maintenance Agreement. Financial Impact: Not applicable. Source Fund: Not applicable. Budgeted? N/A Supporting Documentation A. Resolution_2026-52_Final_Plat_Edgewater_Cove B. Subdivision_Agreement_Edgewater_Cove_V1_5.20.26 C. Stormwater_Maintenance_Agreement_Edgewater_Cove_V1_5.20.26 D. EDGEWATER COVE Plat-032726 E. Edgewater Cove Construction Documents 3-27-2026-TITLE PAGE ONLY Page 89 of 422 RESOLUTION NO. 2026-52 A RESOLUTION GRANTING APPROVAL OF THE FINAL PLAT FOR EDGEWATER COVE WHEREAS, Pulte Homes of Minnesota, LLC (Developer), has requested from the City of Rogers Final Plat (Plat) approval for EDGEWATER COVE, as legally described in Exhibit A ("Subject Property") and depicted in Exhibit B; and, WHEREAS, the Developer intends to construct a 57-lot single-family residential subdivision located at the southeast corner of Industrial Boulevard and Edgewater Parkway; and, WHEREAS, this Plat includes infrastructure improvements to be constructed in accordance with the construction plans on file with the City, consisting of sewer main, water main, stormwater facilities, and streets related to the development of 57 single-family lots and Outlot A; and, WHEREAS, on January 27, 2026, the City Council approved Resolution No. 2026-05, approving the Preliminary Plat and Master Development Plan for Edgewater Cove; and, WHEREAS, the Subject Property is zoned Planned Unit Development (PUD) per Ordinance No. 2026-01 (approved in conjunction with the Preliminary Plat) and is guided as Low Density Residential in the Rogers 2040 Comprehensive Plan, as amended by Resolution No. 2026-03; and, WHEREAS, the Plat satisfies the PUD standards established by Ordinance No. 2026-01 and is consistent with the Preliminary Plat for EDGEWATER COVE as approved by the City Council on January 27, 2026. NOW THEREFORE, BE IT RESOLVED, BY THE CITY COUNCIL OF THE CITY OF ROGERS, MINNESOTA, that the Final Plat for EDGEWATER COVE is hereby approved as proposed by the Developer, and is conditioned upon the Developer complying with the plat opinion and completing revisions to the Plat as may be required by the City Attorney and conditioned upon the Developer revising the construction plans as may be required by the Public Works Director and City Engineer. BE IT FURTHER RESOLVED, the City of Rogers and Pulte Homes of Minnesota, LLC shall execute a Subdivision Agreement and Stormwater Maintenance Agreement for the Development, identifying the terms and conditions of the development and fees, escrows, and financial security obligations of the Developer, including payment of any existing assessments levied against the Subject Property. The Agreement shall be filed with Hennepin County for recording. BE IT FURTHER RESOLVED, the Final Plat shall not be released for recording until the Subdivision Agreement and Stormwater Maintenance Agreement is executed by both parties and all fees, escrows, financial security obligations, and assessments due with the Development are received by the City; recording of the Final Plat with the land records office of Hennepin County must occur within 30 days of its release by the City to Developer. 1 Page 90 of 422 Moved by Councilmember , seconded by Councilmember The following voted in favor of said resolution: The following voted against the same: The following abstained: Whereupon said resolution was declared duly passed and adopted, and was signed by the Mayor, and attested by the Clerk dated this _____ day of _________________, 2026. ____________________________________ Shannon Klick, Mayor ATTEST: _________________________________________ Stacie Brown, City Clerk 2 Page 91 of 422 EXHIBIT A EDGEWATER COVE LEGAL DESCRIPTIONS Existing Legal Description Outlot B, Edgewater Second Addition, according to the recorded plat thereof, Hennepin County, Minnesota; Less and Except that portion as conveyed in that certain Warranty Deed filed of record on November 1, 2023, as Document No. 11242623. Note: Property is Abstract. Proposed Legal Description All lots and blocks and outlots, EDGEWATER COVE, Hennepin County, Minnesota, according to the plat thereof. 3 Page 92 of 422 EXHIBIT B EDGEWATER COVE - FINAL PLAT 4 Page 93 of 4225 Page 94 of 422 6 Page 95 of 422 Abstract Property SUBDIVISION AGREEMENT EDGEWATER COVE THIS DEVELOPER'S AGREEMENT ("Agreement") is made this ______ day of _____________, 2026, by and between the City of Rogers, a municipal corporation under the laws of Minnesota ("City"), located at 22350 Diamond Lake Road, Rogers, Minnesota 55374, and Pulte Homes of Minnesota, LLC, a Minnesota limited liability company, located at 1650 W. 82nd St., Suite 300, Bloomington, MN 55431 ("Developer"). RECITALS A. The purpose of this Agreement is to set forth the general rights, obligations, and duties of the City and the Developer with respect to the development in the City of a residential subdivision, commonly known as EDGEWATER COVE. Each phase of the subdivision will enter into a separate agreement. B. This Subdivision Agreement applies to EDGEWATER COVE ("Development") which consists of approximately 18.7 gross acres described as, according to the recorded plat thereof ("Subject Property") and legally described as attached in Exhibit A. C. Development of the Subject Property consists of 57 total residential single-family lots and Outlot A. Development will occur consistent with the approved Master Development Plan. D. Pursuant to an approved Preliminary Plat and Master Development Plan for development of Edgewater Cove by Resolution No. 2025-05, adopted by the City Council January 27, 2026, and Final Plat for Edgewater Cove by Resolution No. 2026-52 on May 26, 2026 (collectively, the "City Approvals"). The terms and conditions of the City Approvals are incorporated into this Subdivision Agreement by reference. Development of the Property shall be in conformance with City Code, City Approvals, and this Subdivision Agreement. 1 Page 96 of 422 E. The City and the Developer now desire to enter into this Agreement setting forth certain requirements and obligations relating to the development of the Subject Property, including but not limited to the execution and recording of certain instruments. This Agreement replaces and supersedes any previous oral agreements, understandings, or previous negotiations between the parties in relation to the Subject Property. F. The City requires that the Developer perform work and install certain on- and off-site improvements within the Subject Property, which work and improvements typically consist of the grading and erosion control, public utilities (sewer, water, and storm sewer), streets, private utilities (gas, electric, and communications), sidewalks and trails, street signs and traffic control signs, lighting, boulevard landscaping, drainage swales, street cleaning, front yard trees, and wetland buffers, which improvements to the Subject Property shall be referred to herein as the "Improvements." AGREEMENT In consideration of each party's promise as set forth in this Agreement, it is mutually agreed as follows: ARTICLE ONE CONSTRUCTION OF IMPROVEMENTS; EASEMENTS & RIGHTS OF ENTRY 1.01. Developer Responsible. The Developer has submitted its plans and specifications for the Development to the City for the City's review and approval. Developer agrees to construct and pay for the Improvements required for development of the Subject Property, as described in plans and specifications approved by the City Engineer or designee ("Approved Plans"). For the purpose of this Agreement, the Approved Plans shall include the Grading, Erosion Control, Storm Water/SWPPP and Street and Utility Plan Sets, last revised date _______________, 2026. The Plans are under review and will be approved by the City Engineer prior to construction start as more specifically set forth in Exhibit C. The Improvements shall be constructed in accordance with City specifications and the Approved Plans. Prior to beginning construction, the Developer or the Developer's engineer shall submit a copy of the Approved Plans to the Public Works Director and shall schedule a preconstruction meeting with all concerned parties, including City staff and engineers to review the program for construction work. All labor and work will be in strict conformance with the Approved Plans. Any deviation from the Approved Plans must be preapproved in writing by the Public Works Director, which shall not be unreasonably withheld. Developer shall pay for Improvements which costs are estimated and listed in the attached Exhibit B. 1.02. Staking, Surveying, and Inspections. Developer must provide all required staking and surveying for the Improvements in order to ensure that the completed Improvements conform to the Approved Plans. The Developer will provide for construction inspection and material testing for the Improvements. The Developer shall instruct its engineer to provide full-time field inspection personnel in order for the Developer's engineer to be able to certify that the construction work meets the approved City standards as a condition of City acceptance. In addition, the City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The designated City inspectors must be notified and present to witness all utility tests. This includes watermain (hydrostatic testing, conductivity testing, disinfection testing), sanitary sewer (trace wire, leakage testing, deflection testing), and any other utility testing as deemed necessary by the City Engineer. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer and/or the Developer's engineer shall provide for on-site project 2 Page 97 of 422 management. The Developer's engineer is responsible for design changes and contract administration between the Developer and the Developer's contractor. The Developer or his or her engineer shall schedule a pre-construction meeting at a mutually agreeable time at City Hall with all parties concerned, including City staff, to review the program for the construction work. All labor and work shall be done and performed in the best and most workmanlike manner and in strict conformance with the approved plans and specifications. The Developer agrees to furnish to the City a list of contractors being considered for retention by the Developer for the performance of the work required by the contract. The Developer shall not do any work or furnish any materials not covered by the plans and specifications and special conditions of this contract, for which reimbursement is expected from the City, unless such work is first approved in writing by the City Engineer or designee. Costs incurred by the City for the additional inspection activities will be recovered through the Escrow described in Article Two and shall be calculated at 3% of the estimated cost of proposed public improvements, as shown in the attached Exhibit B. 1.03. Unsatisfactory Labor or Material. The Public Works Director shall not reject as defective and/or unsuitable any material or labor delivered consistent with the Approved Plans. In the event that the Public Works Director reasonably rejects as defective or unsuitable material, then such material must be removed and replaced with approved material at the sole cost and expense of the Developer. In the event the Public Works Director reasonably rejects as defective or unsuitable any material supplied by the Developer, then the labor must be completed again to the specifications and approval of the Public Works Director at the sole cost and expense of the Developer. 1.04. Records. Upon request by the Public Works Director, Developer will provide requested copies of bids, change orders, suppliers, subcontractors, or related matters, relating to the Improvements. 1.05. Time of Performance. The Developer shall install all required public improvements by November 31, 2027, with the exception of the final wear course of asphalt on streets. Failure to perform may result in the City drawing upon the Developer's financial guarantees. The Developer may, however, request an extension of time from the City. If an extension is granted, it will be conditioned upon updating security posted by the Developer to reflect cost increases and the extended completion date. Final wear course placement will be allowed in a new housing development only after one freeze-thaw cycle and after a certificate of occupancy has been issued for 75% of the dwelling units. An inspection of the roadway will be performed by the City Engineer or designee prior to wear course placement. From this inspection, any deficiencies or damage to the street, sidewalk, and curb will be noted and will need to be corrected prior to the placement of the wear course. 1.06. Final Inspection/Acceptance. Upon completion of the Improvements and any work required following inspection(s) by the Public Works Director, the Public Works Director and the Developer's contractor and/or engineer will promptly make a final inspection of the Improvements to determine that the Improvements were installed pursuant to the Approved Plans. Before final payment is made to the contractor by the Developer, the Public Works Director shall be satisfied that all work is satisfactorily completed in accordance with the Approved Plans, and the Developer's engineer shall submit a written statement attesting to the same. Final approval and acceptance of the Development and Improvements shall be in writing from the City to Developer ("Final Approval"), and shall include acceptance of any Improvements which are to be transferred to the City. 1.07. As-Built Plans. Upon completion of the Improvements, the Developer shall provide the City with: (i) a full set of as-built plans in a digital PDF and AutoCAD .DWG format, and (ii) an as-built survey in 3 Page 98 of 422AutoCAD .DWG format for City records in accordance with the City's most recent Engineering Guidelines. Utility profiles are not required to be included in the as-built plans. 1.08. Maintenance Bond. The Developer and/or its contractor shall be required to furnish the City a two (2) year maintenance bond guaranteeing the Improvements that are transferred to the City. The maintenance bond shall be provided to the City upon final inspection and acceptance of said Improvements. 1.09. Landscaping Bond. The Developer shall be required to furnish the City a two (2) year warranty bond or letter of credit guaranteeing the landscaping work in the amount of the landscaping improvement associated with this phase of the development. The landscaping bond shall be provided to the City and commence upon final inspection and acceptance of said landscaping improvements. 1.10. Maintenance of Public Property. Developer agrees to assume full financial responsibility for any damage which may occur to public property with the development of the Subject Property, including, but not limited to, streets, street sub-base, base, bituminous surface, curb, and utility system including, but not limited to, water main, sanitary sewer, or storm sewer when said damage occurs as a result of the activity which takes place during the development of the Subject Property by the Developer, its contractors, subcontractors, or assigns. The Developer further agrees to pay all costs required to repair the streets or utility systems, or both, damaged or cluttered with debris when occurring as a direct or indirect result of the construction that takes place by said Developer, its contractors or subcontractors or assigns during the course of the Development. In the event the Developer fails to maintain or repair the damaged public property within a reasonable period after receipt of written notice of the nature of the default or damage, but not to exceed 14 days, the City may undertake making or causing it to be repaired or maintained. The City may draw down on the escrow, Letter of Credit, or any other cash deposits made by Developer to pay such costs, if Developer fails to complete the repairs. 1.11. Maintenance of Improvements. Developer shall be responsible for all maintenance, upkeep, and repair (including, but not limited to, snow plowing, mowing, weed control, and grading) of the Improvements until issuance of the Final Approval. Developer shall remain responsible for all maintenance and upkeep of Improvements that are not transferred to the City. Developer hereby agrees to indemnify and hold the City harmless from any and all claims for damages of any nature whatsoever arising out of Developer's acts or omissions in performing the obligations imposed upon Developer by this paragraph. 1.12. Street Maintenance During Construction. The Developer shall be responsible for all street maintenance until the streets are accepted by the City. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on same and to direct attention to detours. If and when streets become impassable, such streets shall be barricaded and closed. In the event residences are occupied prior to completing streets, the Developer shall maintain a smooth surface and provide proper surface drainage to ensure that the streets are passable to traffic and emergency vehicles. The Developer shall be responsible for keeping streets within and without the subdivision swept clean of dirt and debris that may spill, track, or wash onto the street from the Developer's operation. The Developer may request, in writing, that the City keep the streets open during the winter months by plowing snow from the streets prior to final acceptance of said streets if all of the following conditions are met and verified by the City by October 1st: a. the street has concrete curb and is paved with first lift of asphalt; 4 Page 99 of 422 b. at least one house on the street is occupied; and c. all manholes and valve boxes (iron) are set below the paved surface so as not to cause damage to snow removal equipment. If any one of these conditions is not met by October 1st, snow removal for the entire season will be the responsibility of the Developer. If the conditions are not met, the Developer shall be responsible for plowing all streets within the development in accordance with the City's Snow Removal Policy and shall be completed within 12 hours after snowfall has ended. If the Developer does not comply with the policy or if the streets are not plowed within the specified time, the City will plow the streets and bill the Developer plus a penalty of $500 each time the City plows the streets. If the Developer does not reimburse the City for any costs the City incurred for such work within ten days, the City may draw down the security to pay any costs. The City shall not be responsible for repairing damage in the development because of snow plowing operations. 1.13. Demolition. The Developer shall obtain all required permits and approvals and thereafter remove any existing structures on the Subject Property prior to commencement of the Improvements. 1.14. Easement to the Developer. The City, at no charge to Developer, grants to the Developer a Temporary Construction Easement ("Easement") over, under, and across the rights-of-way dedicated to the public in the Edgewater Cove Final Plat for purpose of construction of the Improvements. The Easement will commence with the filing of this Agreement with Hennepin County, and shall terminate upon the City's issuance of the Final Approval. 1.15. Easement to the City. The Developer grants to the City, its agents, representatives, employees, officers, and contractors, a right of entry to access all areas of the Subject Property to perform any and all work and inspections necessary or deemed appropriate by the City or to take any corrective actions deemed necessary by the City in conjunction with this Agreement. The right of entry conveyed by the Developer to the City shall continue until the City's issuance of the Final Approval. The City will provide the Developer with reasonable notice prior to exercising its rights hereunder, except in the case of an emergency. ARTICLE TWO FINANCIAL GUARANTY & REQUIRED PAYMENTS 2.01. Development Costs. All fees and costs as further set out in Exhibit B must be paid in full to the City prior to the delivery of the Final Plat to Developer for recording. 2.02. Financial Guaranty, Improvements. Prior to commencement of construction of the Improvements, the Developer will furnish the City an irrevocable Letter of Credit or cash escrow deposit equal to 125 percent of non-public Improvements and 150 percent of the Improvements to be dedicated to the City (collectively referred to hereinafter as "Security"), approved by the City Attorney, in the amount as set forth in Exhibit B. If by Letter of Credit, the Security must contain a provision that prohibits the issuer or surety from terminating the Security without first giving 45 days' written notice to the City of the proposed termination or expiration of the Security. In the event the Security provided by Developer does not conform with the requirements of this Section, then the Developer, following notice from the City, shall provide a substitute Security. Failure of the Developer to post a substitute Security within five (5) business days after notice by the City shall constitute a default that shall be grounds for drawing on the 5 Page 100 of 422 Security. The City Administrator may grant a reduction in the Security upon written request by the Developer based upon the value of the completed work at the time of the requested reduction. The Security may not be reduced to less than 10 percent of the original amount until all work required of the Developer by this Agreement has been completed and accepted by the City. The Security shall be released upon the City's issuance of the Final Approval. Upon failure of the Developer to complete the Improvements in accordance with this Agreement or otherwise perform under this Agreement, the City may declare the Developer to be in default and the amount of the Security shall be paid over to the City. From the proceeds of the Security, the City shall be reimbursed for any attorneys' fees, engineering fees, or other technical or professional assistance, including the work of City staff and employees, and the remainder thereof shall be used by the City to complete the Improvements. The Developer shall be liable to the City to the extent that the Security is inadequate to reimburse the City its costs and pay for the completion of the work. The Security provided by Developer in the form of a Letter of Credit shall comply with the City's Letter of Credit policy, which Developer hereby acknowledges receipt of a copy thereof. Reduction Release* 50-percent after rough grading and soil stabilization, 90-percent Project completion and removal Site grading and erosion control after testing, inspection, of erosion control acceptance and approval of submitted as-builts Value of the completed After testing, inspection, work at the time of the Watermain improvements acceptance and approval of requested reduction (not to submitted as-builts exceed 90-percent) Value of the completed After testing, inspection, work at the time of the Sanitary sewer improvements acceptance and approval of requested reduction (not to submitted as-builts exceed 90-percent) Value of the completed After functionality is observed work at the time of the by city staff, inspection, Stormwater management facilities requested reduction (not to acceptance and approval of exceed 90-percent) submitted as-builts 75-percent after first lift Street improvements installed and all curbing After acceptance installed and backfilled 75-percent after first lift Parking lot improvements installed and all curbing Project completion installed and backfilled Value of the completed work at the time of the Sidewalk/trail improvements After acceptance requested reduction (not to exceed 90-percent) Value of the completed work at the time of the Wetland and buffer restoration Restoration complete requested reduction (not to exceed 90-percent) 1/5th at submittal of each Wetland monitoring After 5 years of annual reports annual report 6 Page 101 of 422 20-percent after full After one full growing season Landscaping and tree mitigation installation following installation Project completion and land surveyor certifies that all irons Subdivision iron monuments have been set following site grading and utility and street construction 2.03. Escrow. The Developer shall submit an Escrow Receipt Form and escrow for the Development as required by Exhibit B ("Escrow"). This Escrow is to be used by City staff to charge costs of services or materials in connection with activities required under this Agreement as set forth on the attached Exhibit B. If, at any time prior to completion of the development contract administration process, the balance in the Escrow is depleted to less than 10 percent of the originally required Escrow amount, the Developer shall deposit additional funds in the cash escrow account as determined by the City. Developer shall pay additional escrow as reasonably determined by the City within 10 days of written demand. Failure to make payment of the additional escrow amount will permit the City to supplement those amounts from the Security or to issue the Developer a stop work order. A new Escrow Receipt Form must be completed when replenishing the escrow and to ensure that contact information on the new Escrow Receipt Form is the same as the original escrow form. The City shall return the unused escrow balance to the Developer no sooner than six (6) months after the acceptance of the Improvements by the City at the contact information provided on the Escrow Receipt Form(s). ARTICLE THREE OTHER REQUIREMENTS 3.01. Indemnification. Notwithstanding anything to the contrary in this Agreement, the City, its officials, agents, and employees shall not be personally liable or responsible in any manner to the Developer, the Developer's contractor or subcontractor, material suppliers, laborers, or to any other person or persons and Developer shall hold the City, its officials, agents, and employees harmless from any claim, demand, damages, actions, or causes of action of any kind or character, including the costs, disbursements, and expenses of defending the same, which costs may include but are not limited to attorneys' fees, consulting engineering services, and other technical or professional assistance arising from or related to this Agreement, Developer's performance or non-performance under this Agreement, or the completion of or failure to complete the work required by this Agreement. The Developer further agrees that it will indemnify, defend, and hold harmless the City and its governing body members, officers, and employees, from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the Subject Property, except to the extent caused by the acts or omissions of the City. Nothing in this section will be construed to limit or affect any limitations on liability of the City under State or federal law, including without limitation Minnesota Statutes Sections 466.04 and 604.02. 3.02. Insurance. The Developer must keep the insurance in force at all times that construction on the Development is in progress. The insurance must name the City as an additional insured. The Developer shall furnish proof of insurance acceptable to the City, covering any public liability or property damage by reason of the operation of the Developer's equipment, laborers, and hazard caused by the Improvements, and include at least the following: a. Comprehensive general liability insurance (including operations, contingent liability, operations of subcontractors, completed operations, and contractual liability insurance) together with an Owner's Contractor's Policy with limits against bodily injury, including death, and property 7 Page 102 of 422 damage (to include, but not be limited to, damages caused by erosion or flooding) which may arise out of Developer's work or the work of any of its subcontractors. The exclusion for underground collapse shall be removed. b. Limits for bodily injury or death shall not be less than $500,000.00 for one person and $1,500,000.00 for each occurrence; limits for property damage shall not be less than $2,000,000.00 for each occurrence. c. Worker's compensation insurance, with statutory coverage, if applicable. d. Developer shall file a Certificate of Insurance with the City Clerk prior to commencing site grading. The Certificate shall bear the following wording: "Should any of the above policies be canceled or terminated before the expiration thereof, the issuing company shall give thirty (30) days written notice of cancellation or termination to the Certificate Holder." 3.03. Private Easements. Developer shall provide to the City evidence of all executed private easements between the Developer and adjacent property owner(s). Private easements shall be recorded with Hennepin County; a copy of said recording shall be provided to the City with a copy of the private easement. 3.04. Building Permits and Occupancy. Building permits shall only be issued upon execution of this Agreement by the City and Developer, all amounts due and securities required under this Agreement are paid to the City, the Final Plat is recorded and a receipt of said recording is provided to the City, and the streets (including curb and gutter installation) needed for access to lots where permits are requested are paved with the base course of bituminous, and the sewer and water service utilities are tested and approved by the City Engineer or designee. Prior to recording of the Final Plat, permits for grading and erosion control may be issued in conjunction with an approved grading permit and payment of the required Security and Escrow by Developer to the City as identified in Exhibit B. The Developer may apply for building permits to construct up to two model homes prior to the completion of the public roads serving the development. Model home sites must be approved by the City Planner and may be no greater than 350 feet from a paved bituminous road. Developer shall maintain access for vehicle traffic and parking during construction of the model homes and access for emergency personnel and equipment, as determined by the City. No occupancy of any newly constructed building in said Final Plat shall occur until the base course of bituminous is in place and a certificate of occupancy has been issued by the City Building Official. The Developer shall use the model home only for real estate sales purposes and no other purposes. 3.05. Underground Utilities. The Developer shall contact the electric, telephone, gas, and cable companies that are authorized to provide service to the Subject Property for the purpose of ascertaining whether any of those utility providers intend to install underground lines within the Development. The placement of private underground utilities shall be designed and constructed according to City standards and specifications, and coordinated with the placement of public underground utilities. Underground utility plans shall be reviewed and approved by the Public Works Director. Any costs associated with the installation of underground utilities required by the utility companies shall be solely borne by the Developer. The Developer agrees to comply with applicable requirements of franchise ordinances in effect in the City, copies of which are available from the City Clerk. 3.06. Street Cleaning. Developer shall contract with a street cleaning firm to provide street cleaning services within and immediately adjacent to the Property. A copy of said contract shall be submitted to and approved by the City prior to the issuance of a grading permit. This contract shall name City as an 8 Page 103 of 422 authorized agent to order street cleaning services as City deems necessary. The cost of street cleaning under the contract shall be paid for by Developer. During development of the Property, the Developer shall clean dirt and debris from streets adjoining or within its development on a weekly basis that has resulted from construction work by the Developer, its contractors, subcontractors, agents, or assigns. After 24 hours' telephone notice to the Developer's owner's representative, the City may complete or contract to complete the clean-up at the Developer's expense. The City may draw down on the Escrow or Security to pay such costs. 3.07. Construction Hours; Noise; Dust. Developer will comply with all requirements of the City pertaining to the hours and days during which construction activities may take place. Unless otherwise approved in writing by the City Administrator, construction hours shall be 7:00 a.m. to 7:00 p.m. Monday through Friday and 9:00 a.m. to 5:00 p.m. on Saturday, and upon request, due to construction delays out of the Developer's control, extended Saturday hours and Sunday hours established by the City Administrator. The Developer shall not be permitted to work on construction of the Improvements on holidays, except in the case of emergencies. The Developer shall provide dust control to the satisfaction of the City Engineer. 3.08. Lighting. The Developer shall be financially responsible for the cost of street lighting (Lighting Plan) for the Development. The Lighting Plan shall be designed and constructed according to City standards and specifications. The Developer shall submit a final Lighting Plan for review and approval to the Public Works Director prior to commencing construction. 3.09. Erosion Control. Developer shall be responsible for compliance with an approved erosion control plan. The Developer will be given telephone notice when an unsatisfactory condition exists that is determined to be a Developer's responsibility. Work to correct said unsatisfactory condition shall commence within 72 hours from the time of the telephone notice to Developer's owner's representative. If work is not commenced within 72 hours of said telephone notice, City will proceed to do the required work at the expense of the Developer. If it is determined that the unsatisfactory condition could result in degradation of downstream water quality, Developer shall, upon telephone notice, immediately proceed to correct said unsatisfactory condition. If Developer does not, within the stated time period, respond to said unsatisfactory condition, City has the right to enter upon the Subject Property and correct said condition. City shall be entitled to reimbursement and may draw on the Escrow or Security to cover its costs and expenses including, but not limited to, legal, fiscal, and engineering related to correction of the condition. 3.10. Other Approvals. In addition to the City Approvals, other governmental agencies have reviewed and approved components of the Plans, if required. It is the responsibility of the Developer to ensure that all permits from appropriate governmental agencies are received prior to beginning construction of any Improvements. 3.11. Final Plat. The Developer shall record the Final Plat for Edgewater Cove in the land records office for Hennepin County, Minnesota within 30 days of its release by the City to the Developer. Developer shall provide a copy of said recording to the City. 3.12. Additional Work or Materials. All Improvements the Developer is required to complete pursuant to this Agreement shall be designed and constructed according to City standards and specifications and completed at no expense to the City, including, without limitation, any reimbursement by the City for work paid for by the Developer. The Developer agrees that it will make no claim for compensation for work or materials so done or furnished. 9 Page 104 of 422 3.13. Miscellaneous Obligations. Developer shall comply with the terms and conditions set forth in this Agreement and following ordinances and resolutions pertaining to the Development: Ordinance No. 2026-01, Resolution No. 2026-03, Resolution No. 2026-05, and Resolution No. 2026-___. The Developer shall be responsible for maintaining Outlot A as a stormwater management facility in accordance with the Stormwater Maintenance Agreement until final acceptance of public utilities. After final acceptance, the Developer shall convey Outlot A to the City. 3.14. Homeowners Association Obligations. The Homeowners Association (HOA) will maintain landscaping and any irrigation improvements required by the Approved Plans. The Developer shall provide a copy of the HOA bylaws for providing said maintenance for approval by the City. 3.15. Special Provisions. The following special provisions shall apply to the development: A. The Developer must obtain a sign permit from the City building official prior to installation of any subdivision identification signs. B. The Developer shall supply a complete set of the approved construction plans in an AutoCAD .DWG electronic file format before the preconstruction conference. C. The Developer shall include the "City of Rogers Standard Details and Specifications" (all applicable sections) in the contract documents of their improvement project. D. Additional Special Provisions: 1. Encroachment agreements will be required for retaining walls in a drainage and utility easement. 2. Encroachment agreements will be required for monument signs proposed in drainage and utility easements. 3. No retaining walls are permitted in trail easements. 4. All retaining walls over four feet shall require issuance of a building permit and a three-foot fence installed on top of the wall. 5. Obtain all required Hennepin County right-of-way construction permits. 6. Obtain all Elm Creek Watershed Management Commission approvals. 7. Obtain MDH, MPCA, and MCES permits. 8. All development shall conform to the PUD standards established by Ordinance No. 2026-01. ARTICLE FOUR DEFAULT AND REMEDIES 4.01. Default by Developer. In the event of default by the Developer as to any of the work to be completed by the Developer, its successors or assigns, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than 72 hours in advance, and does not, within that 72-hour period, diligently proceed to remedy such default. In the event of such unremedied default, the City may immediately bring legal action against the Developer and/or draw upon the Security. In addition to its other remedies provided herein, the City may levy the cost in whole or in part as a special assessment against the Subject Property. Developer waives its rights to notice of hearing and hearing on such assessments and its right to appeal such assessments pursuant to Minnesota Statutes Section 429.081. 10 Page 105 of 422 4.02. Complete Improvements - Right of Entry. In addition to the City's other remedies under this Agreement, if the Developer's breach involves failure to complete the Improvements, the City is hereby authorized, at its option, following 30 days written notice to Developer, to enter on to all portions of the Subject Property it deems necessary to complete the installation of any or all of the Improvements to which the default relates. 4.03. Denial of Permits. Breach of any term of this Agreement by the Developer or failure to comply with City ordinances shall be grounds for denial of building or occupancy permits for buildings within the Final Plat until such breach is corrected by the Developer. 4.04. Rights Cumulative. No remedy conferred in this Agreement is intended to be exclusive and each shall be cumulative and shall be in addition to every other remedy. The election of any one or more remedies shall not constitute a waiver of any other remedy. 4.05. Attorney Fees. The Developer will pay the City's costs and expenses, including attorneys' fees, in the event a suit or action is brought to enforce the terms of this Agreement or in the event an action is brought upon a bond or letter of credit furnished by the Developer as provided herein. ARTICLE FIVE MISCELLANEOUS PROVISIONS 5.01. Amendment. Any amendment to this Agreement must be in writing and signed by both parties. 5.02. Assignment. The Developer may not transfer or assign any of its obligations under this Agreement without the prior written consent of the City, which shall not be unreasonably withheld. 5.03. Agreement to Run with Land. The Developer agrees to record this Agreement among the land records of Hennepin County, Minnesota contemporaneously with recording the Final Plat of Edgewater Cove and corresponding Final Plat Resolution No. 2026-___. The provisions of this Agreement shall run with the land and be binding upon the Developer and its successors in interest. Notwithstanding the foregoing, no conveyance of the Subject Property or any part thereof shall relieve the Developer of its personal liability for full performance of this Agreement unless the City expressly so releases the Developer in writing. 5.04. Release. Upon completion of Improvements, the City's issuance of the Final Approval, and satisfaction of all of the Developer's obligations under this Agreement, which shall be evidenced by the expiration of the maintenance bond required by Section 1.08 of this Agreement, the City agrees to execute a Certificate of Completion or other recordable instrument releasing the Subject Property from the terms of this Agreement. 5.05. Severability. The provisions of this Agreement are severable, and in the event that any provision of this Agreement is found invalid, the remaining provisions shall remain in full force and effect. 5.06. Notices. All notices, certificates, or other communications required to be given to City or Developer hereunder shall be deemed given (i) on the same day if personally delivered, (ii) one (1) day after being deposited with a nationally recognized overnight air courier, or (iii) two (2) business days after 11 Page 106 of 422 mailing by certified or registered mail, return receipt requested, with postage fully pre-paid and addressed as follows: CITY: City of Rogers 22350 South Diamond Lake Road Rogers, MN 55374 Telephone: (763) 428-2253 Attn: Steve Stahmer, City Administrator DEVELOPER: Pulte Homes of Minnesota, LLC 1650 W 82nd St, Suite 300, Bloomington, MN 55431 Attn: Chad Onsgard, VP of Land Development The City and Developer, by notice given hereunder, may designate different addresses to which subsequent notice, certificates, or other communications should be sent. 5.07. No Third-Party Beneficiary. This Agreement and any financial guarantees required pursuant to its terms are not intended for the benefit of any third party. 5.08. Consent. The Developer represents and warrants that there are no other persons or entities with interests in the Property, except the interest of a mortgagee, if required. The consent of such mortgagee is attached hereto as Exhibit D. 5.09. Applicable Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. The Developer agrees to comply with all laws, ordinances, and regulations of Minnesota and the City that are applicable to the Subject Property. 5.10. Counterparts. This Agreement may be executed simultaneously in any number of counterparts, each of which shall be an original and shall constitute one and the same Agreement. 5.11. Non-waiver. Each right, power, or remedy conferred upon the City or the Developer by this Agreement is cumulative and in addition to every other right, power, or remedy, express or implied, now or hereafter arising, or available to the City or the Developer at law or in equity, or under any other agreement. 5.12. Supersedes and Replaces. The parties understand and agree that this Agreement supersedes and replaces all oral agreements, previous development agreements, and negotiations between the parties in relation thereto. 12 Page 107 of 422[This page intentionally left blank.] 13 Page 108 of 422 IN WITNESS OF THE ABOVE, the duly authorized representatives of the parties have caused this Agreement to be executed in duplicate on the date and year written above. PULTE HOMES OF MINNESOTA, LLC ______________________________ Chad Onsgard Its VP of Land Development STATE OF MINNESOTA ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _____ day of _______________ 2026, by Chad Onsgard, VP of Land Development of Pulte Homes of Minnesota, LLC, a Minnesota limited liability company, on behalf of the company. ____________________________________ Notary Public 14 Page 109 of 422 CITY OF ROGERS Shannon Klick Its Mayor Stacie Brown Its City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of _______________, 2026 by Shannon Klick and by Stacie Brown, the Mayor and City Clerk, respectively, of the City of Rogers, a Minnesota municipal corporation, on behalf of the corporation. ____________________________________ Notary Public THIS INSTRUMENT WAS DRAFTED BY: City of Rogers 22350 South Diamond Lake Road Rogers MN 55374 (763) 428-2253 15 Page 110 of 422 EXHIBIT A LEGAL DESCRIPTION OF THE PROPERTY Existing Legal Description Outlot B, Edgewater Second Addition, according to the recorded plat thereof, Hennepin County, Minnesota; Less and Except that portion as conveyed in that certain Warranty Deed filed of record on November 1, 2023, as Document No. 11242623. Note: Property is Abstract. Proposed Legal Description (Final Plat) All lots and blocks and outlots, EDGEWATER COVE, Hennepin County, Minnesota, according to the plat thereof. 16 Page 111 of 422 EXHIBIT B FEES, IMPROVEMENT COSTS & FINANCIAL SECURITIES 2026 EXHIBIT B EDGEWATER COVE DEVELOPMENT INFORMATION Acres (Net) 26.85 Units 57.00 Lots (57Units + 1 Outlot) 58.00 PER SECTION 1: PLATTING FEES OWED (CREDITS) COST ACRE/UNIT/LOT AMOUNT DUE NOTES Water Trunk $ 3,000.00 Per Acre $ 80,550.00 Sanitary Sewer Trunk $ 2,600.00 Per Acre $ 69,810.00 Storm Sewer Trunk $ 2,400.00 Per Acre $ 64,440.00 Park Dedication $ 6,000.00 Per Unit $ 342,000.00 Subdivision GIS Data Entry Fee $ 50.00 Per Acre $ 1,342.50 Lot Origination Fee $ 350.00 Per Lot $ 20,300.00 Subtotal Platting Fees $ 578,442.50 Total Platting Fees $ 578,442.50 SECTION 2: ADMINISTRATIVE AND DEVELOPMENT RELATED COSTS AMOUNT DUE NOTES Administrative $ 46,854.00 3% of Construction - Public Improvements Total Administrative and Development Related Costs $ 46,854.00 LETTER OF SECTION 3: IMPROVEMENT COSTS CREDIT ESCROW NOTES Engineering - Onsite Field Inspection $ 80,812.00 3% of Total Improvements - Engineering Legal $ 2,500.00 City Attorney - Contract Planning $ 4,000.00 City Planner Non-Public Improvements Landscaping $ 57,000.00 Construction - Site (Grading & Erosion Control) $ 1,074,921.00 Public Improvements Dedicated to the City Construction - Road Improvements $ 588,882.00 Construction - Utility Improvements (Storm Sewer) $ 416,212.00 Construction - Utility Improvements (Water Main) $ 297,357.00 Construction - Utility Improvements (Sanitary Sewer ) $ 259,348.00 Total Improvement Costs $ 1,618,799.00 $ 87,312.00 LETTER OF SECTION 4: LOC / ESCROW / FEES REQUIRED CREDIT FEES/ ESCROW NOTES Escrow Section 1: Platting Fees $ 578,442.50 Section 2: Administrative Fees $ 46,854.00 Section 3: Cash Escrow $ 96,043.00 110% of Cash Escrow Subtotal Security 125% Non Public Improvements / 150% Section 3: Letter of Credit $ 3,757,600.00 Improvements Dedicated to City Total Letter of Credit and Cash Required $ 3,757,600.00 $ 721,339.50 17 Page 112 of 422 EXHIBIT C PLANS UNDER REVIEW (TITLE SHEET) 18 Page 113 of 422 EXHIBIT D CONSENT ___________ ("Bank") holds a mortgage encumbering the Property. The Property is subject to the foregoing Developer's Agreement and, accordingly, Bank hereby consents to the Developer's Agreement; provided, that in doing so, Bank shall not be liable to the City or any other person for the performance or non-performance of the Agreement by the Developer; provided further, that in the event that Bank acquires fee title to the Property by foreclosure or sale in lieu of foreclosure, Bank shall not be required to perform any of the obligations required of the Developer in said Agreement during the Bank's term of ownership so long as Bank is actively marketing the Property for sale and maintaining the Property in compliance with applicable ordinances. ____________________________________ Dated: _______________________, 20__ By: __________________________________ Its: __________________________________ ACKNOWLEDGEMENT FOR BANK STATE OF MINNESOTA ) ) ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this ______ day of __________, 2026, by __________________, the ____________________ of __________________________, a _________________ under the laws of ________________, on behalf of the _________. ______________________________ Notary Public [Developer to provide the required consents] 19 Page 114 of 422 STORMWATER MAINTENANCE AGREEMENT EDGEWATER COVE THIS AGREEMENT is made this ___ day of ____, 2026 by and between the City of Rogers, a municipal corporation under the laws of Minnesota ("City"), located at 22350 S. Diamond Lake Rd., Rogers, Minnesota 55374, and Pulte Homes of Minnesota, LLC, a Minnesota limited liability company, located at 1650 W. 82nd St., Suite 300, Bloomington, MN 55431 ("Developer"). RECITALS A. This Stormwater Maintenance Agreement applies to EDGEWATER COVE ("Development") which consists of approximately 18.7 gross acres and is described as EDGEWATER COVE, according to the recorded plat thereof ("Subject Property") and legally described as attached in Exhibit A. B. The Developer is the fee title owner of the Subject Property. C. The City Council approved the Preliminary Plat and Master Development Plan for EDGEWATER COVE, a 57-lot single-family residential development ("Development") by Resolution No. 2026-05 on January 27, 2026. The Final Plat for EDGEWATER COVE was approved by Resolution No. 2026-52 on May 26, 2026 (collectively, "City Approvals"). The City Engineer will approve the Grading and Utility Plans prior to construction. D. The Developer intends to construct within the Drainage and Utility Easement area ("Easement Area"), as described in Exhibit B and illustrated in the Final Plat document, certain stormwater improvements ("Stormwater Improvements") as depicted in Exhibit C for the benefit of the Subject Property. E. The City has entered into an agreement with the Developer for the construction and maintenance of the Stormwater Improvements. F. The Elm Creek Watershed Management Commission requires permanent provisions for handling of storm runoff, including provisions for operation and maintenance of all stormwater runoff facilities and ponds, and such provisions are to be set forth in an agreement to be recorded in the real estate records. G. The City and the Developer intend to comply with certain conditions, including entering into a maintenance agreement regarding the Stormwater Improvements. H. In consideration of the mutual covenants of the parties set forth herein and other valuable consideration, the City and the Developer now desire to enter into this Stormwater Maintenance Agreement ("Agreement") setting forth certain requirements and obligations relating to the Stormwater Improvements of the Subject Property. AGREEMENT 1. Maintenance of the Stormwater Improvements. The Developer and its successors or assigns as fee owner of the Property shall be responsible for maintaining the Stormwater Improvements and for observing all drainage laws governing the operation and maintenance of the 1 Page 115 of 422 Stormwater Improvements. The Developer shall inspect Stormwater Improvements as scheduled in Exhibit D. The Developer shall make all such scheduled inspections, keep record of all inspections and maintenance activities, and submit such records annually to the City. The cost of all inspections and maintenance, including skimming and cleaning of the Stormwater Improvements, shall be the obligation of the Developer and its successors or assigns as the fee owner of the Property. 2. City's Maintenance Rights. The City may maintain the Stormwater Improvements, as provided in this paragraph, if the City reasonably believes that the Developer or its successors or assigns has failed to maintain the Stormwater Improvements in accordance with applicable drainage laws and other requirements and such failure continues for 60 days after the City gives the Developer written notice of such failure. The Developer shall accept and adequately maintain and inspect the stormwater management facilities located within the City of Rogers drainage and utility easements. This includes all pipes and ditches built to convey stormwater to the facility, as well as structures, improvements, and vegetation provided to control the quantity and quality of the stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The City's notice shall specifically state which maintenance tasks are to be performed. If the Developer does not complete the maintenance tasks within 60 days after such notice is given by the City, the City shall have the right to enter upon the Easement Area to perform such maintenance tasks. In such case, the City shall send an invoice of its reasonable maintenance costs to the Developer or its successors or assigns, which shall include all staff time, engineering and legal and other costs and expenses incurred by the City. If the Developer or its assigns fails to reimburse the City for its costs and expenses in maintaining the Stormwater Improvements within 30 days of receipt of an invoice for such costs, the City shall have the right to assess the full cost thereof against all of the lots within the Property. The Developer, on behalf of itself and its successors and assigns, acknowledges that the maintenance work performed by the City regarding the Stormwater Improvements benefits the lots in the Property in an amount which exceeds the assessment and hereby waives any right to hearing or notice and the right to appeal the assessments otherwise provided by Minnesota Statutes Chapter 429. Notwithstanding the foregoing, in the event of an emergency, as determined by the City Engineer, the 60-day notice requirement to the Developer for failure to perform maintenance tasks shall be and hereby is waived in its entirety by the Developer, and the Developer shall reimburse the City and be subject to assessment for any expense so incurred by the City in the same manner as if written notice as described above had been given. 3. Hold Harmless. The Developer hereby agrees to indemnify and hold harmless the City and its agents and employees against any and all claims, demands, losses, damages, and expenses (including reasonable attorneys' fees) arising out of or resulting from the Developer's or the Developer's agents' or employees' negligent or intentional acts, or any violation of any safety law, regulation, or code in the performance of this Agreement, without regard to any inspection or review made or not made by the City, its agents or employees or failure by the City, its agents or employees to take any other prudent precautions. In the event the City, upon the failure of the Developer to comply with any conditions of this Agreement, performs said conditions pursuant to its authority in this Agreement, the Developer shall indemnify and hold harmless the City, its employees, agents, and representatives for its own negligent acts in the performance of the Developer's required work under this Agreement, but this indemnification shall not extend to intentional or grossly negligent acts. 2 Page 116 of 4224. Costs of Enforcement. The Developer agrees to reimburse the City for all costs incurred by the City in the enforcement of this Agreement, or any portion thereof, including court costs and reasonable attorneys' fees. 5. Notice. All notices required under this Agreement shall either be personally delivered or be sent by certified or registered mail and addressed as follows: CITY: City of Rogers 22350 South Diamond Lake Road Rogers, MN 55374 Telephone: (763) 428-2253 Attn: Steve Stahmer, City Administrator DEVELOPER: Pulte Homes of Minnesota, LLC 1650 W 82nd St, Suite 300, Bloomington, MN 55431 Attn: Chad Onsgard, VP of Land Development All notices given hereunder shall be deemed given when personally delivered or two business days after being placed in the mail properly addressed as provided herein. 6. Successors. All duties and obligations of Developer under this Agreement shall also be duties and obligations of Developer's successors and assigns. The terms and conditions of this Agreement shall run with the Property. 7. Effective Date. This Agreement shall be binding and effective as of the date hereof. [Balance of this page intentionally left blank] 3 Page 117 of 422 PULTE HOMES OF MINNESOTA, LLC Chad Onsgard Its VP of Land Development STATE OF MINNESOTA ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _____ day of _______________ 2026, by David Von Ruden, Land Development Manager of Pulte Homes of Minnesota, LLC, a Minnesota limited liability company, on behalf of the company. ____________________________________ Notary Public [Balance of this page intentionally left blank] 4 Page 118 of 422 CITY OF ROGERS Shannon Klick Its Mayor Stacie Brown Its Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _______ day of ___________, 2026 by Shannon Klick and by Stacie Brown, the Mayor and Clerk, respectively, of the City of Rogers, a Minnesota municipal corporation, on behalf of the corporation. Notary Public THIS INSTRUMENT WAS DRAFTED BY: City of Rogers 22350 South Diamond Lake Road Rogers MN 55374 (763) 428-2253 5 Page 119 of 422 EXHIBIT A EDGEWATER COVE LEGAL DESCRIPTION OF THE PROPERTY All lots and blocks and outlots, EDGEWATER COVE, Hennepin County, Minnesota, according to the plat thereof. 6 Page 120 of 422 EXHIBIT B EDGEWATER COVE LEGAL DESCRIPTION OF DRAINAGE AND UTILITY EASEMENTS Legal Description Outlot A, EDGEWATER COVE, Hennepin County, Minnesota. 7 Page 121 of 422 EXHIBIT C EDGEWATER COVE DEPICTION OF STORMWATER IMPROVEMENTS [Stormwater Improvement Drawing to be inserted here] 8 Page 122 of 422 EXHIBIT D EDGEWATER COVE STORMWATER MAINTENANCE AGREEMENT Inspection Schedule for Stormwater Improvements Debris clean-out Monitor and clean out annually. Sediment removal in Monitor annually and clean out when sediment occupies 50% of basin storage volume. Vegetation Monitor annually; remove undesirable vegetation as needed. Media filters with grass cover will be mowed as needed during the growing season to maintain maximum grass heights less than 12 inches. Inlet Monitor annually and repair as needed. Outlet Monitor annually and repair as needed. Sump manholes Monitor annually, remove sediment annually, and repair as needed. Pump system Maintain pump system per manufacturer's guidelines. Distribution system Repair/replace as needed and blow out irrigation system annually. Treatment system Monitor annually, clean and repair as needed. When the filtering capacity of the filter diminishes substantially (i.e., when water ponds on the surface of the filter bed for more than 48 hours), the top few inches of discolored material will be removed and replaced with fresh material. The removed sediments will be disposed of in an acceptable manner (i.e., landfill). 9 Page 123 of 422 EDGEWATER COVE KNOW ALL PERSONS BY THESE PRESENTS: That Pulte Homes of Minnesota, LLC, a Minnesota limited liability company, owner of the following described property: CITY COUNCIL, CITY OF ROGERS, MINNESOTA OUTLOT B, EDGEWATER SECOND ADDITION This plat of EDGEWATER COVE was approved and accepted by the City Council of the City of Rogers at a regular meeting thereof held this _______ day of ___________________, 20____, and said plat is in EXCEPT that part of said Outlot B lying southeasterly of the following described line: compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Commencing at the northeast corner of Lot 12, Block 2, Edgewater, according to the recorded plat thereof, Hennepin County Minnesota, also being a corner of said Outlot B; thence North 00 degrees 32 minutes 36 seconds West, plat bearing, along the east line of said Outlot B, a distance of 188.09 feet to the southeast corner of the Northeast Quarter of Section 16, Township 120, Range 23 and the point of City Council, City of Rogers, Minnesota beginning of the line to be described; thence South 75 degrees 51 minutes 41 seconds West, a distance of 284.30 feet to the most northerly corner of Lot 14, Block 2 of said plat of Edgewater and terminating thereat, by _____________________________________________, Mayor by _____________________________________________, Clerk Has caused the same to be surveyed and platted as EDGEWATER COVE and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. COUNTY AUDITOR, Hennepin County, Minnesota In witness whereof said Pulte Homes of Minnesota LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this ______ day of ____________________, 20____. I hereby certify that taxes payable in 20____ and prior years have been paid for land described on this plat, dated this ______ day of ____________________, 20____. Signed: Pulte Homes of MInnesota LLC Daniel Rogan, County Auditor By: __________________________________________ , Chief Manager by _____________________________________________, Deputy Jamie Tharp SURVEY DIVISION Hennepin County, Minnesota STATE OF MINNESOTA COUNTY OF ___________________ Pursuant to MN. STAT. Sec. 383B.565 (1969), this plat has been approved this ______ day of ____________________, 20____. This instrument was acknowledged before me on ______ day of _____________, 20____ by Jamie Tharp, Chief Manager of Pulte Homes of Minnesota LLC, a Minnesota limited liability company, on behalf of the Chris F. Mavis, County Surveyor company. by _____________________________________________ __________________________________________________________ Signature of Notary COUNTY RECORDER __________________________________________________________ Hennepin County, Minnesota Printed Name I hereby certify that the within plat of EDGEWATER COVE was recorded in this office this _______ day of ________________________, 20____, at _____ o'clock ___ .M. Notary Public, _______________________________ County, __________________________ My Commission Expires _____________________________ Amber Bougie, County Recorder I Daniel Ekrem do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and by _____________________________________________, Deputy wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this ________ day of ______________________, 20____. __________________________________________________ Daniel Ekrem, Licensed Land Surveyor Minnesota License No. 57366 STATE OF MINNESOTA R=950 .0 0 COUNTY OF ______________________________ L=213.7 4 Δ= R=12 35 .6 5 12° 5 3' 27 " 10.27 C .B r g=S R= L=29 4.42 83° 50'5 9 4 7 " E S0°27'56"E 0 This instrument was acknowledged before me on this ______ day of ____________________, 20____, by Daniel Ekrem. 7 " =8°5 2' 46" N89°42'20"E 501.38 C .=213 L= .0 0 Δ=13° 3 9'0 L=37 9.69 Δ .29 Δ 250 E 450 .00 497.72 C =1 .5 0 C .B r g=N 87 ° 3 9'07 " R=2 .B 5° 1 __________________________________________________________ 0 r g 16 . E =S '10 Signature of Notary 0 3 " " C .=29 3 .7 2 6 9 " 8 .1 9 8 3.66 C ° 3 1 3 .=2 7 R= 8 ' 2 '1 49 '37 =1 7 8 .77 " E __________________________________________________________ L °1 ° 4 S61°59'32"E 58 3 3 Printed Name Δ= 5 .3 29.24 =N 5 g 7 135.00 S0°17'41"E C .B r =1 Notary Public, _______________________________ County, Minnesota C . My Commission Expires _____________________________ 60.16 INSET B S04°27'29"E " SEE SHEET 3 8 INSET A 9 3 ' OF 3 SHEETS 6 0 SEE SHEET 2 . 5 ° 3 OF 3 SHEETS 8 8 = Δ 6 = 4 3 . C 6 2 2 W = " L 6 S89°42'19"W N69°29'16"W 0 S85°15'15"W ' 63.00 55.00 224.59 S0°38'41"E 91.78 6 5 N24°03'10"W 120.44 ° N60°05'59"W 7 N84°14'17"W 65.21 N N68°59'02"W 211.96 142.21 S32°53'25"W 47.03 114.49 = S17°53'29"W g r N58°31'30"W 149.88 S20°31'20"W 491.64 B . S75°09'22"W 119.72 C " N61°34'18"W 119.75 3 5 S53°50'43"W 113.91 ' S46°42'30"W 144.55 S89°42'19"W 113.91 4 1 L ° = S84°13'38"W 119.75 N11°30'36"E 197.08 7 4 6 2 3 = . 2 Δ 3 Δ 7 107.99 = 5 1 . N89°12'21"W 8 ° 9 OUTLOT A 1 176.32 8 83.06 8 ' 1 6 5 = " S75°51'37"W 284.30 L 0 0 . N0°32'36"W 188.09 N0°32'36"W 0 S76°32'03"W 187.83 5 4 1 N85°07'47"W 218.69 = R N77°50'33"W FOR REVIEW ONLY S79°10'59"W 218.69 174.00 133.70 N83°41'36"W S40°22'40"W PRELIMINARY S67°07'28"W 169.85 NOT FOR CONSTRUCTION 130.42 Page 124 of 422 EDGEWATER COVE INSET A R=1 2 35.6 S08°17'09"E L 5 L= N89°42'20"E =58.2 29 4.4 Δ 1 2 Δ=13 8.42 R =2°41 ° 3 9'07 " C g =2 450 .0 0 L=37 9 .6 9 Δ= " '57" L=55.2 .B r =N 87 ° 39'07 " E C .=29 3.7 2 8° 5 2' 46" 3.66 9 4 L=71.07 L=57.71 Δ=2 L=55 L=57.71 2 ° 33'40" .07 0 00 L=30.00 L=57.71 ' 3 " L=55.00 L=70.9 L=30. Δ=1° 39'4 3" Δ=1°20'59" Δ=1 8 6 Δ=2°33' °20'59" L 7 . 3 12" 8.27 °42'06" Δ=1°20 =65.00 3 Δ=2 3 7'16" " 42'06" Δ=0 8.21 '58" °1 9 ' ° 3'02" Δ=3°1 Δ=0° " 3 3 6 . 6 1 Δ=1°31'1 8 L=10.49 0 3" ° 2 6 = 0 ' " 5 5 L 2 9 2 2 0 . 2 2 ' 6 =0°14'43" . 7 1 5 = 2 . = 4 2 2 1 0 ' 1 Δ 3 Δ ° 3 4 5 . = 4 2 . 5 ° 1 = 9 3 1 4 C = 5 L 1 = 4 ° 1 . L = 3 R 5 E = Δ = 8 " 1 L 1 8 Δ DRIVE = '1 = L Δ 0 48 2 80 .0 3° 1 5 15.38 R= g=N r 15.38 C .B .30 13 " S07°25'17"W L=1 '53 3 " 15.38 °0 N33°28'26"W 126.01 36 0 " = 1 0 Δ 3 0 ' " 7 6 " 3 . 0 8 ' 0 6 . 2 4 0 1 . 3 0 8 0 2 ' 8 4 5 S5°51'47"E 135.01 . ° 2 12 11 S4°30'50"E 135.01 ' 0 . 5 S4°44'45"E 149.39 8 S4°44'45"E 138.31 10 ° S3°09'54"E 135.01 0 1 6 4 = 1 3 3 S4°44'45"E 135.26 4 0 1 9 1 1 3 2 S4°44'45"E 134.94 6 L 3 S1°48'57"E 135.01 ° ° = = 5 1 1 = 8 = L 6 R = Δ = L = 1 L Δ Δ S00°17'41"E 135.00 = Δ EDGEWATER L=4.49 L=11.05 L=23.02 " 6 =4°17'02" =4°52'20" 29.71 N69°20'02"W 160.39 Δ=0°57'45" 29.55 L=54.53 8 L=54.53 3 59 0 Δ=1°59'29" L=54.53 3 32.7 L=74. L=80.5 Δ=1°20'57" Δ ' 3.53 = =1°20'57" 1 =4 L L=6 L 5'31" 43.96 31.98 Δ=3°07'10" Δ=1°20'57" 1.4 9 6 1 '04 4°2 . 34 " =41° Δ=1 Δ=1° 31'17" 5 Δ 6 ° 2 6 " R= 00 8 5 6 30. . 3 3.58 2 7 ' L 3 1 =19.07 59.45 S08°43'13"E = 5 " = ° R = Δ " = = 6 Δ . 7 L 5 3 '1 4 6°25 3 R=2286.00 L=353.27 Δ S89°42'19"W 6 =8°5 0 1 1'16" ' . C = 0 S85°15'15"W 75.94 °24'12" 30.08 0 0 0 07.59 Δ=4 5 R=140 .0 L=1 Δ . 5 58 1 0 L=15 . 5.77 2 4 3 ° 1 0 L=175.5 E 3 53'58" 9 5 Δ= ° 3 00 .10 = . =22 L L " 0 . 10 Δ=4 = ° L " 24'0 = = 3 4" 2 R 9 4" Δ 6 33'1 6 5. Δ=0 ° 6 2 6 3 = 5" ' 3 0 L ' 2 5 7 8 6 ' . 4 1 7° 0 AVENUE 7 5 3 S12°22'40"W 60.00 3 0 2 . 3 = ° . 0 3 Δ 8 7 3 BETTINGER 5 6 7.95 S04°27'29"E 60.16 1 . 30.08 = " = = 9 8 1 3 2 ° R 3 ' L 2 Δ=3°41'42" L S47°28'40"W 5 L=145.49 = = 1 ° L 3 44.73 24.13 L=30.87 L=55.05 L=14 3.15 Δ Δ Δ= 22.92 7 3° 38'08" N = 0 S78°37'06"E 60.00 = Δ=1°14'13" Δ=2°12'21" S4°57'29"E 52.92 22.86 22.58 2 Δ 3.97 0 L=2 = . 7 " g 38 0 Δ=0 °57' 0 Δ r L ° = 5 5 = S74°48'22"W 158.13 3 9 B 3 4 5 " . ' COURT 7 4 " ° 7 8 0 " 1 . 6 5 1 7 5 ' 7 C 2 60.82 0 9 1 " " . 2 5 . 4 1 7 0 1 = ' ' 0 ' 3 3 C . 3 0 1 0 . 4 1 . ° 3 6 4 . ' 9 R 0 " B 8 2 8 0 9 2 4 4 ° r = 3 g 4 5 ° = ° L = 9 = = = 8 22 S L 5 = Δ L = R 3 4 L L 3 14 = ° = Δ " Δ = 0 12 Δ 8 = 3 7'1 .11 Δ 13 0 7 3"E C.=84 1 3 .5 4 5 5 ' 85.04 0 ° . 5 .55 4 1 37 1 '36 L= " L=8.98 2 6 6 " '3 0 ° 51 Δ=35° =8°34'11" 0 " " = 7 1 2 S85°35'42"E 147.21 . S86°34'10"E 149.61 L 0 2 5 4 . ' = 3 5 2 5 1 ' Δ L=5.32 0 N4°44'45"W 125.00 = 2 1 N4°44'45"W 125.33 2 ° 8 0 R = . . 11 8 0 L 5 =0°55'28" N4°44'45"W 135.87 ° 4 0 2 8 Δ= 3 = S37°24'20"E 60.00 4 = L = " R S38°56'46"W 134.44 Δ S32°46'26"E 134.44 4 2 5 2 . ' 75.05 9 3 7 15 5 0 L=32.35 ° 21 = 1 92.24 10 L 5 =30°53'44" = S4°24'18"W 66.77 EDGEWATER Δ 8.76 55.14 S85°15'15"W N46°12'54"E 60.00 S86°34'10"E 127.12 N84°14'17"W 125.00 R 55.00 = " N83°23'52"E 133.76 S00°38'41"E 224.59 N68°59'02"W 211.96 47.03 6 0 Δ 0 5 0 = L 5 ' S3°05'10"W 134.44 . . = 9 0 3 4 2 3 0 5 4 ° 7 ° 2 4 . L 0 = 4 L 4 2 = 0 0 . 119.72 ' 2 = 5 0 Δ 1 8 8 " 9 S32°53'25"W 65.21 = 20 .4 . 16 2 C N24°03'10"W 120.44 "E L Δ 3 Δ = = 4 5 " = 3 27 5' .5 6 3 7 6 ° 3 7 '3 5 .5 °22 85 3 1 ° 5 5 '46" C.Brg=S L= °5 1' 5 S75°09'22"W 119.72 36 =3 S60°23'32"E 133.56 84.41 " L=37.55 Δ Δ=35° 51'36" 24.80 S47°11'16"W 135.38 17 19 S24°31'56"E 135.38 18 1 N61°34'18"W 119.75 S11°19'40"W 133.56 119.75 S46°42'30"W 144.55 S84°13'38"W 119.75 FOR REVIEW ONLY PRELIMINARY NOT FOR CONSTRUCTION Page 125 of 422 EDGEWATER COVE R=950 .00 L=213.7 4 Δ=12° N89°42'20"E 497.72 C.Br g=S8 3 5 3' 27" °50' 57" E 70.00 30.00 30.00 27.77 L=51.89 C=2 64.95 55.00 55.00 55.00 55.00 55.00 L= 13.2 Δ=3°07'45" 89.25 9 Δ=5°22'5 8" L= S00°27'56"E 72.60 Δ= 4°22'4 4" 4.82 10.27 R =94 5.45 0.00 INSET B L=5 L= Δ 4.02 25 =3°1 0. 7'33 51 2 " Δ=1 L=5 5° Δ 6.0 16 =3° 2 '1 24' 0" 53" C .B r g 135.00 = 135.00 S6 9°3 45 7' S5°29'54"W 135.20 N0°17'41"W 135.00 N0°17'41"W 1 N0°17'41"W 135.00 N0°17'41"W 2 3 N0°17'41"W 135.00 N0°17'41"W 3 5 135.00 N0°17'41"W 4 6 135.00 N0°17'41"W 7 135.00 N0°17'41"W N0°17'41"W 135.00 N0°17'41"W L= 7 44 Δ 14 " E =8 0.4 C S21°18'17"W 147.54 7 °33 = '44 2 4 S00°17'41"E 165.00 S00°17'41"E " 9 .77 43 L=18.20 S28°38'59"W 163.36 S61°59'32"E =5°47'35" 42 RIVERS EDGE ROAD EDGE RIVERS 29.24 S28°38'59"W 147.64 L=4 55.00 55.00 55.00 55.00 70.00 47.81 9.66 64.95 55.00 Δ=15 ° 48' L= 23" Δ 23 41 =7 .0 °2 7 0'4 2" S28°38'59"W 160.21 R=15 30.08 0.00 BETTINGER AVENUE L=7 29.41 =24.02 N89°42'19"E 515.58 Δ 5.78 L =28° 13.51 2°56'16" 56'4 Δ=2 187.94 249.83 77.81 0" L= Δ 5 1 80.65 = 7 54 .1 ° 3 8 S4°27'29"E 60.16 S4°27'29"E R =30.00 5' 30.08 4 N19°32'24"W 60.00 9 L=2 " 5.23 0 Δ 0 =48° 3" . 40 S61°21'01"E 110.0011'2 0 Δ L 155.00 63.00 63.00 8 = 155.75 L=6 = 0 = 2 16.65 .6 . 2 2 Δ=2 6 8° C 7 56 ° '4 1 . 0 4 " E 4 " ' 7 0 25.03 9 9 5 N83°55'48"E 195.11 R ' " L = 8 Δ = 3 3 = 2 0 ° 60.40 17.89 60.40 4 . 8 5 0 8 . ° 2 0 2 73.00 1 " 73.00 1 3 N 2 '2 8 2 = 3 ' 31 5 23 g . " 3 r 7 L=13.00 32 33 Δ 5 L N76°50'22"E 60.00 B 3 ° L=13.00 = . = 5 =24°50'14" 1 C = 34 8 1 L 3 =24°50'14" 9 " ° = NOVA COURT NOVA R Δ 1 . 6 39 " Δ N0°17'41"W 128.00 N0°17'41"W 0 0 L = 3 S00°17'41"E 157.48 S00°17'41"E = 4 3 = 8 0 3 S89°42'19"W 152.23 ' ' N89°42'19"E 152.53 . 3 0 2 2 4 2 . ' 2 0 7 0 8 2 3 5 1 5 . " ° 1 ° . 0 6 = 2 ° 1 2 0 L=12.23 1 128.00 N0°17'41"W 7 5 " R = 8 ' 3 2 2 L=12.23 L 4 2 .4 3 =23°21'09" Δ L = '5 = = Δ 7 =23°21'09" " Δ = 4 3 5 151.51 Δ = L 4 2 = 4 " = 9 4 ° N0°17'41"W 151.94 N0°17'41"W 7 . L 8 8 S42°06'18"E 60.00 4 2 R 9. 5 5 ° 8 = 28 3 9 0 8 0 60.00 L= . ' 0 3 = 1 ° ' Δ 0 . 4 S60°12'36"E 171.34 4 4 9 0 6 5 30 " 7.3 ° 1 L=3 24 55.00 9 35 ' 55.00 " = 8 0 31 N28°38'59"E 152.56 Δ=35°40' L 4 8 " = Δ N0°38'41"W 224.59 N0°38'41"W N41°30'56"E 60.00 N89°42'19"E 124.97 S89°42'19"W 188.00 38 125.00 63.00 67.39 Δ R " = L 0 1 N69°29'16"W 91.78 = = 0 36 0 5 3 ' 6 . 4 5 3 . 2 N28°38'59"E 131.78 0 0 S24°21'00"E 263.78 ° 7 7 . 8 4 4 . 3 ° 4 0 24.39 2 = 0 0 . = 5 37 ' 5 L 3 L C 1 = = " E Δ 2 " 25 8 9 29 '1 134.27 9 2 55.01 .4 4 L 2 ° Δ = 9 5 = 3 Δ 8 5 " 3 7 = g=N . 6 5 . 27 r 37 '3 96.59 5 6 ° 5 ° 22'46" C.B = 51 51 L ° S54°05'05"E 125.00 ' 3 35 N60°05'59"W 142.21 6" L=37.55 Δ= Δ=35°51'36" S17°53'29"W 114.49 87.20 S53°29'43"W 133.76 28 26 S20°31'20"W 491.64 S18°13'29"E 125.00 32.98 27 1 192.03 N58°31'30"W 149.88 S17°38'07"W 125.00 116.90 N11°30'36"E 331.35 S53°50'43"W 113.91 S89°42'19"W 113.91 197.08 R=9 50 .00 L=2 13.7 4 Δ=12 C. °5 3' 2 S00°27'56"E 67.45 B r g 7 =N 8 " 3°50 10.27 C= ' 57" 213. W L= 29 72.60 R=9 Δ=4 40 °22'4 .00 4" L=25 4.82 0.5 N89°12'21"W 83.06 Δ=15 1 C .B g °16' r =S 10" 6 9° 3 C= 7' 3 L= 2 4 7" E S75°51'37"W 107.99 43 54.0 9.7 Δ= 2 7 3°17 1 5.45 '34" S28°38'59"W 163.36 42 FOR REVIEW ONLY PRELIMINARY NOT FOR CONSTRUCTION Page 126 of 422 Edgewater Cove www.alliant-inc.com Rogers, Minnesota N VICINITY MAP Scale: 1"=1500' (PUBLIC) RIVERS EDGE ROAD (PRIVATE) CONTACT LIST EDGEWATER DR (PUBLIC) INDUSTRIAL BLVD INDUSTRIAL BLVD (PUBLIC) DEVELOPER ENGINEER Pulte Homes Tyler Stricherz RIVERS EDGE RD. 1650 W. 82nd Street, Suite 300 License No. 61993 EDGEWATER DR. Bloomington, MN 55431 Email: TStricherz@alliant-inc.com BLOCK 2 Email: Chad.Onsgard@PulteGroup.com 1 45 Contact: Chad Onsgard 10 9 8 7 6 5 4 3 2 44 SURVEYOR 12 11 43 Dan Ekrem 42 BLOCK 1 2 1 4 3 41 CONSULTANT License No. 57366 5 Alliant Engineering, Inc. Email: dekrem@alliant-inc.com BETTINGER AVE. 6 40 Marquette Avenue South, Suite 700 Minneapolis, MN 55402 LANDSCAPE ARCHITECT BETTINGER AVE. 23 31 Phone: 612.758.3080 John Gronhovd Minnesota 7 22 32 33 , 34 39 Fax: 612.758.3099 14 License No. 59233 BLOCK 1 13 BETTINGER AVE. 12 24 30 35 Email: jgronhovd@alliant-inc.com Rogers Construction Documents Cover Sheet 21 Edgewater Cove 8 38 11 15 36 NOVA CT. 37 29 9 10 20 25 PLAN SUBMISSION/REVISION MATRIX EDGEWATER CT. 16 POND 2 NWL:877.5 100 YEAR HWL:881.34 (PUBLIC) 26 28 19 27 17 # SHEET DESCRIPTION 2026-03-27 18 EDGEWATER PKWY INFILTRATION BASIN BLOCK 1 BOTTOM 876.0 BLOCK 1 1 Cover Sheet X TOP OF INFILTRATION ELEVATION 877.0 100 YEAR HWL:880.55 2 Demolition Plan X 3-5 Detail Sheet X POND 1 NWL:876.5 100 YEAR HWL:880.54 6 Site Plan - Overall X 7-8 Site Plan - View A & View B X 9 Grading And Drainage Plan - Overall X 10-11 Grading And Drainage Plan - View A & View B X OUTLOT A 12-14 Pond Details X 15 Erosion And Sediment Control Plan - Overall X OUTLOT A 16-18Erosion And Sediment Control Plan - View A-C X 19 Sanitary Sewer And Watermain Plan X 20-23 Sanitary Sewer & Watermain Plan & Profiles X ---- City Submittal 24 Storm Sewer Plan X DESCRIPTION 25-28 Street & Storm Sewer Plan & Profiles X 31 Intersection Details X 32 Cul De Sac Details X ---- DATE 33 Landscape Plan - Overall X 3-27-2026 34-35 Landscape - View A & View B X CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of Minnesota. 3:45:52 PM at March 27, 2026 Tyler Stricherz on 61993 Date License no. Jorgen Holt QA/QC CHECK Plotted By: By Date N PROJECT TEAM DATA Designed By: MPR, TAS Drafted By: ELL, LRJ Project No.: 4000670-00 Know what's below. 0 50 100 200 Call before you dig. X:\4000670-00\001\40 Design\00 Sheets - Final\COVER.dwg R 1 Dial 811 SCALE IN FEET Sheet 1 of 35 File Location: Page 127 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 5.15 Subject: Approve Resolution 2026-53, Final Plat for Northview Preserve 2nd Addition, and Authorize Execution of Related Agreements. Prepared By: Alec Henderson, City Planner Recommended Council Action Approve Resolution No. 2026-53, Approving the Final Plat for Northview Preserve 2nd Addition Authorize the execution of the Subdivision Agreement and Stormwater Maintenance Agreement for Northview Preserve 2nd Addition. Overview / Background / Analysis On April 14, 2026, the City Council approved the following action related to the Northview Preserve 2nd Addition development by Summergate Companies LLC: • Resolution No. 2026-34 – Approval of the Preliminary Plat for Northview Preserve 2nd Addition, a 10-lot single-family residential development on approximately 4.74 gross acres located at 22885 Territorial Road (PID 22-120- 23-33-0004), immediately west of the approved Northview Preserve plat. The City and Developer previously executed an Early Grading Agreement to allow site preparation activities to commence in advance of Final Plat approval. Summergate Companies LLC has now submitted a Final Plat application for Northview Preserve 2nd Addition. The Final Plat is consistent with the approved Preliminary Plat and conforms to all R2 zoning standards. The plat includes 10 single-family lots and Outlot A, which will function as the development’s stormwater management area (filtration basin/Pond 10). Public infrastructure plans are being reviewed by the City Engineer and will be consistent with City engineering requirements. Elm Creek Watershed Management Commission approval of the stormwater management plan is a condition of approval. The Final Plat, Subdivision Agreement, Stormwater Maintenance Agreement, and required financial securities must all be executed prior to recording the plat. Staff Recommendation Staff recommends approving Resolution No. 2026-53, Approving the Final Plat for Northview Preserve 2nd Addition, Page 128 of 422Staff recommends authorizing the execution of the Subdivision Agreement and Stormwater Maintenance Agreement. Financial Impact: NA Source Fund: NA Budgeted? N/A Supporting Documentation A. Resolution_2026-53_Final_Plat_NP2 B. Subdivision_Agreement_Northview_Preserve_2nd C. Stormwater_Maintenance_Agreement_Northview_Preserve_2nd D. TITLE PAGE Northview Preserve 2nd Addition Combined Construction Plans REV 1 E. 26-04-22 0033874.01-Northview2nd Page 129 of 422 RESOLUTION NO. 2026-53 A RESOLUTION GRANTING APPROVAL OF THE FINAL PLAT FOR NORTHVIEW PRESERVE 2ND ADDITION WHEREAS, the Summergate Companies LLC (“Developer”) submitted an application requesting approval of a Final Plat for NORTHVIEW PRESERVE 2ND ADDITION (“Plat”) for the approximate 4.74 acre parcel at 22885 Territorial Rd with PID 22-120-23-33-0004 and legally described on Exhibit A (the “Subject Property/Property”); and, WHEREAS, the Developer is proposing to plat the property into 10 single-family lots and one outlot to accommodate a single-family residential development of the area as shown in Exhibit B; and, WHEREAS, the Subject Property contains approximately 4.74 gross acres, is guided as Low Density Residential in the 2040 Comprehensive Plan, and is within the Single-Family Residential (R2) zoning district; and WHEREAS, the proposed Final Plat is consistent with the 2040 Comprehensive Plan and current zoning regulations for the City; and WHEREAS, pursuant to Minnesota Statute §462.358, the City Council approved the Preliminary Plat for NORTHVIEW PRESERVE 2ND ADDITION by Resolution No. 2026-34 on April 14, 2026; and WHEREAS, the Final Plat is consistent with the approved Preliminary Plat; and WHEREAS, the Developer has submitted construction plans and financial securities consistent with the requirements of the Subdivision Agreement; and WHEREAS, an Early Grading Agreement was previously executed by the City and Developer to authorize site preparation activities in advance of Final Plat approval; and NOW THEREFORE, BE IT RESOLVED, BY THE CITY COUNCIL OF THE CITY OF ROGERS, MINNESOTA, that the Final Plat, NORTHVIEW PRESERVE 2ND ADDITION, is hereby approved subject to the following conditions: 1. The Developer shall comply with the plat opinion and complete revisions to the Plat as may be required by the City Attorney prior to the recording of the Final Plat. 2. The subdivision will be subject to the review and comments by Hennepin County. 3. The Developer shall adequately address comments from the City Engineer and make plan changes as deemed necessary by the City Engineer and Public Works Department. 4. The Developer shall satisfy comments from the Fire Chief and/or Fire Marshal. 1 Page 130 of 422 5. The Stormwater and Grading Plans shall be subject to review and approval by the Elm Creek Watershed Management Commission and City Engineer. 6. The Developer and City of Rogers shall execute a Subdivision Agreement for the development, identifying the terms and conditions of the development and fees, escrows, and financial security obligations required of the Developer. 7. The Developer and City of Rogers shall execute a Stormwater Maintenance Agreement for the ongoing operation and maintenance of the stormwater management facilities. 8. The Developer shall coordinate with the existing overhead power line/pole removal and relocation with the applicable utility provider prior to construction. 9. All fees, escrows, and financial securities required under the Subdivision Agreement shall be paid or posted prior to release of the Final Plat for recording. 10. The Developer shall record the Final Plat with Hennepin County within 30 days of its release by the City and provide a copy of the recording receipt to the City. Moved by Councilmember , seconded by Councilmember The following voted in favor of said resolution: The following voted against the same: The following abstained: Whereupon said resolution was declared duly passed and adopted, and was signed by the Mayor, and attested by the Clerk dated this _____ day of _________________, 2026. ____________________________________ Shannon Klick, Mayor ATTEST: _________________________________________ Stacie Brown, City Clerk 2 Page 131 of 422 EXHIBIT A LEGAL DESCRIPTION OF THE PROPERTY Existing Legal Description That part of the West 422.70 feet of the East 808.50 feet of the Southwest 1/4 of the Southwest 1/4 of Section 22, Township 120 North, Range 23 West of the 5th Principal Meridian, lying South of the center line of County Road No. 116, Hennepin County, Minnesota. AND The North 247.50 feet of the West 422.70 feet of the East 808.50 feet of the Northwest 1/4 of the Northwest 1/4 of Section 27, Township 120 North, Range 23 West of the 5th Principal Meridian, Hennepin County, Minnesota. Abstract Property Proposed Plat Lots 1 through 10 inclusive, Block 1; and Outlot A; NORTHVIEW PRESERVE 2ND ADDITION, Hennepin County, Minnesota. 3 Page 132 of 422 EXHIBIT B FINAL PLAT 4 Page 133 of 422 SUBDIVISION AGREEMENT NORTHVIEW PRESERVE 2ND ADDITION THIS DEVELOPER’S AGREEMENT (“Agreement”) is made this ______ day of _____________, 2026, by and between the City of Rogers, a municipal corporation under the laws of Minnesota (“City”), located at 22350 Diamond Lake Road, Rogers, Minnesota 55374, and Summergate Companies LLC, a Minnesota Limited Liability Company, located at 17505 Cedar Ave S, Suite 200, Lakeville, MN 55044 (“Developer”). RECITALS A. The purpose of this Agreement is to set forth the general rights, obligations and duties of the City and the Developer with respect to the development in the City of a residential subdivision, commonly known as “NORTHVIEW PRESERVE 2ND ADDITION.” Each phase of the subdivision will enter into a separate agreement. B. This Subdivision Agreement applies to NORTHVIEW PRESERVE 2ND ADDITION (“Development”) which consists of approximately 4.74 acres described according to the recorded plat thereof (“Subject Property”) and legally described as attached in Exhibit A. C. Development of the Subject Property consists of 10 single-family lots and one outlot. The development will occur in a single phase. D. Pursuant to an approved Preliminary Plat for development of Northview Preserve 2nd Addition by Resolution No. 2026-34, adopted by the City Council April 14, 2026, and an Early Grading Agreement previously executed by the parties, and the Final Plat for Northview Preserve 2nd Addition approved by Resolution No. 2026-53 on May 26, 2026 (collectively, the “City Approvals”). The terms and conditions of the City Approvals are incorporated into this Subdivision Agreement by reference. Development of the Property shall be in conformance with City Code, City Approvals, and this Subdivision Agreement. E. The City and the Developer now desire to enter into this Agreement setting forth certain requirements and obligations relating to the development of the Subject Property, including but not limited to the execution and recording of certain instruments. This Agreement replaces and supersedes any previous oral agreements, understandings, or negotiations between the parties in relation to the Subject Property, excepting only the Early Grading Agreement previously executed. F. The City requires that the Developer perform work and install certain on and off-site improvements within the Subject Property, which work and improvements typically consist of grading and erosion control, public utilities (sewer, water and storm sewer), streets, private utilities (gas, electric, and communications), sidewalks and trails, street signs and traffic control signs, lighting, boulevard landscaping, drainage swales, street cleaning, front yard trees, and wetland buffers, which improvements to the Subject Property shall be referred to herein as the “Improvements.” AGREEMENT In consideration of each party’s promise as set forth in this Agreement, it is mutually agreed as follows: 1 Page 134 of 422 ARTICLE ONE CONSTRUCTION OF IMPROVEMENTS; EASEMENTS & RIGHTS OF ENTRY 1.01. Developer Responsible. The Developer has submitted its plans and specifications for the Development to the City for the City’s review and approval. Developer agrees to construct and pay for the Improvements required for development of the Subject Property, as described in plans and specifications approved by the City Engineer or designee (“Approved Plans”). For the purpose of this Agreement, the Approved Plans shall include the Grading, Erosion Control, Storm Water/SWPPP and Street and Utility Plan Sets as approved by the City Engineer and more specifically set forth in Exhibit C and on file with the City. The Improvements shall be constructed in accordance with City specifications and the Approved Plans. Prior to beginning construction, the Developer or the Developer’s engineer shall submit a copy of the Approved Plans to the Public Works Director and shall schedule a preconstruction meeting with all concerned parties, including City staff and engineers, to review the program for construction work. All labor and work will be in strict conformance with the Approved Plans. Any deviation from the Approved Plans must be preapproved in writing by the Public Works Director, which shall not be unreasonably withheld. Developer shall pay for Improvements which costs are estimated and listed in the attached Exhibit B. 1.02. Staking, Surveying and Inspections. Developer must provide all required staking and surveying for the Improvements in order to ensure that the completed Improvements conform to the Approved Plans. The Developer will provide for construction inspection and material testing for the Improvements. The Developer shall instruct its engineer to provide full-time field inspection personnel in order for the Developer’s engineer to be able to certify that the construction work meets the approved City standards as a condition of City acceptance. In addition, the City may, at the City’s discretion and at the Developer’s expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The designated City inspectors must be notified and present to witness all utility tests. This includes watermain (hydrostatic testing, conductivity testing, disinfection testing), sanitary sewer (trace wire, leakage testing, deflection testing), and any other utility testing as deemed necessary by the City Engineer. Costs incurred by the City for additional inspection activities will be recovered through the Escrow described in Article Two and shall be calculated at 3% of the estimated cost of proposed public improvements, as shown in the attached Exhibit B. 1.03. Unsatisfactory Labor or Material. The Public Works Director shall not reject as defective and/or unsuitable any material or labor delivered consistent with the Approved Plans. In the event that the Public Works Director reasonably rejects as defective or unsuitable material, then such material must be removed and replaced with approved material at the sole cost and expense of the Developer. In the event the Public Works Director reasonably rejects as defective or unsuitable any labor supplied by the Developer, then the labor must be completed again to the specifications and approval of the Public Works Director at the sole cost and expense of the Developer. 1.04. Records. Upon request by the Public Works Director, Developer will provide requested copies of bids, change orders, suppliers, subcontractors, or related matters, relating to the Improvements. 1.05. Time of Performance. The Developer shall install all required public improvements by November 31, 2027, with the exception of the final wear course of asphalt on streets. Failure to perform may result in the City drawing upon the Developer’s financial guarantees. The Developer may, however, request an extension of time from the City. Final wear course placement will be allowed in a new housing development only after one freeze-thaw cycle and after a certificate of occupancy has been issued for 75% of the dwelling units. An inspection of the roadway will be performed by the City Engineer or designee prior to wear course placement. Any deficiencies or damage to the street, sidewalk and curb will be noted and will need to be corrected prior to the placement of the wear course. 2 Page 135 of 422 1.06. Final Inspection/Acceptance. Upon completion of the Improvements and any work required following inspection(s) by the Public Works Director, the Public Works Director and the Developer’s contractor and/or engineer will promptly make a final inspection of the Improvements to determine that the Improvements were installed pursuant to the Approved Plans. Before final payment is made to the contractor by the Developer, the Public Works Director shall be satisfied that all work is satisfactorily completed in accordance with the Approved Plans, and the Developer’s engineer shall submit a written statement attesting to the same. Final approval and acceptance of the Development and Improvements shall be in writing from the City to Developer (“Final Approval”), and shall include acceptance of any Improvements which are to be transferred to the City. 1.07. As-built Plans. Upon completion of the Improvements, the Developer shall provide the City with: (i) a full set of as-built plans in digital PDF and AutoCAD .DWG format, and (ii) an as-built survey in AutoCAD .DWG format for City records in accordance with the City’s most recent Engineering Guidelines. Utility profiles are not required to be included in the as-built plans. 1.08. Maintenance Bond. The Developer and/or its contractor shall be required to furnish the City a two (2) year maintenance bond guaranteeing the Improvements that are transferred to the City. The maintenance bond shall be provided to the City upon final inspection and acceptance of said Improvements. 1.09. Landscaping Bond. The Developer shall be required to furnish the City a two (2) year warranty bond or letter of credit guaranteeing the landscaping work in the amount of the landscaping improvement associated with this phase of the development. The landscaping bond shall be provided to the City and shall commence upon final inspection and acceptance of said landscaping improvements. 1.10. Maintenance of Public Property. Developer agrees to assume full financial responsibility for any damage which may occur to public property with the development of the Subject Property, including, but not limited to, streets, street sub-base, base, bituminous surface, curb, utility systems including, but not limited to, water main, sanitary sewer or storm sewer, when said damage occurs as a result of activity which takes place during the development of the Subject Property by the Developer, its contractors or subcontractors or assigns. The Developer further agrees to pay all costs required to repair the streets or utility systems, or both, damaged or cluttered with debris when occurring as a direct or indirect result of construction by said Developer, its contractors or subcontractors or assigns during the course of the Development. In the event the Developer fails to maintain or repair the damaged public property within a reasonable period after receipt of written notice, but not to exceed 14 days, the City may undertake making or causing it to be repaired or maintained. The City may draw down on the escrow, Letter of Credit or any other cash deposits made by Developer to pay such costs. 1.11. Maintenance of Improvements. Developer shall be responsible for all maintenance, upkeep and repair (including, but not limited to, snow plowing, mowing, weed control, and grading) of the Improvements until issuance of the Final Approval. Developer shall remain responsible for all maintenance and upkeep of Improvements that are not transferred to the City. Developer hereby agrees to indemnify and hold the City harmless from any and all claims for damages of any nature whatsoever arising out of Developer’s acts or omissions in performing the obligations imposed upon Developer by this paragraph. 1.12. Street Maintenance During Construction. The Developer shall be responsible for all street maintenance until the streets are accepted by the City. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on same and to direct attention to detours. If and when streets become impassable, such streets shall be barricaded and closed. In the event residences are occupied prior to completing streets, the Developer shall maintain a smooth surface and provide proper surface drainage to ensure that the streets are passable to traffic and emergency vehicles. The Developer shall be responsible for keeping streets swept clean of dirt and debris. The Developer may request, in writing, that the City keep the streets open during the winter months by plowing snow prior to final acceptance if all of the following conditions are met and verified by the City by October 1st: (i) the street has concrete curb and is paved with the first lift of asphalt; 3 Page 136 of 422 (ii) at least one house on the street is occupied; and (iii) all manholes and valve boxes (iron) are set below the paved surface. If any one of these conditions is not met, snow removal for the entire season will be the responsibility of the Developer. 1.13. Demolition. The Developer shall obtain all required permits and approvals and thereafter remove any existing structures on the Subject Property prior to commencement of the Improvements. 1.14. Easement to the Developer. The City, at no charge to Developer, grants to the Developer a Temporary Construction Easement (“Easement”) over, under and across the rights-of-way dedicated to the public in the Northview Preserve 2nd Addition Final Plat for purpose of construction of the Improvements. The Easement will commence with the filing of this Agreement with Hennepin County, and shall terminate upon the City’s issuance of the Final Approval. 1.15. Easement to the City. The Developer grants to the City, its agents, representatives, employees, officers, and contractors, a right of entry to access all areas of the Subject Property to perform any and all work and inspections necessary or deemed appropriate by the City or to take any corrective actions deemed necessary by the City in conjunction with this Agreement. The right of entry conveyed by the Developer to the City shall continue until the City’s issuance of the Final Approval. The City will provide the Developer with reasonable notice prior to exercising its rights hereunder, except in the case of an emergency. ARTICLE TWO FINANCIAL GUARANTY & REQUIRED PAYMENTS 2.01. Development Costs. All fees and costs as further set out in Exhibit B must be paid in full to the City prior to the delivery of the Final Plat to Developer for recording. 2.02. Financial Guaranty, Improvements. Prior to commencement of construction of the Improvements, the Developer will furnish the City an irrevocable Letter of Credit or cash escrow deposit in an amount equal to 125 percent of non-public Improvements and 150 percent of the Improvements to be dedicated to the City (collectively referred to herein as “Security”), approved by the City Attorney, in the amount as set forth in Exhibit B. If by Letter of Credit, the Security must contain a provision that prohibits the issuer or surety from terminating the Security without first giving 45 days’ written notice to the City of the proposed termination or expiration of the Security. The City Administrator may grant a reduction in the Security upon written request by the Developer based upon the value of the completed work at the time of the requested reduction. The Security may not be reduced to less than 10 percent of the original amount until all work required of the Developer by this Agreement has been completed and accepted by the City. The Security shall be released upon the City’s issuance of the Final Approval. Upon failure of the Developer to complete the Improvements in accordance with this Agreement, the City may declare the Developer to be in default and the amount of the Security shall be paid over to the City. Improvement Reduction Release Site grading and erosion 50% after rough grading and soil Project completion and control stabilization, 90% after testing, removal of erosion control inspection, acceptance and approval of submitted as-builts 4 Page 137 of 422 Watermain Value of completed work (not to exceed After testing, inspection, improvements 90%) acceptance and approval of submitted as-builts Sanitary sewer Value of completed work (not to exceed After testing, inspection, improvements 90%) acceptance and approval of submitted as-builts Stormwater management Value of completed work (not to exceed After functionality is observed facilities 90%) by city staff and approval of submitted as-builts Street improvements 75% after first lift installed and all After acceptance curbing installed and backfilled Sidewalk/trail Value of completed work (not to exceed After acceptance improvements 90%) Wetland and buffer Value of completed work (not to exceed Restoration complete restoration 90%) Landscaping and tree 20% after full installation After one full growing season mitigation following installation Subdivision iron Project completion and land monuments surveyor certifies all irons have been set following site grading and utility and street construction 2.03. Escrow. The Developer shall submit an Escrow Receipt Form and escrow for the Development as required by Exhibit B (“Escrow”). This Escrow is to be used by City staff to charge costs of services or materials in connection with activities required under this Agreement as set forth in the attached Exhibit B. If, at any time prior to completion of the development contract administration process, the balance in the Escrow is depleted to less than 10 percent of the originally required Escrow amount, the Developer shall deposit additional funds in the cash escrow account as determined by the City. Developer shall pay additional escrow as reasonably determined by the City within 10 days of written demand. Failure to make payment of the additional escrow amount will permit the City to supplement those amounts from the Security pursuant to Section 2.02 or to issue the Developer a stop work order. The City shall return the unused escrow balance to the Developer no sooner than six (6) months after the acceptance of the Improvements by the City. ARTICLE THREE OTHER REQUIREMENTS 3.01. Indemnification. Notwithstanding anything to the contrary in this Agreement, the City, its officials, agents and employees shall not be personally liable or responsible in any manner to the Developer, the Developer’s contractor or subcontractor, material suppliers, laborers or to any other person or persons and Developer shall hold the City, its officials, agents and employees harmless from any claim, demand, damages, actions or causes of action of any kind or character, including the costs, disbursements, and expenses of 5 Page 138 of 422 defending the same, which costs may include but are not limited to, attorneys’ fees, consulting engineering services, and other technical or professional assistance arising from or related to this Agreement, Developer’s performance or non-performance under this Agreement, or the completion of or failure to complete the work required by this Agreement. The Developer further agrees that it will indemnify, defend, and hold harmless the City and its governing body members, officers, and employees, from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the Subject Property, except to the extent caused by the acts or omissions of the City. 3.02. Insurance. The Developer must keep insurance in force at all times that construction on the Development is in progress. The insurance must name the City as an additional insured. The Developer shall furnish proof of insurance acceptable to the City, covering any public liability or property damage by reason of the operation of the Developer’s equipment, laborers, and hazard caused by the Improvements, including: (a) comprehensive general liability insurance with limits for bodily injury or death not less than $500,000 per person and $1,500,000 per occurrence, and limits for property damage not less than $2,000,000 per occurrence; (b) worker’s compensation insurance, with statutory coverage, if applicable; and (c) a Certificate of Insurance filed with the City Clerk prior to commencing site grading. Certificates shall provide that the issuing company shall give 30 days’ written notice of cancellation or termination to the Certificate Holder. 3.03. Private Easements. Developer shall provide to the City evidence of all executed private easements between the Developer and adjacent property owner(s). Private easements shall be recorded with Hennepin County; a copy of said recording shall be provided to the City. 3.04. Building Permits and Occupancy. Building permits shall only be issued upon execution of this Agreement by the City and Developer and all amounts due and securities required under this Agreement are paid to the City, the Final Plat is recorded and a receipt of said recording is provided to the City, and the streets (including curb and gutter installation) needed for access to lots where permits are requested are paved with the base course of bituminous, and the sewer and water service utilities are tested and approved by the City Engineer or designee. The Developer may apply for building permit(s) to construct up to two model homes prior to the completion of the public roads serving the development. Model home sites must be approved by the City Planner and may be no greater than 350 feet from a paved bituminous road. No occupancy of any newly constructed building in said Final Plat shall occur until the base course of bituminous is in place and a certificate of occupancy has been issued by the City Building Official. 3.05. Underground Utilities. The Developer shall contact the electric, telephone, gas and cable companies authorized to provide service to the Subject Property for the purpose of ascertaining whether any of those utility providers intend to install underground lines within the Development. The placement of private underground utilities shall be designed and constructed according to City standards and specifications, and coordinated with the placement of public underground utilities. Any costs associated with the installation of underground utilities required by the utility companies shall be solely borne by the Developer. 3.06. Street Cleaning. Developer shall contract with a street cleaning firm to provide street cleaning services within and immediately adjacent to the Property. A copy of said contract shall be submitted to and approved by City prior to the issuance of a grading permit. This contract shall name City as an authorized agent to order street cleaning services as City deems necessary. The cost of the street cleaning under the contract shall be paid for by Developer. During development of the Property, the Developer shall clean dirt and debris from streets adjoining or within its development on a weekly basis. 3.07. Construction Hours; Noise; Dust. Developer will comply with all requirements of the City pertaining to the hours and days during which construction activities may take place. Unless otherwise approved in writing by the City Administrator, construction hours shall be 7:00 a.m. to 7:00 p.m. Monday through Friday and 9:00 a.m. to 5:00 p.m. on Saturday. The Developer shall not be permitted to work on construction of the 6 Page 139 of 422 Improvements on holidays, except in the case of emergencies. The Developer shall provide dust control to the satisfaction of the City Engineer. 3.08. Erosion Control. Developer shall be responsible for compliance with an approved erosion control plan. The Developer will be given telephone notice when an unsatisfactory condition exists that is determined to be a Developer’s responsibility. Work to correct said unsatisfactory condition shall commence within 72 hours from the time of the telephone notice to Developer’s owner’s representative. If work is not commenced within 72 hours of said telephone notice, City will proceed to do the required work at the expense of the Developer. 3.09. Other Approvals. In addition to the City Approvals, other governmental agencies have reviewed and approved components of the Plans, if required. It is the responsibility of the Developer to ensure that all permits from appropriate governmental agencies are received prior to beginning construction of any Improvements, including Elm Creek Watershed Management Commission approval, Hennepin County right-of-way permits, and MPCA/MDH/MCES permits as applicable. 3.10. Final Plat. The Developer shall record the Final Plat for Northview Preserve 2nd Addition in the land records office for Hennepin County, Minnesota within 30 days of its release by the City to the Developer. Developer shall provide a copy of said recording to the City. 3.11. Additional Work or Materials. All Improvements the Developer is required to complete pursuant to this Agreement shall be designed and constructed according to City standards and specifications and completed at no expense to the City. The Developer agrees that it will make no claim for compensation for work or materials so done or furnished. 3.12. Miscellaneous Obligations. Developer shall comply with the terms and conditions set forth in this Agreement and the following resolutions pertaining to the Development: Resolution No. 2026-34 and Resolution No. 2026-___. 3.13. Special Provisions. The following special provisions shall apply to this development: A. The Developer must obtain a sign permit from the City building official prior to installation of any subdivision identification signs. B. The Developer shall supply a complete set of the approved construction plans in AutoCAD .DWG electronic file format before the preconstruction conference. C. The Developer shall include the “City of Rogers Standard Details and Specifications” (all applicable sections) in the contract documents of their improvement project. D. Additional Special Provisions: 1. Encroachment agreements will be required for retaining walls in a drainage and utility easement. 2. No retaining walls are permitted in trail easements. 3. All retaining walls over four feet shall require issuance of a building permit and a three-foot fence installed on top of the wall. 4. Obtain all required Hennepin County right-of-way construction permits, including coordination with CSAH 116 (Territorial Road) and the CSAH 159 Territorial Road Improvement Plans. 5. Obtain all Elm Creek Watershed Management Commission approvals. 6. Obtain MDH, MPCA and MCES permits. 7. The existing septic system shall be properly decommissioned in accordance with Minnesota Rules Chapter 7080 and Hennepin County requirements prior to or concurrent with site grading. 7 Page 140 of 422 ARTICLE FOUR DEFAULT AND REMEDIES 4.01. Default by Developer. In the event of default by the Developer as to any of the work to be completed by the Developer, its successors or assigns, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than 72 hours in advance and does not, within that 72-hour period, diligently proceed to remedy such default. In the event of such unremedied default, the City may immediately bring legal action against the Developer and/or draw upon the Security. In addition to its other remedies provided herein, the City may levy the cost in whole or in part as a special assessment against the Subject Property. Developer waives its rights to notice of hearing and hearing on such assessments and its right to appeal such assessments pursuant to Minnesota Statutes §429.081. 4.02. Complete Improvements-Right of Entry. In addition to the City’s other remedies under this Agreement, if the Developer’s breach involves failure to complete the Improvements, the City is hereby authorized, at its option, following 30 days written notice to Developer, to enter on to all portions of the Subject Property it deems necessary to complete the installation of any or all of the Improvements to which the default relates. 4.03. Denial of Permits. Breach of any term of this Agreement by the Developer or failure to comply with City ordinances shall be grounds for denial of building or occupancy permits for buildings within the Final Plat until such breach is corrected by the Developer. 4.04. Rights Cumulative. No remedy conferred in this Agreement is intended to be exclusive and each shall be cumulative and shall be in addition to every other remedy. The election of any one or more remedies shall not constitute a waiver of any other remedy. 4.05. Attorney Fees. The Developer will pay the City’s costs and expenses, including attorneys’ fees, in the event a suit or action is brought to enforce the terms of this Agreement or in the event an action is brought upon a bond or letter of credit furnished by the Developer as provided herein. ARTICLE FIVE MISCELLANEOUS PROVISIONS 5.01. Amendment. Any amendment to this Agreement must be in writing and signed by both parties. 5.02. Assignment. The Developer may not transfer or assign any of its obligations under this Agreement without the prior written consent of the City, which shall not be unreasonably withheld. 5.03. Agreement to Run with Land. The Developer agrees to record this Agreement among the land records of Hennepin County, Minnesota contemporaneously with recording the Final Plat of Northview Preserve 2nd Addition and corresponding Final Plat Resolution No. 2026-___. The provisions of this Agreement shall run with the land and be binding upon the Developer and its successors in interest. 5.04. Release. Upon completion of Improvements, the City’s issuance of the Final Approval, and satisfaction of all of the Developer’s obligations under this Agreement, which shall be evidenced by the expiration of the maintenance bond required by Section 1.08 of this Agreement, the City agrees to execute a Certificate of Completion or other recordable instrument releasing the Subject Property from the terms of this Agreement. 5.05. Severability. The provisions of this Agreement are severable, and in the event that any provision of this Agreement is found invalid, the remaining provisions shall remain in full force and effect. 8 Page 141 of 422 IN WITNESS OF THE ABOVE, the duly authorized representatives of the parties have caused this Agreement to be executed in duplicate on the date and year written above. SUMMERGATE COMPANIES LLC ______________________________ Casey Wollschlager Its Manager STATE OF MINNESOTA ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _____ day of _______________ 2026, by Casey Wollschlager, Manager, of Summergate Companies LLC, a Minnesota Limited Liability Company, on behalf of the Company. ____________________________________ Notary Public 9 Page 142 of 422CITY OF ROGERS Shannon Klick Its Mayor Stacie Brown Its City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of _______________, 2026 by Shannon Klick and by Stacie Brown, the Mayor and City Clerk, respectively, of the City of Rogers, a Minnesota municipal corporation, on behalf of the corporation. ____________________________________ Notary Public THIS INSTRUMENT WAS DRAFTED BY: City of Rogers 22350 South Diamond Lake Road Rogers MN 55374 (763) 428-2253 10 Page 143 of 422 EXHIBIT A NORTHVIEW PRESERVE 2ND ADDITION LEGAL DESCRIPTION OF THE PROPERTY Existing Legal Description That part of the West 422.70 feet of the East 808.50 feet of the Southwest 1/4 of the Southwest 1/4 of Section 22, Township 120 North, Range 23 West of the 5th Principal Meridian, lying South of the center line of County Road No. 116, Hennepin County, Minnesota. AND The North 247.50 feet of the West 422.70 feet of the East 808.50 feet of the Northwest 1/4 of the Northwest 1/4 of Section 27, Township 120 North, Range 23 West of the 5th Principal Meridian, Hennepin County, Minnesota. Abstract Property Proposed Plat Lots 1 through 10 inclusive, Block 1; and Outlot A; NORTHVIEW PRESERVE 2ND ADDITION, Hennepin County, Minnesota. 11 Page 144 of 422 EXHIBIT B NORTHVIEW PRESERVE 2ND ADDITION FEES, IMPROVEMENT COSTS & FINANCIAL SECURITIES 2026 EXHIBIT B NORTHVIEW PRESERVE 2ND ADDITION DEVELOPMENT INFORMATION Acres (Net) 4.08 Units 10.00 Lots (24 Units + 10 Outlot) 11.00 PER SECTION 1: PLATTING FEES OWED (CREDITS) COST ACRE/UNIT/LOT AMOUNT DUE NOTES Water Trunk 3,000.00$ Per Acre $ 12,240.00 Sanitary Sewer Trunk 2,600.00$ Per Acre $ 10,608.00 Storm Sewer Trunk 2,400.00$ Per Acre $ 9,792.00 Park Dedication 6,000.00$ Per Unit $ 60,000.00 Subdivision GIS Data Entry Fee 50.00$ Per Acre $ 204.00 Lot Origination Fee 350.00$ Per Lot $ 3,850.00 Subtotal Platting Fees $ 96,694.00 Total Platting Fees $ 96,694.00 SECTION 2: ADMINISTRATIVE AND DEVELOPMENT RELATED COSTS AMOUNT DUE NOTES Administrative $ 15,324.00 3% of Construction - Public Improvements Total Administrative and Development Related Costs $ 15,324.00 LETTER OF SECTION 3: IMPROVEMENT COSTS CREDIT ESCROW NOTES Engineering - Onsite Field Inspection $ 15,624.00 3% of Total Improvements - Engineering Legal $ 2,500.00 City Attorney - Contract Planning $ 4,000.00 City Planner Non-Public Improvements Landscaping $ 10,000.00 Construction - Site (Grading & Erosion Control) Separate Agreement Public Improvements Dedicated to the City Construction - Road Improvements $ 118,061.00 Construction - Utility Improvements (Storm Sewer) $ 226,550.00 Construction - Utility Improvements (Water Main) $ 56,585.00 Construction - Utility Improvements (Sanitary Sewer ) $ 109,615.00 Total Improvement Costs $ 520,811.00 $ 22,124.00 LETTER OF SECTION 4: LOC / ESCROW / FEES REQUIRED CREDIT FEES/ ESCROW NOTES Escrow Section 1: Platting Fees $ 96,694.00 Section 2: Administrative Fees $ 15,324.00 Section 3: Cash Escrow $ 24,336.00 110% of Cash Escrow Subtotal Security 125% Non Public Improvements / 150% Section 3: Letter of Credit $ 778,717.00 Improvements Dedicated to City Total Letter of Credit and Cash Required $ 778,717.00 $ 136,354.00 12 Page 145 of 422 EXHIBIT C NORTHVIEW PRESERVE 2ND ADDITION APPROVED PLANS 13 Page 146 of 422 EXHIBIT D NORTHVIEW PRESERVE 2ND ADDITION CONSENT ___________ (“Bank”) holds a mortgage encumbering the Property. The Property is subject to the foregoing Developer’s Agreement and, accordingly, Bank hereby consents to the Developer’s Agreement; provided, that in doing so, Bank shall not be liable to the City or any other person for the performance or non-performance of the Agreement by the Developer; provided further, that in the event that Bank acquires fee title to the Property by foreclosure or sale in lieu of foreclosure, Bank shall not be required to perform any of the obligations required of the Developer in said Agreement during the Bank’s term of ownership so long as Bank is actively marketing the Property for sale and maintaining the Property in compliance with applicable ordinances. ____________________________________ Dated:_______________________, 20__ By: __________________________________ Its: __________________________________ ACKNOWLEDGEMENT FOR BANK STATE OF MINNESOTA ) )ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this ______ day of __________, 2026, by __________________, the ____________________ of __________________________, a _________________ under the laws of ________________, on behalf of the _________. ____________________________ Notary Public [Developer to provide the required consents] 14 Page 147 of 422 STORMWATER MAINTENANCE AGREEMENT NORTHVIEW PRESERVE 2ND ADDITION THIS AGREEMENT is made this ___ day of ____, 2026 by and between the City of Rogers, a municipal corporation under the laws of Minnesota (“City”), located at 22350 S. Diamond Lake Rd., Rogers, Minnesota 55374, and Summergate Companies LLC, a Minnesota limited liability company, located at 17505 Cedar Ave S, Suite 200, Lakeville, MN 55044 (“Developer”). RECITALS A. This Stormwater Maintenance Agreement applies to NORTHVIEW PRESERVE 2ND ADDITION (“Development”) which consists of approximately 4.74 gross acres and is described as NORTHVIEW PRESERVE 2ND ADDITION, according to the recorded plat thereof (“Subject Property”) and legally described as attached in Exhibit A. B. The Developer is the fee title owner of the Subject Property. C. The City Council approved the Preliminary Plat for NORTHVIEW PRESERVE 2ND ADDITION, a 10-lot single-family residential development (“Development”), by Resolution No. 2026-34 on April 14, 2026. The Final Plat for NORTHVIEW PRESERVE 2ND ADDITION was approved by Resolution No. 2026-53 on May 26, 2026 (collectively, “City Approvals”). The City Engineer will approve the Grading and Utility Plans prior to construction. D. The Developer intends to construct within the Drainage and Utility Easement area (“Easement Area”), as described in Exhibit B and illustrated in the Final Plat document, certain stormwater improvements (“Stormwater Improvements”) as depicted in Exhibit C for the benefit of the Subject Property. The primary stormwater management facility is the filtration basin (Pond 10) located in Outlot A at the north end of the site. E. The City has entered into an agreement with the Developer for the construction and maintenance of the Stormwater Improvements. F. The Elm Creek Watershed Management Commission requires permanent provisions for handling of storm runoff, including provisions for operation and maintenance of all stormwater runoff facilities and ponds, and such provisions are to be set forth in an agreement to be recorded in the real estate records. G. The City and the Developer intend to comply with certain conditions, including entering into a maintenance agreement regarding the Stormwater Improvements. H. In consideration of the mutual covenants of the parties set forth herein and other valuable consideration, the City and the Developer now desire to enter into this Stormwater Maintenance Agreement (“Agreement”) setting forth certain requirements and obligations relating to the Stormwater Improvements of the Subject Property. 1 Page 148 of 422 AGREEMENT 1. Maintenance of the Stormwater Improvements. The Developer and its successors or assigns as fee owner of the Property shall be responsible for maintaining the Stormwater Improvements and for observing all drainage laws governing the operation and maintenance of the Stormwater Improvements. The Developer shall inspect Stormwater Improvements as scheduled in Exhibit D. The Developer shall make all such scheduled inspections, keep record of all inspections and maintenance activities, and submit such records annually to the City. The cost of all inspections and maintenance, including skimming and cleaning of the Stormwater Improvements, shall be the obligation of the Developer and its successors or assigns as the fee owner of the Property. 2. City’s Maintenance Rights. The City may maintain the Stormwater Improvements, as provided in this paragraph, if the City reasonably believes that the Developer or its successors or assigns has failed to maintain the Stormwater Improvements in accordance with applicable drainage laws and other requirements and such failure continues for 60 days after the City gives the Developer written notice of such failure. The Developer shall accept and adequately maintain and inspect the stormwater management facilities located within the City of Rogers drainage and utility easements. This includes all pipes and ditches built to convey stormwater to the facility, as well as structures, improvements, and vegetation provided to control the quantity and quality of the stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The City’s notice shall specifically state which maintenance tasks are to be performed. If the Developer does not complete the maintenance tasks within 60 days after such notice is given by the City, the City shall have the right to enter upon the Easement Area to perform such maintenance tasks. In such case, the City shall send an invoice of its reasonable maintenance costs to the Developer or its successors or assigns, which shall include all staff time, engineering and legal and other costs and expenses incurred by the City. If the Developer or its assigns fails to reimburse the City for its costs and expenses within 30 days of receipt of an invoice, the City shall have the right to assess the full cost thereof against all of the lots within the Property. The Developer, on behalf of itself and its successors and assigns, hereby waives any right to hearing or notice and the right to appeal the assessments otherwise provided by Minnesota Statutes Chapter 429. Notwithstanding the foregoing, in the event of an emergency, as determined by the City Engineer, the 60-day notice requirement shall be waived, and the Developer shall reimburse the City and be subject to assessment for any expense so incurred by the City in the same manner as if written notice had been given. 3. Hold Harmless. The Developer hereby agrees to indemnify and hold harmless the City and its agents and employees against any and all claims, demands, losses, damages, and expenses (including reasonable attorneys’ fees) arising out of or resulting from the Developer’s or the Developer’s agents’ or employees’ negligent or intentional acts, or any violation of any safety law, regulation, or code in the performance of this Agreement, without regard to any inspection or review made or not made by the City, its agents or employees or failure by the City, its agents or employees to take any other prudent precautions. In the event the City, upon the failure of the Developer to comply with any conditions of this Agreement, performs said conditions pursuant to its authority in this Agreement, the Developer shall indemnify and hold 2 Page 149 of 422 harmless the City, its employees, agents, and representatives for its own negligent acts in the performance of the Developer’s required work under this Agreement, but this indemnification shall not extend to intentional or grossly negligent acts. 4. Costs of Enforcement. The Developer agrees to reimburse the City for all costs incurred by the City in the enforcement of this Agreement, or any portion thereof, including court costs and reasonable attorneys’ fees. 5. Notice. All notices required under this Agreement shall either be personally delivered or be sent by certified or registered mail and addressed as follows: CITY: City of Rogers 22350 South Diamond Lake Road Rogers, MN 55374 Telephone: (763) 428-2253 Attn: Steve Stahmer, City Administrator DEVELOPER: Summergate Companies LLC 17505 Cedar Ave S, Suite 200 Lakeville, MN 55044 Attn: Casey Wollschlager, Manager All notices given hereunder shall be deemed given when personally delivered or two business days after being placed in the mail properly addressed as provided herein. 6. Successors. All duties and obligations of Developer under this Agreement shall also be duties and obligations of Developer’s successors and assigns. The terms and conditions of this Agreement shall run with the Property. 7. Effective Date. This Agreement shall be binding and effective as of the date hereof. [Balance of this page intentionally left blank] 3 Page 150 of 422 SUMMERGATE COMPANIES LLC ______________________________ Casey Wollschlager Its Manager STATE OF MINNESOTA ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _____ day of _______________ 2026, by Casey Wollschlager, Manager of Summergate Companies LLC, a Minnesota limited liability company, on behalf of the company. ____________________________________ Notary Public [Balance of this page intentionally left blank] 4 Page 151 of 422 CITY OF ROGERS ______________________________ Shannon Klick Its Mayor ______________________________ Stacie Brown Its Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _______ day of ___________, 2026, by Shannon Klick and by Stacie Brown, the Mayor and Clerk, respectively, of the City of Rogers, a Minnesota municipal corporation, on behalf of the corporation. __________________________________ Notary Public THIS INSTRUMENT WAS DRAFTED BY: City of Rogers 22350 South Diamond Lake Road Rogers MN 55374 (763) 428-2253 5 Page 152 of 422 EXHIBIT A NORTHVIEW PRESERVE 2ND ADDITION LEGAL DESCRIPTION OF THE PROPERTY All lots, blocks, and outlots, NORTHVIEW PRESERVE 2ND ADDITION, Hennepin County, Minnesota, according to the plat thereof. 6 Page 153 of 422 EXHIBIT B NORTHVIEW PRESERVE 2ND ADDITION LEGAL DESCRIPTION OF DRAINAGE AND UTILITY EASEMENTS Legal Description Outlot A, NORTHVIEW PRESERVE 2ND ADDITION, Hennepin County, Minnesota. 7 Page 154 of 422 EXHIBIT C NORTHVIEW PRESERVE 2ND ADDITION DEPICTION OF STORMWATER IMPROVEMENTS 8 Page 155 of 422 EXHIBIT D NORTHVIEW PRESERVE 2ND ADDITION STORMWATER MAINTENANCE AGREEMENT Inspection Schedule for Stormwater Improvements Inspection Item Frequency / Action Debris clean-out Monitor and clean out annually. Sediment removal in basin Monitor annually and clean out when sediment occupies 50% of storage volume. Vegetation Monitor annually; remove undesirable vegetation as needed. Areas with grass cover will be mowed as needed during the growing season to maintain maximum grass heights less than 12 inches. Inlet Monitor annually and repair as needed. Outlet Monitor annually and repair as needed. Sump manholes Monitor annually, remove sediment annually, and repair as needed. Treatment system / filter media Monitor annually, clean and repair as needed. When the filtering capacity of the filter diminishes substantially (i.e., when water ponds on the surface of the filter bed for more than 48 hours), the top few inches of discolored material will be removed and replaced with fresh material. Removed sediments will be disposed of in an acceptable manner. 9 Page 156 of 422 NORTHVIEW PRESERVE SECOND ADDITION C.R. DOC. NO. KNOW ALL PERSONS BY THESE PRESENTS: That Summergate Development, LLC, a Minnesota limited liability company, owner of the following described property: CITY COUNCIL, CITY OF ROGERS, MINNESOTA This plat of NORTHVIEW PRESERVE SECOND ADDITION was approved and accepted by the City Council of the City of Rogers Minnesota at a regular meeting thereof held this day of , 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. That part of the West 422.70 feet of the East 808.50 feet of the Southwest 1/4 of the Southwest 1/4 of Section 22, Township 120 North , Range 23 West of the 5th Principal Meridian, lying South of the center line of County Road No. 116 , Hennepin County, Minnesota. AND CITY COUNCIL, CITY OF ROGERS, MINNESOTA The North 247.50 feet of the West 422.70 feet of the East 808.50 feet of the Northwest 1/4 of the Northwest 1/4 of Section 27, Township 120 North, Range 23 West of the 5th Principal Meridian, Hennepin County, Minnesota. By By Has caused the same to be surveyed and platted as NORTHVIEW PRESERVE SECOND ADDITION and does hereby dedicate to the public for public use the public ways and the drainage Mayor Clerk and utility easements as created by this plat. In witness whereof said Summergate Development, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of COUNTY AUDITOR, Hennepin County, Minnesota 20 . I hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat, dated this day of , 20 . Signed: SUMMERGATE DEVELOPMENT, LLC Daniel Rogan, County Auditor By Deputy By Its SURVEY DIVISION, Hennepin County, Minnesota Pursuant to MN. STAT. Sec. 383B.565 (1969) this plat has been approved this day of , 20 . Chris F. Mavis, County Surveyor By STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this day of , 20 , by , its of Summergate Development, LLC, a Minnesota limited liability company, on behalf of the company. COUNTY RECORDER, Hennepin County, Minnesota I hereby certify that the within plat of NORTHVIEW PRESERVE SECOND ADDITION was recorded in this office this day of , 20 , at o'clock .M. (Signature) (Name Printed) Notary Public, County, Minnesota Amber Bougie, County Recorder By Deputy My Commission Expires I Ernest M. Wirtz Jr. do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 . Ernest M. Wirtz Jr., Licensed Land Surveyor Minnesota License No. 63119 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on this day of , 20 , by Ernest M. Wirtz Jr., a Licensed Land Surveyor, Minnesota License No. 63119 (Signature) (Name Printed) Notary Public, County, Minnesota My Commission Expires Sheet 1 of 2 Sheets Page 158 of 422 NORTHVIEW PRESERVE SECOND ADDITION C.R. DOC. NO. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: North 1/4 Corner of Section 22, Twp. 120, Rge. 23 Found Hennepin County DENOTES FOUND HENNEPIN COUNTY CAST Cast Iron Monument 5 IRON MONUMENT 5 DENOTES SET 1/2 INCH BY 14 INCH REBAR WITH CAP 10 10 INSCRIBED LICENSE NUMBER 63119 TO BE SET IN 55 ACCORDANCE WITH MN STATE STATUTE 505.021, SUBD. 10 centerline of Highway Easement per Document No. 5884447 DENOTES FOUND MONUMENT, AS NOTED ON PLAT (NOT TO SCALE) BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, THE SOUTH LINE OF THE SOUTHWEST QUARTER OF THE AND ADJOINING SIDE LOT LINES, AND BEING 10 FEET IN WIDTH AND SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 120, RANGE 23, IS ASSUMED TO BEAR S 89°13'59" E 47 N72°09'45"W 161.35 ADJOINING PUBLIC WAYS UNLESS OTHERWISE INDICATED ON THIS PLAT point not tangent 47 centerline of Territorial Road per N00°31'08"E 5247.26 southwesterly right of way line Hennepin County State Aid Highway No. 116, Plat 21 per 33 of Territorial Road per Hennepin 65 County State Aid Highway No. 116, Plat 21 per Doc No. Doc No. 4057045 68.07 4057045 C. BRG=N71°06'51"WC=282.94 (HENNEPIN COUNTY STATE AID HIGHWAY∆=02°05'48" NO. 116) R=7732.02 10 S72°09'45"E 141.15 TERRITORIAL ROAD 113.21 point not tangent L=282.96 southwesterly line of Highway 27.94 Easement per Doc No. 5884447 60 Drainage & Utility Easement L=42.60 ∆ 25 =00°19'06" L=70.52 C. BRG=N71°01'44"W C=303.41 ∆ 25 =00°31'37" ∆=02°16'03" 65 157.76 NW Corner of the SW 1/4 of 1 1 L=303.43 SW 1/4 of the SW 1/4 of Section 22 West line of the East 808.50 ft of the L=70.50 Section 22, Twp. 120, Rge. 23 R=7667.02 Found Hennepin County ∆=00°31'37" S19°41'49"W 150.53 2 Cast Iron Monument Drainage & 68.93 Utility Easement 25 N00°34'25"E 307.18 422.70 171.82 L=119.81 ∆=00°53'43" N00°34'25"E East line of the SW 1/4 of the SW 1/4 of Section 22, Twp. 120, Rge. 23 808.50 ∆ ∆ L=17.78 =04°05'57" =01°12'47" L=61.53 4 East line of the West 422.70 ft of the ∆=03°30'57" East 808.50 ft of the SW 1/4 of the 155.22 SW 1/4 of Section 222 31.10 N00°37'43"E 2610.97 L=52.77 S19°41'49"W 3 102.89 R/W C=102.18 S19°41'49"W 156.67 C. BRG=N70°18'59"W S19°41'49"W 151.52 ∆=04°48'37" OUTLOT A Varies 30 Drainage & Utility Easement SW Corner of the SW 1/4 of L=102.25 N00°34'25"E 31.19 L=70.52 over all of OUTLOT A Section 22, Twp. 120, Rge. 23 R=830.00 South 1/4 Corner of Section 22, Found Hennepin County ∆=07°03'30" Twp. 120, Rge. 23 Cast Iron Monument ∆=04°49'41" south line of the SW 1/4 of Found Hennepin County N89°13'59"W Cast Iron Monument 30 L=70.78 the SW 1/4 of Section 22 515.97 L=90.18 S89°13'59"E S89°13'59"E ∆=11°11'15" 1710.28 ∆=06°27'30" north line of the NW 1/4 of L=164.02 S89°13'59"E 2648.95 18.77 19.06 the NW 1/4 of Section 27 NW Corner of the NW 1/4 of C=332.98 L=70.57 C. BRG=S77°49'11"E 30 Section 27, Twp. 120, Rge. 23 WREN LANE North 1/4 Corner of Section 27, ∆ Twp. 120, Rge. 23 Found Hennepin County =04°29'34" L=335.04 Cast Iron Monument 30.00 Found Hennepin County R=870.00 Cast Iron Monument =00°57'12" ∆=22°03'54" ∆ L=14.98 L=66.70 1 ∆=04°14'47" 30 L=68.61 30.00 ∆=04°22'05" L=125.74 8 13 ∆=08°00'17" 70 S00°46'39"W NW 1/4 of the NW 1/4 of Section 27 West line of the East 808.50 ft of the 2 2 247.50 5 104.42 S00°50'11"W 2644.07 East line of the West 422.70 ft of 93.73 N22°15'34"E 248.57 3 the East 808.50 ft of the NW 1/4 N22°15'34"E 223.58 of the NW 1/4 of Section 27 N13°31'14"E 195.74 S00°46'39"W 247.50 N09°09'09"E 180.26 SW Corner of the NW 1/4 of 422.70 Section 27, Twp. 120, Rge. 23 13 S00°46'39"W 247.50 Found Hennepin County 4 S89°13'21"E 140.48 Cast Iron Monument East line of the NW 1/4 of the NW 1/4 of Section 27, Twp. 120, Rge. 23 13 S00°43'04"W 5267.77 808.50 Drainage & south line of the North Utility Easement 7.90 75.84 6 247.50 ft of the NW 1/4 of Drainage & 75.00 Utility Easement the NW 1/4 of Section 27 8 Found 1/2 Inch Open 13 R/W LS #6743 Varies 75.77 10 151.53 103.15 10 84.35 S89°13'59"E 422.70 Found 1/2 Inch Open LS #6743 SCALE IN FEET 0 40 80 120 South 1/4 Corner of Section 27, Twp. 120, Rge. 23 Found Hennepin County Cast Iron Monument Sheet 2 of 2 Sheets Page 159 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 5.16 Subject: Approval of Resolution 2026-55 Allowing for a Short Term Temporary Office at the Asguard Development Site Prepared By: Brett Angell, Community Development Director Recommended Council Action Motion to approve Resolution 2026-55 allowing for a short-term temporary office at the Asguard development site. Overview / Background / Analysis In April 2022, the City Council approved a three-phase development at the corner of Rogers Drive and County Road 144. The first phase, Broadway Pizza, was completed and the new Broadway has been open and operational. The second phase, the Asguard mixed-use building, is currently under construction. The Asguard mixed-use building features three retail spaces and 91 units of market-rate apartments. The third phase is the corner site of the former Broadway Pizza location, which is currently serving as staging for the construction materials. The third phase is future commercial space which is currently soliciting interested users. With the three-phase development, there are internal private drive connections that run through the site. These internal drives include one which connects to County Road 144 at the approximate location of where the current insurance office building is located. The insurance office is moving into one of the commercial spaces within the Asguard building, once it is ready for occupancy. However, due to the timing of the construction and overall site work, the existing insurance office building has to be demolished for grading purposes prior to the new space being ready. Due to the factors listed above, the developer/property owner has requested the city consider and allow for the placement of a temporary office trailer on the site for the insurance user to utilize between the periods of the existing building being demolished and the new space being ready. It is anticipated that this would be for no longer than three (3) to four (4) months based on the current schedule for the new space. The attached resolution allows for the short-term usage of a temporary office on the site. The proposed conditions of this approval include coordination with city staff and the exact placement of the temporary office, review and approval by the building official and fire marshal, and prompt removal following it being vacated. Staff Recommendation Staff recommend approval of Resolution 2026-55 allowing for a short-term temporary office at the Asguard development site. Page 160 of 422 Financial Impact: Not applicable. Source Fund: Not applicable. Budgeted? N/A Supporting Documentation A. Resolution No. 2026-55 Asguard Short Term Office Page 161 of 422 RESOLUTION NO. 2026-55 ALLOWING FOR A SHORT-TERM TEMPORARY OFFICE AT THE ASGUARD DEVELOPMENT SITE WHEREAS, Asguard Acquisitions, LLC (“Applicant”) has submitted a request to the City of Rogers (“City”), requesting approval of the placement of a temporary office to be placed on the development site to be used by a future user of the Asguard building while it is under construction; and WHEREAS, on April 26th, 2022, the Rogers City Council approved development plans for the Asguard mixed-use development and entered into a Development Agreement for said development; and WHEREAS, the Asguard mixed-use development is currently under construction which includes significant site work and internal roadway connections; and WHEREAS, due to the timing of the construction schedule, the existing office building is required to be demolished prior to the user being able to occupy their new space on the ground floor of the Asguard building; and WHEREAS, the City Council considered the request to allow for a temporary office space to be placed on the development site during the construction period at the May 26, 2026, meeting date. NOW THEREFORE, BE IT RESOLVED, BY THE CITY COUNCIL OF THE CITY OF ROGERS, MINNESOTA, the request to allow for a temporary short-term office space to be placed at the Asguard mixed-use development site is hereby approved subject to the following conditions: 1. Prior to the placement of the temporary office, the Developer shall coordinate the exact location with city staff and receive approval for the proposed location. 2. The use of the temporary office trailer shall meet any requirements deemed necessary and appropriate by the Building Official and Fire Marshall. 3. The temporary office trailer shall not be located on the site for a period of more than five (5) months from the date of this approval. 4. The temporary office trailer must be removed within ten (10) business days following it being vacated by the user and/or a certificate of occupancy/temporary certificate of occupancy being granted for the future space of the user. Moved by Councilmember , seconded by Councilmember The following voted in favor of said resolution: The following voted against the same: The following abstained: 1 Page 162 of 422 Whereupon said resolution was declared duly passed and adopted, and was signed by the Mayor, and attested by the City Clerk dated this 26th day of May 2026. __________________________________ Shannon Klick, Mayor ATTEST: __________________________________________ Stacie Brown, City Clerk 2 Page 163 of 422 EXHIBIT A LEGAL DESCRIPTION Subject Property LOTS 1-3, BLOCK 1, ASGUARD ADDITION, HENNEPIN COUNTY, MINNESOTA Torrens Property PIDs 14-120-23-11-0006, 14-120-23-12-0024, and 14-120-23-12-0023 3 Page 164 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 5.17 Subject: Approval of Sunnyside Park Playground Equipment Replacement Prepared By: Mike Bauer, Parks & Recreation Director Recommended Council Action Move to approve the purchase of playground equipment and installation services for Sunnyside Park from MWP Recreation in the total amount of $299,999 and authorize the Parks & Recreation Director to execute required agreements and coordinate installation. Overview / Background / Analysis Sunnyside Park’s current playground equipment was installed in 1999 and is now well beyond the recommended useful lifespan for public playground structures. Replacement is necessary to maintain safety standards, accessibility compliance, and provide high-quality recreational opportunities for neighborhood families. As part of the project development process, the Parks and Recreation Advisory Commission reviewed design concepts presented through a public process by six qualified playground vendors. Each vendor participated in public meetings and provided design materials for commission and community review, 11 playground options and configurations utilizing the existing playground container. Following this evaluation, MWP Recreation emerged as the preferred provider based on design quality, durability, safety features, accessibility components, and overall cost. Installation of play equipment, drainage tile, footings, assembly, and labor, for a total: $51,954.09. The playground equipment package includes: Powerscape Spire Tower Play Unit, Primetime unit, ADA swing set, benches, shade structures, engineered wood fiber surfacing, poured-in-place surfacing, SkyRun zip track, sensory dome, and related components, is $248,045.91. The total cost of the project is $299,999.00. This would be with Parks Staff removing and auctioning off the equipment, as we have done in the past. Staff Recommendation Approve the purchase of playground equipment and installation services for Sunnyside Page 165 of 422Park from MWP Recreation in the total amount of $299,999, and authorize the Parks & Recreation Director to execute required agreements and coordinate installation. Financial Impact: $299,999.00 Source Fund: 404-Capital Reserves Budgeted? Supporting Documentation A. Site Plan B. Installation Quote C. Equipment Quote D. Rendering-1copy E. Rendering-2copy F. Rendering-7copy G. Rendering-9copy Page 166 of 422 Please Sign & Date the Final Top View: Mfg. By: Sold & Distributed By: P.O. Box 27328, Golden Valley, MN 55427 763-546-7787 1-800-622-5425 Sunnyside Park - Option 2 Fax 763-546-5050 E-Mail info@mwprecreation.com Rogers, MN THIS PLAN REQUIRES A FINISHED GRADE RESOLUTION Page 167 of 422QUOTE 1067430109 • 05/12/2026 IRFP Sunnyside Park - Option 2 - Rogers, MN - D12925L2 Customer: Prepared for: Prepared by: City of Rogers Mike Bauer MWP Recreation 22350 S. Diamond Lake Rd. Phone: 7634280974 4800 Olson Memorial Hwy, Suite 130 Rogers, MN 55374 mbauer@ci.rogers.mn.us Golden Valley, Minnesota 55422 United States Ph. 8006225425 | 763546778 | dan@MWPrecreation.com Ship to Zip: 55374 ACCOUNT EXECUTIVE DAN LANES Quantity Part # Description Unit Price Amount 1 LUMP Other - Drain Tile Installation $7,650.00 $7,650.00 1 INSTALL Install - Installation of Play Equipment $44,304.09 $44,304.09 Unpack Equipment Layout/Dig Footing Holes Assemble Playground Equipment/Site Amenities Pour Concrete Footings Dispose of Packing Materials Sub Total $51,954.09 Grand Total $51,954.09 Comments Owner is responsible for accepting delivery and storage of play equipment Owner is responsible for removal of existing play equipment, safety surfacing, and drainage Owner is responsible for providing a flat and level area with less than 1% grade change Page 1 of 5 Page 168 of 422QUOTE 1067430109 • 05/12/2026 This quotation is subject to current MWP Recreation MWP policies as well as the following terms and conditions. Our quotation is based on shipment of all items at one time to a single destination, unless noted, and changes are subject to price adjustment. Purchases in excess of $1,000.00 to be supported by your written purchase order made out to MWP Recreation. Each quote is handled on a per order/project basis.  Unless a long-term agreement is in place between purchaser and MWP, terms and conditions of this quotation shall be as outlined herein with no other requirements applicable. Any changes made to product and/or services after initial order(s) has/have been received by MWP will result in production and/or schedule time frame modifications.  Please contact your regional representative to receive a revised schedule for your order/project. Indemnification; Owner/Owner's Representative will indemnify and hold Minnesota Playground, Inc., dba, MWP Recreation MWP, harmless for all claims, damages and related costs, including reasonable legal fees and costs, arising out of Owner/Owner's Representative's negligence or noncompliance with any of its commitments under this document. MWP will indemnify and hold Owner/Owner's Representative harmless for all claims, damages and related costs, including reasonable legal fees and costs, arising out of MWP's negligence or noncompliance with any of its commitments under this document. Excusable Delays/Additional Costs:  MWP, and/or its affiliates, shall be liable for default unless delay of performance, whether supplying materials only or including installation in accordance with our project scope, is caused by an occurrence beyond reasonable control of MWP, and/or its affiliates, such as, but not limited to, acts of Superior Force or the public enemy, acts of Government in either its sovereign or contractual capacity, fire, floods, epidemics, quarantine restrictions, strikes, unusually severe weather, delays of common carriers (for transportation of goods whether raw materials or finished product), attainability of raw materials and severe tariffs.  Such events resulting in additional costs are not included in quoted amounts and shall be the responsibility of the Owner/Owner's Representative.  Any additional costs shall be provided in writing for purchaser's records and shall be due upon payment of invoice. Pricing: f.o.b. factory, firm for 15 days from date of quotation.  If placing an order after expiration of quote, please contact our office for updated pricing.  A tax-exempt certificate is needed at time of order entry for all orders whether from tax-supported government agencies or not. Sales tax, if applicable, will be added at time of invoice unless a tax exempt certificate is provided at time of order entry. Payment terms: net 30 days for tax supported governmental agencies. Should this quotation be forwarded to an agency not listed on this quote, credit terms, as well as other terms and conditions herein, may be need to be altered. For instance, non-tax supported organization purchasing any or all products and/or services quoted herein may require full payment for that amount due at time of order entry. Remaining balance owed by tax supported agency, if any, shall still be net 30 days. A 1.5% per month finance charge will be imposed on all past due accounts. Equipment shall be invoiced separately from other services and shall be payable in advance of those services and project completion. Retainage not accepted. Unless already on file, please include a tax exempt certificate upon order entry whether a tax supported government agency or other. Installation: shall be by a Certified GameTime Installer. Customer shall be responsible for scheduling coordination and site preparation. Site should be level and permit installation equipment access. Purchaser shall be responsible for unknown conditions such as buried utilities, tree stumps, bedrock or any concealed materials or conditions that may result in additional labor or material costs. Page 2 of 5 Page 169 of 422QUOTE 1067430109 • 05/12/2026 Project Scope: Please note, installation is based on site being ready prior to our arrival to install play equipment as well as site conditions that have been conveyed to our organization by the owner/owner's representative and/or ideal conditions existing for a timely completion of your project as quoted. Unless addressed prior to the installation quote being issued or specifically mentioned herein, any issues that arise that impede the progress/completion of your project as quoted will result in additional charges. Weather can change project scheduling in many ways. Take rain for an example. Day, or days, before rain... If weather forecasts show a high percentage chance for rain that will effect the site conditions, a postponement may be in order. Digging holes, laying certain surfacing materials, etc., are greatly affected by weather conditions and work may not begin/continue due to weather forecasts. There's the rain days themselves, which if heavy enough rainfall occurs, makes a site unworkable. Day, or days, after rain... Drying time will be needed after rain and the number of days needed will vary depending on amount of moisture received. One actual rain day may equal multiple delay days depending on work scheduled to be done. + INCLUSIONS + + One mobilization + Public utility locates only + Installation of equipment as outlined in Quote #1067430108 + Marking and digging of footings holes to accept direct embedment supports as needed + Unpacking of play equipment + Assembly of play equipment + Concrete for footings as needed + Pouring of concrete for footings + Engineered wood fiber EWF surfacing + Poured-in-place safety surfacing + Drain tile + Construction tape/temporary bracing (as needed) + Standard insurance offerings + Standard warranty offerings + Standard industry accepted labor wages + Disposal of packing material - EXCLUSIONS - - Clear access path up to and into play area for installation equipment (minimum of 8-foot wide, includes but not limited to gates, walkways, driveways, etc.) - Staging area for materials and installation equipment, trailers, etc. - Unobstructed space for maneuvering installation equipment as well as performing work - Security fencing of any type - On site security personnel - If fencing is in place (by others), ability to unlock fencing is to be provided to our office a minimum of one week prior to our start - Private utility locates such as, but not limited to, irrigation, fiber optics, private lighting, etc. - Accepting, unloading and storage of order(s)/shipment(s) prior to installation.  Please note, orders can be packaged/shipped in large crates, pallets, etc., requiring heavy-duty equipment to unload. - Sitework of any kind such as, but not limited to, grading (play area to have max slope of 1%, site restoration, drainage, etc. - Removal of existing play equipment, border, safety surfacing, etc. - Backfill and compaction of backfill after removal of existing items (for footing holes as an example) that leave voids in area (marking and digging of new footing holes based on workable site) - Digging in compacted sub-surfaces, rock, hard pan, tree roots, unstable soil conditions, etc. - Restoration of compacted sub-surfaces for playground surfacings such as, but not limited to, poured-in-place rubber, rubber tiles, artificial turf, etc. - Digging/maneuvering in sand, pea gravel, mud, etc. - Offsite removal of spoils from footing holes (can be stockpiled near play area for owner/owner's representative removal or spread within play area) - Border to help contain playground safety surfacing - Removal of temporary braces, caution/construction tape, etc. Can be removed and disposed of after concrete has cured.) - Bonding of any type - Permits of any kind - Prevailing, Davis Bacon, Union, or similar, wages Page 3 of 5 Page 170 of 422QUOTE 1067430109 • 05/12/2026 - Restroom facilities.  Please provide access to restrooms whether within a building or portable style.  Should use of site facilities not be available, additional charges will be required to bring on site temporary/portable restrooms. These temporary facilities will be removed once your project has been completed. - Short term maintenance, check manufacturer's owner's manual recommendations for maintenance and always follow these written instructions.  To help set up short (and ongoing) term maintenance, use the first twelve months to regularly check equipment (such as, but not limited to, tightening hardware, checking moving features, etc.).  Twelve months allows use in all seasons and will provide a better understanding of what will be necessary for your ongoing maintenance.  This short term schedule will be based on the amount of use the play equipment is getting as well as the type of play event that is being played on.  Activities with movement have a more dynamic play which can lead to more maintenance due to the nature of the motion but also because these types of play events tend to be more popular.  Static features may require less attention during the short term and ongoing maintenance as inspections will determine frequency of maintenance needed for these events.  There may be a need for scheduled lower and higher frequency inspections. - Ongoing maintenance, check manufacturer's owner's manual recommendations for maintenance and always follow these written instructions.  After short term maintenance period is done and data is collected for that time period, an ongoing schedule should be implemented.  The ongoing maintenance can change with age and greater use.  There may be a need for scheduled lower and higher frequency inspections. Should weekend work be necessary or non-standard hours be worked, please provide a site contact and the best telephone number to reach this person in case an urgent matter arises requiring immediate attention. Name _________________________________________________ Cell ___________________________________________________ Other Telephone Number) ____________________________ Wet Site Conditions: installation areas located near wetlands, where a high water table exists or in any environment that produces excessive moisture will require additional planning prior to installation of your project.  Unless excessively wet conditions have been conveyed prior to installation quote and accounted for in some manner, your installation will not proceed. Ideal dry conditions need to be present to begin, and complete, your project as quoted. Exclusions: unless specifically included, this quotation excludes all site work and landscaping; removal of existing equipment; acceptance of equipment and off-loading; storage of goods prior to installation; equipment assembly and installation; safety surfacing; borders and drainage provisions. Order Information: Bill To: _____________________________________________ Ship To: _____________________________ Company: ___________________________________________ Project Name: ________________________ Attn: ________________________________________________ Attn: _____________________________ Address: _____________________________________________ Address: ____________________________ City, State, Zip: _______________________________________ City, State, Zip: ______________________ Contact: ______________________________________________ Contact: ____________________________ Tel: _________________________________________________ Tel: ________________________________ Email:_______________________________________________ Email:___________________________________ Page 4 of 5 Page 171 of 422QUOTE 1067430109 • 05/12/2026 Acceptance of quotation: Accepted By (printed): _________________________________ P.O. No: _____________________________ Signature: ___________________________________________ Date: ________________________________ Title: _______________________________________________ Phone: ______________________________ Facsimile: __________________________________________ Purchase Amount: $51,954.09 Page 5 of 5 Page 172 of 422QUOTE 1067430108 • 05/12/2026 MRFP Sunnyside Park - Option 2 - Rogers, MN - D12925L2 Customer: Prepared for: Prepared by: City of Rogers Mike Bauer MWP Recreation 22350 S. Diamond Lake Rd. Phone: 7634280974 4800 Olson Memorial Hwy, Suite 130 Rogers, MN 55374 mbauer@ci.rogers.mn.us Golden Valley, Minnesota 55422 United States Ph. 8006225425 | 763546778 | dan@MWPrecreation.com Ship to Zip: 55374 ACCOUNT EXECUTIVE DAN LANES Quantity Part # Description Unit Price Amount 1 RDU GameTime - Powerscape Spire Tower Play Unit, Ages 512 $81,469.50 $81,469.50 Custom: 2 Color HDPE: __________, Accent 2: __________, Accent: __________, Arch: __________, Basic: __________, Cabling: __________, Deck:Pvc: __________, HDPE: __________, Metal Roof: __________, Roto Plastic: __________, Tube: __________ 4 80000 – 49" Sq Punched Steel Deck 1 80931 – Single Gizmo Panel 1 81669 – Hand Cycler 2 90266 – 8' Upright, Alum 1 90270 – 12' Upright, Alum 2 90271 – 13' Upright, Alum 2 90273 – 15' Upright, Alum 1 90355 – Store Front Panel, Below Dk 2 90538 – 60" Roof Extension W/Cap 1 90551 – Square Modern Roof 1 90579 – Double Swerve Slide 1 90639 – Spiral Climber 5'0" & 5'6") 3 90704 – Left Curve Section Wilderslide Ii 1 90709 – Support Wilderslide Ii 1 90762 – Long Exit ( Use On 7' & 8' Slides) 1 90790 – Sloped Funnel Climber Barrier Dbl 1 90844 – Double With Spiral 1 91620 – Hi-Line Climbing Link 1' Rise 1 91649 – Circle Climb 5'0"6'0" 1 91719 – Modern Transfer w/Barrier 4' Rise 1 91740 – Narrows Climber 7'6"9') 1 91769 – Altus X Tower Tube To S Slide 1 91810 – Altus Spire 12' - Slide Left 3 91873 – Hoop Roof 3 Deck Span) 1 91881 – Ascent Climber 2 91931 – Entryway Versa Page 1 of 5 Page 173 of 422QUOTE 1067430108 • 05/12/2026 2 91932 – Hi Point Entryway Versa 3 91934 – Offset Entryway Versa 1 91938 – Enclosure Versa 1 91968 – Archway with Socket Versa 1 91977 – Ludo Game Panel 1 95159 – Exuma Seat 1 G90270 – 12' Upright, Galv 3 G90272 – 14' Upright, Galv 10 G90273 – 15' Upright, Galv 1 90575 – Scramble Up 6'6" To 8'0") 1 4873 – Maze Panel 11" Gizmo (double sided) 1 RDU GameTime - Primetime Play Unit, Ages 25 $17,091.50 $17,091.50 Custom: Accent 2: __________, Accent: __________, Basic: __________, Deck:Pvc: __________, Fabric 1: __________, Roto Plastic: __________, Uni Plastic: __________ 2 12023 – 3 1/2" Uprt Ass'Y Alum 8' 2 12024 – 3 1/2" Uprt Ass'Y Alum 9' 2 12025 – 3 1/2" Uprt Ass'Y Alum 10' 1 13540 – Crunch Bar 2 18200 – 36" Sq Punched Deck P/T 1.3125 1 18692 – Single Thunder Ring 1 19094 – Schooner 2'6" & 3') 1 19121 – Curved Zip Slide 1 19198 – 26" Bubble Panel 1 19223 – Sloped Funnel Climber 1 19287 – River Rock Climber 1 19363 – 3'6"/4'0" Zip Swerve Slide Right 1 19912 – Modern Transfer w/Barrier 2' Rise 1 19969 – 14' Sunblox Square Canopy 4 G12026 – 3 1/2" Uprt Ass'Y Galv 11' 1 RDU GameTime - Primetime ADA Swing Set $5,414.00 $5,414.00 Custom: Basic: __________, Roto Plastic: __________ 2 5287 – Belt Seat for 8' Toprail 1 5293 – Enclosed Tot Seat for 8' Toprail 1 5320 – 8' ADA Primetime Swing Frame 1 5321 – 8' ADA Primetime Swing Add-ABay 1 5375 – Zero-G 25 Yellow 8' Height 1 5058 GameTime - Arch Swing Galv $7,880.00 $7,880.00 Basic: __________, Roto Plastic: __________ 1 6257 GameTime - Sensory Dome - Large $23,866.00 $23,866.00 Accent: __________, Basic: __________, Roto Plastic: __________ 1 6372 GameTime - Spin With Me With Handle) $7,748.00 $7,748.00 Accent: __________, Roto Plastic: __________ 4 28009 GTSite - 6' P/S Bench W/Back Inground $1,130.00 $4,520.00 Basic: __________, Coated Site: __________ 1 39024I GameTime - Bingo's Playhouse $9,904.00 $9,904.00 2 Color HDPE: __________, 2 ColorHDPE2: __________, Basic: __________, HDPE: __________ Page 2 of 5 Page 174 of 422QUOTE 1067430108 • 05/12/2026 1 91778 GameTime - SkyRun Zip Track 35 - Zip Seat $18,730.00 $18,730.00 Accent: __________, Basic: __________, Deck:Pvc: __________ 1 6197 GameTime - Backhoe Digger $1,645.00 $1,645.00 Basic: __________ 1 6198 GameTime - Backhoe Digger, Accessible $1,671.00 $1,671.00 Basic: __________ 1 178749 GameTime - Owner's Kit $98.07 $98.07 4 161292 GameTime - Wear Mat 36" x 36" $358.00 $1,432.00 2 QRI433 GTShade - HYU101008IG HYPERBOLIC UMB 10X10X8 $4,720.00 $9,440.00 Basic: __________, Fabric 1: __________ 1 EWF Other - Engineered Wood Fiber Safety Surfacing* $21,437.30 $21,437.30 400 CY 12" depth Includes geo-fabric Includes blow-in 1 PIP Other - Poured-in-Place Safety Surfacing* $16,370.00 $16,370.00 238SF 8ft CFH Includes security Includes disposal Sub Total $228,716.37 Freight $19,329.54 Grand Total $248,045.91 Comments Owner is responsible for accepting delivery and storage of play equipment Owner is responsible for removal of existing play equipment, safety surfacing, and drainage Owner is responsible for providing a flat and level area with less than 1% grade change This quotation is subject to current MWP Recreation MWP policies as well as the following terms and conditions. Our quotation is based on shipment of all items at one time to a single destination, unless noted, and changes are subject to price adjustment. Purchases in excess of $1,000.00 to be supported by your written purchase order made out to MWP Recreation. Each quote is handled on a per order/project basis.  Unless a long-term agreement is in place between purchaser and MWP, terms and conditions of this quotation shall be as outlined herein with no other requirements applicable. Any changes made to product and/or services after initial order(s) has/have been received by MWP will result in production and/or schedule time frame modifications.  Please contact your regional representative to receive a revised schedule for your order/project. Page 3 of 5 Page 175 of 422QUOTE 1067430108 • 05/12/2026 Indemnification; Owner/Owner's Representative will indemnify and hold Minnesota Playground, Inc., dba, MWP Recreation MWP, harmless for all claims, damages and related costs, including reasonable legal fees and costs, arising out of Owner/Owner's Representative's negligence or noncompliance with any of its commitments under this document. MWP will indemnify and hold Owner/Owner's Representative harmless for all claims, damages and related costs, including reasonable legal fees and costs, arising out of MWP's negligence or noncompliance with any of its commitments under this document. Excusable Delays/Additional Costs:  MWP, and/or its affiliates, shall be liable for default unless delay of performance, whether supplying materials only or including installation in accordance with our project scope, is caused by an occurrence beyond reasonable control of MWP, and/or its affiliates, such as, but not limited to, acts of Superior Force or the public enemy, acts of Government in either its sovereign or contractual capacity, fire, floods, epidemics, quarantine restrictions, strikes, unusually severe weather, delays of common carriers (for transportation of goods whether raw materials or finished product), attainability of raw materials and severe tariffs.  Such events resulting in additional costs are not included in quoted amounts and shall be the responsibility of the Owner/Owner's Representative.  Any additional costs shall be provided in writing for purchaser's records and shall be due upon payment of invoice. Pricing: f.o.b. factory, firm for 15 days from date of quotation.  If placing an order after expiration of quote, please contact our office for updated pricing.  A tax-exempt certificate is needed at time of order entry for all orders whether from tax-supported government agencies or not. Sales tax, if applicable, will be added at time of invoice unless a tax exempt certificate is provided at time of order entry. Payment terms: net 30 days for tax supported governmental agencies. Should this quotation be forwarded to an agency not listed on this quote, credit terms, as well as other terms and conditions herein, may be need to be altered. For instance, non-tax supported organization purchasing any or all products and/or services quoted herein may require full payment for that amount due at time of order entry. Remaining balance owed by tax supported agency, if any, shall still be net 30 days. A 1.5% per month finance charge will be imposed on all past due accounts. Equipment shall be invoiced separately from other services and shall be payable in advance of those services and project completion. Retainage not accepted. Unless already on file, please include a tax exempt certificate upon order entry whether a tax supported government agency or other. GameTime Standard Product Shipment: order shall ship within six to eight weeks after GameTime's receipt and acceptance of your purchase order, color selections, approved submittals, if required, and receipt of deposit, if required. Receipt of anything other than what is stated herein will not constitute an order and therefore no materials will be placed into production nor installation, if required, will be scheduled. EWF Shipment: order shall deliver within 14 - 21 days after our receipt and acceptance of your purchase order as well as schedule and weather allowing. Bulk material will ship via semi-truck/trailer with a live floor system in trailer which allows driver to deposit EWF directly onto a specific area provided proper access is available. If driver is asked to deposit EWF in certain area, driver has final say whether the site conditions allow proper access for the semi-truck/trailer. If MWP is installing EWF, bulk material will need to be deposited no farther than 30 yards from play area where surfacing is to be spread. If distance from deposited EWF to play area is greater than 30 yards, additional time/cost will be charged based on lack of site access. Additionally, this 30 yard route to install EWF must be free from any/all obstacles such as, but not limited to, landscaping, curbing, fencing, etc. Site restoration is not included and will be the responsibility of the owner/owner's representative. Road restrictions may be in effect and cause delays depending on time of year. Freight charges: Prepaid & added Page 4 of 5 Page 176 of 422QUOTE 1067430108 • 05/12/2026 Exclusions: unless specifically included, this quotation excludes all site work and landscaping; removal of existing equipment; acceptance of equipment and off-loading; storage of goods prior to installation; equipment assembly and installation; safety surfacing; borders and drainage provisions. Order Information: Bill To: _____________________________________________ Ship To: _____________________________ Company: ___________________________________________ Project Name: ________________________ Attn: ________________________________________________ Attn: _____________________________ Address: _____________________________________________ Address: ____________________________ City, State, Zip: _______________________________________ City, State, Zip: ______________________ Contact: ______________________________________________ Contact: ____________________________ Tel: _________________________________________________ Tel: ________________________________ Email:_______________________________________________ Email:___________________________________ Acceptance of quotation: Accepted By (printed): _________________________________ P.O. No: _____________________________ Signature: ___________________________________________ Date: ________________________________ Title: _______________________________________________ Phone: ______________________________ Facsimile: __________________________________________ Purchase Amount: $248,045.91 Page 5 of 5 Page 177 of 422Page 178 of 422Page 179 of 422Page 180 of 422Page 181 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 5.18 Subject: Approval to Hire Angela Grotte for the Recreation Administrative Assistant II Prepared By: Stacy Scharber, Assistant Administrator/HR Director Recommended Council Action Motion to hire Angela Grotte as the Administrative Assistant II for the Parks and Recreation Department. Overview / Background / Analysis At the April 14, 2026 meeting, Council authorized the advertisement for the Administrative Assistant II (Recreation) position. This position works directly with Mike Bauer to assist him with his duties and the various committees he oversees. Over 40 applications were received for the position. Two rounds of interviews were conducted; a first-round Teams (virtual) interview and a second-round in-person interview. The committee selected a finalist and a job offer has been extended. At the time of this memo, the offer has not yet been accepted. We are putting this item in as a place-holder, and will update this memo once the offer is accepted, or if we go with another candidate. ****UPDATE**** Staff is pleased to recommend Angela Grotte as the Administrative Assistant II hire for the City of Rogers. Angie has worked the past 14+ years for ISD 728; both the Rogers Elementary and the Rogers Middle School most recently with the title of Senior Administrative Assistant. Staff Recommendation Motion to hire Angela Grotte as the Administrative Assistant II for the Parks and Recreation Department. Financial Impact: Source Fund: Budgeted? Yes Supporting Documentation None Page 182 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 6.1 Subject: Public Hearing and Consideration of a Right-of-Way Vacation Request Corresponding to the Development of the Property at 21355 136th Avenue • Approve Resolution 2026-50; Vacating Certain Rogers Drive Right-of-Way Located to the East of the Property at 21355 136th Avenue Prepared By: Brett Angell, Community Development Director Recommended Council Action Open the public hearing and take public feedback on the request. Motion to approve Resolution 2026-50 approving a right-of-way vacation request corresponding to the development of the property at 21355 136th Avenue. Overview / Background / Analysis In 2025, the City of Rogers entered into a purchase agreement to sell certain property located at 21355 136th Ave to Cloutier Properties for the future development of a retail strip center of approximately 10,000 square feet. On May 12, 2026, the City Council approved a site plan and variance request corresponding to this development. The approved development consists of an approximately 9,100 square foot retail building. The building is expected to include four (4) tenants, including one which would have a drive-through. The approved variance was related to a reduction in the parking setbacks. As part of this development and property sale, the applicant is requesting the city vacate certain excess right-of-way directly adjacent to the development parcel to the east. The proposed vacation area is depicted in the attachments. It is anticipated that the vacated area will be utilized by the development for any onsite stormwater treatment that may be required and for the placement of their monument/freestanding signage. Around 2006, the City of Rogers re-aligned Rogers Drive at the time of the development of the movie theater and adjacent retail buildings. With the re-alignment, it shifted Rogers Drive slightly to the east to create an intersection. Previously, Rogers Drive went straight north-south. With the re-alignment, it created an area of excess right-of-way adjacent to the development parcel that is no longer needed for right-of- way purposes with the current build-out of the area. Aerials showing the changes to the alignment in the past are attached to this item. Page 183 of 422The vacation of the right-of-way provides additional flexibility to the lot to ensure the building can hit the proposed sizing and to allow for the site to create as much parking as possible. Staff Recommendation Staff recommend the approval of Resolution 2026-50 approving a right-of-way vacation request corresponding to the development of the property at 21355 136th Avenue. Financial Impact: Not applicable. Source Fund: Not applicable. Budgeted? N/A Supporting Documentation A. Resolution 2026-50 Maynards Lot Vacations B. Aerial Photos C. Vacation Exhibit Page 184 of 422 CITY OF ROGERS RESOLUTION NO. 2026-50 A RESOLUTION VACATING CERTAIN ROGERS DRIVE RIGHT-OF-WAY LOCATED TO THE EAST OF THE PROPERTY AT 21355 136TH AVENUE WHEREAS, a public hearing to consider vacating a certain right-of-way was held on May 26th, 2026, at 7:00 p.m. before the Rogers City Council at 21201 Memorial Drive, Rogers, MN, after due published notice had been given by the City Clerk; and, WHEREAS, the vacations are required in connection with the future development of the parcel located at 21355 136th Avenue, legally described as Lot 1, Block 2, Diamond Lake Village, that has an approved development plan for the construction of a new retail multi-tenant building of approximately 9,100 square feet; and, WHEREAS, due to a previous roadway realignment of Rogers Drive, excess right-of-way was created that is no longer needed for current or future right-of-way purposes; and, WHEREAS, the right-of-way vacated is legally described in Exhibit A and depicted in Exhibit B; and, WHEREAS, there was no objection to vacating the right-of-way and easements as described herein, and the Rogers City Council found it to be in the public interest to vacate said right-of- way and easements; and, WHEREAS, four-fifths (4/5) of all members of the City Council concur in this Resolution. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ROGERS, MINNESOTA, the City hereby declares that excess Rogers Drive right-of-way as legally described in Exhibit A and depicted in Exhibit B, is hereby vacated. BE IT FURTHER RESOLVED, the Mayor and City Clerk are hereby authorized to sign all documents necessary to effectuate the intent of this Resolution. Moved by Councilmember ______________, seconded by Councilmember ______________ The following voted in favor of said resolution: The following voted against the same: The following abstained: Whereupon said resolution was declared duly passed and adopted, and was signed by the Mayor and attested by the Clerk dated this May 26th, 2026. Page 185 of 422 ______________________________ Shannon Klick, Mayor ATTEST: ____________________________ Stacie Brown, City Clerk Page 186 of 422 EXHIBIT A LEGAL DESCRIPTIONS RIGHT-OF-WAY VACATION To vacate that part of Rogers Drive as donated and dedicated in the plat of Walter Dehn Commerce Center 5th Addition, Hennepin County, Minnesota, which lies East of and adjacent to Lot 1, Block 2, Diamond Lake Village and Outlot B, Walter Dehn Commerce Center 5th Addition, Hennepin County, Minnesota and Southwesterly and Northwesterly of the following described line: Commencing at the Northeast corner of said Lot 1, Block 2, Diamond Lake Village; thence South 00 degrees 43 minutes 28 seconds East, along the east line of said Lot 1 a distance of 25.99 feet to the point of beginning of said line; thence Southeasterly 204.10 feet along a tangential curve concave to the northeast with a radius of 350.00 feet and a central angle of 33 degrees 24 minutes 42 seconds; thence Southwesterly 145.81 feet along a non-tangential curve concave to the southeast with a radius of 200.00 feet a central angle of 41 degrees 46 minutes 18 seconds and the chord of said curve is 142.60 feet in length and bears South 23 degrees 12 minutes 20 seconds West to the southeast corner of said Outlot B, Walter Dehn Commerce Center 5th Addition and said line there terminating. Page 187 of 422 EXHIBIT B VACATION DEPICTION Page 188 of 422 AERIAL PHOTOGRAPHS Before Realignment After Realignment Page 189 of 422 ROAD VACATION EXHIBIT NE CORNER OF LOT 1, BLOCK 2, DIAMOND LAKE VILLAGE N 89°16'32" E 164.11 25.99 S 00°43'28" E 00°43'28" S Rogers Drive EAST LINE OF LOT 1, BLOCK 2, DIAMOND LAKE VILLAGE L=204.10 R=350.00 =33°24'42" SCALE 1" = 50' 100.0 N 00°43'28" W 349.06 W 00°43'28" N PORTION OF BE VACATED ROGERS DRIVE TO S 00°43'28" E 325.76 E 00°43'28" S L=145.81 R=200.00 =41°46'18" Ch.= 142.60 Ch. Brg.=S 23°12'20" W N 89°57'01" W 83.88 Rogers Drive S 72°20'27" W 83.87 N 89°16'32" E 164.11 SE CORNER OF OUTLOT B, WALTER 23.30 DEHN COMMERCE CENTER 5TH Main Street Frontage RoadE 00°43'28" S To vacate that part of Rogers Drive as donated and dedicated in the plat of Walter Dehn Commerce Center 5th Addition, Hennepin County, Minnesota, which lies East of and adjacent to Lot 1, Block 2, Diamond Lake Village and Outlot B, Walter Dehn Commerce Center 5th Addition, Hennepin County, Minnesota and Southwesterly and Northwesterly of the following described line: Commencing at the Northeast corner of said Lot 1, Block 2, Diamond Lake Village; thence South 00 degrees 43 minutes 28 seconds East, along the east line of said Lot 1 a distance of 25.99 feet to the point of beginning of said line; thence Southeasterly 204.10 feet along a tangential curve concave to the northeast with a radius of 350.00 feet and a central angle of 33 degrees 24 minutes 42 seconds; thence Southwesterly 145.81 feet along a non-tangential curve concave to the southeast with a radius of 200.00 feet a central angle of 41 degrees 46 minutes 18 seconds and the chord of said curve is 142.60 feet in length and bears South 23 degrees 12 minutes 20 seconds West to the southeast corner of said Outlot B, Walter Dehn Commerce Center 5th Addition and said line there terminating. 7601 73rd Avenue North (763) 560-3093 Minneapolis, Minnesota 55428 DemarcInc.com F:\survey\diamond lake village - hennepin\1-2 diamond lake village\01 Surveying - 91228\01 CAD\01 Source\02 road vacation exhibit.dwg Page 190 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 6.2 Subject: Public Hearing to Consider Adopting the Following Ordinances: • Ordinance No. 2026-07, An Ordinance Implementing an Electric Service Franchise Fee on Northern States Power Company, D/B/A Xcel Energy, a Minnesota Corporation, its Successors and Assigns, for Providing Electric Service within the City of Rogers, Minnesota • Ordinance No. 2026-11, An Ordinance Implementing a Gas Energy Franchise Fee on CenterPoint Energy Minnegasco, a Division of CenterPoint Energy Resources Corporation, a Delaware Corporation, its Successors and Assigns, for Providing Gas Energy Service within the City of Rogers, Minnesota • Ordinance No. 2026-12, An Ordinance Implementing an Electric Service Franchise Fee on Wright-Hennepin Cooperative Electrical Association, a Minnesota Corporation, its Successors and Assigns, for Providing Electric Service within the City of Rogers, Minnesota Prepared By: Bridget Bruska, Finance Director Recommended Council Action Motions to Adopt the Following Ordinances: • Ordinance No. 2026-07, An Ordinance Implementing an Electric Service Franchise Fee on Northern States Power Company, D/B/A Xcel Energy, a Minnesota Corporation, its Successors and Assigns, for Providing Electric Service within the City of Rogers, Minnesota • Ordinance No. 2026-11, An Ordinance Implementing a Gas Energy Franchise Fee on CenterPoint Energy Minnegasco, a Division of CenterPoint Energy Resources Corporation, a Delaware Corporation, its Successors and Assigns, for Providing Gas Energy Service within the City of Rogers, Minnesota • Ordinance No. 2026-12, An Ordinance Implementing an Electric Service Franchise Fee on Wright-Hennepin Cooperative Electrical Association, a Minnesota Corporation, its Successors and Assigns, for Providing Electric Service within the City of Rogers, Minnesota Overview / Background / Analysis The City currently assesses franchise fees on gas and electric utility services provided by private utility companies, including CenterPoint Energy, Xcel Energy, and Wright- Hennepin Cooperative Electric Association. Franchise fee revenues are dedicated to funding the City’s Pavement Management Program (PMP). Page 191 of 422 The PMP was implemented to provide a sustainable funding source for roadway maintenance and reconstruction activities while reducing the City’s reliance on large special assessments to property owners. In addition to roadway improvements, the program also assists with utility undergrounding and related infrastructure improvements. Additional information regarding the Pavement Management Program can be found on the City’s website. The current franchise fees have remained unchanged for approximately ten years. During that time, construction costs have increased significantly. Construction cost indexes have increased approximately 1.5 times over the past five years alone, resulting in the purchasing power of the existing fees declining substantially. As roadway and infrastructure costs continue to rise, the current fee structure is no longer sufficient to maintain the long-term sustainability of the Pavement Management Program. The proposed ordinances update the monthly residential franchise fee from $9 per month to $14 per month, allocated between gas and electric utility services. The updated fees would become effective September 1, 2026. In addition, the proposed ordinances include annual 3% increases over the next four years (through 2030). The intent of the annual adjustment is to allow the City to better keep pace with rising construction and infrastructure costs and avoid the City falling significantly behind again in future years. At the conclusion of the five-year period, staff anticipate bringing forward updated ordinances for Council consideration. The proposed structure does not limit the City Council’s authority, and the Council may amend or modify the ordinances at any time as deemed appropriate. Staff Recommendation Motions to Adopt the Following Ordinances: • Ordinance No. 2026-07, An Ordinance Implementing an Electric Service Franchise Fee on Northern States Power Company, D/B/A Xcel Energy, a Minnesota Corporation, its Successors and Assigns, for Providing Electric Service within the City of Rogers, Minnesota • Ordinance No. 2026-11, An Ordinance Implementing a Gas Energy Franchise Fee on CenterPoint Energy Minnegasco, a Division of CenterPoint Energy Resources Corporation, a Delaware Corporation, its Successors and Assigns, for Providing Gas Energy Service within the City of Rogers, Minnesota • Ordinance No. 2026-12, An Ordinance Implementing an Electric Service Franchise Fee on Wright-Hennepin Cooperative Electrical Association, a Minnesota Corporation, its Successors and Assigns, for Providing Electric Service within the City of Rogers, Minnesota Page 192 of 422 Financial Impact: N/A Source Fund: Fund 401 - Pavement Management Program Budgeted? N/A Supporting Documentation A. Ordinance 2026-07 Franchise Fee Ordinance - Xcel B. Ordinance 2026-11 Franchise Fee Ordinance - CenterPoint C. Ordinance 2026-12 Franchise Fee Ordinance - Wright Hennepin Page 193 of 422 ORDINANCE NO. 2026-07 AN ORDINANCE IMPLEMENTING AN ELECTRIC SERVICE FRANCHISE FEE ON NORTHERN STATES POWER COMPANY, D/B/A XCEL ENERGY, A MINNESOTA CORPORATION, ITS SUCCESSORS AND ASSIGNS, FOR PROVIDING ELECTRIC SERVICE WITHIN THE CITY OF ROGERS, MINNESOTA The Rogers City Council ordains as follows: Section 1. Purpose The Rogers City Council has determined that it is in the best interest of the City to impose a franchise fee on those public utility companies and cooperatives that provide gas or electric services within the City of Rogers. The purpose of this ordinance is to establish that such franchise fees be paid to the City by these utility companies and to ensure that the funds collected are allocated to the Rogers Pavement Management Plan. Section 2. City Authority Pursuant to City Ordinance 2024-11, Electric Franchise Ordinance, (“Franchise Agreement”), and Minnesota Statute §216B.36, the City has the right to impose a franchise fee on Northern States Power Company, d/b/a Xcel Energy, a Minnesota corporation, its successors and assigns, (“Company”). Section 3. Franchise Fee Statement A franchise fee is hereby imposed on Company, under its electric franchise in accordance with the schedule attached hereto (“Schedule A”) and made a part of this Ordinance, commencing with the Company’s September 1, 2026 billing month. This fee shall be in lieu of any use of right-of-way permit or other related fees being imposed on Company. This fee is an account-based fee on each premise and not a meter-based fee. In the event that an entity covered by this ordinance has more than one meter at a single premise, but only one account, only one fee shall be assessed to that account. If a premise has two or more meters being billed at different rates, the Company may have an account for each rate classification, which will result in more than one franchise fee assessment for electric service to that premise. If the Company combines the rate classifications into a single account, the franchise fee assessed to the account will be the largest franchise fee applicable to a single rate classification for energy delivered to that premise. In the event any entities covered by this ordinance have more than one premise, each premise (address) shall be subject to the appropriate fee. In the event a question arises as to the proper fee amount for any premise, the Company’s manner of billing for energy used at all similar premises in the city will control. 1 Page 194 of 422Section 4. Payment The franchise fee shall be payable quarterly and shall be based on the amount collected by Company during complete billing months during the period for which payment is to be made by imposing a surcharge equal to the designated franchise fee for the applicable customer classification in all customer billings for electric service in each class. The payment shall be due the last business day of the month following the period for which the payment is made. The franchise fee may be changed by ordinance from time to time; however, each change shall meet the same notice requirements and not occur more often than annually and no change shall require a collection from any customer for electric service in excess of the amounts specifically permitted by the attached fee schedule. No franchise fee shall be payable by Company if Company is legally unable to first collect an amount equal to the franchise fee from its customers in each applicable class of customers by imposing a surcharge in Company’s applicable rates for electric service. Company may pay the City the fee based upon the surcharge billed subject to subsequent reductions to account for uncollectibles, refunds and correction of erroneous billings. Company agrees to make its records available for inspection by the City at reasonable times provided that the City and its designated representative agree in writing not to disclose any information which would indicate the amount paid by any identifiable customer or customers or any other information regarding identified customers. In addition, the Company agrees to provide at the time of each payment a statement summarizing how the franchise fee payment was determined, including information showing any adjustments to the total surcharge billed in the period for which the payment is being made to account for any uncollectibles, refunds or error corrections. Section 5. Surcharge The City recognizes that the Minnesota Public Utilities Commission may allow Company to add a surcharge to customer rates to reimburse Company for the cost of the fee and that Company will surcharge its customers in the City the amount of the fee. Section 6. Enforcement Any dispute, including enforcement of a default regarding this Ordinance will be resolved in accordance with Section 2.5 of the Franchise Agreement. Section 7. Commitment of Funds All funds collected by the City via this franchise fee shall be committed funds. The funds shall be used exclusively to fund the Rogers Pavement Management Plan. These funds may not be used for any other purpose unless a 4/5 majority of the City Council so votes to amend this Ordinance. Section 8. Mandatory 5 Year Review This Ordinance shall be reviewed by the City Council at least once within every five year period to ensure that the Ordinance’s purpose is being met. 2 Page 195 of 422 Section 9. Annual Adjustment of Franchise Fees The franchise fee amounts shall be set forth in Exhibit A attached hereto, which establishes the applicable fee amounts through and including calendar year 2030. The City of Rogers shall provide written notice to the Company of the applicable franchise fee for each upcoming calendar year in accordance with this Ordinance. Such notice shall be provided no later than November 1 preceding the year in which the fee is to be effective and shall include a copy of the applicable ordinance establishing the fee. The franchise fee amounts set forth in Exhibit A, as implemented through annual notice, shall remain in effect unless otherwise amended by action of the City Council. Section 10. Effective Date of Franchise Fee The effective date of this Ordinance shall be after its publication and ninety (90) days after the sending of written notice enclosing a copy of this adopted Ordinance to Company, by certified mail. Collection of the fee shall commence as provided above. This fee ordinance supersedes and replaces the parties’ prior fee ordinances, Ordinance No. 2015-15. Passed by the City Council of the City of Rogers, Hennepin County, Minnesota, this 26th day of May, 2026. ____________________________________ Mayor ATTEST: _________________________________ Clerk 3 Page 196 of 422 SCHEDULE A Franchise Fee Rates: Electric Utility The franchise fee shall be in an amount determined by applying the following schedule per customer premise/per month based on metered service to retail customers within the City: Class 9/1/2026 1/1/2027 1/1/2028 1/1/2029 1/1/2030 Residential Users 8.00 8.25 8.50 8.75 9.00 Small C&I (ND) 11.00 11.35 11.70 12.05 12.40 Small C&I 68.00 70.05 72.15 74.30 76.55 Large C&I 315.00 324.45 334.20 344.25 354.60 Public Street Light 26.00 26.80 27.60 28.45 29.30 Muni Pump - Non-Demand 18.00 18.55 19.10 19.65 20.25 Muni Pump - Demand 98.00 100.95 104.00 107.10 110.30 Franchise fees are to be collected by Company at the rate listed above, and submitted to the City on a quarterly basis as follows: January – March collections due by April 30. April – June collections due by July 31. July – September collections due by October 31. October – December collections due by January 31. 4 Page 197 of 422 ORDINANCE NO. 2026-11 AN ORDINANCE IMPLEMENTING A GAS ENERGY FRANCHISE FEE ON CENTERPOINT ENERGY MINNEGASCO, A DIVISION OF CENTERPOINT ENERGY RESOURCES CORPORATION, A DELAWARE CORPORATION, ITS SUCCESSORS AND ASSIGNS, FOR PROVIDING GAS ENERGY SERVICE WITHIN THE CITY OF ROGERS, MINNESOTA The Rogers City Council ordains as follows: Section 1. Purpose The Rogers City Council has determined that it is in the best interest of the City to impose a franchise fee on those public utility companies that provide gas energy or electric services within the City of Rogers. The purpose of this ordinance is to establish that such franchise fees be paid to the City and to ensure that the funds collected are allocated to the Rogers Pavement Management Plan. Section 2. City Authority Pursuant to City Ordinance 2024-02, Gas Franchise Ordinance (“Franchise Agreement” ), and Minnesota Statute §216B.36, the City has the right to impose a franchise fee on Centerpoint Energy Minnegasco, a division of Centerpoint Energy Resources Corporation, a Delaware corporation, its successors and assigns (“Company”). Section 3. Franchise Fee Statement A franchise fee is hereby imposed on Company, under its Franchise Agreement in accordance with the schedule attached hereto (“Schedule A”) and made a part of this Ordinance, commencing with the Company’s September 1, 2026 billing month. This fee shall be in lieu of any use of right-of-way permit or other related fees being imposed on Company. Section 4. Payment The franchise fee shall be payable quarterly and shall be based on the amount collected by Company during complete billing months during the period for which payment is to be made by imposing a surcharge equal to the designated franchise fee for the applicable customer classification in all customer billings for gas energy service in each class. The payment shall be due the last business day of the month following the period for which the payment is made. The franchise fee may be changed by ordinance from time to time; however, each change shall meet the same notice requirements and not occur more often than annually and no change shall require a collection from any customer for gas energy service in excess of the amounts specifically permitted by the attached 1 Page 198 of 422 fee schedule. No franchise fee shall be payable by Company if Company is legally unable to first collect an amount equal to the franchise fee from its customers in each applicable class of customers by imposing a surcharge in Company’s applicable rates for gas energy service. Company may pay the City the fee based upon the surcharge billed subject to subsequent reductions to account for uncollectibles, refunds and correction of erroneous billings. Company agrees to make its records available for inspection by the City at reasonable times provided that the City and its designated representative agree in writing not to disclose any information which would indicate the amount paid by any identifiable customer or customers or any other information regarding identified customers. In addition, the Company agrees to provide at the time of each payment a statement summarizing how the franchise fee payment was determined, including information showing any adjustments to the total surcharge billed in the period for which the payment is being made to account for any uncollectibles, refunds or error corrections. Section 5. Surcharge The City recognizes that the Minnesota Public Utilities Commission may allow Company to add a surcharge to customer rates to reimburse Company for the cost of the fee and that Company will surcharge its customers in the City the amount of the fee. Section 6. Enforcement Any dispute, including enforcement of a default regarding this Ordinance will be resolved in accordance with Section 2.5 of the Franchise Agreement. Section 7. Commitment of Funds All funds collected by the City via this franchise fee shall be committed funds. The funds shall be used exclusively to fund the Rogers Pavement Management Plan. These funds may not be used for any other purpose unless a 4/5 majority of the City Council so votes to amend this Ordinance. Section 8. Mandatory 5 Year Review This Ordinance shall be reviewed by the City Council at least once within every five-year period to ensure that the Ordinance’s purpose is being met. Section 9. Exception Effective September 1, 2026, agricultural grain dryer customers in all customer classifications shall be exempt from payment of this fee. 2 Page 199 of 422 Section 10. Annual Adjustment of Franchise Fees The franchise fee amounts shall be set forth in Exhibit A attached hereto, which establishes the applicable fee amounts through and including calendar year 2030. The City of Rogers shall provide written notice to the Company of the applicable franchise fee for each upcoming calendar year in accordance with this Ordinance. Such notice shall be provided no later than November 1 preceding the year in which the fee is to be effective and shall include a copy of the applicable ordinance establishing the fee. The franchise fee amounts set forth in Exhibit A, as implemented through annual notice, shall remain in effect unless otherwise amended by action of the City Council. Section 11. Effective Date of Franchise Fee The effective date of this Ordinance shall be after its publication and ninety (90) days after the sending of written notice enclosing a copy of this adopted Ordinance to Company, by certified mail. Collection of the fee shall commence as provided in Section 3 above. This fee ordinance supersedes and replaces the parties’ prior fee ordinances, Ordinance No. 2015-16 and 2017-05. Passed by the City Council of the City of Rogers, Hennepin County, Minnesota, this 26th day of May, 2026. ____________________________________ Mayor ATTEST: _________________________________ Clerk 3 Page 200 of 422 SCHEDULE A Franchise Fee Rates: Gas Utility The franchise fee shall be in an amount determined by applying the following schedule per customer meter/per month based on metered service to retail customers within the City: Class 9/1/2026 1/1/2027 1/1/2028 1/1/2029 1/1/2030 Residential 6.00 6.20 6.40 6.60 6.80 Com - A 11.00 11.35 11.70 12.05 12.40 Com/Ind-B 30.00 30.90 31.85 32.80 33.80 Com/Ind-C 105.00 108.15 111.40 114.75 118.20 SVDF - A 222.00 228.65 235.50 242.55 249.85 SVDF - B 222.00 228.65 235.50 242.55 249.85 LVDF 1,200.00 1,236.00 1,273.10 1,311.30 1,350.65 Franchise fees are to be collected by Company at the rate listed above, and submitted to the City on a quarterly basis as follows: January – March collections due by April 30. April – June collections due by July 31. July – September collections due by October 31. October – December collections due by January 31. 4 Page 201 of 422 ORDINANCE NO. 2026 - 12 AN ORDINANCE IMPLEMENTING AN ELECTRIC SERVICE FRANCHISE FEE ON WRIGHT-HENNEPIN COOPERATIVE ELECTRICAL ASSOCIATION, A MINNESOTA COOPERATIVE, ITS SUCCESSORS AND ASSIGNS, FOR PROVIDING ELECTRIC SERVICE WITHIN THE CITY OF ROGERS, MINNESOTA The Rogers City Council ordains as follows: Section 1. Purpose The Rogers City Council has determined that it is in the best interest of the City to impose a franchise fee on those public utility companies and cooperatives that provide gas or electric services within the City of Rogers. The purpose of this ordinance is to establish that such franchise fees be paid to the City and to ensure that the funds collected are allocated to the Rogers Pavement Management Plan. Section 2. City Authority Pursuant to Minnesota Statute §216B.36, the City has the right to impose a franchise fee on Wright-Hennepin Cooperative Electrical Association, a Minnesota cooperative, its successors and assigns, ("Company" herein), in an amount and upon such terms and conditions as are negotiated and deemed mutually acceptable to both the City and Company. Section 3. Franchise Fee Statement A franchise fee is hereby imposed on Company, under MN Statute Section 216B.36 in accordance with the schedule attached hereto (“Schedule A”) and made a part of this Ordinance, commencing with the Company’s September 1, 2026 billing month. This fee shall be in lieu of any use of right-of-way permit or other related fees being imposed on Company. This fee is an account-based fee on each premise and not a meter-based fee. In the event that an entity covered by this ordinance has more than one meter at a single premise, but only one account, only one fee shall be assessed to that account. If a premise has two or more meters being billed at different rates, the Company may have an account for each rate classification, which will result in more than one franchise fee assessment for electric service to that premise. If the Company combines the rate classifications into a single account, the franchise fee assessed to the account will be the largest franchise fee applicable to a single rate classification for energy delivered to that premise. In the event any entities covered by this ordinance have more than one premise, each premise (address) shall be subject to the appropriate fee. In the event a question arises as to the proper fee amount for any premise, the Company’s manner of billing for energy used at all similar premises in the city will control. 1 Page 202 of 422Section 4. Payment The franchise fee shall be payable quarterly and shall be based on the amount collected by Company during complete billing months during the period for which payment is to be made by imposing a surcharge equal to the designated franchise fee for the applicable customer classification in all customer billings for electric energy service in each class. The payment shall be due the last business day of the month following the period for which the payment is made. The franchise fee may be changed by ordinance from time to time; however, each change shall meet the same notice requirements and not occur more often than annually and no change shall require a collection from any customer for electric service in excess of the amounts specifically permitted by the attached fee schedule. No franchise fee shall be payable by Company if Company is legally unable to first collect an amount equal to the franchise fee from its customers in each applicable class of customers by imposing a surcharge in Company’s applicable rates for electric energy service. Company may pay the City the fee based upon the surcharge billed subject to subsequent reductions to account for uncollectibles, refunds and correction of erroneous billings. Company agrees to make its records available for inspection by the City at reasonable times provided that the City and its designated representative agree in writing not to disclose any information which would indicate the amount paid by any identifiable customer or customers or any other information regarding identified customers. In addition, the Company agrees to provide at the time of each payment a statement summarizing how the franchise fee payment was determined, including information showing any adjustments to the total surcharge billed in the period for which the payment is being made to account for any uncollectibles, refunds or error corrections. Section 5. Equivalent Fee Requirement. This ordinance shall not be effective against Company unless it lawfully imposes and the City monthly or more often collects a fee or tax of the same or greater equivalent amount on the receipts from sales of energy within the City by any other energy supplier, provided that, as to such a supplier, the City has the authority to require a franchise fee or to impose a tax. The “same or greater equivalent amount” shall be measured, if practicable, by comparing amounts collected as a franchise fee from each similar customer, or by comparing, as to similar customers the percentage of the annual bill represented by the amount collected for franchise fee purposes. The franchise fee or tax shall be applicable to energy sales for any energy use related to heating, cooling or lighting, or to run machinery and appliances, but shall not apply to energy sales for the purpose of providing fuel for vehicles. If the Company specifically consents in writing to a franchise or separate ordinance collecting or failing to collect a fee from another energy supplier in contravention of this section, the foregoing conditions will be waived to the extent of such written consent. Section 6. Surcharge The City recognizes that the Minnesota Public Utilities Commission may allow Company to add a surcharge to customer rates to reimburse Company for the cost of the fee and that Company will surcharge its customers in the City the amount of the fee. 2 Page 203 of 422Section 7. Commitment of Funds All funds collected by the City via this franchise fee shall be committed funds. The funds shall be used exclusively to fund the Rogers Pavement Management Plan. These funds may not be used for any other purpose unless a 4/5 majority of the City Council so votes to amend this Ordinance. Section 8. Mandatory 5 Year Review This Ordinance shall be reviewed by the City Council at least once within every five year period to ensure that the Ordinance’s purpose is being met. Section 9. Annual Adjustment of Franchise Fees The franchise fee amounts shall be set forth in Exhibit A attached hereto, which establishes the applicable fee amounts through and including calendar year 2030. The City of Rogers shall provide written notice to the Company of the applicable franchise fee for each upcoming calendar year in accordance with this Ordinance. Such notice shall be provided no later than November 1 preceding the year in which the fee is to be effective and shall include a copy of the applicable ordinance establishing the fee. The franchise fee amounts set forth in Exhibit A, as implemented through annual notice, shall remain in effect unless otherwise amended by action of the City Council. Section 10. Effective Date of Franchise Fee The effective date of this Ordinance shall be after its publication and ninety (90) days after the sending of written notice enclosing a copy of this adopted Ordinance to Company, by certified mail. Collection of the fee shall commence as provided above. This fee ordinance supersedes and replaces the parties’ prior fee ordinances, Ordinance No. 2015-17. Passed by the City Council of the City of Rogers, Hennepin County, Minnesota, this 26th day of May, 2026. ____________________________________ Mayor ATTEST: _________________________________ Clerk 3 Page 204 of 422 SCHEDULE A Franchise Fee Rates: Electric Utility The franchise fee shall be in an amount determined by applying the following schedule per customer premise/per month based on metered service to retail customers within the City: Class 9/1/2026 1/1/2027 1/1/2028 1/1/2029 1/1/2030 Residential Users 8.00 8.25 8.50 8.75 9.00 Small C&I (ND) 11.00 11.35 11.70 12.05 12.40 Small C&I 68.00 70.05 72.15 74.30 76.55 Large C&I 315.00 324.45 334.20 344.25 354.60 Public Street Light 26.00 26.80 27.60 28.45 29.30 Muni Pump - Non-Demand 18.00 18.55 19.10 19.65 20.25 Muni Pump - Demand 98.00 100.95 104.00 107.10 110.30 Franchise fees are to be collected by Company at the rate listed above, and submitted to the City on a quarterly basis as follows: January – March collections due by April 30. April – June collections due by July 31. July – September collections due by October 31. October – December collections due by January 31. 4 Page 205 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 7.1 Subject: Approve the Promotion of Officer Amy Herold to the Position of Patrol Sergeant, Effective June 2, 2026 Prepared By: Dan Wills, Chief of Police Recommended Council Action Motion to Approve the Promotion of Officer Amy Herold to the Position of Patrol Sergeant, Effective June 2, 2026 Overview / Background / Analysis The City Council approved the backfill of a Patrol Sergeant position following the promotion of Sergeant Matt Nelson to Police Captain. The position was posted internally and tailored to our current Rogers Police Department police officers who met the application qualifications. Six officers participated in the first-round interview panel, which included the Deputy Chief, Police Captains, and an external agency Patrol Sergeant. Three finalists advanced to a second interview with Chief Wills, Deputy Chief Foster, and Human Resources Director/Assistant City Administrator Scharber. These finalists also completed a comprehensive leadership assessment conducted by the police department’s designated psychological firm. At the conclusion of the process, Officer Amy Herold was selected for promotion to Patrol Sergeant. Officer Herold completed her Associate’s Degree in Law Enforcement from North Hennepin Community College in 2014. Her law enforcement career began as a Reserve Officer with the Elk River Police Department in 2012. In 2013, she was hired as a Community Service Officer at that agency, a position she held for two years. In February 2015, she accepted a Community Service Officer role with the Rogers Police Department, and after approximately one month, was promoted to licensed police officer. Throughout her 11 years as a licensed police officer, she has served in multiple assignments and roles, including Field Training Officer, Detective, and School Resource Officer, in addition to being an active contributor to our Citizen’s Police Academy and Shop with a Cop programs. Her awards include five I-94 Chamber Life Saving Awards and the 2023 Mothers Against Drunk Driving (MADD) Tom Keaton Youth Prevention Award. Officer Herold is known for supporting the growth and confidence of others and has been a dedicated mentor to many officers on patrol. She will be an excellent addition to the department’s leadership team! We will celebrate her promotion later this year at a formal ceremony. The remaining candidates are expected to remain on the promotion eligibility list for upcoming Patrol Sergeant openings planned for the fourth quarter of 2026 and a proposed 2027 budgeted position. Page 206 of 422 Staff Recommendation Approve the Promotion of Officer Amy Herold to the Position of Patrol Sergeant, Effective June 2, 2026 Financial Impact: Source Fund: Budgeted? Yes Supporting Documentation None Page 207 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 7.2 Subject: Items Related to City Hall and Police Department Civic Campus Bid Package #1, City Project No. 2202 • Accept Bids for Bid Package #1 • Approve AIA Document A133· - 2019 Exhibit A Guaranteed Maximum Price (GMP) Amendment Limited-GMP Amendment for Bid Package #1 • Approve Professional Services Agreement (PSA) with Braun Intertec for Response Action Plan/Construction Contingency Plan (RAP/CCP) Prepared By: Doran Cote, Public Works Director/City Engineer Recommended Council Action Motion to Accept Bids for City Hall and Police Department Civic Campus Bid Package #1, City Project No. 2202 Motion to Approve AIA Document A133· - 2019 Exhibit A Guaranteed Maximum Price (GMP) Amendment Limited-GMP Amendment for Bid Package #1 Motion to Approve Professional Services Agreement (PSA) with Braun Intertec for Response Action Plan/Construction Contingency Plan (RAP/CCP) Overview / Background / Analysis On January 13, 2026, the City Council approved Approve AIA Document A133-2019, Standard Form of Agreement between the City of Rogers and Terra Construction for Construction Manager at Risk (CM@R) for the Police Department/City Hall Civic Campus, City Project No. 2202. On February 10, 2026, the City Council approved the preliminary plat and site plan for the Civic Campus. Terra Construction recently advised staff and the city's architectural consultant, Leo A Daly, that precast concrete panels have a near-year-long lead time for fabrication and delivery. Terra proposed an early bid package to include demolition, precast panels (lock in price and schedule) and earthwork/utilities in Bid Package #1. On April 28, 2026, the City Council approved Bid Package #1 and authorized the solicitation of bids. Bids for Bid Package #1 were received on May 19, 2026, with the following lowest responsible bids: Page 208 of 422 The full bid tabulation is attached. In total, we received 1 bid for precast and 8 bids for earthwork, 4 of which were from local contractors. Some of the quality requirements listed in the precast specifications by Leo A Daly limited the pool of precast companies qualified to submit a bid. However, we are not concerned about only receiving 1 precast bid, as it is a specialty contractor and it is not abnormal for this to happen. Molin Concrete was the precast contractor for the Fire Station 2 project, which had similar quality requirements in the specifications. For the AIA Document A 133· - 2019 Exhibit A Guaranteed Maximum Price (GMP) Amendment Limited-GMP Amendment for Bid Package #01, the following scopes of work are included: The estimated amount of work that is anticipated to be completed onsite prior to finalizing the GMP is $1,750,00. For Bid Package #2, much like was done for Bid Package #1, Terra will receive bids and qualification checklists electronically and will evaluate them for scope completeness to ensure the bidder qualifies. Terra will present a bid tabulation of all trade contractor bids received to the City’s project representatives. This tabulation will outline the qualified responsible trade contracts. In order to accommodate the 2 bid packages, Terra will set up the contract in their accounting system based on the approved Bid Package #1 amount. The final GMP will be handled as a Change Order for Bid Package #1, which will accompany the council packet for accepting the bids for Bid Package #2. In 2025, Braun Intertec prepared and submitted a Response Action Plan/Construction Contingency Plan (RAP/CCP) for the Site. The 2025 RAP/CCP included a brief summary of the project background, description and summary of the known soil and groundwater impacts at the site and discussed the soil vapor results and did not Page 209 of 422recommend a soil vapor intrusion mitigation system and recommended pre- construction test pits be completed within the footprint of the former Boyer Truck building. The 2025 RAP/CCP is attached to this report and includes some potential environmental remediation recommendations. The recommendations from the RAP/CCP report were not included in the base bid documents. However, Terra used information from the report and bid unit prices to evaluate the lowest responsible Bid Category 31B contractor. Implementation of the RAP/CCP recommendations may result in a Change Order to the contract. The MPCA has reviewed and approved the 2025 RAP/CCP with the condition to install a passive sub-slab vapor mitigation system (VMS) with the ability to convert to an active system based on the analytical results of two seasonal post-construction soil vapor sampling events. The attached Braun Intertec proposal and PSA are for the testing and monitoring related to the RAP/CCP. The city will only engage those items in the proposal that are needed as construction progresses. Staff Recommendation Motion to Accept Bids for City Hall and Police Department Civic Campus Bid Package #1, City Project No. 2202 Motion to Approve AIA Document A133· - 2019 Exhibit A Guaranteed Maximum Price Amendment Limited GMP Amendment for Bid Package #1 Motion to Approve Professional Services Agreement (PSA) with Braun Intertec for Response Action Plan/Construction Contingency Plan (RAP/CCP) Financial Impact: $2,153,608.00 (BP#1) Source Fund: Bonds, 400 $98,900 (PSA) Budgeted? Yes Supporting Documentation A. Bid Package #1 Bid Tabulation B. A133-2019 Exhibit A (Limited GMP) Bid Package #1 C. Rogers Civic Campus RAP Implementation Proposal D. Braun Consultant Professional Services Agreement E. B2308306.05 - Rogers - RAP Final Page 210 of 422Rogers City Hall and Police Department Civic Campus TERRA PROJECT NUMBER: 26-893 BP #1 - BID DATE: 5/19/2026 BID SUMMARY: BID PACKAGE #01 LOW QUALIFIED DESCRIPTION BASE BID TOTAL CD ESTIMATE DELTA # BIDS RCVD NOTES BIDDER BID CATEGORY - 03D Precast Concrete $ 1,480,449.00 $ 1,012,788.00 $ 467,661.00 Molin Concrete 1 BID CATEGORY - 31B Demo, Earth, Utilities $ 1,536,559.00 $ 2,055,000.00 $ (518,441.00) Veit & Co. Inc. 8 $ 3,017,008.00 $ 3,067,788.00 $ (50,780.00) Below Estimate 9 BID TABULATION: BID CATEGORY #03D - PRECAST CONCRETE Contractor Molin Concrete Engineering Cost $ 45,000.00 Shop Drawing & Eng. Base Bid Total $ 45,000.00 Material Remainder $ 423,860.00 Labor remainder $ 1,011,589.00 Bid Pack #1 Total $ 1,480,449.00 Vol Alt: Delete Precast Walls at PD finish space $ (155,830.00) Lead time Engineer (shops) 8 weeks Lead Time Production 15 weeks Install Duration 9 days Precast onsite 1/8/2027 BID TABULATION: BID CATEGORY #31B - EARTHWORK Contractor Veit* Ramsey New Look Rachel Max Steininger Fehn Urban MUE (Bid Withdrawn) Building Demo $ 60,376.00 $ 96,605.00 $ 72,000.00 $ 98, 700.00 $ 105, 000.00 $ 118, 000.00 $ 200, 000.00 $ 109, 000.00 Labor remainder $ 1,114,573.22 $ 1,060,543.00 $ 1,352,500.00 $ 1, 281,200.00 $ 1, 674,000.00 $ 950, 600.00 $ 1, 107,500.00 $ 1, 129,058.00 Material remainder $ 346,609.78 $ 602,705.00 $ 260,500.00 $ 352, 900.00 $ 210, 000.00 $ 298, 000.00 $ 1, 107,500.00 $ 504, 991.00 Vol Alt: Traffic Control $ 15,000.00 $ - $ - $ - $ - $ - $ - $ - Bid Pack #1 Total $ 1,536,559.00 $ 1,759,853.00 $ 1,685,000.00 $ 1,732,800.00 $ 1,989,000.00 $ 1,366,600.00 $ 2,415,000.00 $ 1,743,049.00 Vol Alt: Add Agg Pier under slab $ 79,000.00 $ 77,750.00 $ - $ - $ - $ - $ - $ - UNIT PRICES Pond Sediment excavation and removal offsite UP #1 $ 15.00 $ 25.97 $ 20.00 $ 64. 30 $ 35. 00 $ 70. 00 $ 50. 00 $ 15. 00 Unsatisfactory Soils excavation and removal UP #2 $ 15.00 $ 16.55 $ 26.00 $ 24. 20 $ 30. 00 $ 39. 00 $ 25. 00 $ 15. 00 contaminated soil export UP #3 $ 44.00 $ 46.56 $ 60.00 $ 64. 30 $ 40. 00 $ 88. 00 $ 50. 00 $ 37. 00 import and placement of sand UP #4 $ 18.00 $ 17.30 $ 18.00 $ 14. 00 $ 20. 00 $ 58. 00 $ 22. 00 $ 11. 00 import and placement of agg base UP #5 $ 23.00 $ 22.06 $ 28.00 $ 26. 00 $ 25. 00 $ 42. 00 $ 35. 00 $ 28. 00 import and placement of granular material UP #6 $ 18.00 $ 17.30 $ 18.00 $ 14. 00 $ 20. 00 $ 28. 00 $ 22. 00 $ 11. 00 import and placement of mod select granular UP #7 $ 18.00 $ 22.50 $ 20.00 $ 14. 00 $ 20. 00 $ 30. 00 $ 30. 00 $ 11. 00 import and placement of topsoil UP #8 $ 21.00 $ 39.25 $ 54.00 $ 44. 00 $ 35. 00 $ 53. 00 $ 55. 00 $ 44. 00 EVALUATION & RISK ANALYSIS (Used 11,000 CY of contaminated soils as a variable - estimated based on RAP Report) Export Contaminated Soil $ 484,000.00 $ 512,160.00 $ 660,000.00 $ 707, 300.00 $ 440, 000.00 $ 968, 000.00 $ 550, 000.00 Import Modified Select Granular $ 198,000.00 $ 247,500.00 $ 220,000.00 $ 154, 000.00 $ 220, 000.00 $ 330, 000.00 $ 330, 000.00 $ 682,000.00 $ 759,660.00 $ 880,000.00 $ 861, 300.00 $ 660, 000.00 $ 1, 298,000.00 $ 880, 000.00 $ - Bid Total with Risk Analysis $ 2,218,559.00 $ 2,519,513.00 $ 2,565,000.00 $ 2,594,100.00 $ 2,649,000.00 $ 2,664,600.00 $ 3,295,000.00 * = 1.4 TONS / CY for Contaminated Soil Export Conversion Page 211 of 422 May 21, 2026 Mr. Doran Cote 22350 S. Diamond Lake Road Rogers, MN 55374 RE: Rogers City Hall & Police Department Civic Campus Recommendation to Award Bid Package #01 Approval of GMP Amendment #1 (Limited Scope) Dear Mr. Cote, In accordance with state statutes, Terra Construction received bids for Bid Package #01 on Tuesday May 19th, 2026, for the above-referenced project. We have completed our evaluation of the bids and qualification checklists for scope completeness. The attached bid tabulation indicates our recommendation for award to the trade contractors associated with Bid Package #01. To maintain progress of schedule critical work, while the design is being finalized, we are requesting approval of the Limited Scope GMP Amendment #1 for Bid Package #01 in the amount of $2,153,608.00. This amendment will allow the Precast and Earthwork contractors to proceed with their respective scopes of work. As previously communicated, the remaining scopes of the work will be bid out as Bid Package #02 in July 2026. Please feel free to contact me with any questions. Respectfully Submitted, Jason Whiting Executive Vice President Page 212 of 422Page 213 of 422Page 214 of 422Page 215 of 422Jason Whiting, Executive Vice President Page 216 of 422Page 217 of 422Page 218 of 422Page 219 of 422Page 220 of 422Rogers City Hall and Police Department Civic Campus TERRA PROJECT NUMBER: 26-893 BP #1 - BID DATE: 5/19/2026 BID SUMMARY: BID PACKAGE #01 LOW QUALIFIED DESCRIPTION BASE BID TOTAL CD ESTIMATE DELTA # BIDS RCVD NOTES BIDDER BID CATEGORY - 03D Precast Concrete $ 1,480,449.00 $ 1,012,788.00 $ 467,661.00 Molin Concrete 1 BID CATEGORY - 31B Demo, Earth, Utilities $ 1,536,559.00 $ 2,055,000.00 $ (518,441.00) Veit & Co. Inc. 8 $ 3,017,008.00 $ 3,067,788.00 $ (50,780.00) Below Estimate 9 BID TABULATION: BID CATEGORY #03D - PRECAST CONCRETE Contractor Molin Concrete Engineering Cost $ 45,000.00 Shop Drawing & Eng. Base Bid Total $ 45,000.00 Material Remainder $ 423,860.00 Labor remainder $ 1,011,589.00 Bid Pack #1 Total $ 1,480,449.00 Vol Alt: Delete Precast Walls at PD finish space $ (155,830.00) Lead time Engineer (shops) 8 weeks Lead Time Production 15 weeks Install Duration 9 days Precast onsite 1/8/2027 BID TABULATION: BID CATEGORY #31B - EARTHWORK Contractor Veit* Ramsey New Look Rachel Max Steininger Fehn Urban MUE (Bid Withdrawn) Building Demo $ 60,376.00 $ 96,605.00 $ 72,000.00 $ 98,700.00 $ 105,000.00 $ 118,000.00 $ 200,000.00 $ 109,000.00 Labor remainder $ 1,114,573.22 $ 1,060,543.00 $ 1,352,500.00 $ 1,281,200.00 $ 1,674,000.00 $ 950,600.00 $ 1,107,500.00 $ 1,129,058.00 Material remainder $ 346,609.78 $ 602,705.00 $ 260,500.00 $ 352,900.00 $ 210,000.00 $ 298,000.00 $ 1,107,500.00 $ 504,991.00 Vol Alt: Traffic Control $ 15,000.00 $ - $ - $ - $ - $ - $ - $ - Bid Pack #1 Total $ 1,536,559.00 $ 1,759,853.00 $ 1,685,000.00 $ 1,732,800.00 $ 1,989,000.00 $ 1,366,600.00 $ 2,415,000.00 $ 1,743,049.00 Vol Alt: Add Agg Pier under slab $ 79,000.00 $ 77,750.00 $ - $ - $ - $ - $ - $ - UNIT PRICES Pond Sediment excavation and removal offsite UP #1 $ 15.00 $ 25.97 $ 20.00 $ 64.30 $ 35.00 $ 70.00 $ 50.00 $ 15.00 Unsatisfactory Soils excavation and removal UP #2 $ 15.00 $ 16.55 $ 26.00 $ 24.20 $ 30.00 $ 39.00 $ 25.00 $ 15.00 contaminated soil export UP #3 $ 44.00 $ 46.56 $ 60.00 $ 64.30 $ 40.00 $ 88.00 $ 50.00 $ 37.00 import and placement of sand UP #4 $ 18.00 $ 17.30 $ 18.00 $ 14.00 $ 20.00 $ 58.00 $ 22.00 $ 11.00 import and placement of agg base UP #5 $ 23.00 $ 22.06 $ 28.00 $ 26.00 $ 25.00 $ 42.00 $ 35.00 $ 28.00 import and placement of granular material UP #6 $ 18.00 $ 17.30 $ 18.00 $ 14.00 $ 20.00 $ 28.00 $ 22.00 $ 11.00 import and placement of mod select granular UP #7 $ 18.00 $ 22.50 $ 20.00 $ 14.00 $ 20.00 $ 30.00 $ 30.00 $ 11.00 import and placement of topsoil UP #8 $ 21.00 $ 39.25 $ 54.00 $ 44.00 $ 35.00 $ 53.00 $ 55.00 $ 44.00 EVALUATION & RISK ANALYSIS (Used 11,000 CY of contaminated soils as a variable - estimated based on RAP Report) Export Contaminated Soil $ 484,000.00 $ 512,160.00 $ 660,000.00 $ 707,300.00 $ 440,000.00 $ 968,000.00 $ 550,000.00 Import Modified Select Granular $ 198,000.00 $ 247,500.00 $ 220,000.00 $ 154,000.00 $ 220,000.00 $ 330,000.00 $ 330,000.00 $ 682,000.00 $ 759,660.00 $ 880,000.00 $ 861,300.00 $ 660,000.00 $ 1,298,000.00 $ 880,000.00 $ - Bid Total with Risk Analysis $ 2,218,559.00 $ 2,519,513.00 $ 2,565,000.00 $ 2,594,100.00 $ 2,649,000.00 $ 2,664,600.00 $ 3,295,000.00 * = 1.4 TONS / CY for Contaminated Soil Export Conversion Page 221 of 422 May 20, 2025 Project 10003242_002 Brett Angell and Doran Cote City of Rogers 22350 S. Diamond Lake Road Rogers, MN 55374 Re: Proposal for Environmental Consulting Services Rogers Civic Center Campus Redevelopment 21701 Industrial Boulevard, 13017 Main Street, 13013 Main Street, and 13019 Main Street Rogers, Minnesota Dear Mr. Angell and Mr. Cote: Braun Intertec Corporation (Braun Intertec) is pleased to present this proposal for environmental consulting services related to the proposed redevelopment of the above referenced site (Site). The environmental consulting services include completion of pre-construction test pits beneath the former Boyer Truck building, assisting with dewatering permit(s), sampling, and reporting (upon request), oversight of soil excavation activities within known or suspected areas of impacts, oversight of the vapor mitigation system installations, completion of vapor mitigation confirmation testing and sampling, and preparation and submittal of a Response Action Plan (RAP) Implementation Report to the Minnesota Pollution Control Agency (MPCA) requesting issuance of a completion of response action letter. This proposal outlines the Scope of Services and provides a Cost Estimate for the proposed work. Background The Site is comprised of six contiguous parcels (Hennepin County Parcel IDs: 231202324004, 231202324006, 2312023240025, 2312023240026, 2312023240023, and 2312023240014) located at 21701 Industrial Boulevard, 13017 Main Street, 13013 Main Street, and 13009 Main Street within the SE quarter of the NW quarter of Section 23, Township 120 North, Range 23 West, in the City of Rogers, Hennepin County, Minnesota. Based on the information provided by the City of Rogers (the City), the proposed project includes redevelopment of the Site for a new Police Department building with associated secure parking and a new City Hall building with associated surface parking and amenities, including a public plaza in the northeast corner of the Site. Page 222 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 Previous Environmental Investigations and Environmental Documents The following environmental documents have been completed at the Site. A brief summary of the environmental documents is provided below: ▪ Phase I Environmental Site Assessment Report, Boyer Truck, 21701 Industrial Boulevard/13013 Main Street, Rogers, Minnesota, dated September 4, 2019, prepared by Key Engineering Group, LTD. (2019 Phase I ESA). ▪ Draft Phase II Environmental Site Assessment Report, 21701 Industrial Boulevard, Rogers, Minnesota, dated January 19, 2023, prepared by GHD (2023 GHD Phase II ESA). ▪ Phase I Environmental Site Assessment, Former Holiday Station Store, 13017 Main Street, Rogers, Minnesota, dated September 20, 2023, prepared by Braun Intertec (2023 City Parcel Phase I ESA). ▪ Phase I Environmental Site Assessment, Boyer Truck Facility, 21701 Industrial Boulevard and 13013 Main Street, Rogers, Minnesota, dated October 3, 2023, prepared by Braun Intertec (2023 Boyer Property Phase I ESA). ▪ Phase II Environmental Site Assessment, Rogers Redevelopment Project, 21701 Industrial Boulevard, 13013 Main Street, and 13017 Main Street, Rogers, Minnesota, dated November 1, 2023, prepared by Braun Intertec (2023 Phase II ESA). ▪ Soil Vapor Investigation Report, City of Rogers Redevelopment Project, 21701 Industrial Boulevard, 13013 Main Street, and 13017 Main Street, Rogers, Minnesota, dated February 12, 2024, prepared by Braun Intertec (2024 SVA). ▪ Supplemental Soil Vapor Investigation Report, City of Rogers Redevelopment Project, 21701 Industrial Boulevard, 13013 Main Street, and 13017 Main Street, Rogers, Minnesota, dated May 29, 2024, prepared by Braun Intertec (2024 Supplemental SVA). ▪ Retroactive No Association Determination for Past Actions, No Association Determination for Proposed Actions, Holiday Station Store 79, 13017 Main Street, Rogers, MPCA Site ID: BF0002673, dated April 3, 2024, prepared by MPCA. ▪ Retroactive No Association Determination for Past Actions, No Association Determination for Proposed Actions, Boyer Trucks, 21701 Industrial Boulevard and 13013 Main Street, Rogers, MPCA Site ID: BF0002675, dated April 3, 2024, prepared by MPCA. ▪ “draft” Geotechnical Evaluation Report, Rogers Police Department and City Hall, 21701 Industrial Blvd., Rogers, Minnesota, date pending, prepared by Braun Intertec (2025 Geotechnical Evaluation). ▪ Response Action Plan/Construction Contingency Plan, City of Rogers Civic Campus Redevelopment Project, 21701 Industrial Boulevard, 13017, 13013, and 13009 Main Street, Rogers, Minnesota, prepared by Braun Intertec, dated April 9, 2025 (2025 RAP/CCP). Braun Intertec Page 2 Page 223 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 ▪ Approval of RAP/CCP – City of Rogers Redevelopment Project, Holiday Station Store #79, 13017 Main Street (BF0002673), Boyer Trucks 21701 Industrial Boulevard and 13013 Main Street (BF0002675), dated May 1, 2025, prepared by MPCA. According to the previously completed Phase I ESAs, the Site was primarily used for agricultural purposes since at least 1937. Four parcels (Hennepin County Parcel IDs: 231202324004, 231202324006, 2312023240025, and 2312023240026) were occupied by a commercial building and associated paved parking operated by Boyer Trucks as a commercial truck dealership which included maintenance and parts services (Boyer Trucks Property). Boyer Trucks Property was developed in 1998 with the currently existing approximately 17,000-square-foot building that is currently unoccupied and that consists of sales offices, large truck bays, and a mezzanine on the southern portion of the building. The building is centrally located on the Site and is surrounded by paved parking lots. The Boyer Trucks Property was utilized for truck sales and service from 1998 until approximately 2021. According to the Phase I ESA, the west side of the Boyer Trucks Property may have been a former salvage yard. The adjoining parcel to the northeast, 13017 Main Street (Hennepin County Parcel ID: 2312023240023, Holiday Parcel), was developed in approximately 1977 with the currently existing slab-on-grade approximately 4,000 square-foot building formerly used as a Holiday Station Store. The former Holiday Station Store operated as a gasoline station from approximately 1977 until 2011. Since closing the gasoline station in 2011, the Holiday Parcel has remained unoccupied. Paved parking areas with overgrown vegetation surround the majority of the Holiday Parcel. The Holiday Parcel is the subject of a closed petroleum release (MPCA leak site LS00018292). The adjoining parcel to the southeast, 13009 Main Street (Hennepin County Parcel ID: 2312023240014, Residential Parcel), was previously developed with a former residential home that has been demolished. The Residential Parcel is currently vacant. Braun Intertec completed a Phase I ESA at the Site on October 3, 2023 (2023 Phase I ESA). The 2023 Phase I ESA updated and summarized the previous environmental reports. The 2023 Phase I ESA identified various recognized environmental conditions (RECs) associated with past Site uses. The City received Retroactive No Association Determination (RNADs) from the MPCA for both the former Holiday Station site and Boyer Truck site. A Phase II ESA was conducted to investigate the RECs identified in the 2023 Phase I ESA. The investigation identified multiple areas of contamination where analytical testing identified impacts in soil exceeding the established MPCA Soil Reference Value (SRV) or regulated fill criterion, and Minnesota Department of Health (MDH) drinking water criteria. Soil vapor was evaluated as part of the 2023 Phase II ESA and in a supplemental soil vapor investigation in 2024. A summary of results is provided below: ▪ Two areas of confirmed petroleum soil contamination were identified. Soil boring GP-3 was completed in the southwest corner of the Site which is downgradient of an adjacent commercial/ industrial facility and downgradient of the BP Gas Station north of the Site. Soil boring GP-11 was completed in the vicinity of the former UST basin for the former Holiday Station. These soil borings Braun Intertec Page 3 Page 224 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 had elevated photoionization detector (PID) readings and petroleum-like odors observed. Gasoline range organics (GRO) and various petroleum-related volatile organic compounds (VOCs) were detected at concentrations exceeding established MPCA criteria in each boring. Additionally, diesel range organics (DRO) was detected at soil boring GP-11 at concentrations exceeding established MPCA criteria. ▪ Various metals were identified in soil Site-wide at concentrations exceeding established MPCA Soil Leaching Valus (SLVs) and/or Soil Reference Values (SRVs). Soil disturbed for redevelopment activities will likely be required to be disposed of off-Site. However, according to United States Geological Survey (USGS) information1, some of the metals in soil may be attributed to naturally occurring in the area of the Site. ▪ Groundwater samples exhibited elevated petroleum-related VOC concentrations in the same borings as the petroleum soil contamination identified above. Groundwater encountered during redevelopment activities will have to be managed appropriately. ▪ Various dissolved metals, exceeding the MDH Drinking Water Criteria (DWC), were identified Site- wide in groundwater samples. However, according to Untied States Geological Survey (USGS) information, some of the metal concentrations in soil may be attributed to naturally occurring conditions in the area of the Site. ▪ The sampling results did not identify VOC constituents within soil vapor at concentrations greater than the 33X Commercial/Industrial Intrusion Screening Value (ISV) standards. In 2025, Braun Intertec prepared and submitted a Response Action Plan/Construction Contingency Plan (RAP/CCP) for the Site. The 2025 RAP/CCP included a brief summary of the project background, description and summary of the known soil and groundwater impacts at the Site and discussed the soil vapor results and did not recommend a soil vapor intrusion mitigation system and recommended pre-construction test pits be completed within the footprint of the former Boyer Truck building. The MPCA has reviewed and approved the 2025 RAP/CCP with the condition to install a passive sub-slab vapor mitigation system (VMS) with the ability to convert to an active system based on the analytical results of two seasonal post-construction soil vapor sampling events. Scope of Services Task 1 – Pre-Construction Test Pits Braun Intertec will coordinate with the City, Terra Construction (general contractor), and associated subcontractors to complete pre-construction test pits to characterize the fill soil beneath the former Boyer Truck building after demolition is complete. Soil samples of the fill soil and underlying native soil from 1 Element Concentrations in Soils and Other Surficial Materials of the Conterminous United States, authors Hansford T. Shacklette and Josephine G. Boerngen, United States Geological Survey (USGS). Braun Intertec Page 4 Page 225 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 the test pits will be monitored for unusual staining, odors, debris, and other signs of contamination. Soil samples will be collected for laboratory analysis and analyzed for a combination of VOCs, polycyclic aromatic hydrocarbons (PAHs), DRO, GRO, and Resource Conservation and Recovery Act (RCRA) eight metals. Task 2 – Soil Response Action Activities The proposed activities below are associated with implementing the soil portions (and related services) of the MPCA-approved 2025 RAP/CCP. Soil Monitoring and Sampling A Braun Intertec environmental scientist, certified by the MDH as an Asbestos Inspector, will be on Site to perform field screening and soil sampling (as necessary) during the majority of earthwork activities. This proposal assumes up to 200 hours (four weeks of 10-hour days) of onsite time to screen and collect soil samples. Actual time required on Site will be determined based on the project schedule, if additional soil oversight is not needed or less than our assumptions, then we will only charge you for the hours actually incurred. If additional contaminated materials are encountered during the excavation activities, the material will be managed in accordance with the 2025 RAP/CCP. The environmental scientist will evaluate and document excavated soil conditions and assist with segregation and proper management of contaminated materials in accordance with the MPCA approved RAP/CCP. Observations and screening results will be documented in daily field notes with photographs and laboratory analysis (as applicable). Excavated materials will continue to be evaluated for the presence of visual and olfactory indications of contamination. The on-Site environmental scientist will follow MPCA-approved headspace methodology using a PID equipped with a 10.6-eV lamp to monitor soil for the presence of organic vapors. In the event that undocumented or unanticipated contaminated soils (based on PID, visual, or olfactory indications) are encountered during the excavation activities, soil sampling for laboratory analysis will be conducted in accordance with the MPCA approved RAP/CCP. This proposal assumes that up to eight confirmation soil samples will be collected from the base of excavated areas with known impacts, specifically the western portion (former salvage yard), former Holiday Station tank basin/pump islands, and along the northern and southern boundaries. The soil samples will be submitted for laboratory analysis for the presence and concentrations of the following parameters: ▪ VOCs using Environmental Protection Agency (EPA) Method 8260 ▪ DRO using Wisconsin Department of Natural Resources (WDNR) Method ▪ GRO using WDNR Method ▪ PAHs using EPA Method 8270 (if deemed necessary) Braun Intertec Page 5 Page 226 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 In the event that previously unidentified contaminated materials are encountered during the excavation activities, the material will be managed in accordance with the project specific Construction Contingency Plan (CCP). Project and Field Coordination This task includes time and fees for project coordination with the field staff andthe project team during earthwork and dewatering activities (Task 3 below) including scheduling and review of field and analytical data associated with the project. Task 3 - Dewatering Permits, Sampling, and Reporting If dewatering activities are required as part of construction, Braun Intertec will work with the construction team to prepare the necessary permits and receive appropriate approval. The project may require a Department of Natural Resources (DNR) Water Use permit and Metropolitan Council Environmental Services (MCES) Industrial Discharge permit to discharge contaminated groundwater to adjacent sanitary sewer system. In addition, coordination and approval are required by the City of Rogers Public Works Department. The approval time for DNR and MCES permits is up to 60 business days. Additional groundwater sampling may be required as part of the permit approval process. The MCES Industrial Discharge permit also requires on-going sampling during discharge to evaluate the groundwater entering the sanitary sewer system. In addition, discharge quantity (i.e., flow meter) and monthly reporting are also required. For the purposes of this proposal, Braun Intertec assumes one discharge water sample will be collected within the first 24 and 72 hours after discharge startup and then every 30 days thereafter. Sampling will continue as necessary until dewatering activities are completed. The frequency may be adjusted based on initial analytical results and approval from the City and MCES. We are assuming a maximum of six water samples will be collected for sanitary discharge (including any required sampling prior to dewatering activities). These samples will be submitted for the following parameters: ▪ VOCs using EPA Method 8260 ▪ DRO using WDNR Method ▪ GRO using WDNR Method ▪ Manganese using EPA Method 6010 ▪ pH using National Environmental Methods Index (NEMI) Method SM4500H+B ▪ Chemical Oxidation Demand (COD) using EPA Method 410.3 ▪ Total Suspended Solids (TSS) using NEMI Method SM2540D and United States Geological Survey (USGS) Method I-3765 Braun Intertec Page 6 Page 227 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 ▪ Total Cyanide using 4500-CN E Method Task 4 – Soil Vapor Response Action Activities The MPCA RAP Approval Letter requires the installation of a passive sub-slab soil VMS in the new city hall and police department buildings. As a part of the MPCA required vapor response action activities, the following activities will be completed: Passive Vapor Mitigation System Design Braun Intertec will design and prepare a construction plan and specifications for a passive sub-slab depressurization (SSD) VMS for the proposed building in consultation with the project design team. The VMS design will be based on design drawings for the proposed building provided to Braun Intertec. Braun Intertec will prepare the VMS design in general accordance with the guidelines specified in the MPCA vapor mitigation guidance document2 and the ANSI/AARST standard for Soil Gas Control Systems in New Construction of Buildings (CC-1000 2018 rev. 5/23). The system will be designed by a licensed professional engineer and will likely include a sub-slab vapor barrier, sub-slab ventilation layer, perforated and solid wall sub-slab vapor mitigation system piping, system riser vent piping, and system extraction fan(s). Braun Intertec will confer with the building design team to identify viable pipe chase locations for routing exhaust piping through and out of the building. Braun Intertec will design and prepare construction plans, which will consist of a general note and detail sheet, provided in PDF format, along with design and installation notes, construction inspection requirements, and other design details necessary to install the passive VMS. The cost estimate includes design services, one pre-design coordination meeting/conference call, and one coordination meeting during design. Additional revisions beyond one round of edits to the VMS design will be billed at a time and materials rate. Note that costs for the passive VMS component materials and installation are not included in our proposal and should be obtained separately from contractor(s) installing components of the VMS. Vapor Mitigation System Installation Oversight Braun Intertec will document the installation of the primary components of the VMS throughout construction of the VMS. This proposal does not include installation of the VMS or quality assurance/quality control (QA/QC) during construction. For this task, Braun Intertec has included costs for up to four visits. Note that on-Site time and our estimated costs may change depending upon the building conditions and the contractor’s schedule. Post-Construction Sampling Once the floor slab is complete, Braun Intertec will conduct up to two rounds of sub-slab soil vapor sampling in accordance with MPCA vapor mitigation guidance. The sampling will include collecting six sub-slab vapor 2 Minnesota Pollution Control Agency Vapor Mitigation Best Management Practices, c-rem3-06, April 2020 Braun Intertec Page 7 Page 228 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 samples in each round. One round will occur in the MPCA defined heating season (November 1 – March 31) and one in the non-heating season (April 1 – October 31). Each sampling event will include the following: ▪ Sub-slab soil vapor will be collected across the building slab. A total of semi-permanent soil vapor pins will be installed per sampling event within the footprint of the buildings (three per building) to facilitate sub-slab soil vapor sampling. Following vapor pin installation, the vapor pins will be connected to inert shut-in test tubing assembly. The other end of the shut-in test assembly will be connected to the valve and gauge assembly connected to the air canister. A water dam leak test and shut-in test will be performed in general accordance with Appendix B of the MPCA 2020 Vapor Investigation Guidance verifying that there are no leaks in the sample train. The sampling point and tubing will be purged to remove at least two volumes of air prior to sample collection. The soil vapor samples will then be collected using laboratory-supplied negative pressure air-sample collection canisters (1- or 6-liter canisters, individually certified clean) equipped with 200 milliliter per minute (mL/min) flow restrictors in accordance with MPCA guidelines and in accordance with Braun Intertec Standard Operating Procedures (SOPs). The shut-in test assembly will be disconnected. Following sample collection, organic vapor concentrations at the vapor pin will be screened with a PID and the value recorded. The temporary sampling points will be removed from the borehole and the boreholes will be patched with concrete. The sub-slab soil vapor samples will be analyzed for VOCs by EPA Method TO-15. For the purposes of this proposal, both non-heating (April 1 to October 31) and heating (November 1 to March 31) seasons will be required. A total of 12 air and vapor samples (6 per sampling event) will be collected. If any individual soil vapor sampling from either round shows an exceedance of 33x the MPCA Intrusion Screening Values (ISVs), the passive VMS may be required to be converted into an active VMS by MPCA. The scope to turn the passive system active is not included in this proposal. Task 5 – Reporting and Project Management This task includes, but is not limited to, time and fees for project coordination with the field staff and project team during soil and vapor response actions including scheduling, and review of field and analytical data associated with the project. This task also includes the following reporting tasks: Response Action Plan Implementation Report Following completion of the response actions and supplementary vapor sampling events, Braun Intertec will prepare a RAP/CCP Implementation Report summarizing the results of the environmental monitoring and testing activities conducted. At a minimum the report will include a summary of environmental response actions completed at the Site, description of field methods and procedures, and photographic documentation of project activities. An Operation and Maintenance (O&M) Plan for the vapor mitigation system will be included as an appendix (see below). Braun Intertec Page 8 Page 229 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 The RAP/CCP Implementation Report will be submitted to the MPCA along with a request for issuance of a RAP/CCP Implementation Report approval letter and Completion of Mitigation Response Actions letter. Operation and Maintenance Plan Braun Intertec will prepare an Operation & Maintenance (O&M) Plan for ongoing operation of the installed passive VMS components. A draft copy of the report will be forwarded to you prior to report finalization. Only an electronic copy of the Braun Intertec report will be submitted to you unless you request otherwise. Environmental Covenant Subsequent to the completion of the RAP Implementation field activities, Braun Intertec will assist the client with preparation of an environmental covenant of the Site buildings. The environmental covenant will summarize the installed vapor mitigation systems within each building, as well as requirements for ongoing monitoring and maintenance activities. The draft covenant will be provided to the MPCA for review and comment. Following approval from the MPCA, the environmental covenant must be recorded on the deed for the property with Hennepin County. It is the responsibility of the Site owner to file the prepared environmental covenant with Hennepin County. Task 6 – Grant Management Upon request, Braun Intertec will assist the City of Rogers with management of the Hennepin County Environmental Response Fund (ERF) contamination cleanup grant, including preparing and providing necessary supporting information for inclusion in the grant disbursement requests that will be prepared by the City. The grant management costs are not a grant eligible/reimbursable expense. Braun Intertec Page 9 Page 230 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 Cost Estimate Braun Intertec will provide the services described herein on an hourly and unit-cost basis. The estimated cost breakdown summary is listed below. Service Description Cost Estimate Task 1 – Pre-Construction Test Pits Excavation Services/Equipment $ 2,750 Field Equipment, Sampling Supplies, Mileage $ 2,000 Subcontractor Analytical Testing (assumes standard turnaround time) $ 1,325 Professional Services and Reporting $ 3,100 Estimated Task 1 Total $ 9,175 Task 2 – Soil Response Action Activities Field Equipment, Sampling Supplies, Mileage $ 32,275 Subcontractor Analytical Testing (assumes standard turnaround time) $ 2,800 Professional Services and Meetings $ 2,475 Estimated Task 2 Total $ 37,550 Task 3 – Dewatering Permits, Sampling, and Reporting Permitting and Reporting $ 4,825 Subcontractor Analytical Testing (assumes standard turnaround time) $ 3,625 Field Equipment, Sampling Supplies, Mileage $ 3,775 Estimated Task 3 Total $ 12,225 Task 4 – Vapor Response Action Activities Vapor Mitigation System Design $ 5,350 Vapor System Installation Oversight (Field Equipment and Mileage) $ 4,150 Post-Construction Soil Vapor Sampling (Two Sampling Events) $ 7,400 Subcontractor Analytical Testing (assumes standard turnaround time) $ 4,100 Estimated Task 4 Total $ 21,000 Task 5 – Reporting and Project Management RAP Implementation Report $ 6,300 O&M Plan $ 1,500 Environmental Covenant $ 2,250 Professional Services $ 5,925 Estimated Task 5 Total $ 15,975 Task 6 – Grant Management Professional Services $ 2,975 Estimated Task 6 Total $ 2,975 Estimated Total (Tasks 1 through 6) $ 98,900 Braun Intertec Page 10 Page 231 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 Braun Intertec will begin the project upon receipt of your authorization. The estimated cost of $98,900 presented is based on the scope of services described herein and the assumption that the proposal will be authorized within 30 days and that the project will be completed within the proposed schedule. This cost estimate was developed with the understanding that the scope of services defined herein will be performed during our normal business hours of 7:00 a.m. to 5:00 p.m., Monday through Friday. Services that we are asked to provide outside our normal business hours will be invoiced at 1.25 times the listed hourly rate. Services provided on Sunday or legal holidays will be invoiced at 1.5 times the listed hourly rate. You will be billed only for services provided on a time and material basis. Scheduling Field work will be coordinated with the General Contractor/Earthwork Contractor. A draft RAP Implementation report will be forwarded to you following the completion of response action activities. A RAP Implementation Addendum will be submitted after completion of the vapor system installation, start-up, and receipt of both seasonal rounds of confirmation soil vapor analytical results, if necessary, otherwise it will be included in the RAP Implementation Report. If the proposed Scope of Services cannot be completed according to this schedule due to circumstances beyond control, Braun Intertec will notify and discuss with you the revised schedule. Braun Intertec Page 11 Page 232 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 General Remarks We based the proposed fee on the scope of services described and the assumption that you will authorize our services within 30 days and that others will not delay us beyond our proposed schedule. We include the Braun Intertec General Conditions, which provide additional terms and are a part of our agreement. To accept this proposal and authorize us to proceed, please sign and return it to us in its entirety. We appreciate the opportunity to present this proposal to you. We will be happy to meet with you to discuss our proposed scope of services further and clarify the various scope components. To have questions answered or schedule a time to meet and discuss our approach to this project further, please contact Kathryn Cleveland at 952.995.2489 or kcleveland@braunintertec.com. Sincerely, The proposal is accepted, and Braun Intertec is Braun Intertec Corporation authorized to proceed. Abby Conklin-Muchnick, PE _____________________________________________ Senior Engineer Authorizer’s Firm Kathryn L. Cleveland _____________________________________________ Supervisor, Senior Scientist Authorizer’s Signature Stephen T. Jansen, MS, PG _____________________________________________ Vice President Principal Scientist Authorizer’s Name (please print or type) Attachments: General Conditions (11/4/2024) _____________________________________________ Authorizer’s Title _____________________________________________ Date Braun Intertec Page 12 Page 233 of 422 BRAUN INTERTEC GENERAL CONDITIONS as reasonable personal protective equipment (“PPE”) typical for the performance of the SECTION 1: AGREEMENT Services provided by this Agreement and as required by law. Consultant shall be entitled to compensation for all extraordinary PPE required by Client. Client will provide, at no 1.1 Agreement. This agreement consists of these General Conditions and the cost to Consultant, appropriate Project site safety measures which are necessary for accompanying written proposal or authorization (“Agreement”). This Agreement is the Consultant to perform its Services at the Project location or work areas in connection entire agreement between Consultant and Client and supersedes all prior negotiations, with the Project. Consultant’s employees are expressly authorized by Client to refuse to representations or agreements, either written or oral. work under conditions that may, in an employee’s sole discretion, be unsafe. 1.2 Parties to the Agreement. The parties to this Agreement are the Braun Intertec Consultant shall have no authority over or be responsible for the safety precautions and entity (“Consultant”) and the client (“Client”) as described in the accompanying written programs, or for security, at the Project site (except with respect to Consultant’s own proposal or authorization. Consultant and Client may be individually referred to as a Services and those of its subconsultants). Party or collectively as the Parties. 3.9 Project Site Access and Damage. Client will provide or ensure access to the site. SECTION 2: SCOPE OF SERVICES In the performance of Services some Project site damage is normal even when due care 2.1 Services. Consultant will provide services (“Services”) in connection with the is exercised. Consultant will use reasonable care to minimize damage to the Project project (“Project”) which are specifically described in this Agreement. Client site. Unless otherwise expressly stated in this Agreement, the cost of restoration for understands and agrees that Consultant’s Services are limited to those which are such damage has not been included in the estimated fees and will be the responsibility expressly set forth in this Agreement. of the Client. 2.2 Additional Services. Any Services not specifically set forth in the Agreement 3.10 Monitoring Wells. To the extent applicable to the Services, monitoring wells are constitute “Additional Services.” Additional Services must be agreed upon in writing by Client’s property, and Client is responsible for monitoring well permitting, maintenance, the Parties prior to performance of the Additional Services and may entitle Consultant and abandonment unless otherwise expressly set forth in this Agreement. to additional compensation and schedule adjustments. Additional compensation will 3.11 Contaminant Disclosures Required by Law. Client agrees to make all disclosures be based upon Consultant’s then current rates and fees. related to the discovery or release of contaminants that are required by law. In the event Client does not own the Project site, Client acknowledges that it is Client’s duty to SECTION 3: PERFORMANCE OF SERVICES inform the owner of the Project site of the discovery or release of contaminants at the 3.1 Standard of Care. Consultant will perform its professional Services consistent with site. Client agrees to hold Consultant harmless, defend, and indemnify Consultant from the degree of care and skill exercised by members of Consultant’s profession claims, damages, penalties, or losses and expenses, including attorney fees, related to performing under similar circumstances at the same time and in the same locality in Client’s failure to make any disclosure required by law or for failing to make the which the professional Services are performed. CONSULTANT DISCLAIMS ALL necessary disclosure to the owner of the Project site. STATUTORY, ORAL, WRITTEN, EXPRESS, AND IMPLIED WARRANTIES, INCLUDING SECTION 4: SCHEDULE WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR PERFORMANCE OF SERVICES IN A GOOD AND WORKMANLIKE MANNER. 4.1 Schedule. Consultant shall complete its obligations within a reasonable time and 3.2 Written Reports and Findings. Unless otherwise agreed in writing, Consultant’s shall make decisions and carry out its responsibilities in a manner consistent with the findings, opinions, and recommendations will be provided to Client in writing and may Standard of Care. Specific periods of time for rendering Services or specific dates by be delivered via electronic format. Client agrees not to rely on oral findings, opinions, or which Services are to be completed are provided in this Agreement. If Consultant is recommendations. delayed in the performance of the Services by actions, inactions, or neglect of Client or others for whom Client is responsible, by changes ordered in the Services, or by other 3.3 Observation or Sampling Locations. Locations of field observations or sampling causes beyond the control of Consultant, including force majeure events, then the time described in Consultant’s report or shown on Consultant’s sketches reference Project for Consultant’s performance of Services shall be extended and Consultant shall plans or information provided by others or estimates made by Consultant’s personnel. receive payment for all expenses attributable to the delay in accordance with Consultant will not survey, set, or check the accuracy of those points unless Consultant Consultant’s then current rates and fees. accepts that duty in writing. Client agrees that such dimensions, depths, or elevations are approximations unless specifically stated otherwise in the report. Client accepts the 4.2 Scheduling On-Site Observations or Services. To the extent Consultant’s Services inherent risk that samples or observations may not be representative of items not require observations, inspections, or testing be performed at the Project site, Client sampled or seen and further that site conditions may vary over distance or change over understands and agrees that Client, directly or indirectly through its authorized time. representative, has the sole right and responsibility to determine and communicate to Consultant the scheduling of observations, inspections, and testing performed by 3.4 Project Site Information. Client will provide Consultant with prior environmental, Consultant. Accordingly, Client also acknowledges that Consultant bears no geotechnical and other reports, specifications, plans, and information to which Client responsibility for damages that may result because Consultant did not perform such has access about the Project site and which are necessary for Consultant to carry out observations, inspections, or testing that Client failed to request and schedule. Client Consultant’s Services. Client agrees to provide Consultant with all plans, changes in understands that the scheduling of observations, inspections, or testing will dictate the plans, and new information as to Project site conditions until Consultant has completed time Consultant’s field personnel spend on the job site and agrees to pay for all services its Services. provided by Consultant due to Client’s scheduling demands in accordance with 3.5 Subsurface Objects. To the extent required to carry out Consultant’s Services, Consultant’s then current rates and fees. Client agrees to provide Consultant, in a timely manner, with information that Client has SECTION 5: COST AND PAYMENT OF SERVICES regarding buried objects at the Project site. Consultant will not be responsible for locating buried objects or utilities at the Project site unless expressly set forth in this 5.1 Cost Estimates. Consultant’s price or fees provided for in this Agreement are an Agreement, or expressly required by applicable law. Client agrees to hold Consultant estimate and are not a fixed amount unless otherwise expressly stated in this harmless, defend, and indemnify Consultant from claims, damages, losses, penalties Agreement. Consultant’s estimated fees are based upon Consultant’s experience, and expenses (including attorney fees) involving buried objects or utilities that were not knowledge, and professional judgment as well as information available to Consultant at properly marked or identified or of which Client had or should have had knowledge but the time of this Agreement. Actual costs may vary and are not guaranteed or warrantied. did not timely notify Consultant or correctly identify on the plans Client or others 5.2 Payment. Consultant will invoice Client on a monthly basis for Services performed. furnished to Consultant. Consultant, from time to time, may hire a third party to locate Client will pay for Services as stated in this Agreement together with costs for Additional underground objects or utilities and, unless otherwise expressly stated in this Services or costs otherwise agreed to in writing within thirty (30) days of the invoice date. Agreement, such action shall be for the sole benefit of Consultant and in no way will Unless otherwise stated in this Agreement or agreed to in writing, Consultant’s costs for alleviate Client of its responsibilities hereunder. all services performed will be based upon Consultant’s then current rates, fees, and 3.6 Hazardous Materials. Client will notify Consultant of any knowledge or suspicion of charges. No retainage shall be withheld by Client. All unpaid invoices will incur an the presence of hazardous or dangerous materials present on any Project site or in any interest charge of 1.5% per month or the maximum allowed by law. sample or material provided to Consultant. Client agrees to provide Consultant with 5.3 Other Payment Conditions. Consultant will require Client credit approval and information in Client’s possession or control relating to such samples or materials. If Consultant may require payment of a retainer fee. Client agrees to pay all applicable Consultant observes or suspects the presence of contaminants not anticipated in this taxes. Client’s obligation to pay for Services under this Agreement is not contingent on Agreement, Consultant may terminate Services without liability to Client or to others, Client’s ability to obtain financing, governmental or regulatory agency approval, and Client will compensate Consultant for fees earned and expenses incurred up to the permits, final adjudication of any lawsuit, Client’s successful completion of any project, time of termination. receipt of payment from a third party, or any other event. 3.7 Supervision of Others. Consultant shall have no obligation to supervise or direct 5.4 Third Party Payment. Provided Consultant has agreed in writing, Client may request Client’s representatives, contractors, or other third parties retained by Client. Consultant to invoice and receive payment from a third party for Consultant’s Services. Consultant has no authority over or responsibility for the means, methods, techniques, Consultant, in its sole discretion, may also require the third party to provide written sequences, or procedures of construction selected or used by Client, Client’s acceptance of all terms of this Agreement. Neither payment to Consultant by a third representatives, contractors, or other third parties retained by Client. party nor a third party’s written acceptance of all terms of this Agreement will alter 3.8 Safety. Consultant will provide a health and safety program for its employees as well Client’s rights and responsibilities under this Agreement. Client expressly agrees that Rev. 2024-11-04 Page 1 of 2 Page 234 of 422the Agreement contains sufficient consideration notwithstanding Consultant being paid CONSULTANT’S PERFORMANCE OF THE SERVICES OR THIS AGREEMENT, FROM ANY by a third party. CAUSE OR CAUSES, INCLUDING BUT NOT LIMITED TO NEGLIGENCE, PROFESSIONAL 5.5 Non-Payment. If Client does not pay for Services in full as agreed, Consultant may ERRORS AND OMISSIONS, STRICT LIABILITY, BREACH OF CONTRACT, INDEMNIFICATION OBLIGATIONS OR BREACH OF WARRANTY, SHALL NOT EXCEED THE TOTAL retain work not yet delivered to Client and Client agrees to return all Project Data (as COMPENSATION RECEIVED BY CONSULTANT OR $50,000, WHICHEVER IS GREATER. defined in this Agreement) that may be in Client’s possession or under Client’s control. If Client fails to pay Consultant in accordance with this Agreement, such nonpayment SECTION 9: MISCELLANEOUS PROVISIONS shall be considered a default and breach of this Agreement for which Consultant may 9.1 Services Prior to Agreement. Directing Consultant to commence Services prior to terminate for cause consistent with the terms of this Agreement and without liability to execution of this Agreement constitutes Client’s acceptance of this unaltered Client or to others. Client will compensate Consultant for fees earned and expenses Agreement in its entirety. incurred up to the time of termination. Client agrees to be liable to Consultant for all 9.2 Confidentiality. To the extent Consultant receives Client information identified as costs and expenses Consultant incurs in the collection of amounts invoiced but not confidential, Consultant will not disclose that information to third parties without Client paid, including but not limited to attorney fees and costs. consent. Additionally, any Project Data prepared in performance of the Services will SECTION 6: OWNERSHIP AND USE OF DATA remain confidential and Consultant will not release the reports to any third parties not 6.1 Ownership. All reports, notes, calculations, documents, and all other data prepared involved in the Project. Neither of the aforesaid confidentiality obligations shall apply to by Consultant in the performance of the Services (“Project Data”) are instruments of any information in the public domain, information lawfully acquired from others on a Consultant’s Services and are the property of Consultant. Consultant shall retain all nonconfidential basis, or information that Consultant is required by law to disclose. common law, statutory and other reserved rights, including the copyright thereto, of 9.3 Relationship of the Parties. Consultant will perform Services under this Agreement Project Data. as an independent contractor, and its employees will at all times be under its sole 6.2 Use of Project Data. The Project Data of this Agreement is for the exclusive purpose discretion and control. No provision in this Agreement shall be deemed or construed to disclosed by Client and, unless agreed to in writing, for the exclusive use of Client. create a joint venture, partnership, agency or other such association between the Client may not use Project Data for a purpose for which the Project Data was not Parties. prepared without the express written consent of Consultant. Consultant will not be 9.4 Resource Conservation and Recovery Act. To the extent applicable to the responsible for any claims, damages, or costs arising from the unauthorized use of any Services, neither this Agreement nor the providing of Services will operate to make Project Data provided by Consultant under this Agreement. Client agrees to hold Consultant an owner, operator, generator, transporter, treater, storer, or a disposal harmless, defend and indemnify Consultant from any and all claims, damages, losses, facility within the meaning of the Resource Conservation and Recovery Act, as and expenses, including attorney fees, arising out of such unauthorized use. amended, or within the meaning of any other law governing the handling, treatment, 6.3 Samples, Field Data, and Contaminated Equipment. Samples and field data storage, or disposal of hazardous substances. Client agrees to hold Consultant remaining after tests are conducted, as well as field and laboratory equipment that harmless, defend, and indemnify Consultant from any claims, damages, penalties or cannot be adequately cleansed of contaminants, are and continue to be the property of losses resulting from the storage, removal, hauling or disposal of such substances. Client. Samples may be discarded or returned to Client, at Consultant’s discretion, 9.5 Services in Connection with Legal Proceedings. Client agrees to compensate unless within fifteen (15) days of the report date Client gives Consultant written direction Consultant in accordance with its then current fees, rates, or charges if Consultant is to store or transfer the samples and materials. Samples and materials will be stored at asked or required to respond to legal process arising out of a proceeding related to the Client’s expense. Project and as to which Consultant is not a party. 6.4 Data Provided by Client. Electronic data, reports, photographs, samples, and other 9.6 Assignment. This Agreement may not be assigned by Consultant or Client without materials provided by Client or others may be discarded or returned to Client, at the prior written consent of the other Party, which consent shall not be unreasonably Consultant’s discretion, unless within 15 days of the report date Client gives Consultant withheld. written direction to store or transfer the materials at Client’s expense. 9.7 Third Party Beneficiaries. Nothing in this Agreement, express or implied, is SECTION 7: INSURANCE intended, or will be construed, to confer upon or give any person or entity other than Consultant and Client, and their respective permitted successors and assigns, any 7.1 Insurance. Consultant shall keep and maintain the following insurance coverages: rights, remedies, or obligations under or by reason of this Agreement. a. Workers’ Compensation: Statutory b. Employer’s Liability: $1,000,000 bodily injury, each accident | $1,000,000 bodily 9.8 Termination. This Agreement may be terminated by either Party for cause upon injury by disease, each employee | $1,000,000 bodily injury/disease, aggregate seven (7) days written notice to the other Party. Should the other Party fail to cure and c. General Liability: $1,000,000 per occurrence | $2,000,000 aggregate perform in accordance with the terms of this Agreement within such seven-day period, d. Automobile Liability: $1,000,000 combined single limit (bodily injury and property the Agreement may terminate at the sole discretion of the Party that provided the written damage) notice. The Client may terminate this Agreement for its convenience. If Client terminates e. Excess Umbrella Liability: $5,000,000 per occurrence | $5,000,000 aggregate for its convenience, then Consultant shall be compensated in accordance with the f. Professional Liability: $2,000,000 per claim | $2,000,000 aggregate terms hereof for Services performed, reimbursable costs and expenses incurred prior to the termination, and reasonable costs incurred as a result of the termination. 7.2 Waiver of Subrogation. Client and Consultant waive all claims and rights of subrogation for losses arising out of causes of loss covered by the respective insurance 9.9 Force Majeure. Neither Party shall be liable for damages or deemed in default of this policies. Agreement to the extent that any delay or failure in the performance of its obligations (other than the payment of money) results, without its fault or negligence, from any 7.3 Certificate of Insurance. Consultant shall furnish Client with a certificate of cause beyond its reasonable control, including but not limited to acts of God, acts of insurance upon request. civil or military authority, embargoes, pandemics, epidemics, war, riots, insurrections, SECTION 8: INDEMNIFICATION, CONSEQUENTIAL DAMAGES, LIABILITY LIMITS fires, explosions, earthquakes, floods, adverse weather conditions, strikes or lock-outs, 8.1 Indemnification. Consultant’s only indemnification obligation shall be to indemnify declared states of emergency, and changes in laws, statutes, regulations, or and hold harmless the Client, its officers, directors, and employees from and against ordinances. those damages and costs incurred by Client or that Client is legally obligated to pay as 9.10 Disputes, Choice of Law, Venue. In the event of a dispute and prior to exercising a result of third party tort claims, including for the death or bodily injury to any person or rights at law or under this Agreement, Consultant and Client agree to negotiate all for the destruction or damage to any property, but only to the extent proven to be directly disputes in good faith for a period of 30 days from the date of notice of such dispute. This caused by the negligent act, error, or omission of the Consultant or anyone for whom Agreement will be governed by the laws and regulations of the state in which the Project the Consultant is legally responsible. This indemnification provision is subject to the is located and all disputes and claims shall be heard in the state or federal courts for Limitation of Liability set forth in this Section 8. that state. Client and Consultant each waive trial by jury. 8.2 Intellectual Property. Client agrees to indemnify Consultant against losses and 9.11 Individual Liability. No officer or employee of Consultant, acting within the scope costs arising out of claims of patent or copyright infringement as to any process or of employment, shall have individual liability for any acts or omissions, and Client system that is specified or selected by Client or others on behalf of Client. agrees not to make a claim against any individual officers or employees of Consultant. 8.3 Mutual Waiver of Consequential Damages. NOTWITHSTANDING ANYTHING TO 9.12 Severability. Should a court of law determine that any clause or section of this THE CONTRARY HEREUNDER, NEITHER CONSULTANT NOR CLIENT SHALL BE LIABLE TO Agreement is invalid, all other clauses or sections shall remain in effect. THE OTHER FOR ANY CONSEQUENTIAL, PUNITIVE, INDIRECT, INCIDENTAL OR SPECIAL 9.13 Waiver. The failure of either Party hereto to exercise or enforce any right under this DAMAGES, OR LOSS OF USE OR RENTAL, LOSS OF PROFIT, LOSS OF BUSINESS Agreement shall not constitute a release or waiver of the subsequent exercise or OPPORTUNITY, LOSS OF PROFIT OR REVENUE OR COST OF FINANCING, OR OTHER SUCH enforcement of such right. SIMILAR AND RELATED DAMAGE ASSERTED IN THIRD PARTY CLAIMS, OR CLAIMS BY EITHER PARTY AGAINST THE OTHER. 9.14 Entire Agreement. The terms and conditions set forth herein constitute the entire understanding of the Parties relating to the provision of Services by Consultant to Client. 8.4 Limitation of Liability. TO THE FULLEST EXTENT PERMITTED BY LAW, THE TOTAL This Agreement may be amended only by a written instrument signed by both Parties. In LIABILITY IN THE AGGREGATE OF CONSULTANT, CONSULTANT’S OFFICERS, DIRECTORS, PARTNERS, EMPLOYEES, AGENTS, AND SUBCONSULTANTS, TO CLIENT AND ANYONE the event Client issues a purchase order or other documentation to authorize CLAIMING BY, THROUGH OR UNDER CLIENT FOR ANY CLAIMS, LOSSES, COSTS, OR Consultant’s Services, any conflicting or additional terms of such documentation are DAMAGES WHATSOEVER ARISING OUT OF, RESULTING FROM OR IN ANY WAY RELATED expressly excluded from this Agreement. Rev. 2024-11-04 Braun Intertec General Conditions Page 2 of 2 Page 235 of 422 PROFESSIONAL SERVICES AGREEMENT This Agreement is made on the 265th day of May, 2026, between the CITY OF ROGERS, 22350 S. Diamond Lake Road, Rogers MN 55374 ("City") and BRAUN INTERTEC, 11001 Hampshire Avenue S., Bloomington MN 55438 (“Consultant”). Preliminary Statement The purpose of this Agreement is to set forth terms and conditions for the provision of architectural and engineering services by the Consultant for the City. The City and Consultant agree as follows: 1. Consultant's Services. The Consultant agrees to provide professional services as described in Exhibit A, Scope of Work, attached hereto and incorporated herein. Consultant agrees to use the City's standard specifications in any bidding documents prepared under this Agreement. The requirements of this section may be waived by the City if the City Engineer determines that they are not necessary for the successful completion of the project. Consultants requesting a requirement to be waived must have written authorization from the City Engineer. Consultant will perform its professional services consistent with the degree of care and skill ordinarily exercised under similar circumstances by reputable members of Consultant's profession practicing at the same time and in the same locality 2. Time for Performance of Services. The Consultant will perform the services outlined in Exhibit A, Scope of Work within the prescribed days from the date of the contract award. Any changes in this schedule must be approved in writing by the City. 3. Compensation for Services. City agrees to pay the Consultant for services as described in Exhibit A, Scope of Work as may be amended from time to time by mutual written agreement by City and Consultant. 4. Method of Payment. The Consultant must submit itemized bills for services provided to the City on a monthly basis. Bills submitted will be paid in the same manner as other claims made to the City. For work reimbursed on an hourly basis, the Consultant must indicate for each employee, his or her classification, the number of hours worked, rate of pay for each employee, a computation of amounts due for each employee, the total amount due, the original contracted amount, the current requested amount and the total amount. Consultant must verify all statements submitted for payment in compliance with Minnesota Statutes Sections 471.38 and 471.391. For reimbursable expenses, the Consultant must provide such documentation as reasonably required by the City. Page 236 of 422Professional Services Agreement Page 2 5. Audit Disclosure. The Consultant must allow the City or its duly authorized agents reasonable access to such of the Consultant's books and records as are pertinent to all services provided under this Agreement. Any reports, information, data, etc. given to, or prepared or assembled by the Consultant, under this Agreement which the City requests to be kept confidential must not be made available to any individual or organization without the City's prior written approval. All finished or unfinished documents, data, studies, surveys, drawings, maps, models, photographs and reports prepared by the Consultant will become the property of the City upon termination of this Agreement, but Consultant may retain copies of such documents as records of the services provided and may reuse standard portions of such documents in the normal course of its business. 6. Term. The term of this Agreement will be from May 27, 2026 through final project closeout by the City Council and receipt of all Consultant deliverables, the date of signature by the parties notwithstanding. This Agreement may be extended upon the written mutual consent of the parties for such additional period as they deem appropriate, and upon the terms and conditions as herein stated. The anticipated duration of construction (bid award to substantial completion) is 13 months. 7. Termination. This Agreement may be terminated by City by seven (7) day's written notice to Consultant delivered to the address written above. Upon termination under this provision, the Consultant will be paid for services rendered and reimbursable expenses incurred prior to the effective date of termination. 8. Subcontractor. The Consultant must not enter into subcontracts for any of the services provided for in this Agreement without the express written consent of the City other than those defined in Exhibit A. 9. Independent Contractor. At all times and for all purposes hereunder, the Consultant is an independent contractor and not an employee of the City. No statement herein shall be construed so as to find the Consultant an employee of the City. 10. Assignment. Neither party will assign this Agreement, nor any interest arising herein, without the written consent of the other party. 11. Services Not Provided For. No claim for services furnished by the Consultant not specifically provided for herein will be honored by the City. 12. Severability. The provisions of this Agreement are severable. If any portion hereof is, for any reason, held by a court of competent jurisdiction to be contrary to law, such decision will not affect the remaining provisions of the Agreement. 13. Entire Agreement. The entire Agreement of the parties is contained herein. This Agreement supersedes all oral agreements and negotiations between the parties Page 237 of 422 Professional Services Agreement Page 3 relating to the subject matter hereof, as well as any previous agreements presently in effect between the parties relating to the subject matter hereof. Any alterations, amendments, deletions or waivers of the provisions of this Agreement will be valid only when expressed in writing and duly signed by the parties unless otherwise provided herein. 14. Compliance with Laws and Regulations. In providing services hereunder, the Consultant must abide by all statutes, ordinances, rules and regulations pertaining to the provision of services to be provided. Any violation will constitute a material breach of this Agreement and entitle the City to immediately terminate this Agreement. 15. Waiver. Any waiver by either party of a breach of any provisions of this Agreement will not affect, in any respect, the validity of the remainder of this Agreement. 16. Indemnification. The Consultant must indemnify and hold harmless the City, its employees and agents, for all claims, damages, losses and expenses, including but not limited to attorney's fees which they may suffer or for which they may be held liable, as a result of, and to the extent of, the negligent or wrongful acts of the Consultant, his or her employees or anyone else for whom he or she is legally responsible in the performance of this Agreement. 17. Insurance. During the term of this Agreement, Consultant must maintain a general liability insurance policy with limits of $1,500,000 for each occurrence and $2,000,000 aggregate, for both personal injury and property damage. This policy shall name the City as an additional insured for the services provided under this Agreement and shall provide, as between the City and the Consultant, that the Consultant's coverage shall be the primary coverage in the event of a loss. If the Consultant is providing either architectural or engineering services, the Consultant must also maintain during the term of this Agreement a professional liability insurance policy with the same limits as for general liability. A certificate of insurance on the City's approved form which verifies the existence of these insurance coverages must be provided to the City before work under this Agreement is begun. 18. Governing Law. This Agreement will be controlled by the laws of the State of Minnesota. 19. Whole Agreement. This Agreement embodies the entire Agreement between the parties including all prior understanding and agreements and may not be modified except in writing signed by all parties. 20. Limitation of Liability. It is agreed that City’s sole, exclusive remedy, and maximum recovery against Consultant for any claims, damages, costs, or expenses including, without limitation, reasonable attorneys’ fees and costs, of any nature Page 238 of 422 Professional Services Agreement Page 4 whatsoever, shall not exceed Consultant’s applicable and required insurance under this Agreement. 21. Opinions of Probable Cost. Any and all estimates provided by Consultant are opinions of probable costs based on information that is reasonably available to Consultant. 22. Means, Methods and Safety. Consultant is not responsible for supervising, directing, controlling, or otherwise being in charge of the construction activities, means, or methods at the project site; or supervising, directing, controlling, or otherwise being in charge of the actual work of the construction contractor, its sub- contractors, or other materialmen or service providers not engaged by Consultant. 23 Executed as of the day and year first written above. CITY OF ROGERS BRAUN INTERTEC By: By: Shannon Klick, Mayor Date: Its: Vice President, Principal Scientist Date: By: Steven Stahmer, City Administrator Date: Page 239 of 422 May 20, 2025 Project 10003242_002 Brett Angell and Doran Cote City of Rogers 22350 S. Diamond Lake Road Rogers, MN 55374 Re: Proposal for Environmental Consulting Services Rogers Civic Center Campus Redevelopment 21701 Industrial Boulevard, 13017 Main Street, 13013 Main Street, and 13019 Main Street Rogers, Minnesota Dear Mr. Angell and Mr. Cote: Braun Intertec Corporation (Braun Intertec) is pleased to present this proposal for environmental consulting services related to the proposed redevelopment of the above referenced site (Site). The environmental consulting services include completion of pre-construction test pits beneath the former Boyer Truck building, assisting with dewatering permit(s), sampling, and reporting (upon request), oversight of soil excavation activities within known or suspected areas of impacts, oversight of the vapor mitigation system installations, completion of vapor mitigation confirmation testing and sampling, and preparation and submittal of a Response Action Plan (RAP) Implementation Report to the Minnesota Pollution Control Agency (MPCA) requesting issuance of a completion of response action letter. This proposal outlines the Scope of Services and provides a Cost Estimate for the proposed work. Background The Site is comprised of six contiguous parcels (Hennepin County Parcel IDs: 231202324004, 231202324006, 2312023240025, 2312023240026, 2312023240023, and 2312023240014) located at 21701 Industrial Boulevard, 13017 Main Street, 13013 Main Street, and 13009 Main Street within the SE quarter of the NW quarter of Section 23, Township 120 North, Range 23 West, in the City of Rogers, Hennepin County, Minnesota. Based on the information provided by the City of Rogers (the City), the proposed project includes redevelopment of the Site for a new Police Department building with associated secure parking and a new City Hall building with associated surface parking and amenities, including a public plaza in the northeast corner of the Site. Page 240 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 Previous Environmental Investigations and Environmental Documents The following environmental documents have been completed at the Site. A brief summary of the environmental documents is provided below: ▪ Phase I Environmental Site Assessment Report, Boyer Truck, 21701 Industrial Boulevard/13013 Main Street, Rogers, Minnesota, dated September 4, 2019, prepared by Key Engineering Group, LTD. (2019 Phase I ESA). ▪ Draft Phase II Environmental Site Assessment Report, 21701 Industrial Boulevard, Rogers, Minnesota, dated January 19, 2023, prepared by GHD (2023 GHD Phase II ESA). ▪ Phase I Environmental Site Assessment, Former Holiday Station Store, 13017 Main Street, Rogers, Minnesota, dated September 20, 2023, prepared by Braun Intertec (2023 City Parcel Phase I ESA). ▪ Phase I Environmental Site Assessment, Boyer Truck Facility, 21701 Industrial Boulevard and 13013 Main Street, Rogers, Minnesota, dated October 3, 2023, prepared by Braun Intertec (2023 Boyer Property Phase I ESA). ▪ Phase II Environmental Site Assessment, Rogers Redevelopment Project, 21701 Industrial Boulevard, 13013 Main Street, and 13017 Main Street, Rogers, Minnesota, dated November 1, 2023, prepared by Braun Intertec (2023 Phase II ESA). ▪ Soil Vapor Investigation Report, City of Rogers Redevelopment Project, 21701 Industrial Boulevard, 13013 Main Street, and 13017 Main Street, Rogers, Minnesota, dated February 12, 2024, prepared by Braun Intertec (2024 SVA). ▪ Supplemental Soil Vapor Investigation Report, City of Rogers Redevelopment Project, 21701 Industrial Boulevard, 13013 Main Street, and 13017 Main Street, Rogers, Minnesota, dated May 29, 2024, prepared by Braun Intertec (2024 Supplemental SVA). ▪ Retroactive No Association Determination for Past Actions, No Association Determination for Proposed Actions, Holiday Station Store 79, 13017 Main Street, Rogers, MPCA Site ID: BF0002673, dated April 3, 2024, prepared by MPCA. ▪ Retroactive No Association Determination for Past Actions, No Association Determination for Proposed Actions, Boyer Trucks, 21701 Industrial Boulevard and 13013 Main Street, Rogers, MPCA Site ID: BF0002675, dated April 3, 2024, prepared by MPCA. ▪ “draft” Geotechnical Evaluation Report, Rogers Police Department and City Hall, 21701 Industrial Blvd., Rogers, Minnesota, date pending, prepared by Braun Intertec (2025 Geotechnical Evaluation). ▪ Response Action Plan/Construction Contingency Plan, City of Rogers Civic Campus Redevelopment Project, 21701 Industrial Boulevard, 13017, 13013, and 13009 Main Street, Rogers, Minnesota, prepared by Braun Intertec, dated April 9, 2025 (2025 RAP/CCP). Braun Intertec Page 2 Page 241 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 ▪ Approval of RAP/CCP – City of Rogers Redevelopment Project, Holiday Station Store #79, 13017 Main Street (BF0002673), Boyer Trucks 21701 Industrial Boulevard and 13013 Main Street (BF0002675), dated May 1, 2025, prepared by MPCA. According to the previously completed Phase I ESAs, the Site was primarily used for agricultural purposes since at least 1937. Four parcels (Hennepin County Parcel IDs: 231202324004, 231202324006, 2312023240025, and 2312023240026) were occupied by a commercial building and associated paved parking operated by Boyer Trucks as a commercial truck dealership which included maintenance and parts services (Boyer Trucks Property). Boyer Trucks Property was developed in 1998 with the currently existing approximately 17,000-square-foot building that is currently unoccupied and that consists of sales offices, large truck bays, and a mezzanine on the southern portion of the building. The building is centrally located on the Site and is surrounded by paved parking lots. The Boyer Trucks Property was utilized for truck sales and service from 1998 until approximately 2021. According to the Phase I ESA, the west side of the Boyer Trucks Property may have been a former salvage yard. The adjoining parcel to the northeast, 13017 Main Street (Hennepin County Parcel ID: 2312023240023, Holiday Parcel), was developed in approximately 1977 with the currently existing slab-on-grade approximately 4,000 square-foot building formerly used as a Holiday Station Store. The former Holiday Station Store operated as a gasoline station from approximately 1977 until 2011. Since closing the gasoline station in 2011, the Holiday Parcel has remained unoccupied. Paved parking areas with overgrown vegetation surround the majority of the Holiday Parcel. The Holiday Parcel is the subject of a closed petroleum release (MPCA leak site LS00018292). The adjoining parcel to the southeast, 13009 Main Street (Hennepin County Parcel ID: 2312023240014, Residential Parcel), was previously developed with a former residential home that has been demolished. The Residential Parcel is currently vacant. Braun Intertec completed a Phase I ESA at the Site on October 3, 2023 (2023 Phase I ESA). The 2023 Phase I ESA updated and summarized the previous environmental reports. The 2023 Phase I ESA identified various recognized environmental conditions (RECs) associated with past Site uses. The City received Retroactive No Association Determination (RNADs) from the MPCA for both the former Holiday Station site and Boyer Truck site. A Phase II ESA was conducted to investigate the RECs identified in the 2023 Phase I ESA. The investigation identified multiple areas of contamination where analytical testing identified impacts in soil exceeding the established MPCA Soil Reference Value (SRV) or regulated fill criterion, and Minnesota Department of Health (MDH) drinking water criteria. Soil vapor was evaluated as part of the 2023 Phase II ESA and in a supplemental soil vapor investigation in 2024. A summary of results is provided below: ▪ Two areas of confirmed petroleum soil contamination were identified. Soil boring GP-3 was completed in the southwest corner of the Site which is downgradient of an adjacent commercial/ industrial facility and downgradient of the BP Gas Station north of the Site. Soil boring GP-11 was completed in the vicinity of the former UST basin for the former Holiday Station. These soil borings Braun Intertec Page 3 Page 242 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 had elevated photoionization detector (PID) readings and petroleum-like odors observed. Gasoline range organics (GRO) and various petroleum-related volatile organic compounds (VOCs) were detected at concentrations exceeding established MPCA criteria in each boring. Additionally, diesel range organics (DRO) was detected at soil boring GP-11 at concentrations exceeding established MPCA criteria. ▪ Various metals were identified in soil Site-wide at concentrations exceeding established MPCA Soil Leaching Valus (SLVs) and/or Soil Reference Values (SRVs). Soil disturbed for redevelopment activities will likely be required to be disposed of off-Site. However, according to United States Geological Survey (USGS) information1, some of the metals in soil may be attributed to naturally occurring in the area of the Site. ▪ Groundwater samples exhibited elevated petroleum-related VOC concentrations in the same borings as the petroleum soil contamination identified above. Groundwater encountered during redevelopment activities will have to be managed appropriately. ▪ Various dissolved metals, exceeding the MDH Drinking Water Criteria (DWC), were identified Site- wide in groundwater samples. However, according to Untied States Geological Survey (USGS) information, some of the metal concentrations in soil may be attributed to naturally occurring conditions in the area of the Site. ▪ The sampling results did not identify VOC constituents within soil vapor at concentrations greater than the 33X Commercial/Industrial Intrusion Screening Value (ISV) standards. In 2025, Braun Intertec prepared and submitted a Response Action Plan/Construction Contingency Plan (RAP/CCP) for the Site. The 2025 RAP/CCP included a brief summary of the project background, description and summary of the known soil and groundwater impacts at the Site and discussed the soil vapor results and did not recommend a soil vapor intrusion mitigation system and recommended pre-construction test pits be completed within the footprint of the former Boyer Truck building. The MPCA has reviewed and approved the 2025 RAP/CCP with the condition to install a passive sub-slab vapor mitigation system (VMS) with the ability to convert to an active system based on the analytical results of two seasonal post-construction soil vapor sampling events. Scope of Services Task 1 – Pre-Construction Test Pits Braun Intertec will coordinate with the City, Terra Construction (general contractor), and associated subcontractors to complete pre-construction test pits to characterize the fill soil beneath the former Boyer Truck building after demolition is complete. Soil samples of the fill soil and underlying native soil from 1 Element Concentrations in Soils and Other Surficial Materials of the Conterminous United States, authors Hansford T. Shacklette and Josephine G. Boerngen, United States Geological Survey (USGS). Braun Intertec Page 4 Page 243 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 the test pits will be monitored for unusual staining, odors, debris, and other signs of contamination. Soil samples will be collected for laboratory analysis and analyzed for a combination of VOCs, polycyclic aromatic hydrocarbons (PAHs), DRO, GRO, and Resource Conservation and Recovery Act (RCRA) eight metals. Task 2 – Soil Response Action Activities The proposed activities below are associated with implementing the soil portions (and related services) of the MPCA-approved 2025 RAP/CCP. Soil Monitoring and Sampling A Braun Intertec environmental scientist, certified by the MDH as an Asbestos Inspector, will be on Site to perform field screening and soil sampling (as necessary) during the majority of earthwork activities. This proposal assumes up to 200 hours (four weeks of 10-hour days) of onsite time to screen and collect soil samples. Actual time required on Site will be determined based on the project schedule, if additional soil oversight is not needed or less than our assumptions, then we will only charge you for the hours actually incurred. If additional contaminated materials are encountered during the excavation activities, the material will be managed in accordance with the 2025 RAP/CCP. The environmental scientist will evaluate and document excavated soil conditions and assist with segregation and proper management of contaminated materials in accordance with the MPCA approved RAP/CCP. Observations and screening results will be documented in daily field notes with photographs and laboratory analysis (as applicable). Excavated materials will continue to be evaluated for the presence of visual and olfactory indications of contamination. The on-Site environmental scientist will follow MPCA-approved headspace methodology using a PID equipped with a 10.6-eV lamp to monitor soil for the presence of organic vapors. In the event that undocumented or unanticipated contaminated soils (based on PID, visual, or olfactory indications) are encountered during the excavation activities, soil sampling for laboratory analysis will be conducted in accordance with the MPCA approved RAP/CCP. This proposal assumes that up to eight confirmation soil samples will be collected from the base of excavated areas with known impacts, specifically the western portion (former salvage yard), former Holiday Station tank basin/pump islands, and along the northern and southern boundaries. The soil samples will be submitted for laboratory analysis for the presence and concentrations of the following parameters: ▪ VOCs using Environmental Protection Agency (EPA) Method 8260 ▪ DRO using Wisconsin Department of Natural Resources (WDNR) Method ▪ GRO using WDNR Method ▪ PAHs using EPA Method 8270 (if deemed necessary) Braun Intertec Page 5 Page 244 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 In the event that previously unidentified contaminated materials are encountered during the excavation activities, the material will be managed in accordance with the project specific Construction Contingency Plan (CCP). Project and Field Coordination This task includes time and fees for project coordination with the field staff andthe project team during earthwork and dewatering activities (Task 3 below) including scheduling and review of field and analytical data associated with the project. Task 3 - Dewatering Permits, Sampling, and Reporting If dewatering activities are required as part of construction, Braun Intertec will work with the construction team to prepare the necessary permits and receive appropriate approval. The project may require a Department of Natural Resources (DNR) Water Use permit and Metropolitan Council Environmental Services (MCES) Industrial Discharge permit to discharge contaminated groundwater to adjacent sanitary sewer system. In addition, coordination and approval are required by the City of Rogers Public Works Department. The approval time for DNR and MCES permits is up to 60 business days. Additional groundwater sampling may be required as part of the permit approval process. The MCES Industrial Discharge permit also requires on-going sampling during discharge to evaluate the groundwater entering the sanitary sewer system. In addition, discharge quantity (i.e., flow meter) and monthly reporting are also required. For the purposes of this proposal, Braun Intertec assumes one discharge water sample will be collected within the first 24 and 72 hours after discharge startup and then every 30 days thereafter. Sampling will continue as necessary until dewatering activities are completed. The frequency may be adjusted based on initial analytical results and approval from the City and MCES. We are assuming a maximum of six water samples will be collected for sanitary discharge (including any required sampling prior to dewatering activities). These samples will be submitted for the following parameters: ▪ VOCs using EPA Method 8260 ▪ DRO using WDNR Method ▪ GRO using WDNR Method ▪ Manganese using EPA Method 6010 ▪ pH using National Environmental Methods Index (NEMI) Method SM4500H+B ▪ Chemical Oxidation Demand (COD) using EPA Method 410.3 ▪ Total Suspended Solids (TSS) using NEMI Method SM2540D and United States Geological Survey (USGS) Method I-3765 Braun Intertec Page 6 Page 245 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 ▪ Total Cyanide using 4500-CN E Method Task 4 – Soil Vapor Response Action Activities The MPCA RAP Approval Letter requires the installation of a passive sub-slab soil VMS in the new city hall and police department buildings. As a part of the MPCA required vapor response action activities, the following activities will be completed: Passive Vapor Mitigation System Design Braun Intertec will design and prepare a construction plan and specifications for a passive sub-slab depressurization (SSD) VMS for the proposed building in consultation with the project design team. The VMS design will be based on design drawings for the proposed building provided to Braun Intertec. Braun Intertec will prepare the VMS design in general accordance with the guidelines specified in the MPCA vapor mitigation guidance document2 and the ANSI/AARST standard for Soil Gas Control Systems in New Construction of Buildings (CC-1000 2018 rev. 5/23). The system will be designed by a licensed professional engineer and will likely include a sub-slab vapor barrier, sub-slab ventilation layer, perforated and solid wall sub-slab vapor mitigation system piping, system riser vent piping, and system extraction fan(s). Braun Intertec will confer with the building design team to identify viable pipe chase locations for routing exhaust piping through and out of the building. Braun Intertec will design and prepare construction plans, which will consist of a general note and detail sheet, provided in PDF format, along with design and installation notes, construction inspection requirements, and other design details necessary to install the passive VMS. The cost estimate includes design services, one pre-design coordination meeting/conference call, and one coordination meeting during design. Additional revisions beyond one round of edits to the VMS design will be billed at a time and materials rate. Note that costs for the passive VMS component materials and installation are not included in our proposal and should be obtained separately from contractor(s) installing components of the VMS. Vapor Mitigation System Installation Oversight Braun Intertec will document the installation of the primary components of the VMS throughout construction of the VMS. This proposal does not include installation of the VMS or quality assurance/quality control (QA/QC) during construction. For this task, Braun Intertec has included costs for up to four visits. Note that on-Site time and our estimated costs may change depending upon the building conditions and the contractor’s schedule. Post-Construction Sampling Once the floor slab is complete, Braun Intertec will conduct up to two rounds of sub-slab soil vapor sampling in accordance with MPCA vapor mitigation guidance. The sampling will include collecting six sub-slab vapor 2 Minnesota Pollution Control Agency Vapor Mitigation Best Management Practices, c-rem3-06, April 2020 Braun Intertec Page 7 Page 246 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 samples in each round. One round will occur in the MPCA defined heating season (November 1 – March 31) and one in the non-heating season (April 1 – October 31). Each sampling event will include the following: ▪ Sub-slab soil vapor will be collected across the building slab. A total of semi-permanent soil vapor pins will be installed per sampling event within the footprint of the buildings (three per building) to facilitate sub-slab soil vapor sampling. Following vapor pin installation, the vapor pins will be connected to inert shut-in test tubing assembly. The other end of the shut-in test assembly will be connected to the valve and gauge assembly connected to the air canister. A water dam leak test and shut-in test will be performed in general accordance with Appendix B of the MPCA 2020 Vapor Investigation Guidance verifying that there are no leaks in the sample train. The sampling point and tubing will be purged to remove at least two volumes of air prior to sample collection. The soil vapor samples will then be collected using laboratory-supplied negative pressure air-sample collection canisters (1- or 6-liter canisters, individually certified clean) equipped with 200 milliliter per minute (mL/min) flow restrictors in accordance with MPCA guidelines and in accordance with Braun Intertec Standard Operating Procedures (SOPs). The shut-in test assembly will be disconnected. Following sample collection, organic vapor concentrations at the vapor pin will be screened with a PID and the value recorded. The temporary sampling points will be removed from the borehole and the boreholes will be patched with concrete. The sub-slab soil vapor samples will be analyzed for VOCs by EPA Method TO-15. For the purposes of this proposal, both non-heating (April 1 to October 31) and heating (November 1 to March 31) seasons will be required. A total of 12 air and vapor samples (6 per sampling event) will be collected. If any individual soil vapor sampling from either round shows an exceedance of 33x the MPCA Intrusion Screening Values (ISVs), the passive VMS may be required to be converted into an active VMS by MPCA. The scope to turn the passive system active is not included in this proposal. Task 5 – Reporting and Project Management This task includes, but is not limited to, time and fees for project coordination with the field staff and project team during soil and vapor response actions including scheduling, and review of field and analytical data associated with the project. This task also includes the following reporting tasks: Response Action Plan Implementation Report Following completion of the response actions and supplementary vapor sampling events, Braun Intertec will prepare a RAP/CCP Implementation Report summarizing the results of the environmental monitoring and testing activities conducted. At a minimum the report will include a summary of environmental response actions completed at the Site, description of field methods and procedures, and photographic documentation of project activities. An Operation and Maintenance (O&M) Plan for the vapor mitigation system will be included as an appendix (see below). Braun Intertec Page 8 Page 247 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 The RAP/CCP Implementation Report will be submitted to the MPCA along with a request for issuance of a RAP/CCP Implementation Report approval letter and Completion of Mitigation Response Actions letter. Operation and Maintenance Plan Braun Intertec will prepare an Operation & Maintenance (O&M) Plan for ongoing operation of the installed passive VMS components. A draft copy of the report will be forwarded to you prior to report finalization. Only an electronic copy of the Braun Intertec report will be submitted to you unless you request otherwise. Environmental Covenant Subsequent to the completion of the RAP Implementation field activities, Braun Intertec will assist the client with preparation of an environmental covenant of the Site buildings. The environmental covenant will summarize the installed vapor mitigation systems within each building, as well as requirements for ongoing monitoring and maintenance activities. The draft covenant will be provided to the MPCA for review and comment. Following approval from the MPCA, the environmental covenant must be recorded on the deed for the property with Hennepin County. It is the responsibility of the Site owner to file the prepared environmental covenant with Hennepin County. Task 6 – Grant Management Upon request, Braun Intertec will assist the City of Rogers with management of the Hennepin County Environmental Response Fund (ERF) contamination cleanup grant, including preparing and providing necessary supporting information for inclusion in the grant disbursement requests that will be prepared by the City. The grant management costs are not a grant eligible/reimbursable expense. Braun Intertec Page 9 Page 248 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 Cost Estimate Braun Intertec will provide the services described herein on an hourly and unit-cost basis. The estimated cost breakdown summary is listed below. Service Description Cost Estimate Task 1 – Pre-Construction Test Pits Excavation Services/Equipment $ 2,750 Field Equipment, Sampling Supplies, Mileage $ 2,000 Subcontractor Analytical Testing (assumes standard turnaround time) $ 1,325 Professional Services and Reporting $ 3,100 Estimated Task 1 Total $ 9,175 Task 2 – Soil Response Action Activities Field Equipment, Sampling Supplies, Mileage $ 32,275 Subcontractor Analytical Testing (assumes standard turnaround time) $ 2,800 Professional Services and Meetings $ 2,475 Estimated Task 2 Total $ 37,550 Task 3 – Dewatering Permits, Sampling, and Reporting Permitting and Reporting $ 4,825 Subcontractor Analytical Testing (assumes standard turnaround time) $ 3,625 Field Equipment, Sampling Supplies, Mileage $ 3,775 Estimated Task 3 Total $ 12,225 Task 4 – Vapor Response Action Activities Vapor Mitigation System Design $ 5,350 Vapor System Installation Oversight (Field Equipment and Mileage) $ 4,150 Post-Construction Soil Vapor Sampling (Two Sampling Events) $ 7,400 Subcontractor Analytical Testing (assumes standard turnaround time) $ 4,100 Estimated Task 4 Total $ 21,000 Task 5 – Reporting and Project Management RAP Implementation Report $ 6,300 O&M Plan $ 1,500 Environmental Covenant $ 2,250 Professional Services $ 5,925 Estimated Task 5 Total $ 15,975 Task 6 – Grant Management Professional Services $ 2,975 Estimated Task 6 Total $ 2,975 Estimated Total (Tasks 1 through 6) $ 98,900 Braun Intertec Page 10 Page 249 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 Braun Intertec will begin the project upon receipt of your authorization. The estimated cost of $98,900 presented is based on the scope of services described herein and the assumption that the proposal will be authorized within 30 days and that the project will be completed within the proposed schedule. This cost estimate was developed with the understanding that the scope of services defined herein will be performed during our normal business hours of 7:00 a.m. to 5:00 p.m., Monday through Friday. Services that we are asked to provide outside our normal business hours will be invoiced at 1.25 times the listed hourly rate. Services provided on Sunday or legal holidays will be invoiced at 1.5 times the listed hourly rate. You will be billed only for services provided on a time and material basis. Scheduling Field work will be coordinated with the General Contractor/Earthwork Contractor. A draft RAP Implementation report will be forwarded to you following the completion of response action activities. A RAP Implementation Addendum will be submitted after completion of the vapor system installation, start-up, and receipt of both seasonal rounds of confirmation soil vapor analytical results, if necessary, otherwise it will be included in the RAP Implementation Report. If the proposed Scope of Services cannot be completed according to this schedule due to circumstances beyond control, Braun Intertec will notify and discuss with you the revised schedule. Braun Intertec Page 11 Page 250 of 422 City of Rogers Rogers Civic Center Redevelopment Proposal 10003242_002 May 20, 2026 General Remarks We based the proposed fee on the scope of services described and the assumption that you will authorize our services within 30 days and that others will not delay us beyond our proposed schedule. We include the Braun Intertec General Conditions, which provide additional terms and are a part of our agreement. To accept this proposal and authorize us to proceed, please sign and return it to us in its entirety. We appreciate the opportunity to present this proposal to you. We will be happy to meet with you to discuss our proposed scope of services further and clarify the various scope components. To have questions answered or schedule a time to meet and discuss our approach to this project further, please contact Kathryn Cleveland at 952.995.2489 or kcleveland@braunintertec.com. Sincerely, The proposal is accepted, and Braun Intertec is Braun Intertec Corporation authorized to proceed. Abby Conklin-Muchnick, PE _____________________________________________ Senior Engineer Authorizer’s Firm Kathryn L. Cleveland _____________________________________________ Supervisor, Senior Scientist Authorizer’s Signature Stephen T. Jansen, MS, PG _____________________________________________ Vice President Principal Scientist Authorizer’s Name (please print or type) Attachments: General Conditions (11/4/2024) _____________________________________________ Authorizer’s Title _____________________________________________ Date Braun Intertec Page 12 Page 251 of 422 Response Action Plan/Construction Contingency Plan City of Rogers Civic Campus Redevelopment Project 21701 Industrial Boulevard, 13017, 13013, and 13009 Main Street Rogers, Minnesota Prepared for: City of Rogers Minnesota Brownfields Project B2308306.05 April 9, 2025 Braun Intertec Corporation Page 252 of 422 Braun Intertec Corporation Phone: 952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 Minneapolis, MN 55438 Web: braunintertec.com April 9, 2025 Project B2308306.05 Mr. Brett Angell City of Rogers 22350 S. Diamond Lake Rd Rogers, MN 55374 Minnesota Brownfields 4248 Park Glen Road Minneapolis, MN 55416 Re: Response Action Plan/Construction Contingency Plan City of Rogers Redevelopment Project 21701 Industrial Boulevard, 13017, 13013, and 13009 Main Street Rogers, Minnesota Dear Mr. Angell and Minnesota Brownfields: On behalf of the City of Rogers (the City), Braun Intertec Corporation has prepared the attached Response Action Plan/Construction Contingency Plan (RAP/CCP) for the above-referenced site (Site). The attached RAP/CCP provides a description of the methods that will be used to manage impacted materials at the Site and to identify, evaluate, and manage potentially impacted materials that may be encountered during construction. The RAP/CCP document is being submitted to the Minnesota Pollution Control Agency (MPCA) Voluntary Investigation and Cleanup (VIC) and Petroleum Brownfields (PB) Programs for review and approval prior to the start of construction. If redevelopment plans should change, the RAP/CCP document will be amended as appropriate. This RAP/CCP was prepared on behalf of and for use by the City and Minnesota Brownfields. No other party has a right to rely on the contents of this RAP/CCP without the written authorization of Braun Intertec. If you have any questions, please contact Kathryn Cleveland at 952.995.2489 or kcleveland@braunintertec.com. Sincerely, BRAUN INTERTEC CORPORATION Edward S. Pencak, PG Kathryn L. Cleveland Project Scientist Project Scientist Imants Pone Senior Scientist Attachment: Response Action Plan/Construction Contingency Plan AA/EOE Page 253 of 422 Table of Contents Description Page A. Introduction ...................................................................................................................................... 1 B. Project Background .......................................................................................................................... 1 B.1. Site Location and Description .............................................................................................. 1 B.2. Proposed Development ....................................................................................................... 2 B.3. Previous Site Investigations and Environmental Documents .............................................. 2 B.3.a. 2019 Phase I Environmental Site Assessment ........................................................ 4 B.3.b. 2023 GHD Phase II Environmental Site Assessment .............................................. 4 B.3.c. 2023 City Parcel Phase I Environmental Site Assessment ...................................... 5 B.3.d. 2023 Boyer Property Phase I Environmental Site Assessment .............................. 6 B.3.e. 2023 Phase II Environmental Site Assessment ....................................................... 7 B.3.f. 2024 Soil Vapor Investigation and Supplemental Soil Vapor Investigation ........... 8 B.3.g. 2024 Retroactive No Association Determination/No Association Determinations9 B.3.h. “draft” 2025 Geotechnical Evaluation ................................................................... 9 C. Site Conceptual Model ................................................................................................................... 10 C.1. Site Geology and Hydrogeology ........................................................................................ 10 C.2. Nature and Extent of Impacts ........................................................................................... 11 C.2.a. Soil Impacts .......................................................................................................... 11 C.2.b. Groundwater Impacts .......................................................................................... 12 C.2.c. Soil Vapor Impacts ................................................................................................ 12 C.2.d. Potential Debris Impacts ...................................................................................... 13 C.3. Potential Receptors and Exposure Pathways .................................................................... 13 D. RAP Scope and Objective ............................................................................................................... 14 D.1. Response Action Objectives .............................................................................................. 14 D.2. Response Action Overview ................................................................................................ 14 D.3. Cleanup and Reuse Criteria ............................................................................................... 15 D.4. Site Responsibilities and Coordination .............................................................................. 16 E. Response Action Plan ..................................................................................................................... 18 E.1. Soil Response Actions ........................................................................................................ 18 E.1.a. Overview .............................................................................................................. 18 E.1.b. Exploratory Test Pits ............................................................................................. 18 E.1.c. Excavation of Impacted Soil ................................................................................. 18 E.1.d. Soil Segregation and Disposition .......................................................................... 19 E.1.e. Utility Trenches .................................................................................................... 19 E.1.f. Green Space and Hardscape Areas ...................................................................... 20 E.1.g. Soil Reuse and Backfilling ..................................................................................... 20 E.2. Environmental Monitoring, Sampling, and Testing ........................................................... 20 E.2.a. Soil Screening ....................................................................................................... 20 E.2.b. Soil Sampling and Analytical Testing .................................................................... 21 E.2.c. Sample Labeling and Handling ............................................................................. 22 E.2.d. Photographs ......................................................................................................... 22 E.3. Groundwater Management .............................................................................................. 23 E.4. Soil Vapor Response Actions ............................................................................................. 23 Page 254 of 422 Table of Contents (continued) F. Reporting ........................................................................................................................................ 23 G. Construction Contingency Plan ...................................................................................................... 24 H. Schedule ......................................................................................................................................... 25 I. Standard of Care ............................................................................................................................. 25 Figures 1: Site Location Map 2: Site Layout Map 3: Investigation Locations and Site Development 4: Identified Soil Impacts 5: Approximate Extent of Groundwater Impacts Appendices A: Proposed Site Redevelopment Plan B: 2023 GHD Phase II ESA Figures and Tables C: 2023 Braun Intertec Phase II ESA Figures, Tables, and Boring Logs D: 2024 Braun Intertec Soil Vapor and Supplemental Soil Vapor Investigation Figures and Tables E: 2024 Retroactive No Association Determination/No Association Determination Letters F: 2025 Geotechnical Evaluation Draft Boring Logs G: Braun Intertec Standard Operating Procedures Page 255 of 422 A. Introduction On behalf of the City of Rogers (the City) and Minnesota Brownfields, Braun Intertec Corporation prepared this Response Action Plan/Construction Contingency Plan (RAP/CCP) for the proposed redevelopment located at 21701 Industrial Boulevard, 13017 Main Street, 13013 Main Street, and 13009 Main Street in Rogers, Minnesota (Site). This RAP/CCP provides a description of the segregation, management, and disposal procedures for impacted soil removed as part of construction-related excavation work, as well as environmental monitoring/testing and documentation requirements. The CCP portion of the document outlines procedures for addressing any unexpected environmental conditions that may encountered during construction. The City is requesting Minnesota Pollution Control Agency (MPCA) approval of this RAP/CCP. Following project completion, a RAP/CCP Implementation Report will be prepared and submitted for MPCA approval of completed response actions. B. Project Background B.1. Site Location and Description The Site is located at 21701 Industrial Boulevard, 13017 Main Street, 13013 Main Street, and 13009 Main Street within the SE quarter of the NW quarter of Section 23, Township 120 North, Range 23 West, in the City of Rogers, Hennepin County, Minnesota. The Site is comprised of six contiguous parcels. According to most recently conducted Phase I Environmental Site Assessment (ESA), the Site was primarily used for agricultural purposes since at least 1937. Four parcels (Hennepin County Parcel IDs: 231202324004, 231202324006, 2312023240025, and 2312023240026) are currently occupied by a commercial building and associated paved parking formerly operated by Boyer Trucks as a commercial truck dealership which included maintenance and parts services (Boyer Trucks Property). Boyer Trucks Property was developed in 1998 with the currently existing approximately 17,000-square-foot building that is currently unoccupied and that consists of sales offices, large truck bays, and a mezzanine on the southern portion of the building. The building is centrally located on the Site and is surrounded by paved parking lots. The Boyer Trucks Property was Page 256 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 2 utilized for truck sales and service from 1998 until approximately 2021. According to the Phase I ESA, the west side of the Boyer Trucks Property may have been a former salvage yard. The adjoining parcel to the northeast, 13017 Main Street (Hennepin County Parcel ID: 2312023240023, Holiday Parcel), was developed in approximately 1977 with the currently existing slab-on-grade approximately 4,000 square-foot building formerly used as a Holiday Station Store. The former Holiday Station Store operated as a gasoline station from approximately 1977 until 2011. Since closing the gasoline station in 2011, the Holiday Parcel has remained unoccupied. Paved parking areas with overgrown vegetation surround the majority of the Holiday Parcel. The Holiday Parcel is the subject of a closed petroleum release (MPCA leak site LS00018292). The adjoining parcel to the southeast, 13009 Main Street (Hennepin County Parcel ID: 2312023240014, Residential Parcel), was previously developed with a former residential home that has been demolished. The Residential Parcel is currently vacant. The Site is bordered on the north by Industrial Boulevard with retail development located beyond; on the east by Main Street with retail development located beyond; on the south by John Deere Lane with retail and light industrial developments located beyond; and the west by retail and light industrial developments with single family residential located beyond. A Site Location Map is included as Figure 1 and a Site Layout Map with parcel IDs is included as Figure 2. B.2. Proposed Development The Boyer Trucks Property and the adjoining Holiday and Residential Parcels (i.e. the “Site”) are being considered by the City of Rogers for redevelopment into a Police Department building with underground parking and a new City Hall building with associated surface parking and amenities, including a public plaza in the northeast corner of the Site. The proposed Site redevelopment plan is shown on Figure 3 and is included in Appendix A. B.3. Previous Site Investigations and Environmental Documents The following environmental documents have been completed at the Site and were reviewed in preparing this RAP/CCP. Results from former investigations and associated environmental documents are summarized below. Page 257 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 3 . Phase I Environmental Site Assessment Report, Boyer Truck, 21701 Industrial Boulevard/ 13013 Main Street, Rogers, Minnesota, dated September 4, 2019, prepared by Key Engineering Group, LTD. (2019 Phase I ESA). . Draft Phase II Environmental Site Assessment Report, 21701 Industrial Boulevard, Rogers, Minnesota, dated January 19, 2023, prepared by GHD (2023 GHD Phase II ESA). . Phase I Environmental Site Assessment, Former Holiday Station Store, 13017 Main Street, Rogers, Minnesota, dated September 20, 2023, prepared by Braun Intertec (2023 City Parcel Phase I ESA). . Phase I Environmental Site Assessment, Boyer Truck Facility, 21701 Industrial Boulevard and 13013 Main Street, Rogers, Minnesota, dated October 3, 2023, prepared by Braun Intertec (2023 Boyer Property Phase I ESA). . Phase II Environmental Site Assessment, Rogers Redevelopment Project, 21701 Industrial Boulevard, 13013 Main Street, and 13017 Main Street, Rogers, Minnesota, dated November 1, 2023, prepared by Braun Intertec (2023 Phase II ESA). . Soil Vapor Investigation Report, City of Rogers Redevelopment Project, 21701 Industrial Boulevard, 13013 Main Street, and 13017 Main Street, Rogers, Minnesota, dated February 12, 2024, prepared by Braun Intertec (2024 SVA). . Supplemental Soil Vapor Investigation Report, City of Rogers Redevelopment Project, 21701 Industrial Boulevard, 13013 Main Street, and 13017 Main Street, Rogers, Minnesota, dated May 29, 2024, prepared by Braun Intertec (2024 Supplemental SVA). . Retroactive No Association Determination for Past Actions, No Association Determination for Proposed Actions, Holiday Station Store 79, 13017 Main Street, Rogers, MPCA Site ID: BF0002673, dated April 3, 2024, prepared by MPCA,. . Retroactive No Association Determination for Past Actions, No Association Determination for Proposed Actions, Boyer Trucks, 21701 Industrial Boulevard and 13013 Main Street, Rogers, MPCA Site ID: BF0002675, dated April 3, 2024, prepared by MPCA,. . “draft” Geotechnical Evaluation Report, Rogers Police Department and City Hall, 21701 Industrial Blvd., Rogers, Minnesota, date pending, prepared by Braun Intertec (2025 Geotechnical Evaluation). Page 258 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 4 B.3.a. 2019 Phase I Environmental Site Assessment The 2019 Phase I ESA was completed for the Boyer Trucks Property located at 21701 Industrial Boulevard and 13013 Main Street. The 2019 Phase I ESA stated the Boyer Trucks Property was vacant land until 1957 when a residential home was constructed on the eastern portion. The northern portion of the property appeared to be used for storage of vehicles and/or machinery from 1966 until 1972. The 2019 Phase I ESA also noted that a portion of the property was used as an automobile junk yard operated as Glen’s Trucking. The residential home was demolished by 1977, and the junk yard was no longer apparent at that time as well. Glen’s Trucking operated within a small commercial building that was constructed on the northern portion of the property. The Boyer Trucks Property has operated as a truck service and sales center since 1998. The findings from the report indicated that “Relevant regulatory records associated with the subject site include: one closed LUST, one closed Spill, six active USTs (this is likely a typographic error as further reference within the report indicated as ASTs).” The 2019 Phase I ESA concluded “The reported use of the subject site as a junk yard between about 1966 and 1977 represents an environmental concern with the removal of parts and other general operations associated with a typical junk yard. Cars were taken apart, parts were removed and sold, and operations were conducted on the existing site conditions. This situation represents a REC [recognized environmental condition] for the subject site.” B.3.b. 2023 GHD Phase II Environmental Site Assessment GHD completed ten direct push probe borings and collected soil and groundwater samples for laboratory analysis. The results of this investigation indicated the following: . “Field screening of soils were generally at background levels with exception to soils screened from boring SB-5 and SB-10 on the northern portion of the property.” . “Soil analytical results were variable across the site with exception to metals, which are ubiquitous. Manganese and vanadium are the two metals that exceed the State of Minnesota leaching values.” Arsenic and volatile organic compounds (VOCs) exceeded MPCA leaching values, and total petroleum hydrocarbon (TPH) results indicate that the VOCs were sourced from gasoline. . “Groundwater quality exceeding the State of Minnesota Cleanup Values Risk Evaluation (Cleanup Values) by Petroleum related compounds are related to the northern portion of the Site, with diesel range organics reported in all groundwater samples.” Dissolved iron, in samples from the northern portion of the Site, naphthalene, and dissolved manganese exceeded the MPCA cleanup values. Page 259 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 5 The 2023 GHD Phase II ESA had the following conclusions: . “There are two primary concerns with the Site environmental conditions: metals and petroleum hydrocarbon related impacts to soil and groundwater. Soil has elevated concentrations of metals throughout the Site, however manganese and vanadium are the two metals analyzed that exceed Leaching Values. The manganese has also deleteriously affected groundwater, whereas vanadium did not.” . “Petroleum hydrocarbon impacts appear to be limited to a pocket of soil and the surrounding groundwater north of the existing building beneath the parking lot. VOCs detected in soil that exceed leaching values were also present in groundwater exceeding Cleanup Values.” “As discussed above, manganese exceeds Cleanup Values in groundwater across the entire Site.” Figures and tables from the 2023 GHD Phase II ESA are included in Appendix B. B.3.c. 2023 City Parcel Phase I Environmental Site Assessment The 2023 City Parcel Phase I ESA was completed for the parcel located at 13017 Main Street, Rogers, Minnesota (i.e. Holiday Parcel). This Phase I ESA report identified the following RECs: . The City (Holiday) Parcel was developed with a slab-on-grade approximately 4,000 square-foot former Holiday Station Store constructed in approximately 1977. While a gasoline station, the property formerly operated three underground storage tanks (USTs) that had capacities of 12,000-gallons, 10,000-gallons and 4,000-gallons all containing gasoline. During the removal of the three USTs and dispensers on January 4, 2011, a release was reported to the MPCA. Subsequent investigative borings were completed surrounding the former USTs and dispenser pump islands. Gasoline range organics (GRO), diesel range organics (DRO), and benzene, toluene, ethylbenzene, and xylenes (BTEX) compounds were detected in groundwater exceeding the MPCA health risk limits (HRLs). Additionally, a vapor intrusion assessment was completed in proximity to the building and 1,2,4-trimethlybenzene and 1,3,5-trimethylbenezene exceeded the 10X Intrusion Screening Values (ISVs). The MPCA issued a closure letter on January 13, 2012, that indicated investigation and/or cleanup have adequately addressed the petroleum tank release at the Site; however, it is the opinion of Braun Intertec that this does not necessarily indicate that no contamination remains. Considering the proposed redevelopment of the Site, this documented contamination represents a REC. . The surrounding area was largely undeveloped at the time of the earliest historical sources with the exception of some farms and homesteads. Commercial and light industrial development in the surrounding area was first evident by 1957 and the density of that development increased Page 260 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 6 over time. What appears to be an auto salvage yard is visible on the adjoining property to the west between at least 1966 through 1972. Numerous properties are listed in the regulatory report in the vicinity of the Site with reported releases of hazardous substances and/or petroleum products including two assumed upgradient facilities; Holiday, 13028 Main Street (as many as 9 spill incidents) and ACA Management Inc., dba BP Amoco/Twin City West/Allied Systems/ C&N Curb Contractors, et al. (as many as 12 spill incidents). There is a potential that these three and other additional surrounding facilities have the potential to have impacted soil, groundwater and vapor at the Site. The historical use of the surrounding properties and associated documented spills represents a REC. The 2023 City Parcel Phase I ESA stated the following additional consideration: “Prior to the construction of the Holiday Station Store, a residential building was located on the Site. It is unknown if the demolition debris associated with the building was buried on the Site or hauled away for disposal. There is a potential that buried materials are present at the Site that may require management as solid or hazardous waste if encountered during redevelopment activities. If fill soils, which could include demolition debris and other wastes, are encountered during redevelopment, then additional assessment of the fill soils may be required to evaluate appropriate management and/or disposal requirements.” B.3.d. 2023 Boyer Property Phase I Environmental Site Assessment The 2023 Boyer Property Phase I ESA was completed for property located at 21701 Industrial Boulevard and 13013 Main Street, Rogers, Minnesota. The 2023 Boyer Property Phase I ESA identified the following RECs: . The Site was utilized as Boyer Truck sales and service from 1998 until 2021 and Glens Trucking operated the Site in the 1980s and 1990s. Although not observed during the site reconnaissance, historical storage and use of hazardous substances and petroleum products typical of a truck service facility was evident. The Site was listed on numerous database listings and formerly used six aboveground storage tanks (ASTs). The Site was also listed as a RCRA [Resource Conservation Recovery Act] VSQG [very small quantity generator], HIST LUST [leaking UST] was for a fuel oil tank, and a SPILL listing related to 100-gallons of diesel fuel release. Both incidents were identified as “Closed” by the MPCA. A “closed” status indicates that the investigation and/or remediation was completed to the satisfaction of the MPCA; however, this does not necessarily indicate that no contamination remains. Based upon the typical historical storage and use of hazardous substances and petroleum products, documented spill incidents, and previous environmental reports verifying contaminated soil and groundwater, these conditions are considered a REC in connection with the Site. Page 261 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 7 . Prior to Glens Trucking, the Site was used as a salvage yard between approximately 1966 through 1972. The use of the Site as a salvage yard likely included handling hazardous substances and petroleum products as part of normal salvage operations and is considered a REC in connection with the Site. The 2023 Boyer Property Phase I ESA report stated the following additional considerations: . Trench drains located in the truck bays are present in the building. The trench drains are plumbed into an oil/water separator located in the southern side of the building. During the historical operations within the building, there is likelihood that residual petroleum products and/or hazardous substances were introduced into the drains and separator and some residuals may still be present. If these drains and separators are going to be used in the future, it is prudent these are confirmed to be functioning per applicable building code. If the drains and separator are no longer needed, they should then be decontaminated and permanently sealed or removed. . At least one residential structure and garage, and the former Glen’s Trucking building were previously located on the Site. It is unknown if the demolition debris associated with the buildings was buried on the Site or hauled away for disposal. There is a potential that buried materials are present at the Site that may require management as solid or hazardous waste if encountered during redevelopment activities. If fill soils, which could include demolition debris and other wastes, are encountered during redevelopment, then additional assessment of the fill soils may be required to evaluate appropriate management and/or disposal requirements. B.3.e. 2023 Phase II Environmental Site Assessment Braun Intertec completed a Phase II ESA to evaluate soil, groundwater, and soil vapor at the Site. Soil borings were advanced 15 to 35 feet below ground surface (bgs). Representative samples of soil and groundwater were collected from each boring and analyzed for one or more of the following parameters: VOCs, polycyclic aromatic hydrocarbons (PAHs), DRO with silica gel cleanup, GRO, and Priority Pollutant metals including antimony, arsenic, beryllium, cadmium, chromium, copper, lead, nickel, selenium, silver, thallium, and zinc. In addition, metals manganese and vanadium were also analyzed as elevated concentrations were detected in previous investigations. The 2023 Phase II ESA report included the following conclusions: . Two areas of confirmed petroleum soil contamination were identified. Soil boring GP-3 was completed in the southwest corner of the Site which is downgradient of an adjacent commercial/industrial facility and downgradient of the BP Gas Station north of the Site. Soil boring GP-11 was completed in the vicinity of the former UST basin for the former Holiday Page 262 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 8 Station. Each of these soil borings had elevated photoionization detector (PID) readings and petroleum-like odors observed. GRO and various petroleum-related VOCs were detected at concentrations exceeding established MPCA criteria in each boring. Additionally, DRO was detected at soil boring GP-11 at concentrations exceeding established MPCA criteria. . Various metals were identified in soil Site-wide at concentrations exceeding established MPCA Soil Leaching Valus (SLVs) and/or Soil Reference Values (SRVs). Soil disturbed for redevelopment activities will likely be required to be disposed of off-Site. However, according to United States Geological Survey (USGS) information1, some of the metals in soil may be attributed to naturally occurring in the area of the Site. . Groundwater samples collected during the 2023 Phase II ESA exhibited elevated petroleum- related VOC concentrations in the same borings as the petroleum soil contamination identified above. Groundwater encountered during redevelopment activities will have to be managed appropriately. . Various dissolved metals, exceeding the Minnesota Department of Health (MDH) Drinking Water Criteria (DWC), were identified Site-wide in groundwater samples. However, according to USGS information, some of the metals in soil may be attributed to naturally occurring in the area of the Site. . Soil vapor at the Site is impacted with VOCs at concentrations above the 33X Residential ISV standards. The compounds benzene (VP-7), carbon tetrachloride (VP-7), and tetrachloroethene (PCE, VP-2 and VP-7) were detected in soil vapor samples at concentrations above the 33X Residential ISVs. In soil vapor sample VP-3, methane was detected at a concentration exceeding the MPCA Action Level of 0.5 percent. Figures, tables, and boring logs from the 2023 Phase II ESA are included in Appendix C. B.3.f. 2024 Soil Vapor Investigation and Supplemental Soil Vapor Investigation Braun Intertec conducted two rounds (a heating season and non-heating season) of soil vapor sampling to meet sampling density requirements as described in the 2024 Retroactive No Association Determination (RNAD)/No Association Determination (NAD) for the Site. A total of eight soil vapor probes were completed as part of the 2024 SVA and an additional soil vapor probe and sub-slab soil 1 Element Concentrations in Soils and Other Surficial Materials of the Conterminous United States, authors Hansford T. Shacklette and Josephine G. Boerngen, United States Geological Survey (USGS). Page 263 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 9 vapor point, located within the Boyer Truck building, were completed as part of the 2024 Supplemental SVA. The sampling results did not identify VOC constituents within soil vapor at concentrations greater than the 33X Commercial/Industrial ISV standards. As such, a soil vapor response action does not appear warranted within the currently proposed building footprint. Figures and tables from the 2024 SVA and 2024 Supplemental SVA are included in Appendix D. B.3.g. 2024 Retroactive No Association Determination/No Association Determinations MPCA issued RNAD/NADs to the City on April 3, 2024 for MPCA Sites BF0002673 (Holiday Station) and BF0002675 (Boyer Truck). The RNAD/NADs reported that the “Identified Release” at the Site consists of manganese in groundwater and non-petroleum VOCs in soil vapor. MPCA RNAD/NAD stated that “Metals were within the range of typical background concentrations”. As metals in soil were not determined to constitute an identified release, we understand that soils with documented metal(s) concentrations exceeding one or more standard can be reused as unregulated fill in accordance with MPCA guidance. Copies of the 2024 RNAD/NADs are provided in Appendix E. B.3.h. “draft” 2025 Geotechnical Evaluation Braun Intertec completed 13 standard penetration test (SPT) borings along the perimeter of the proposed City Hall/Police Department building and throughout the paved parking areas to depths ranging between 15 to 25 feet bgs. Groundwater was encountered in all of the soil borings at depths ranging from 7 to 22.5 feet bgs, with the greatest depths located along the north central portion of the Site. The 2025 Geotechnical Evaluation Report is pending; however, the initial recommendations include: . The existing fill beneath and around the proposed building will require soil corrections to a depth of approximately 4 to 12 feet prior to construction. . The existing, debris-free, non-organic soil is suitable for reuse as engineered fill below the proposed building pad. A majority of the on-Site soils will likely require moisture conditioning (wetting and drying) prior to reuse and compaction. Any materials to be used as engineered fill should be tested and approved by the geotechnical engineer prior to placement. . Strip unsuitable soils consisting of topsoil, organic soils, vegetation, existing structures, and pavements from the area, within 3 feet of the surface of the proposed pavement grade. Page 264 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 10 Draft boring logs from the 2025 Geotechnical Evaluation are included in Appendix F. C. Site Conceptual Model The historical information summarized in Section B above and the results of the previous investigations were used to prepare a site conceptual model that envisions redevelopment of the Site. The site conceptual model incorporates the current Site use and conditions, former Site uses and conditions, physical setting, characterization of impacts to the Site from the chemicals of concern (COCs), and a discussion of potential receptors and exposure pathways. C.1. Site Geology and Hydrogeology According to published information, the unconsolidated sediment in the Site vicinity is Late Pleistocene age Loam to clay loam diamict deposits, which consist typically of oxidized, very dark gray where unoxidized, diamict (2023 City Parcel Phase I ESA and 2023 Boyer Property Phase I ESA). Scattered pebbles and cobbles and boulders are rare. The lithologic composition of this unit indicates much more shale. The surface expression is generally rolling and hummocky with numerous ice-walled stagnation plains and ice-block melt-out depressions indicative of ice stagnation. Silt loam deposited in ponded water is thin, patchy and locally present on the tops of ice-walled stagnation plans. The uppermost bedrock unit in the Site vicinity is the Late Cambrian, St. Lawrence Formation. The St. Lawrence Formation consists of dolomitic siltstone and shale in eastern Hennepin County. The depth to bedrock in the Site vicinity is approximately 175 to 200 feet below land surface (2023 City Parcel Phase I ESA and 2023 Boyer Property Phase I ESA). During Site investigations, fill soils were encountered across the Site to depths ranging between 4 and 12 feet bgs and consisted primarily of silty to clayey sand, sandy lean clay, or lean clay. Underlying the fill soils were apparent native glacial soils consisting of sandy lean clay with alternating silty sand layers. Silt layers were encountered in soil borings ST-5 and ST-9 from 4 to 12 feet and 12 to 14.5 feet bgs, respectively. According to published information, the depth to groundwater in the vicinity of the Site is expected to lie within 5 to 10 feet below land surface. Previous Site investigations encountered groundwater as shallow as 3.5 feet bgs. The groundwater levels were variable; therefore, based on Site geology, the groundwater conditions of the Site appear to be generally perched in permeable layers overlying slower draining layers. Page 265 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 11 C.2. Nature and Extent of Impacts Past petroleum releases have been reported on the Boyer Trucks Parcel (i.e., fuel oil tank release and 100-gallon diesel fuel release) and the Holiday Parcel (petroleum release associated with the former UST system). Vehicle maintenance activities were historically performed in the Boyer Trucks Parcel building which contains trench drains and an oil-water separator on the south end of the building. A salvage yard was historically present on the western portion of the Boyer Trucks Parcel. The magnitude and extent of identified petroleum and non-petroleum impacted soil, groundwater, and soil vapor are described in the following sections. Detected concentrations of COCs in soil, groundwater, and soil vapor samples from the environmental assessments are presented in previous reports which were submitted under separate covers. Copies of the figures, data summary tables, and boring logs (where available) from the 2023 GHD Phase II ESA, 2023 Phase II ESA, and 2024 SVA and Supplemental SVA are included as Appendix B through Appendix D, respectively. C.2.a. Soil Impacts West Side of Site Various petroleum-related VOCs, (specifically benzene, ethylbenzene, naphthalene, toluene, 1,2,4- trimethylbenzene, 1,3,5-trimethylbenzene, and xylenes), and GRO were identified at concentrations greater than the SLVs or the MPCA Unregulated Fill Criteria in soil borings SB-5, SB-10, GP-2, and GP-3, located along the western portion of the Site, which is in the vicinity of the former salvage yard. These elevated petroleum-related constituents were detected at depths ranging from 5 to 10 feet bgs, within saturated soils. According to the 2023 GHD Phase II ESA, elevated PID readings (above typical background readings) corresponded to petroleum-related VOC concentrations exceeding SLVs in soil borings SB-5 and SB-10. In addition, elevated PID readings from soil borings GP-2 and GP-3, located in the same vicinity, confirmed the petroleum-related impacts from ground surface to depths up to 20 feet bgs. Petroleum- like odors were also reported in several borings completed on the western portion of the Site during the 2025 Geotechnical Evaluation. Holiday Parcel (East Side of Site) During the 2023 Phase II ESA, soil sample GP-11 was collected from within the former tank basin associated with the Holiday Station Store from within saturated soils (10 to 12.5 feet bgs) and had petroleum-related VOC detections exceeding SLVs and Commercial/Industrial SRVs (1,2,4- trimethylbenzene and xylenes). GRO and DRO were also detected at concentrations exceeding the MPCA Unregulated Fill Criteria. Corresponding PID readings from this soil boring ranged from 473.5 to 1,019 parts per million (ppm) from 10 feet bgs (the water table) to termination depth of the boring at 20 feet bgs. Petroleum-like odors were reported in one boring completed on the Holiday Parcel during the 2025 Geotechnical Evaluation. Residual soil impacts are assumed to remain associated with the Former Holiday Station. Page 266 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 12 Central Portion of Site During the 2025 Geotechnical Evaluation, petroleum-like odors were observed in multiple borings from depths just below ground surface up to 12 feet bgs throughout the Site. The 2024 RNAD/NADs issued for the Site by the MPCA indicated that the concentrations of metals in soil were within ambient background concentrations; as such, metal impacts are not considered to require management as regulated fill. In summary, indications of petroleum-related impacts to soil (i.e., odors and elevated PIDs) were identified throughout the Site from ground surface to depths up to 20 feet bgs. See Figure 4 for the contaminant-related observations and identified petroleum soil impacts. C.2.b. Groundwater Impacts The 2023 GHD Phase II ESA and 2023 Phase II ESA identified various dissolved metals at concentrations greater than the MDH DWC in groundwater samples collected from throughout the Site. The 2024 RNAD/NADs issued for the Site by MPCA indicated that manganese in groundwater was the only metal component of the Identified Release, and the other reported metal concentrations (although elevated) were not considered to be associated with a chemical release at the Site. Petroleum-related VOCs, (specifically benzene, naphthalene, 1,2,4-trimethylbenzene, 1,3,5- trimethylbenzene, and xylenes) have been reported at concentrations greater than the MDH DWC in groundwater samples collected from soil borings SB-5, SB-10, and GP-3, located along the western portion of the Site, and in the groundwater sample collected from GP-11, located within the former tank basin on the east side of the Site. See Figure 5 for the approximate extent of identified groundwater impacts. C.2.c. Soil Vapor Impacts The 2023 Phase II ESA, 2024 SVA, and 2024 Supplemental SVA included soil vapor samples collected from ten locations during the heating and non-heating seasons. The two seasonal rounds of soil vapor sampling did not identify VOC constituents at concentrations greater than the 33X Commercial/Industrial ISV standards. Methane was detected in one location (VP-3) during the non-heating season sampling event, at a concentration of 0.502%, which is slightly over the action level of 0.5%. Methane was not detected during the heating season sampling event above the laboratory reporting limit of 0.400%. Methane was not detected above laboratory reporting limits in any other soil vapor sample collected at the Site. As such, the one methane detection appears to be anomalous and not representative of a methane area of concern. Thus, a soil vapor intrusion area of concern (VIAOC) has not been identified at the Site and vapor mitigation does not appear warranted within the currently proposed building footprint. Page 267 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 13 C.2.d. Potential Debris Impacts According to the previously completed Phase I ESAs, prior to the construction of the Holiday Station Store, a residential building was located on the Site. The Boyer Trucks Parcel also was reported to have contained structures prior to the construction of the existing building. It is unknown if the demolition debris associated with the former buildings/structures was buried on the Site or hauled away for disposal. There is a potential that buried materials are present at the Site that may require management as solid or hazardous waste if encountered during redevelopment activities. C.3. Potential Receptors and Exposure Pathways The cleanup standards that are applicable to the Site and this RAP address the following potential exposure pathways: 1) direct human exposure to impacted soil and groundwater and 2) leaching from impacted soil that would result in impacts to underlying groundwater. Based on the soil vapor data collected to date and the proposed use of the Site for commercial purposes, the inhalation pathway to soil vapors does not appear to be an exposure pathway of concern. Based on the results of the investigations to date and the proposed redevelopment plans, the potential future contaminant exposure pathways and receptors include: . Direct contact with contaminated soil via the combined dermal, ingestion, and inhalation pathway. Soil will be excavated from the Site during redevelopment activities. The response actions are designed to minimize potential direct exposure to contaminated soil by establishing appropriate separation distances between potentially contaminated soil remaining in-place and potential receptors after redevelopment. . Leaching from impacted soil that would result in impacts to underlying groundwater. Leaching through impacted soil and/or into impacted groundwater that could result in groundwater being impacted and/or mobilized will be addressed by using the MPCA screening SLVs for redevelopment areas that will remain uncovered (green spaces) after development. Page 268 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 14 D. RAP Scope and Objective D.1. Response Action Objectives Implementation of this RAP/CCP is intended to achieve the following objectives: . Ensure that impacted soil and groundwater encountered during redevelopment is handled and managed in a manner consistent with current MPCA guidelines. . Provide a contingency plan to address environmental unknowns encountered during construction (see Section G). . Provide data and documentation to support future issuance of a RAP/CCP Implementation Report approval letter and No Further Action (NFA) letter from the MPCA following redevelopment of the Site. D.2. Response Action Overview The following environmental response actions will be completed at the Site to achieve the RAP objectives stated in Section C.1 above: . Pre-construction exploratory test pits within the existing Boyer Truck building footprint to evaluate the potential for impacted soils to be encountered during mass excavation associated with redevelopment. . Environmental monitoring during construction-related excavation activities that have the potential to encounter impacted soil, and related sampling/testing. . Excavation, segregation, and management of soils for potential on-Site or off-Site reuse or off-Site disposal at a permitted landfill, as appropriate. . Placement of backfill as needed to achieve final development grades and to establish appropriate clean soil separation distances of 2 feet beneath impervious surfaces, 4 feet beneath future green space/landscaped areas, and 2 feet within underground utility corridors between any remaining impacted soil and finished grades or utilities at the Site. The sources of backfill will include geotechnically suitable soils excavated from on-Site Page 269 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 15 and/or imported clean soil from a commercial pit or other development site (with appropriate documentation and/or sampling to demonstrate it is not impacted). . Dewatering and management of contaminated groundwater, as necessary to facilitate construction. . Implementation of CCP procedures (if required) during redevelopment to address unexpected environmental conditions. D.3. Cleanup and Reuse Criteria We understand the proposed redevelopment includes a City building consisting of a City Hall and Police Department with associated parking and amenities, and no living quarters for overnight use; therefore, the Commercial/Industrial SRVs, SLVs, and ISVs will be used to guide decisions regarding soil cleanup and reuse. The following soil cleanup and reuse criteria will be applied to this project: . Soil excavated during the course of construction activities which has contaminant concentrations greater than Commercial/Industrial SRVs will be removed and properly managed at a MPCA-approved permitted disposal facility. . If contamination must be left in place, soil within green space areas within the accessible zone (i.e., 0 to 4 feet bgs) will meet Commercial/Industrial SRVs and SLVs; impacted soil within the accessible zone in green space areas will have PID readings less than 10 ppm. . If contamination must be left in place beneath pavement and buildings, a 2-foot buffer of soil meeting Commercial/Industrial SRVs will be achieved. Impacted soil within 2 feet below pavements will have PID readings less than 200 ppm, and soil within 2 feet below floor slabs or within building backfill will have PID readings less than 10 ppm. . Excavated fill soil with intermixed debris may be reused on-Site provided the majority of the debris is separated from soil and the soil meets geotechnical requirements outlined in the 2025 Geotechnical Evaluation Report; otherwise, debris-laden soil will be disposed off-Site at a permitted facility. . Petroleum-impacted soil excavated for construction may be reused on-Site provided it meets the below-stated criteria and is geotechnically suitable in accordance with the 2025 Geotechnical Evaluation Report. Page 270 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 16 Thin-Spread beneath Paved Surfaces Green Space Areas . PID headspace readings less than 200 ppm. . PID headspace readings are less than 10 ppm. . Contaminant levels are less than the . Contaminant levels are less than Commercial/ Commercial/Industrial SRVs. Industrial SRVs and Screening SLVs. . Maximum thickness of 4 inches. Utility Corridors Beneath Buildings or Within Building Backfill . PID headspace readings are less than 10 ppm. . Contaminant levels are less than . Contaminant levels are less than Commercial/ Commercial/Industrial SRVs. Industrial SRVs. . PID readings are less than 10 ppm. Note: Detected metals are not considered "contaminants" since concentrations are reported as background in the April 3, 2024 MPCA RNAD/NADs for the Site. . Excavated soil containing potential asbestos-containing material (ACM) will not be reused on- or off-Site and will be disposed of at an appropriately permitted disposal facility. . Petroleum impacted soil encountered during the installation of underground utilities and exhibiting organic vapor readings at or greater than 10 ppm (using a PID) will be removed from the trench location and properly managed either on-Site for reuse or disposed of off- Site at a permitted disposal facility. If impacted soil is left in the utility trench sidewalls or bottom at or above 10 ppm, a 10-milimeter thick vapor barrier will be installed around the utility and backfill in the affected utility trench. D.4. Site Responsibilities and Coordination Developer (Property Owner) City of Rogers c/o Mr. Brett Angell 22350 S. Diamond Lake Rd Rogers, MN 55374 763.428.0915 General Contractor To Be Determined Excavation Contractor To Be Determined Page 271 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 17 Environmental Consultant Braun Intertec will coordinate with the General Contractor selected for the project regarding the construction schedule. Braun Intertec will conduct environmental monitoring and sampling on behalf of the Developer to help ensure that any impacted materials encountered as part of redevelopment activities are properly identified and managed. Braun Intertec will communicate with the MPCA and other interested parties as necessary regarding environmental monitoring results and any necessary environmental actions. Braun Intertec Corporation Kathryn L. Cleveland 11001 Hampshire Avenue South Bloomington, Minnesota 55438 Phone: 952.995.2489 Email: kcleveland@braunintertec.com Geotechnical Engineer Braun Intertec provided subsurface exploration and geotechnical review for the proposed building. Braun Intertec Corporation Daniel Leffler 11001 Hampshire Avenue South Bloomington, Minnesota 55438 Phone: 952.995.2354 Email: dleffler@braunintertec.com Minnesota Pollution Control Agency The project will be conducted through the MPCA VIC and PB Programs. The MPCA has authority over all environmental response actions and are responsible for all review and approval of environmental activities performed at the Site. BF Number: BF0002673 / BF0002675 MPCA PM: To Be Determined Minnesota Pollution Control Agency 520 Lafayette Road North Saint Paul, MN 55115-4194 Phone: 651.757.2697 MPCA Emergency (State Duty Officer) Phone: 651.649.5451 Page 272 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 18 E. Response Action Plan E.1. Soil Response Actions E.1.a. Overview The proposed redevelopment includes a building consisting of a City Hall and Police Department with associated parking and amenities. Proposed redevelopment plans are included in Appendix A. Access to the construction Site will be restricted and will be the responsibility of the general contractor. Various subsurface construction activities will be required as part of the project including a soil correction to improve subsurface soil conditions to support the planned use for the Site, excavation for the building foundation systems and underground parking, excavation and general site grading to achieve required Site elevations in green space and paved areas, and excavation for installation of new underground utilities. Braun Intertec Standard Operating Procedures are provided as Appendix G. E.1.b. Exploratory Test Pits Prior to the start of mass excavation, exploratory test pits are recommended to be completed within the footprint of the former Boyer Truck building. The purpose of the exploratory test pits will be to supplement existing data and further evaluate soils within areas that will require soil correction and/or excavation to facilitate redevelopment. If completed, the exploratory test pits will be conducted under environmental oversight and monitoring. E.1.c. Excavation of Impacted Soil Fill soils were encountered throughout the Site to depths ranging between 4 to 12 feet, averaging approximately 7 feet bgs. Geotechnical soil correction is required beneath the building foundation to depths of up to 12 feet bgs, and beneath pavements to a depth of 3 feet bgs. The fill soil generally consists of silty to clayey sand, sandy lean clay, or lean clay. Underlying the fill soils were apparent glacial native soils consisting of sandy lean clay with alternating silty sand layers, and an occasional silt or poorly graded sand layer. Based on the results of the previous investigations, fill soils located on the western portion of the Site (within the vicinity of the former salvage yard), in the vicinity of the existing Boyer Truck building, and throughout the Holiday Parcel are expected to be regulated soil (i.e., indications of petroleum-contaminated soil including observed odors, elevated PID readings, and analytical results with concentrations of VOCs above SRVs, SLVs, and/or GRO and/or DRO greater than 100 milligrams per kilogram [mg/kg]). Excavated regulated fill material will be managed in accordance with Section E.1.d below. The identified soil impacts are shown on Figure 4. Page 273 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 19 E.1.d. Soil Segregation and Disposition Excavated fill soil will be monitored (see Section E.2) and segregated as necessary for appropriate disposition. It is expected that some excavated soil will meet the MPCA definition of unregulated fill. Depending on the environmental monitoring results and geotechnical characteristics of the soil, disposition options are anticipated to include: 1) off-Site disposal at an industrial waste landfill permitted to accept the waste or 2) reuse on- or off-Site as backfill (per the cleanup and reuse criteria described in Section D.3). The impacted soil and fill soil that cannot be reused on-Site or off-Site as unregulated fill will be properly disposed of at a permitted facility. The cleanup and reuse criteria applied to this project are summarized in Section D.3 and environmental monitoring procedures are described in Section E.2. The following soil segregation and disposition methods/procedures will be implemented: . Pre-approval will be obtained from the selected disposal facility to allow direct transport of impacted soil when practical. Impacted material truckloads removed from the Site to a permitted disposal facility will be accompanied by a disposal manifest. . Impacted soil (i.e., soil exhibiting physical signs of impacts or containing contaminants at concentrations greater than Residential SRVs and/or SLVs) which is excavated and requires temporary on-Site storage, will be placed on and covered by 10-millimeter thick reinforced plastic sheeting and secured with clean soil or other suitable materials. If laboratory analysis of stockpiled soils is required, at least one stockpile sample will be collected per 500 cubic yards (CY). . Soil reused as backfill on-Site will meet appropriate environmental criteria (i.e., contaminant levels less than Commercial/Industrial SRVs and/or SLVs, and no visual or olfactory evidence of impacts) and applicable geotechnical requirements defined in the 2025 Geotechnical Evaluation Report. . Soil reused off-Site will meet the requirements of the MPCA Unregulated Fill Guidance. The MPCA will be notified of the specific disposal facilities and unregulated fill reuse site(s) used for the project once they have been determined. E.1.e. Utility Trenches During installation of underground utilities, if impacted soil with PID readings greater than 10 ppm is left in place within the base or sidewalls of utility trenches, a 10-millimeter thick vapor barrier will be Page 274 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 20 installed within the utility trench to surround the backfill and utility piping in the impacted area. Impacted soil encountered during the removal or abandonment of existing utilities will be managed in accordance with this RAP/CCP. The utility trenches will be backfilled per Section E.1.g. E.1.f. Green Space and Hardscape Areas The preliminary redevelopment plans include construction of various green space areas (i.e., turf and landscaped areas) and hardscape areas (i.e., concrete walkways, paved parking, and drive areas). Impacted soil, if encountered, will be excavated from the proposed green space or hardscape areas to a depth sufficient to accommodate the MPCA-required separation distances, as specified in Section D.3. These excavation areas will be backfilled per Section E.1.g. E.1.g. Soil Reuse and Backfilling Soil excavated for construction meeting the cleanup/reuse criteria specified in Section D.3 will be reused on-Site as backfill or exported for off-Site reuse as unregulated fill. If necessary, representative samples of the soil targeted for reuse will be collected prior to reuse and submitted for analytical testing for potential contaminants of concern. Additional clean fill soil (e.g., granular soil, topsoil, and general fill soil) will be imported as necessary for grading purposes and to backfill excavations. Imported fill sources will be documented and, if warranted, representative samples of the fill will be collected prior to import and submitted for analytical testing for any potential contaminants of concern. E.2. Environmental Monitoring, Sampling, and Testing Environmental monitoring will be conducted during significant excavation of fill soil activities to assist in identifying impacted and potentially impacted soil that requires segregating and off-Site disposition. Impacted soil will be segregated from adjacent materials using a combination of visual and/or olfactory observations, organic vapor screening (PID) results, and existing analytical testing results. E.2.a. Soil Screening During monitoring, the excavated soils will be observed continuously by the environmental technician, who will also possess asbestos inspector credentials, for visual and olfactory evidence of significant impacts (e.g., debris, staining or discoloration, or chemical odors). Direct olfactory evaluation of impacted soil is not recommended for safety reasons, but incidental observations will be noted and acted on. The technician will follow MPCA-approved headspace methodology using a PID equipped with a 10.6- electron-volt lamp to monitor soil for the presence of organic vapors. The headspace procedure is used Page 275 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 21 to field-screen organic vapor levels in soils. The procedure consists of half-filling a new quart-sized sealable bag with a soil sample. The bag is quickly closed, and headspace development is allowed to proceed for at least 10 minutes. The bag is shaken vigorously for 15 seconds, both at the beginning and the end of headspace development. After headspace development, the PID probe is inserted into the bag to one-half the headspace depth. The highest reading observed on the PID is then recorded. E.2.b. Soil Sampling and Analytical Testing Sampling and analytical testing will be performed as necessary during RAP implementation activities. The primary types of sampling and analytical testing include: . Characterization sampling and testing of soil targeted for disposal at a permitted facility (if required by the facility). . Characterization sampling and testing of soil targeted for reuse (if warranted). . Verification sampling/testing of imported clean fill materials, as warranted. . Documentation sampling and testing of potentially impacted soil left in place. Soil analytical data from the previous Site investigations will be used to obtain disposal facility approvals for the project. If required by the selected disposal facility, additional sampling and analytical testing will be completed. The analytical testing parameters will be determined by the selected disposal facility, but could include pH, flashpoint, PAHs, 8 RCRA metals, DRO, and related testing using Toxicity Characteristic Leaching Procedure (TCLP). If warranted, imported fill material needed for the redevelopment project will be sampled and tested to document the materials are clean and suitable for use at the Site. Available information regarding fill sources will be evaluated to determine appropriate sampling requirements and analytical testing parameters, and may include GRO, DRO, VOCs, PAHs, and 8 RCRA metals. Fill material imported to the Site will be free of debris, ACM, visual staining, and chemical odor, exhibit no organic vapors above background levels as measured by the PID, and contain contaminant concentrations of less than applicable MPCA SRVs, SLVs, and/or meet the MPCA unregulated fill criteria. Documentation soil sampling and testing will be conducted as warranted from locations where impacted soil was excavated for redevelopment to document potential concentrations of residual impacts remaining in place. Soil samples will be collected from the base and sidewalls of the impacted soil excavation areas in accordance with MPCA Risk Based Guidance Documents. The soil samples will be analyzed for specific parameters (i.e., VOCs, DRO, GRO and/or metals) of concern for the respective area. Page 276 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 22 In the areas where petroleum-impacts are identified, documentation samples will be collected for short- list petroleum VOCs and naphthalene, GRO, and DRO. Additional parameters may be added if warranted based on field conditions and any MPCA-specific requirements. E.2.c. Sample Labeling and Handling Sample containers will be labeled prior to being filled. Each label will indicate at a minimum: . Sample identification . Date/time of sample collection . Sampler’s initials . Required analyses . Type of preservative Labels will be completed in waterproof ink. Each sample collected will be given a unique sample identification code. The field sampler will be responsible for the care and custody of the samples until they are transferred or properly dispatched to the laboratory. The samples will be shipped via courier or hand delivered to the laboratory. During transfer of custody, a properly completed chain-of-custody form will accompany samples. E.2.d. Photographs The Braun Intertec environmental technician will take photographs to document observations, problems, and/or deficiencies, and work in progress during repose actions. The photographs for this project should include the following: . Pre-construction conditions . Excavation of soils . Stockpiling of soils . Unforeseen site conditions encountered during construction . Compaction and backfilling taking place in excavated areas . Grading operations . Dust and water control operations . Erosion control and storm water control procedures Page 277 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 23 E.3. Groundwater Management Groundwater at the Site was encountered at depths ranging from approximately 3.5 to 10 feet bgs. Groundwater is expected to be encountered during utility installation, soil corrections and building construction. Based on current redevelopment plans, dewatering will be required to complete the proposed construction activities. Braun Intertec will coordinate with the contractor to assess local groundwater conditions and develop a dewatering plan. Based on existing groundwater data, groundwater may not be discharged to surface waters or the sanitary sewer without appropriate permits and treatment. Groundwater removed or dewatered from the Site will not be allowed to run off or exit the Site. Groundwater that is dewatered will either be managed on-Site, and/or temporarily contained (in a vac truck, portable tank, or on-Site pit) and then either transported for disposal at an off-Site permitted facility or, if allowed, the water may be discharged under proper permits to the existing sanitary sewer system. Department of Natural Resources (DNR) appropriations permit for groundwater withdrawal, a National Pollutant Discharge Elimination System (NPDES) permit, a MPCA industrial groundwater pump out permit and/or Metropolitan Council Environmental Services (MCES) permits, as appropriate, shall be obtained. The discharge and/or treatment of groundwater, stormwater, or any other dewatering action will be managed in accordance with state, federal, and local agencies. Documentation related to the disposition of groundwater generated by construction dewatering will be included in the RAP Implementation Report. E.4. Soil Vapor Response Actions Based on the previous investigation results, a commercial/industrial VIAOC has not been identified at the Site and a vapor mitigation system is not warranted for the proposed Site building. F. Reporting Following completion of response actions for the redevelopment, a RAP Implementation Report will be prepared and submitted to the MPCA PB and VIC Program staff for review and approval. The RAP Implementation Report will include the following at a minimum: . Overview of the environmental response actions performed. Page 278 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 24 . Environmental monitoring procedures and results. . Documentation for final disposition of impacted soil (including manifests). . Documentation of imported fill sources and associated analytical testing results, if testing was needed. . Documentation/confirmation soil sampling results. . Descriptions and documentation related to any contingency actions (if any) completed during construction. . Photographic documentation of conducted response actions. G. Construction Contingency Plan The Construction Contingency Plan (CCP) outlined in this section will be implemented during redevelopment to address unexpected environmental conditions. Potential contingency events could include encountering previously unknown soil impacts; USTs, drums, debris, wells, oily substances, and/or suspect ACM. When the environmental consultant is not present on-Site, it will be the responsibility of the owner to inform site contractors that appropriate response actions may need to be implemented in accordance with this section. Specifically, if any unexpected condition is encountered, excavation activities in the immediate vicinity will cease and the environmental consultant will be notified. The environmental consultant, owner and site contractors will assess the situation and develop a plan of action. The following steps will be taken if a contingency event occurs: . The situation will be assessed by the environmental consultant to determine the nature of the issue and the potential risks involved. The MPCA staff assigned to the project will be notified of the potential issue, as appropriate. . Samples of the suspect impacted materials will be collected for laboratory analysis as appropriate. The analytical parameters will be selected based on the nature of the suspected impacts and input by the MPCA. Further actions will depend on the test results and discussions with MPCA staff. Page 279 of 422 City of Rogers Project B2308306.05 April 9, 2025 Page 25 . If suspect ACM are identified, samples of the suspect materials will be collected by a licensed asbestos inspector and tested for asbestos. The need for further actions (e.g., Emissions Control Plan) related to asbestos will be dependent upon the test results. . All findings will be incorporated into the RAP Implementation Report prepared for the Site. Contact information related to RAP implementation/construction contingencies is provided in Section D.4. H. Schedule It is currently anticipated that RAP implementation activities will commence with the start of redevelopment activities in 2026 and are expected to be completed within the year. The following general schedule for environmental activities is anticipated: . Pre-construction exploratory test pits will be completed after demolition of the existing building and prior to major excavation activities. . Pre-approval to dispose of impacted soil at a designated treatment/disposal facility will be obtained prior to excavation. . If encountered, excavated impacted/potentially impacted materials will be direct loaded and transported to the disposal facility the same day they are excavated or as soon as feasible. . Confirmation laboratory analytical results will be available within 8 to 10 working days after the sample is submitted to the laboratory. The RAP Implementation Report will be submitted to the MPCA approximately 6 weeks following completion of response actions. I. Standard of Care In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. Page 280 of 422 Figures Page 281 of 422F:\2023\B2308306_05\GIS\B2308306.05.aprx Approximate Site Boundary o 0 1,000 2,000 ' SCALE: 1" = 2,000' Source: USGS US Topo Map Project No: B2308306.05 City of Rogers Civic Campus Redevelopment Project Drawing No: Fig1_SiteLocation Site Location Map 21701 Industrial Boulevard, 13009, 13013 and 13017 Main Street Drawn By: SL 11001 Hampshire Avenue S Minneapolis, MN 55438 Date Drawn: 4/8/2025 952.995.2000 Checked By: KC Rogers, Minnesota Figure 1 braunintertec.com Last Modified: 4/8/2025 Page 282 of 422 HOLIDAY GAS STATION BP GAS STATION 11001 Hampshire Avenue S Minneapolis, MN 55438 952.995.2000 braunintertec.com IN DU ST RI AL BO U LE JOHN MILLESS DRIVE VA RD Parcel ID: 2312023240025 C R 8 Boyer Truck 1 Property BOYER TRUCKING FACILITY FORMER LOCATION OF PUMP ISLAND AND DISPENSORS JOHN DEERE LANE MAINTENANCE FLUID ASTS AND APPROXIMATE LOCATION OF OIL/WATER SEPARATOR IN MEZZANINE Parcel ID: Parcel ID: 2312023240023 2312023240026 Drawing Information Holiday Parcel Boyer Truck Project No: Property FORMER HOLIDAY B2308306.05 GASOLINE STATION Drawing No: FORMER LOCATION Fig2 Tabloid OF USTS Drawn By: SL Date Drawn: 3/25/2025 Checked By: KC Last Modified: 4/8/2025 APPROXIMATE Parcel ID: SITE BOUNDARY Project Information 2312023240004 City of Rogers Boyer Truck Civic Campus Property Redevelopment Project Parcel ID: 21701 Industrial 2312023240006 Boulevard, 13009, 13013 Boyer Truck Property and 13017 Main Street Parcel ID: Rogers, Minnesota 2312023240014 Residential Parcel RESIDENTIAL CR 150 o Site Layout Map 0 40 80 ' SCALE: 1" = 80' Figure 2 F:\2023\B2308306_05\GIS\B2308306.05.aprx Page 283 of 422 ProposedHOLIDAY Building GAS STATION BP GAS Proposed Parking Lot STATION Proposed Ramp 11001 Hampshire Avenue S " Soil Borings (GHD, 2023) Minneapolis, MN 55438 952.995.2000 !( Soil Boring (Braun Intertec, 2023) braunintertec.com IND US * T # RI Soil Vapor Probe (Braun Intertec, AL BO U 2024) Features approximated LE GP-1 V JOHN MILLESS DRIVE based on Wold & GHD AR (! ð Geotechnical Soil Boring (Braun D " "Site Diagram w/ Block Overlay" Intertec, 2025) "Site Map with Boring Locations" ST-10 "ð "SB-10 "SB-1 SB-5 VP-1 " * GP-2 # (! GP-9 * !( # Secure Police VP-6 Parking (52) ST-1 C SB-2 R "ð " 8 ST-9 1 "ð ST-2 Police BOYER TRUCKING ð SB-9 " * (! # GP-3 " FACILITY Ramp to LL ST-8 VP-9 SB-3 ð " JOHN DEERE LANE " * MAINTENANCE FLUID ASTS # City Hall VP-8 IN MEZZANINE, AND ST-6 ST-3 FORMER LOCATION OF APPROXIMATE LOCATION ð * # ð VP-5 PUMP ISLAND AND DISPENSORS OF OIL/WATER SEPARATOR " GP-8 " (! GP-10 (! SB-4 * VP-10# VP-2 GP-4 " * # (! ð ST-5 GP-12 " ST-7 ð * " VP-7# !( Drawing Information ST-11 GP-11 ð Project No: ST-13 ST-4 (! " B2308306.05 SB-8 ð ð " " " GP-7 Drawing No: (! FORMER LOCATION Fig3 Tabloid FORMER HOLIDAY OF USTS Drawn By: SL Date Drawn: 3/25/2025 GASOLINE STATION Checked By: KC * VP-4# SB-6 " Last Modified: 4/8/2025 APPROXIMATE Public SITE BOUNDARY Project Information Parking City of Rogers * VP-3# (92) Civic Campus Redevelopment Project SB-7 " GP-6 ST-12 (! 21701 Industrial "ð Boulevard, 13009, 13013 (! GP-5 and 13017 Main Street Rogers, Minnesota Investigation RESIDENTIAL CR 150 o Locations and Site Development 0 40 80 ' SCALE: 1" = 80' Figure 3 F:\2023\B2308306_05\GIS\B2308306.05.aprx Page 284 of 422 " GHDHOLIDAY Soil Borings (GHD, 2023) SB-10 GAS STATION (! Soil Boring (Braun Intertec, 2023) 12/7/2022 BP GAS * STATION # Depth 6-7.5' Soil Vapor Probe (Braun Intertec, ST-10 2024) 11001 Hampshire Avenue S Benzene 10.7 Minneapolis, MN 55438 12/6/2024 952.995.2000 Ethylbenzene 80.9 ð Geotechnical Soil Boring (Braun " braunintertec.com Toluene 33.3 Depth 0-12'IN Intertec, 2025) DU *Petroleum-like odor observedST Total Xylenes 391 RI AL BO SB-5 * Elevated PID readings U L NOTES GHD borings approximated GP-1 EV JOHN MILLESS DRIVE 12/7/2022 A based on GHD GP-2 (! RD Minnesota Pollution Control Agency (MPCA) SRVs Depth 5-10' ST-1 "Site Map with Boring Locations" 10/12/2023 updated February 2025 and SLVs updated June 2013. Benzene 4.2 12/6/2024 Depth 7.5-10' Analytical results are in milligrams per kilogram (mg/kg). Ethylbenzene 165 Depth 0-4' Benzene 2.77 Indicated depths are feet below ground surface. Total Xylenes 196 *Petroleum-like odor observed Ethylbenzene 24.0 ST-10 < = Not detected at or above the laboratory reporting limit * Elevated PID readings "ð Naphthalene 5.70 indicated. 1,2,4-Trimethylbenzene 46.5 SB-10 SB-1 [f] = DRO/GRO concentrations greater than 100 mg/kg " " ST-2 1,3,5-Trimethylbenzene 10.5 are not suitable for reuse as unregulated fill per February 12/6/2024 2012 MPCA guidance c-rem1-01. Total Xylenes 51.2 SB-5 VP-1 " Depth 0-1' * GRO 742 GP-2 # DRO = Diesel Range Organics (! *Petroleum-like odor observed GP-9 GRO = Gasoline Range Organics * Highest PID Reading 1,000 ppm !( # Depth 0-18' VP-6 mg/kg = Milligrams per kilogram *Petroleum-like odor and elevated PIDs ST-3 PID = Photoionization Detector observed 12/6/2024 SLV = Soil Leaching Value ST-1 C SRV = Soil Reference Value SB-2 Depth 1-7' R "ð " 8 *Petroleum-like odor observed 1 Exceeds SLV ST-9 ST-9 "ð Exceeds Commercial/Industrial SRV 12/6/2024 ST-2 [f] BOYER TRUCKING ð " Exceeds 100 mg/kg for DRO/GRO or 10 ppm for PID Depth 0-12' (! GP-3 "SB-9 FACILITY *Petroleum-like odor observed ST-8 SB-3 ð " GP-3 JOHN DEERE LANE " * MAINTENANCE FLUID ASTS VP-8# 10/12/2023 IN MEZZANINE, AND Depth 7.5-10' ST-6 ST-3 FORMER LOCATION OF APPROXIMATE LOCATION ð * # ð VP-5 PUMP ISLAND AND DISPENSORS Benzene 0.161 OF OIL/WATER SEPARATOR " GP-8 " (! GP-10 (! SB-4 * Highest PID Reading 32.6 ppm VP-10# GP-11 VP-2 GP-4 " * # (! 10/12/2023 ð ST-5 GP-12 " ST-7 ð Depth 10-12.5' * " VP-7# !( Benzene 0.210 Drawing Information ST-7 ST-11 Ethylbenzene 58.3 12/6/2024 GP-11 ð Project No: ST-13 ST-4 (! " B2308306.05 SB-8 ð Naphthalene 33.3 Depth 1-4' ð " " " 1,2,4-Trimethylbenzene 231 *Petroleum-like odor observed GP-7 Drawing No: (! FORMER LOCATION 1,3,5-Trimethylbenzene 61.6 Fig4 Tabloid FORMER HOLIDAY OF USTS Total Xylenes 349 Drawn By: SL GRO 1,650 Date Drawn: 3/31/2025 GASOLINE STATION Checked By: KC * VP-4# DRO 337 SB-6 " Last Modified: 4/8/2025 APPROXIMATE Highest PID Reading 1,019 ppm Project Information SITE BOUNDARY Depth 17.5-20' City of Rogers * VP-3# Benzene 0.615 Civic Campus Ethylbenzene 8.72 Redevelopment Project SB-7 1,2,4-Trimethylbenzene 33.7 " GP-6 ST-12 (! 1,3,5-Trimethylbenzene 6.47 21701 Industrial "ð Total Xylenes 24.9 Boulevard, 13009, 13013 and 13017 Main Street (! GP-5 GRO 1,200 ST-12 Highest PID Reading 712.0 ppm 12/6/2024 Depth 0.5-7' Rogers, Minnesota *Petroleum-like odor observed RESIDENTIAL CR 150 Identified Soil o Impacts 0 40 80 ' SCALE: 1" = 80' Figure 4 F:\2023\B2308306_05\GIS\B2308306.05.aprx Page 285 of 422 " GHDHOLIDAY Soil Borings (GHD, 2023) GAS STATION BP GAS (! Soil Boring (Braun Intertec, 2023) * STATION # Soil Vapor Probe (Braun Intertec, 2024) 11001 Hampshire Avenue S Minneapolis, MN 55438 952.995.2000 ð Geotechnical Soil Boring (Braun " braunintertec.com IN Intertec, 2025) DU ST RI AL Estimated extent of petroleum BO U VOC concentrations greater than GP-1 LE JOHN MILLESS DRIVE GHD borings approximated VA HRLs (! RD based on GHD "Site Map with Boring Locations" Estimated extent of manganese concentrations greater than HRLs are Site-wide. ST-10 "ð VOC: Volatile Organic Compound "SB-10 "SB-1 HRL: Health Risk Limit, promulgated by Minnesota Department of Health SB-5 VP-1 " Note: Groundwater impacts are assumed * GP-2 # (! GP-9 to extend to the property boundary. * !( # VP-6 ST-1 C SB-2 R "ð " 8 ST-9 1 "ð ST-2 BOYER TRUCKING ð " (! GP-3 "SB-9 FACILITY ST-8 SB-3 ð " JOHN DEERE LANE " * MAINTENANCE FLUID ASTS VP-8# IN MEZZANINE, AND ST-6 ST-3 FORMER LOCATION OF APPROXIMATE LOCATION ð * # ð VP-5 PUMP ISLAND AND DISPENSORS OF OIL/WATER SEPARATOR " GP-8 " (! GP-10 (! SB-4 * VP-10# VP-2 GP-4 " * # (! ð ST-5 GP-12 " ST-7 ð * " VP-7# !( Drawing Information ST-11 GP-11 ð Project No: ST-13 ST-4 (! " B2308306.05 SB-8 ð ð " " " GP-7 Drawing No: (! FORMER LOCATION Fig5 Tabloid FORMER HOLIDAY OF USTS Drawn By: SL Date Drawn: 3/31/2025 GASOLINE STATION Checked By: KC * VP-4# SB-6 " Last Modified: 4/8/2025 APPROXIMATE SITE BOUNDARY Project Information City of Rogers * VP-3# Civic Campus Redevelopment Project SB-7 " GP-6 ST-12 (! 21701 Industrial "ð Boulevard, 13009, 13013 (! GP-5 and 13017 Main Street Rogers, Minnesota Approximate RESIDENTIAL CR 150 Extent o of Groundwater 0 40 80 ' Impacts SCALE: 1" = 80' Figure 5 F:\2023\B2308306_05\GIS\B2308306.05.aprx Page 286 of 422 Appendix A Proposed Site Redevelopment Plan Page 287 of 422 SECURE POLICE PARKING (52) Page 288 of 422 C:\Users\JMedeiros\Wold11/12/2024 8:54:22 PM Architects and Engineers\GO Hall.rte 1 SITE DIAGRAM W/ BLOCK OVERLAY R 1" = 100'-0" A M P V-MN-CITY-Rogers - XXXXXX - New Police and City Hal T O L L 0 l SD\02_Arch\Rogers Police and City 75' PARKING (92) PUBLIC 150' PLAZA CITY OF ROGERS New Police & City Hall November 13, 2024 SITE DIAGRAM W/ BLOCKS SD07 Comm No: 9999 Appendix B 2023 GHD Phase II ESA Figures and Tables Page 289 of 422 Figures 12601285-RPT-1 | Phase II Environmental Site Assessment Report 4 Page 290 of 422 SITE © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS Source: USGS QUADRANGLE MAP; ROGERS, MINNESOTA, 2022 TRANSWEST AND BOYER TRUCKS Project No. 12599601 N 21701 INDUSTRIAL BOULEVARD Date January 2023 0.0 2000.000000 ROGERS, MINNESOTA 0 1000 2000 ft 01 SITE LOCATION FIGURE 1 Filename: N:\US\Detroit\Projects\563\12599601\Digital_Design\EN\ACAD\Sheets\RPT-001\12599601-GHD-00-00-RPT-EN-D101_DE-001.dwg Plot Date: 06 January 2023 10:37 AM Page 291 of 422 INDUSTRIALINDUSTRIALINDUSTRIALINDUSTRIALINDUSTRIAL BOULEVARD BOULEVARDBOULEVARDBOULEVARDBOULEVARD SB-10SB-10 SB-1SB-1 SB-5SB-5 SB-2SB-2 SB-9SB-9 SITESITE SB-3SB-3 SB-4SB-4 INDUSTRIALINDUSTRIALINDUSTRIALINDUSTRIALINDUSTRIAL BOULEVARD BOULEVARD BOULEVARDBOULEVARDBOULEVARD SB-8SB-8 JOHNJOHNJOHNJOHN DEERE DEEREDEEREDEERE LANE LANELANELANE SB-6SB-6 SB-7SB-7 MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET TRANSWEST AND BOYER TRUCKS Project No. 12599601 N LEGEND 21701 INDUSTRIAL BOULEVARD Date January 2023 0.0 120.000004 ROGERS, MINNESOTA APPROXIMATE PROPERTY BOUNDARY 0 60 120 ft 08 SB-1 APPROXIMATE BORING LOCATION Coordinate System: STATE PLANE SITE MAP WITH MN-NAD83 BORING LOCATIONS FIGURE 2 Filename: N:\US\Detroit\Projects\563\12599601\Digital_Design\EN\ACAD\Sheets\RPT-001\12599601-GHD-00-00-RPT-EN-D102_DE-001.dwg Source: Microsoft Product Screen Shot(s) Reprinted with permission from Microsoft Corporation, Accessed: 2022 Plot Date: 06 January 2023 11:12 AM Page 292 of 422 SB-1 11/29/2022 SB-2 12/07/2022 SB-10 12/07/2022 (23-24) ft SB-3 12/07/2022 (3-5) ft (6-7.5) ft mg/kg (3-5) ft INDUSTRIALINDUSTRIALINDUSTRIALINDUSTRIALINDUSTRIAL BOULEVARD BOULEVARDBOULEVARDBOULEVARDBOULEVARD mg/kg mg/kg VOCs mg/kg VOCs VOCs Benzene 0.0351 U a VOCs Benzene 0.0351 U a Benzene 10.7 a Ethylbenzene 0.0351 U Benzene 0.0327 U a Ethylbenzene 0.0852 J Ethylbenzene 80.9 a Toluene 0.0351 U Ethylbenzene 0.0331 J Toluene 0.0351 U Toluene 33.3 a Xylenes (total) 0.0589 U Toluene 0.138 Xylenes (total) 0.423 Xylenes (total) 391 a SB-1SB-1 Xylenes (total) 0.144 J SB-10SB-10 SB-5SB-5 SB-4 11/29/2022 SB-5 12/07/2022 (6.5-7.5) ft (5-10) ft mg/kg mg/kg SB-2SB-2 VOCs VOCs Benzene 0.0337 U a Benzene 4.22 a SB-9SB-9 Ethylbenzene 0.0337 U Ethylbenzene 165 a Toluene 0.0337 U SITESITE SB-3SB-3 Toluene 0.852 J Xylenes (total) 0.0567 U Xylenes (total) 196 a SB-4SB-4 SB-4SB-4 INDUSTRIALINDUSTRIALINDUSTRIALINDUSTRIAL BOULEVARD BOULEVARDBOULEVARDBOULEVARD INDUSTRIALINDUSTRIALINDUSTRIALINDUSTRIALSB-6 BOULEVARD BOULEVARDBOULEVARDBOULEVARD 11/29/2022 SB-9 12/07/2022 (16.5-17.5) ft (12-13.5) ft mg/kg mg/kg SB-8SB-8 VOCs VOCs JOHNJOHNJOHNJOHN DEERE DEEREDEEREDEERE LANE LANELANELANE Benzene 0.0307 U a Benzene 0.0307 U a Ethylbenzene 0.0307 U Ethylbenzene 0.0307 U SB-6SB-6 Toluene 0.0307 U Toluene 0.0307 U Xylenes (total) 0.0516 U Xylenes (total) 0.0515 U SB-7SB-7 SB-8 11/29/2022 SB-7 12/07/2022 (2.5-3.5) ft (6.5-7.5) ft mg/kg mg/kg VOCs VOCs Benzene 0.0319 U a Benzene 0.0381 U a Ethylbenzene 0.0319 U Ethylbenzene 0.0381 U MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET Toluene 0.0319 U Toluene 0.0381 U Xylenes (total) 0.0535 U Xylenes (total) 0.0641 U TRANSWEST AND BOYER TRUCKS Project No. 12599601 N LEGEND 21701 INDUSTRIAL BOULEVARD Date January 2023 0.0 120.000004 ROGERS, MINNESOTA APPROXIMATE PROPERTY BOUNDARY 0 60 120 ft 08 SB-1 APPROXIMATE BORING LOCATION Coordinate System: STATE PLANE PETROLEUM HYDROCARBON MN-NAD83 SOIL SAMPLE DATA MAP FIGURE 3 Filename: N:\US\Detroit\Projects\563\12599601\Digital_Design\EN\ACAD\Sheets\RPT-001\12599601-GHD-00-00-RPT-EN-D103_DE-001.dwg Source: Microsoft Product Screen Shot(s) Reprinted with permission from Microsoft Corporation, Accessed: 2022 Plot Date: 06 January 2023 12:33 PM Page 293 of 422 SB-1 11/29/2022 SB-2 12/07/2022 (23-24) ft SB-10 12/07/2022 (3-5) ft mg/kg (6-7.5) ft INDUSTRIALINDUSTRIALINDUSTRIALINDUSTRIALINDUSTRIAL BOULEVARD BOULEVARDBOULEVARDBOULEVARDBOULEVARD mg/kg Metals mg/kg Metals Manganese 1690 a Metals Manganese 567 a Vanadium 33.5 a Manganese 211 a Vanadium 44.8 a Vanadium 8.00 J a SB-10SB-10 SB-3 12/07/2022 SB-1SB-1 SB-5 12/07/2022 (3-5) ft SB-5SB-5 (5-10) ft SB-5SB-5 mg/kg mg/kg Metals Metals Manganese 367 a Manganese 450 a Vanadium 45.1 a SB-2SB-2 Vanadium 17.0 a SB-4 11/29/2022 SB-9SB-9 SB-9SB-9 (6.5-7.5) ft SB-9 12/07/2022 SITESITE SB-3SB-3 mg/kg (12-13.5) ft Metals mg/kg Manganese 935 a SB-4SB-4 INDUSTRIAL BOULEVARD Metals VanadiumINDUSTRIALINDUSTRIALINDUSTRIALINDUSTRIALINDUSTRIAL BOULEVARD BOULEVARD BOULEVARDBOULEVARDBOULEVARD40.7 a Manganese 388 a Vanadium 34.9 a SB-8SB-8 JOHNJOHNJOHNJOHN DEERE DEEREDEEREDEERE LANE LANELANELANE SB-6 11/29/2022 SB-8 11/29/2022 (16.5-17.5) ft mg/kg (2.5-3.5) ft SB-6SB-6 mg/kg Metals Metals Manganese 458 a SB-7SB-7 Manganese 424 a Vanadium 35.1 a Vanadium 26.2 a SB-7 12/07/2022 (6.5-7.5) ft mg/kg Metals MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET Manganese 1130 a Vanadium 40.7 a TRANSWEST AND BOYER TRUCKS Project No. 12599601 N LEGEND 21701 INDUSTRIAL BOULEVARD Date January 2023 0.0 120.000004 ROGERS, MINNESOTA APPROXIMATE PROPERTY BOUNDARY 0 60 120 ft 08 SB-1 APPROXIMATE BORING LOCATION Coordinate System: STATE PLANE MN-NAD83 METALS SOIL SAMPLE DATA MAP FIGURE 4 Filename: N:\US\Detroit\Projects\563\12599601\Digital_Design\EN\ACAD\Sheets\RPT-001\12599601-GHD-00-00-RPT-EN-D104_DE-001.dwg Source: Microsoft Product Screen Shot(s) Reprinted with permission from Microsoft Corporation, Accessed: 2022 Plot Date: 06 January 2023 12:38 PM Page 294 of 422 SB-10 12/07/2022 ug/L VOCs INDUSTRIALINDUSTRIALINDUSTRIALINDUSTRIALINDUSTRIAL BOULEVARD BOULEVARDBOULEVARDBOULEVARDBOULEVARD 1,2-Dichloroethane 0.390 U SB-2 12/07/2022 Benzene 366 {a} ug/L Ethylbenzene 312 {a} VOCs Toluene 15.8 1,2-Dichloroethane 0.390 U Benzene 0.220 U SB-10SB-10 SB-1SB-1 Ethylbenzene 0.415 J Toluene 0.430 U SB-5SB-5 SB-5 12/07/2022 ug/L SB-3 12/07/2022 SB-2SB-2 VOCs SB-2SB-2 ug/L 1,2-Dichloroethane 43.5 {a} VOCs Benzene 314 {a} 1,2-Dichloroethane 0.390 U SB-9SB-9 Ethylbenzene 1380 {a} Benzene 0.220 U Toluene 23.7 SITESITE SB-3SB-3 Ethylbenzene 0.310 U Toluene 0.430 U SB-4SB-4 INDUSTRIALINDUSTRIALINDUSTRIALINDUSTRIALINDUSTRIAL BOULEVARD BOULEVARD BOULEVARDBOULEVARDBOULEVARD SB-9 12/07/2022 ug/L SB-8SB-8 VOCs JOHNJOHNJOHNJOHN DEERE DEEREDEEREDEERE LANE LANELANELANE 1,2-Dichloroethane 0.390 U Benzene 0.220 U SB-6SB-6 Ethylbenzene 0.310 U Toluene 0.430 U SB-7SB-7 SB-7SB-7 SB-6 11/29/2022 SB-8 11/29/2022 ug/L ug/L VOCs VOCs 1,2-Dichloroethane 1.95 U 1,2-Dichloroethane 1.95 U Benzene 1.10 U Benzene 1.10 U MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET Ethylbenzene 1.55 U Ethylbenzene 1.55 U Toluene 2.15 U Toluene 2.15 U TRANSWEST AND BOYER TRUCKS Project No. 12599601 N LEGEND 21701 INDUSTRIAL BOULEVARD Date January 2023 0.0 120.000004 ROGERS, MINNESOTA APPROXIMATE PROPERTY BOUNDARY 0 60 120 ft 08 SB-1 APPROXIMATE BORING LOCATION Coordinate System: STATE PLANE PETROLEUM HYDROCARBON MN-NAD83 GROUNDWATER SAMPLE DATA MAP FIGURE 5 Filename: N:\US\Detroit\Projects\563\12599601\Digital_Design\EN\ACAD\Sheets\RPT-001\12599601-GHD-00-00-RPT-EN-D105_DE-001.dwg Source: Microsoft Product Screen Shot(s) Reprinted with permission from Microsoft Corporation, Accessed: 2022 Plot Date: 11 January 2023 4:26 PM Page 295 of 422 SB-5 12/07/2022 ug/L INDUSTRIALINDUSTRIALINDUSTRIALINDUSTRIAL BOULEVARDBOULEVARDBOULEVARDBOULEVARD SB-10 12/07/2022 INDUSTRIAL BOULEVARD Metals ug/L Aluminum (dissolved) 100 U Metals Chromium (dissolved) 6.00 U Aluminum (dissolved) 100 U Cobalt (dissolved) 7.55 SB-2 12/07/2022 Chromium (dissolved) 6.00 U Manganese (dissolved) 3300 {a} ug/L Cobalt (dissolved) 7.51 Metals SB-10SB-10 Nickel (dissolved) 15.0 U Manganese (dissolved) 3450 {a} SB-1SB-1 Vanadium (dissolved) 12.0 U Aluminum (dissolved) 100 U Nickel (dissolved) 15.0 U Chromium (dissolved) 6.00 U Vanadium (dissolved) 12.0 U SB-5SB-5 Cobalt (dissolved) 12.8 Manganese (dissolved) 3150 {a} Nickel (dissolved) 34.9 J SB-2SB-2 Vanadium (dissolved) 12.0 U SB-9SB-9 SB-9 12/07/2022 SITESITE SB-3SB-3 ug/L SITESITE SB-3 12/07/2022 Metals ug/L Aluminum (dissolved) 100 U SB-4SB-4 Metals INDUSTRIALINDUSTRIALINDUSTRIALINDUSTRIALINDUSTRIAL BOULEVARD BOULEVARD BOULEVARDBOULEVARDBOULEVARD Chromium (dissolved) 6.00 U Aluminum (dissolved) 100 U Cobalt (dissolved) 16.0 Chromium (dissolved) 6.00 U Manganese (dissolved) 8960 {a} Cobalt (dissolved) 6.95 J Nickel (dissolved) 38.2 J SB-8SB-8 Manganese (dissolved) 1010 {a} JOHNJOHNJOHN DEERE DEEREDEERE LANELANE LANELANE Vanadium (dissolved) 12.0 U JOHN DEERE LANE Nickel (dissolved) 23.9 J Vanadium (dissolved) 12.0 U SB-6SB-6 SB-6 11/29/2022 SB-8 11/29/2022 ug/L SB-7SB-7 ug/L Metals Metals Aluminum (dissolved) 500 U Aluminum (dissolved) 100 U Chromium (dissolved) 30.0 U Chromium (dissolved) 6.00 U Cobalt (dissolved) 25.0 U Cobalt (dissolved) 5.00 U Manganese (dissolved) 463 {a} MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET Manganese (dissolved) 774 {a} MAIN STREET MAIN STREET MAIN STREET Nickel (dissolved) 75.0 U Nickel (dissolved) 17.8 J Vanadium (dissolved) 60.0 U Vanadium (dissolved) 12.0 U TRANSWEST AND BOYER TRUCKS Project No. 12599601 N LEGEND 21701 INDUSTRIAL BOULEVARD Date January 2023 0.0 120.000004 ROGERS, MINNESOTA APPROXIMATE PROPERTY BOUNDARY 0 60 120 ft 08 SB-1 APPROXIMATE BORING LOCATION Coordinate System: STATE PLANE DISSOLVED METALS GROUNDWATER MN-NAD83 SAMPLE DATA MAP FIGURE 6 Filename: N:\US\Detroit\Projects\563\12599601\Digital_Design\EN\ACAD\Sheets\RPT-001\12599601-GHD-00-00-RPT-EN-D106_DE-001.dwg Source: Microsoft Product Screen Shot(s) Reprinted with permission from Microsoft Corporation, Accessed: 2022 Plot Date: 12 January 2023 2:21 PM Page 296 of 422 Tables 12601285-RPT-1 | Phase II Environmental Site Assessment Report 5 Page 297 of 422 TABLE 1 Page 1 of 2 SOIL SAMPLE ANALYTICAL SUMMARY VOLATILE AND SEMI‐VOLATILE ORGANIC COMPOUNDS 21710 INDUSTRIAL BOULEVARD ROGERS MINNESOTA Site 12599601 12599601 12599601 12599601 12599601 12599601 12599601 12599601 12599601 12599601 Sample Location Screenin Soil Leaching Values (SLVs) SB-1 SB-4 SB-6 SB-8 SB-9 SB-10 SB-2 SB-3 SB-7 SB-5 Sample Identification S-221129-BD-04 S-221129-BD-03 S-221129-BD-01 S-221129-BD-02 S-221207-BD-05 S-221207-BD-06 S-221207-BD-07 S-221207-BD-08 S-221207-BD-09 S-221207-BD-10 Sample Date a 11/29/2022 11/29/2022 11/29/2022 11/29/2022 12/07/2022 12/07/2022 12/07/2022 12/07/2022 12/07/2022 12/07/2022 Sample Depth (23-24) ft (6.5-7.5) ft (16.5-17.5) ft (2.5-3.5) ft (12-13.5) ft (6-7.5) ft (3-5) ft (3-5) ft (6.5-7.5) ft (5-10) ft Parameters Units Total Petroleum Hydrocarbons (TPH) Total Petroleum Hydrocarbons (C10-C28) DRO mg/kg 3.23 U 3.8 U 3.35 U 7.42 3.28 U 107 4.25 J 5.7 J 3.52 U 53.3 Total Petroleum Hydrocarbons (C6-C10) GRO mg/kg 6.24 U 5.60 U 5.31 U 5.91 U 5.30 U 1510 5.81 U 5.82 U 6.49 U 3980 Semi-Volatile Organic Compounds (SVOCs) 1,2,4-Trichlorobenzene mg/kg 0.23 0.0875 U 0.0936 U 0.088 U 0.0845 U ------ 1,2-Dichlorobenzene mg/kg 11 0.0774 U 0.0828 U 0.0778 U 0.0748 U ------ 1,2-Diphenylhydrazine mg/kg 0.0842 U 0.09 U 0.0846 U 0.0813 U ------ 1,3-Dichlorobenzene mg/kg 10 0.0819 U 0.0876 U 0.0823 U 0.0791 U ------ 1,4-Dichlorobenzene mg/kg 0.17 0.0718 U 0.0768 U 0.0722 U 0.0694 U ------ 2,4,6-Trichlorophenol mg/kg 0.42 0.0942 U 0.101 U 0.0947 U 0.091 U ------ 2,4-Dichlorophenol mg/kg 0.15 0.101 U 0.108 U 0.102 U 0.0975 U ------ 2,4-Dimethylphenol mg/kg 2.2 0.092 U 0.0984 U 0.0925 U 0.0889 U ------ 2,4-Dinitrophenol mg/kg 0.02 0.213 U 0.228 U 0.214 U 0.206 U ------ 2,4-Dinitrotoluene mg/kg 0.013 0.0864 U 0.0924 U 0.0868 U 0.0834 U ------ 2,6-Dinitrotoluene mg/kg 0.013 0.0965 U 0.103 U 0.097 U 0.0932 U ------ 2-Chloronaphthalene mg/kg 0.0842 U 0.09 U 0.0846 U 0.0813 U ------ 2-Chlorophenol mg/kg 0.52 0.0965 U 0.103 U 0.097 U 0.0932 U ------ 2-Nitrophenol mg/kg 0.0931 U 0.0996 U 0.0936 U 0.0899 U ------ 3,3'-Dichlorobenzidine mg/kg 0.1 0.18 U 0.192 U 0.18 U 0.173 U ------ 4,6-Dinitro-2-methylphenol mg/kg 0.191 U 0.204 U 0.192 U 0.184 U ------ 4-Bromophenyl phenyl ether mg/kg 0.107 U 0.114 U 0.107 U 0.103 U ------ 4-Chloro-3-methylphenol mg/kg 0.0954 U 0.102 U 0.0959 U 0.0921 U ------ 4-Chlorophenyl phenyl ether mg/kg 0.0942 U 0.101 U 0.0947 U 0.091 U ------ 4-Nitrophenol mg/kg 0.0785 U 0.084 U 0.079 U 0.0759 U ------ Acenaphthene mg/kg 81 0.0864 U 0.0924 U 0.0868 U 0.0834 U ------ Acenaphthylene mg/kg 0.0785 U 0.084 U 0.079 U 0.0759 U ------ Anthracene mg/kg 1300 0.0886 U 0.0948 U 0.0891 U 0.0856 U ------ Benzo(a)anthracene mg/kg 0.0898 U 0.096 U 0.0902 U 0.0867 U ------ Benzo(a)pyrene mg/kg 1.4 0.11 U 0.118 U 0.111 U 0.106 U ------ Benzo(b)fluoranthene mg/kg 0.0864 U 0.0924 U 0.0868 U 0.0834 U ------ Benzo(g,h,i)perylene mg/kg 0.104 U 0.112 U 0.105 U 0.101 U ------ Benzo(k)fluoranthene mg/kg 0.0976 U 0.104 U 0.0981 U 0.0943 U ------ bis(2-Chloroethoxy)methane mg/kg 0.0763 U 0.0816 U 0.0767 U 0.0737 U ------ bis(2-Chloroethyl)ether mg/kg 0.00099 0.0718 U 0.0768 U 0.0722 U 0.0694 U ------ bis(2-Ethylhexyl)phthalate (DEHP) mg/kg 29 0.112 U 0.12 U 0.113 U 0.108 U ------ Butyl benzylphthalate (BBP) mg/kg 29 0.123 U 0.132 U 0.124 U 0.119 U ------ Chrysene mg/kg 0.0942 U 0.101 U 0.0947 U 0.091 U ------ Dibenz(a,h)anthracene mg/kg 0.0819 U 0.0876 U 0.0823 U 0.0791 U ------ Diethyl phthalate mg/kg 37 0.105 U 0.113 U 0.106 U 0.102 U ------ Dimethyl phthalate mg/kg 230 0.0898 U 0.096 U 0.0902 U 0.261 ------ Di-n-butylphthalate (DBP) mg/kg 34 0.11 U 0.118 U 0.111 U 0.106 U ------ Di-n-octyl phthalate (DnOP) mg/kg 0.123 U 0.132 U 0.124 U 0.119 U ------ Fluoranthene mg/kg 670 0.0819 U 0.0876 U 0.0823 U 0.0791 U ------ Fluorene mg/kg 110 0.0819 U 0.0876 U 0.0823 U 0.0791 U ------ Hexachlorobenzene mg/kg 0.0931 U 0.0996 U 0.0936 U 0.0899 U ------ Hexachlorobutadiene mg/kg 0.037 0.0808 U 0.0864 U 0.0812 U 0.078 U ------ Hexachlorocyclopentadiene mg/kg 3.1 0.0628 U 0.0672 U 0.0632 U 0.0607 U ------ Hexachloroethane mg/kg 0.01 0.0662 U 0.0708 U 0.0665 U 0.0639 U ------ Indeno(1,2,3-cd)pyrene mg/kg 0.0886 U 0.0948 U 0.0891 U 0.0856 U ------ Isophorone mg/kg 0.46 0.0909 U 0.0972 U 0.0914 U 0.0878 U ------ Naphthalene mg/kg 4.5 0.0842 U 0.09 U 0.0846 U 0.0813 U ------ Nitrobenzene mg/kg 0.0651 U 0.0696 U 0.0654 U 0.0629 U ------ N-Nitrosodimethylamine mg/kg 0.0942 U 0.101 U 0.0947 U 0.091 U ------ N-Nitrosodi-n-propylamine mg/kg 0.0808 U 0.0864 U 0.0812 U 0.078 U ------ N-Nitrosodiphenylamine mg/kg 7.5 0.0954 U 0.102 U 0.0959 U 0.0921 U ------ Pentachlorophenol mg/kg 0.023 0.168 U 0.18 U 0.169 U 0.163 U ------ Phenanthrene mg/kg 0.083 U 0.0888 U 0.0835 U 0.0802 U ------ Phenol mg/kg 38 0.0909 U 0.0972 U 0.0914 U 0.0878 U ------ Pyrene mg/kg 440 0.0931 U 0.0996 U 0.0936 U 0.0899 U ------ Volatile Organic Compounds (VOCs) 1,1,1-Trichloroethane mg/kg 56 0.0351 U 0.0337 U 0.0307 U 0.0319 U 0.0307 U 0.389 U 0.0351 U 0.0327 U 0.0381 U 0.314 U 1,1,2,2-Tetrachloroethane mg/kg 0.012 0.0498 U 0.0479 U 0.0437 U 0.0452 U 0.0436 U 0.553 U 0.0498 U 0.0465 U 0.0542 U 0.445 U 1,1,2-Trichloroethane mg/kg 0.014 0.0519 U 0.0499 U 0.0455 U 0.0472 U 0.0454 U 0.576 U 0.0519 U 0.0484 U 0.0564 U 0.464 U 1,1-Dichloroethane mg/kg 0.41 0.0351 U 0.0337 U 0.0307 U 0.0319 U 0.0307 U 0.389 U 0.0351 U 0.0327 U 0.0381 U 0.314 U 1,1-Dichloroethene mg/kg 1.4 0.0449 U 0.0432 U 0.0393 U 0.0408 U 0.0393 U 0.498 U 0.0449 U 0.0419 U 0.0488 U 0.401 U 1,2-Dichloroethane mg/kg 0.0038 0.0512 U 0.0492 U 0.0449 U 0.0465 U 0.0448 U 0.569 U 0.0512 U 0.0478 U 0.0557 U 0.458 U 12599601‐RPT 1 Tables 1‐6.xlsx ‐ 12/21/2022 Page 298 of 422 TABLE 1 Page 2 of 2 SOIL SAMPLE ANALYTICAL SUMMARY VOLATILE AND SEMI‐VOLATILE ORGANIC COMPOUNDS 21710 INDUSTRIAL BOULEVARD ROGERS MINNESOTA Site 12599601 12599601 12599601 12599601 12599601 12599601 12599601 12599601 12599601 12599601 Sample Location Screenin Soil Leaching Values (SLVs) SB-1 SB-4 SB-6 SB-8 SB-9 SB-10 SB-2 SB-3 SB-7 SB-5 Sample Identification S-221129-BD-04 S-221129-BD-03 S-221129-BD-01 S-221129-BD-02 S-221207-BD-05 S-221207-BD-06 S-221207-BD-07 S-221207-BD-08 S-221207-BD-09 S-221207-BD-10 Sample Date a 11/29/2022 11/29/2022 11/29/2022 11/29/2022 12/07/2022 12/07/2022 12/07/2022 12/07/2022 12/07/2022 12/07/2022 Sample Depth (23-24) ft (6.5-7.5) ft (16.5-17.5) ft (2.5-3.5) ft (12-13.5) ft (6-7.5) ft (3-5) ft (3-5) ft (6.5-7.5) ft (5-10) ft Parameters Units 1,2-Dichloroethene (total) mg/kg 0.0351 U 0.0337 U 0.0307 U 0.0319 U 0.0307 U 0.389 U 0.0351 U 0.0327 U 0.0381 U 0.314 U 1,2-Dichloropropane mg/kg 0.024 0.0379 U 0.0364 U 0.0332 U 0.0344 U 0.0331 U 0.421 U 0.0379 U 0.0353 U 0.0412 U 0.339 U 2-Butanone (Methyl ethyl ketone) (MEK) mg/kg 8.8 0.168 U 0.162 U 0.148 U 0.153 U 0.147 U 1.87 U 0.168 U 0.157 U 0.183 U 1.51 U 2-Hexanone mg/kg 0.0624 U 0.06 U 0.0547 U 0.0567 U 0.0546 U 0.693 U 0.0624 U 0.0582 U 0.0679 U 0.558 U 4-Methyl-2-pentanone (Methyl isobutyl ketone) (MIBK) mg/kg 0.76 0.04 U 0.0385 U 0.035 U 0.0363 U 0.035 U 0.444 U 0.04 U 0.0373 U 0.0435 U 0.357 U Acetone mg/kg 8.4 0.201 U 0.194 U 0.176 U 0.183 U 0.176 U 2.24 U 0.201 U 0.188 U 0.219 U 1.8 U Benzene mg/kg 0.017 0.0351 U 0.0337 U 0.0307 U 0.0319 U 0.0307 U 10.7a 0.0351 U 0.0327 U 0.0381 U 4.22a Bromodichloromethane mg/kg 0.021 0.0351 U 0.0337 U 0.0307 U 0.0319 U 0.0307 U 0.389 U 0.0351 U 0.0327 U 0.0381 U 0.314 U Bromoform mg/kg 0.13 0.0351 U 0.0337 U 0.0307 U 0.0319 U 0.0307 U 0.389 U 0.0351 U 0.0327 U 0.0381 U 0.314 U Bromomethane (Methyl bromide) mg/kg 0.036 0.351 U 0.337 U 0.307 U 0.319 U 0.307 U 3.89 U 0.351 U 0.327 U 0.381 U 3.14 U Carbon disulfide mg/kg 3.4 0.0351 U 0.0337 U 0.0307 U 0.0319 U 0.0307 U 0.389 U 0.0351 U 0.0327 U 0.0381 U 0.314 U Carbon tetrachloride mg/kg 0.0077 0.0484 U 0.0466 U 0.0424 U 0.044 U 0.0423 U 0.537 U 0.0484 U 0.0451 U 0.0526 U 0.433 U Chlorobenzene mg/kg 1.2 0.0351 U 0.0337 U 0.0307 U 0.0319 U 0.0307 U 0.389 U 0.0351 U 0.0327 U 0.0381 U 0.314 U Chloroethane mg/kg 0.0701 U 0.0675 U 0.0615 U 0.0637 U 0.0613 U 0.779 U 0.0701 U 0.0654 U 0.0763 U 0.627 U Chloroform (Trichloromethane) mg/kg 0.11 0.0351 U 0.0337 U 0.0307 U 0.0319 U 0.0307 U 0.389 U 0.0351 U 0.0327 U 0.0381 U 0.314 U Chloromethane (Methyl chloride) mg/kg 0.11 0.0435 U 0.0418 U 0.0381 U 0.0395 U 0.038 U 0.483 U 0.0435 U 0.0406 U 0.0473 U 0.389 U cis-1,3-Dichloropropene mg/kg 0.04 U 0.0385 U 0.035 U 0.0363 U 0.035 U 0.444 U 0.04 U 0.0373 U 0.0435 U 0.357 U Dibromochloromethane mg/kg 0.034 0.0512 U 0.0492 U 0.0449 U 0.0465 U 0.0448 U 0.569 U 0.0512 U 0.0478 U 0.0557 U 0.458 U Ethylbenzene mg/kg 1.0 0.0351 U 0.0337 U 0.0307 U 0.0319 U 0.0307 U 80.9a 0.0852 J 0.0331 J 0.0381 U 165a m&p-Xylenes mg/kg 0.0589 U 0.0567 U 0.0516 U 0.0535 U 0.0515 U 287 0.329 0.11 J 0.0641 U 195 Methylene chloride mg/kg 0.017 0.182 U 0.175 U 0.16 U 0.166 U 0.159 U 2.03 U 0.182 U 0.17 U 0.198 U 1.63 U o-Xylene mg/kg 0.0351 U 0.0337 U 0.0307 U 0.0319 U 0.0307 U 104 0.0935 J 0.0344 J 0.0381 U 1.25 Styrene mg/kg 2.0 0.0351 U 0.0337 U 0.0307 U 0.0319 U 0.0307 U 0.389 U 0.0351 U 0.0327 U 0.0381 U 0.314 U Tetrachloroethene mg/kg 0.042 0.047 U 0.0452 U 0.0412 U 0.0427 U 0.0411 U 0.522 U 0.047 U 0.0438 U 0.0511 U 0.42 U Toluene mg/kg 2.5 0.0351 U 0.0337 U 0.0307 U 0.0319 U 0.0307 U 33.3a 0.0351 U 0.138 0.0381 U 0.852 J trans-1,3-Dichloropropene mg/kg 0.0372 U 0.0358 U 0.0326 U 0.0338 U 0.0325 U 0.413 U 0.0372 U 0.0347 U 0.0404 U 0.332 U Trichloroethene mg/kg 0.0023 0.0351 U 0.0337 U 0.0307 U 0.0319 U 0.0307 U 0.389 U 0.0351 U 0.0327 U 0.0381 U 0.314 U Vinyl chloride mg/kg 0.0014 0.0351 U 0.0337 U 0.0307 U 0.0319 U 0.0307 U 0.389 U 0.0351 U 0.0327 U 0.0381 U 0.314 U Xylenes (total) mg/kg 5.4 0.0589 U 0.0567 U 0.0516 U 0.0535 U 0.0515 U 391a 0.423 0.144 J 0.0641 U 196a Notes: U - Not detected at the associated reporting limit. J - Estimated concentration. (1) - Minnesota Pollution Control Agency, Remediation Division, Screening Soil Leaching values (SLV), June 2013 12599601‐RPT 1 Tables 1‐6.xlsx ‐ 12/21/2022 Page 299 of 422 TABLE 2 GROUNDWATER SAMPLE ANALYTICAL SUMMARY METALS AND PCBs 21710 INDUSTRIAL BOULEVARD ROGERS MINNESOTA Site 12599601 12599601 12599601 12599601 12599601 12599601 12599601 12599601 12599601 12599601 Sample Location Screenin Soil Leaching Values (SLVs) SB-1 SB-4 SB-6 SB-8 SB-9 SB-10 SB-2 SB-3 SB-7 SB-5 Sample Identification S-221129-BD-04 S-221129-BD-03 S-221129-BD-01 S-221129-BD-02 S-221207-BD-05 S-221207-BD-06 S-221207-BD-07 S-221207-BD-08 S-221207-BD-09 S-221207-BD-10 Sample Date a 11/29/2022 11/29/2022 11/29/2022 11/29/2022 12/07/2022 12/07/2022 12/07/2022 12/07/2022 12/07/2022 12/07/2022 Sample Depth (23-24) ft (6.5-7.5) ft (16.5-17.5) ft (2.5-3.5) ft (12-13.5) ft (6-7.5) ft (3-5) ft (3-5) ft (6.5-7.5) ft (5-10) ft Parameters Units Metals Aluminum mg/kg 7570 11400 8100 6080 7580 1460 18800 15700 11200 3730 Antimony mg/kg 5.4 3.23 U 1.87 U 3.73 U 1.75 U 1.85 U 13.4 U 2.04 U 1.80 U 1.86 U 1.90 U Arsenic mg/kg 5.8 5.74 J 9.18a 5.29 J 4.36 3.57 J 15.5 U 4.82 4.51 7.62a 2.90 J Barium mg/kg 1700 206 142 103 79.7 88.2 8.06 178 145 159 47.8 Beryllium mg/kg 2.7 0.407 U 0.236 U 0.471 U 0.221 U 0.234 U 1.69 U 0.258 U 0.228 U 0.235 U 0.240 U Cadmium mg/kg 8.8 0.662 U 0.384 U 0.766 U 0.359 U 0.380 U 2.75 U 0.419 U 0.370 U 0.381 U 0.390 U Calcium mg/kg 48100 4060 48900 33000 41900 247000 5630 5110 3990 41000 Chromium mg/kg 14.7 20.2 15.3 11.3 16.5 2.33 U24.9 21.6 20.1 11.1 Cobalt mg/kg 27 9.16 8.68 5.14 4.79 8.07 3.72 J10.0 8.46 8.66 5.46 Copper mg/kg 700 12.2 17.7 12.1 8.49 13.9 4.31 U14.8 12.0 18.1 6.06 Iron mg/kg 13800 17500 13000 11500 12900 4620 24000 20100 19100 8030 Lead mg/kg 2700 5.50 J 10.2 5.89 J 4.94 5.51 13.4 U9.16 9.02 8.53 1.90 U Magnesium mg/kg 19200 3510 18600 11400 15900 156000 4580 3750 3760 16200 Manganese mg/kg 130 1690a 935a 458a 424a 388a 211a 567a 367a 1130a 450a Mercury mg/kg 3.3 0.0268 0.0392 0.0285 0.0198 0.0245 0.0220 J0.0449 0.0472 0.0273 0.00797 U Nickel mg/kg 180 30.2 29.4 20.6 14.0 18.9 9.67 J21.7 16.8 32.9 11.9 Potassium mg/kg 1550 1080 1430 1140 1500 889 1020 1010 1000 541 Selenium mg/kg 2.6 4.92 U 2.86 U 5.70 U 2.67 U 2.83 U 20.5 U 3.11 U 2.75 U 2.84 U 2.90 U Silver mg/kg 7.9 0.747 U 0.433 U 0.864 U 0.405 U 0.429 U 3.11 U 0.472 U 0.418 U 0.430 U 0.440 U Sodium mg/kg 203 420 295 329 181 524 J198 368 929 183 Thallium mg/kg 0.89 4.07 U 2.36 U 4.71 U 2.21 U 2.34 U 16.9 U 2.58 U 2.28 U 2.35 U 2.40 U Vanadium mg/kg 4.0 33.5a 40.7a 35.1a 26.2a 34.9a 8.00 Ja 44.8a 45.1a 40.7a 17.0a Zinc mg/kg 3000 50.6 52.9 44.6 32.5 50.8 14.8 U79.8 57.3 61.4 26.1 PCBs Aroclor-1016 (PCB-1016) mg/kg 0.00677 U 0.00722 U 0.00681 U 0.00653 U 0.00683 U 0.00749 U 0.00740 U 0.00671 U 0.00714 U 0.00661 U Aroclor-1221 (PCB-1221) mg/kg 0.00677 U 0.00722 U 0.00681 U 0.00653 U 0.00683 U 0.00749 U 0.00740 U 0.00671 U 0.00714 U 0.00661 U Aroclor-1232 (PCB-1232) mg/kg 0.00677 U 0.00722 U 0.00681 U 0.00653 U 0.00683 U 0.00749 U 0.00740 U 0.00671 U 0.00714 U 0.00661 U Aroclor-1242 (PCB-1242) mg/kg 0.00677 U 0.00722 U 0.00681 U 0.00653 U 0.00683 U 0.00749 U 0.00740 U 0.00671 U 0.00714 U 0.00661 U Aroclor-1248 (PCB-1248) mg/kg 0.00869 U 0.00927 U 0.00874 U 0.00838 U 0.00876 U 0.00961 U 0.00950 U 0.00862 U 0.00916 U 0.00849 U Aroclor-1254 (PCB-1254) mg/kg 0.00869 U 0.00927 U 0.00874 U 0.00838 U 0.00876 U 0.00961 U 0.00950 U 0.00862 U 0.00916 U 0.00849 U Aroclor-1260 (PCB-1260) mg/kg 0.00869 U 0.00927 U 0.00874 U 0.00838 U 0.00876 U 0.00961 U 0.00950 U 0.00862 U 0.00916 U 0.00849 U Aroclor-1268 (PCB-1268) mg/kg 0.00869 U 0.00927 U 0.00874 U 0.00838 U 0.00876 U 0.00961 U 0.00950 U 0.00862 U 0.00916 U 0.00849 U Total PCBs mg/kg 0.13 ND ND ND ND 12599601‐RPT 1 Tables 1‐6.xlsx ‐ 12/21/2022 Page 300 of 422 TABLE 3 SOIL SAMPLE ANALYTICAL SUMMARY PESTICIEDS 21710 INDUSTRIAL BOULEVARD ROGERS MINNESOTA Site 12599601 12599601 12599601 12599601 12599601 12599601 12599601 12599601 12599601 12599601 Sample Location Screenin Soil Leaching Values (SLVs) SB-1 SB-4 SB-6 SB-8 SB-9 SB-10 SB-2 SB-3 SB-7 SB-5 Sample Identification S-221129-BD-04 S-221129-BD-03 S-221129-BD-01 S-221129-BD-02 S-221207-BD-05 S-221207-BD-06 S-221207-BD-07 S-221207-BD-08 S-221207-BD-09 S-221207-BD-10 Sample Date a 11/29/2022 11/29/2022 11/29/2022 11/29/2022 12/07/2022 12/07/2022 12/07/2022 12/07/2022 12/07/2022 12/07/2022 Sample Depth (23-24) ft (6.5-7.5) ft (16.5-17.5) ft (2.5-3.5) ft (12-13.5) ft (6-7.5) ft (3-5) ft (3-5) ft (6.5-7.5) ft (5-10) ft Parameters Units Pesticides 4,4'-DDD mg/kg 0.000553 U 0.00059 U 0.000556 U 0.000605 J ------ 4,4'-DDE mg/kg 0.000531 U 0.000566 U 0.000533 U 0.000512 U ------ 4,4'-DDT mg/kg 0.000745 U 0.000794 U 0.000749 U 0.000718 U ------ Aldrin mg/kg 0.000553 U 0.00059 U 0.000556 U 0.000533 U ------ alpha-BHC mg/kg 0.000643 U 0.000686 U 0.000647 U 0.00062 U ------ beta-BHC mg/kg 0.000756 U 0.000806 U 0.00076 U 0.000729 U ------ Chlordane, technical mg/kg 0.00858 U 0.00915 U 0.00862 U 0.00827 U ------ delta-BHC mg/kg 0.00108 U 0.00116 U 0.00109 U 0.00104 U ------ Dieldrin mg/kg 0.000531 U 0.000566 U 0.000533 U 0.000512 U ------ Endosulfan I mg/kg 0.000553 U 0.00059 U 0.000556 U 0.000533 U ------ Endosulfan II mg/kg 0.000734 U 0.000782 U 0.000737 U 0.000708 U ------ Endosulfan sulfate mg/kg 0.000474 U 0.000506 U 0.000477 U 0.000457 U ------ Endrin mg/kg 0.000564 U 0.000602 U 0.000567 U 0.000544 U ------ Endrin aldehyde mg/kg 0.000632 U 0.000674 U 0.000635 U 0.00061 U ------ gamma-BHC (lindane) mg/kg 0.000485 U 0.000518 U 0.000488 U 0.000468 U ------ Heptachlor mg/kg 0.000497 U 0.00053 U 0.000499 U 0.000479 U ------ Heptachlor epoxide mg/kg 0.000519 U 0.000554 U 0.000522 U 0.000501 U ------ Methoxychlor mg/kg 0.00079 U 0.000843 U 0.000794 U 0.000762 U ------ Toxaphene mg/kg 0.0147 U 0.0156 U 0.0147 U 0.0142 U ------ 12599601‐RPT 1 Tables 1‐6.xlsx ‐ 12/21/2022 Page 301 of 422 TABLE 4 GROUNDWATER SAMPLE ANALYTICAL SUMMARY VOLATILE AND SEMI‐VOLATILE ORGANIC COMPOUNDS 21710 INDUSTRIAL BOULEVARD ROGERS MINNESOTA Site 12599601 12599601 12599601 12599601 12599601 12599601 12599601 Sample Location Cleanup Values Risk Evaluation SB-6 SB-8 SB-9 SB-10 SB-2 SB-3 SB-5 Sample Identification W-221129-BD-01 W-221129-BD-02 W-221207-BD-05 W-221207-BD-06 W-221207-BD-07 W-221207-BD-08 W-221207-BD-10 Sample Date a 11/29/2022 11/29/2022 12/7/2022 12/7/2022 12/7/2022 12/7/2022 12/7/2022 Parameters Units Total Petroleum Hydrocarbons (TPH) Total Petroleum Hydrocarbons (C10-C28) DRO ug/L 154 181 1070 1700 136 291 9420 Total Petroleum Hydrocarbons (C6-C10) GRO ug/L 150 U 150 U 30.0 U 4730 30.0 U 30.0 U 6720 Semi-Volatile Organic Compounds (SVOCs) 1,2,4-Trichlorobenzene ug/L 70 0.718 U 0.560 U 0.519 U 0.452 U 0.475 U 0.718 U 0.636 U 1,2-Dichlorobenzene ug/L 600 0.795 U 0.620 U 0.574 U 0.500 U 0.525 U 0.795 U 0.705 U 1,2-Diphenylhydrazine ug/L 0.962 U 0.750 U 0.694 U 0.605 U 0.636 U 0.962 U 0.852 U 1,3-Dichlorobenzene ug/L 600 0.821 U 0.640 U 0.593 U 0.516 U 0.542 U 0.821 U 0.727 U 1,4-Dichlorobenzene ug/L 10 0.821 U 0.640 U 0.593 U 0.516 U 0.542 U 0.821 U 0.727 U 2,4,6-Trichlorophenol ug/L 30 6.41 U 5.00 U 4.63 U 4.03 U 4.24 U 6.41 U 5.68 U 2,4-Dichlorophenol ug/L 20 1.09 U 0.850 U 0.787 U 0.685 U 0.720 U 1.09 U 0.966 U 2,4-Dimethylphenol ug/L 100 0.744 U 0.580 U 0.537 U 0.468 U 0.492 U 0.744 U 18.0 2,4-Dinitrophenol ug/L 10 16.7 U 13.0 U 12.0 U 10.5 U 11.0 U 16.7 U 14.8 U 2,4-Dinitrotoluene ug/L 0.5 8.21 U 6.40 U 5.93 U 5.16 U 5.42 U 8.21 U 7.27 U 2,6-Dinitrotoluene ug/L 0.5 0.667 U 0.520 U 0.481 U 0.419 U 0.441 U 0.667 U 0.591 U 2-Chloronaphthalene ug/L 0.821 U 0.640 U 0.593 U 0.516 U 0.542 U 0.821 U 0.727 U 2-Chlorophenol ug/L 30 0.692 U 0.540 U 0.500 U 0.435 U 0.458 U 0.692 U 0.614 U 2-Nitrophenol ug/L 200 8.72 U 6.80 U 6.30 U 5.48 U 5.76 U 8.72 U 7.73 U 3,3'-Dichlorobenzidine ug/L 0.8 1.79 U 1.40 U 1.30 U 1.13 U 1.19 U 1.79 U 1.59 U 4,6-Dinitro-2-methylphenol ug/L 8.85 U 6.90 U 6.39 U 5.56 U 5.85 U 8.85 U 7.84 U 4-Bromophenyl phenyl ether ug/L 0.897 U 0.700 U 0.648 U 0.565 U 0.593 U 0.897 U 0.795 U 4-Chloro-3-methylphenol ug/L 1.08 U 0.840 U 0.778 U 0.677 U 0.712 U 1.08 U 0.955 U 4-Chlorophenyl phenyl ether ug/L 0.885 U 0.690 U 0.639 U 0.556 U 0.585 U 0.885 U 0.784 U 4-Nitrophenol ug/L 60 9.74 U 7.60 U 7.04 U 6.13 U 6.44 U 9.74 U 8.64 U Acenaphthene ug/L 400 0.821 U 0.640 U 0.593 U 0.516 U 0.542 U 0.821 U 6.74 J Acenaphthylene ug/L 0.923 U 0.720 U 0.667 U 0.581 U 0.610 U 0.923 U 0.818 U Anthracene ug/L 2000 1.12 U 0.870 U 0.806 U 0.702 U 0.737 U 1.12 U 4.27 J Benzo(a)anthracene ug/L 1.09 U 0.850 U 0.787 U 0.685 U 0.720 U 1.09 U 0.966 U Benzo(a)pyrene ug/L 10.4 U 8.10 U 7.50 U 6.53 U 6.86 U 10.4 U 9.20 U Benzo(b)fluoranthene ug/L 6.28 U 4.90 U 4.54 U 3.95 U 4.15 U 6.28 U 5.57 U Benzo(g,h,i)perylene ug/L 8.08 U 6.30 U 5.83 U 5.08 U 5.34 U 8.08 U 7.16 U Benzo(k)fluoranthene ug/L 2.82 U 2.20 U 2.04 U 1.77 U 1.86 U 2.82 U 2.50 U bis(2-Chloroethoxy)methane ug/L 0.974 U 0.760 U 0.704 U 0.613 U 0.644 U 0.974 U 0.864 U bis(2-Chloroethyl)ether ug/L 0.3 1.05 U 0.820 U 0.759 U 0.661 U 0.695 U 1.05 U 0.932 U bis(2-Ethylhexyl)phthalate (DEHP) ug/L 6 7.05 U 5.50 U 5.09 U 4.44 U 4.66 U 7.05 U 6.25 U Butyl benzylphthalate (BBP) ug/L 100 6.92 U 5.40 U 5.00 U 4.35 U 4.58 U 6.92 U 6.14 U Chrysene ug/L 1.12 U 0.870 U 0.806 U 0.702 U 0.737 U 1.12 U 0.989 U Dibenz(a,h)anthracene ug/L 5.00 U 3.90 U 3.61 U 3.15 U 3.31 U 5.00 U 4.43 U Diethyl phthalate ug/L 6000 2.18 U 1.70 U 1.57 U 1.38 J 1.44 U 2.18 U 1.93 U Dimethyl phthalate ug/L 70000 1.28 U 1.00 U 0.926 U 0.806 U 0.847 U 1.28 U 1.14 U Di-n-butylphthalate (DBP) ug/L 700 7.18 U 5.60 U 5.19 U 4.52 U 4.75 U 7.18 U 6.36 U Di-n-octyl phthalate (DnOP) ug/L 8.97 U 7.00 U 6.48 U 5.65 U 6.28 J 8.97 U 7.95 U Fluoranthene ug/L 300 2.18 U 1.70 U 1.57 U 1.37 U 1.44 U 2.18 U 1.93 U Fluorene ug/L 300 1.01 U 0.790 U 0.731 U 0.637 U 0.669 U 1.01 U 9.12 J Hexachlorobenzene ug/L 0.2 0.897 U 0.700 U 0.648 U 0.565 U 0.593 U 0.897 U 0.795 U Hexachlorobutadiene ug/L 1 1.10 U 0.860 U 0.796 U 0.694 U 0.729 U 1.10 U 0.977 U Hexachlorocyclopentadiene ug/L 50 6.54 U 5.10 U 4.72 U 4.11 U 4.32 U 6.54 U 5.80 U Hexachloroethane ug/L 1 1.24 U 0.970 U 0.898 U 0.782 U 0.822 U 1.24 U 1.10 U Indeno(1,2,3-cd)pyrene ug/L 5.38 U 4.20 U 3.89 U 3.39 U 3.56 U 5.38 U 4.77 U 12599601‐RPT 1 Tables 1‐6.xlsx ‐ 12/21/2022 Page 302 of 422 TABLE 4 GROUNDWATER SAMPLE ANALYTICAL SUMMARY VOLATILE AND SEMI‐VOLATILE ORGANIC COMPOUNDS 21710 INDUSTRIAL BOULEVARD ROGERS MINNESOTA Site 12599601 12599601 12599601 12599601 12599601 12599601 12599601 Sample Location Cleanup Values Risk Evaluation SB-6 SB-8 SB-9 SB-10 SB-2 SB-3 SB-5 Sample Identification W-221129-BD-01 W-221129-BD-02 W-221207-BD-05 W-221207-BD-06 W-221207-BD-07 W-221207-BD-08 W-221207-BD-10 Sample Date a 11/29/2022 11/29/2022 12/7/2022 12/7/2022 12/7/2022 12/7/2022 12/7/2022 Parameters Units Isophorone ug/L 100 1.19 U 0.930 U 0.861 U 0.750 U 0.788 U 1.19 U 1.06 U Naphthalene ug/L 300 7.82 U 6.10 U 5.65 U 22.6 5.17 U 7.82 U 326a Nitrobenzene ug/L 1.03 U 0.800 U 0.741 U 0.645 U 0.678 U 1.03 U 0.909 U N-Nitrosodimethylamine ug/L 0.923 U 0.720 U 0.667 U 0.581 U 0.610 U 0.923 U 0.818 U N-Nitrosodi-n-propylamine ug/L 1.18 U 0.920 U 0.852 U 0.742 U 0.780 U 1.18 U 1.05 U N-Nitrosodiphenylamine ug/L 70 0.962 U 0.750 U 0.694 U 0.605 U 0.636 U 0.962 U 0.852 U Pentachlorophenol ug/L 1 12.3 U 9.60 U 8.89 U 7.74 U 8.14 U 12.3 U 10.9 U Phenanthrene ug/L 1.01 U 0.790 U 0.731 U 0.637 U 0.669 U 1.01 U 15.9 Phenol ug/L 4000 1.41 U 1.10 U 1.02 U 0.887 U 0.932 U 1.41 U 1.25 U Pyrene ug/L 200 1.01 U 0.790 U 0.731 U 0.637 U 0.669 U 1.01 U 2.40 J Volatile Organic Compounds (VOCs) 1,1,1-Trichloroethane ug/L 9000 0.950 U 0.950 U 0.190 U 0.190 U 0.190 U 0.190 U 0.190 U 1,1,2,2-Tetrachloroethane ug/L 2 2.35 U 2.35 U 0.470 U 0.470 U 0.470 U 0.470 U 0.470 U 1,1,2-Trichloroethane ug/L 3 2.25 U 2.25 U 0.450 U 0.450 U 0.450 U 0.450 U 0.450 U 1,1-Dichloroethane ug/L 100 1.10 U 1.10 U 0.220 U 0.220 U 0.220 U 0.220 U 0.220 U 1,1-Dichloroethene ug/L 200 2.80 U 2.80 U 0.560 U 0.560 U 0.560 U 0.560 U 0.560 U 1,2-Dichloroethane ug/L 4 1.95 U 1.95 U 0.390 U 0.390 U 0.390 U 0.390 U 43.5a 1,2-Dichloroethene (total) ug/L 1.35 U 1.35 U 0.270 U 0.270 U 0.270 U 0.270 U 0.270 U 1,2-Dichloropropane ug/L 5 1.35 U 1.35 U 0.270 U 0.270 U 0.270 U 0.270 U 0.270 U 2-Chloroethyl vinyl ether ug/L 8.50 U 8.50 U 1.70 U 1.70 U 1.70 U 1.70 U 1.70 U Acrolein ug/L 18.0 U 18.0 U 3.60 U 3.60 U 3.60 U 3.60 U 3.60 U Acrylonitrile ug/L 0.6 11.0 U 11.0 U 2.20 U 2.20 U 2.20 U 2.20 U 2.20 U Benzene ug/L 2 1.10 U 1.10 U 0.220 U 366a 0.220 U 0.220 U 314a Bromodichloromethane ug/L 6 1.95 U 1.95 U 0.390 U 0.390 U 0.390 U 0.390 U 0.390 U Bromoform ug/L 40 3.90 U 3.90 U 0.780 U 0.780 U 0.780 U 0.780 U 7.80 U Bromomethane (Methyl bromide) ug/L 10 5.50 U 5.50 U 1.10 U 1.10 U 1.10 U 1.10 U 1.10 U Carbon tetrachloride ug/L 1 3.25 U 3.25 U 0.650 U 0.650 U 0.650 U 0.650 U 0.650 U Chlorobenzene ug/L 100 2.00 U 2.00 U 0.400 U 0.400 U 0.400 U 0.400 U 0.400 U Chloroethane ug/L 3.95 U 3.95 U 0.790 U 0.790 U 0.790 U 0.790 U 0.790 U Chloroform (Trichloromethane) ug/L 30 6.50 U 6.50 U 1.30 U 1.30 U 1.30 U 1.30 U 1.30 U Chloromethane (Methyl chloride) ug/L 30 3.05 U 3.05 U 0.610 U 0.610 U 0.610 U 0.610 U 0.610 U cis-1,3-Dichloropropene ug/L 1.25 U 1.25 U 0.250 U 0.250 U 0.250 U 0.250 U 0.250 U Dibromochloromethane ug/L 10 3.75 U 3.75 U 0.750 U 0.750 U 0.750 U 0.750 U 0.750 U Ethylbenzene ug/L 50 1.55 U 1.55 U 0.310 U 312a 0.415 J 0.310 U 1380a Methylene chloride ug/L 5 8.50 U 8.50 U 1.70 U 1.70 U 1.70 U 1.70 U 1.70 U Tetrachloroethene ug/L 5 2.40 U 2.40 U 0.480 U 0.480 U 0.480 U 0.480 U 0.480 U Toluene ug/L 200 2.15 U 2.15 U 0.430 U 15.8 0.430 U 0.430 U 23.7 trans-1,3-Dichloropropene ug/L 2.80 U 2.80 U 0.560 U 0.560 U 0.560 U 0.560 U 0.560 U Trichloroethene ug/L 5 2.15 U 2.15 U 0.430 U 0.430 U 0.430 U 0.430 U 0.430 U Vinyl chloride ug/L 0.2 0.900 U 0.900 U 0.180 U 0.180 U 0.180 U 0.180 U 0.180 U Notes: U - Not detected at the associated reporting limit. J - Estimated concentration. (1) - Minnesota Pollution Control Agency, Remediation Division, Screening Soil Leaching values (SLV), June 2013 12599601‐RPT 1 Tables 1‐6.xlsx ‐ 12/21/2022 Page 303 of 422 TABLE 5 GROUNDWATER SAMPLE ANALYTICAL SUMMARY METALS AND PCBs 21710 INDUSTRIAL BOULEVARD ROGERS MINNESOTA Site 12599601 12599601 12599601 12599601 12599601 12599601 12599601 Sample Location Cleanup Values Risk Evaluation SB-6 SB-8 SB-9 SB-10 SB-2 SB-3 SB-5 Sample Identification W-221129-BD-01 W-221129-BD-02 W-221207-BD-05 W-221207-BD-06 W-221207-BD-07 W-221207-BD-08 W-221207-BD-10 Sample Date a 11/29/2022 11/29/2022 12/7/2022 12/7/2022 12/7/2022 12/7/2022 12/7/2022 Parameters Units Metals a a a a a Aluminum ug/L 50 4020a 2790a 30400 17300 8180 60400 219000 Aluminum (dissolved) ug/L 50 500 U 100 U 100 U 100 U 100 U 100 U 100 U Antimony ug/L 6 76.0 U 38.0 U 38.0 U 38.0 U 38.0 U 38.0 U 38.0 U Antimony (dissolved) ug/L 6 190 U 38.0 U 38.0 U 38.0 U 38.0 U 38.0 U 38.0 U Arsenic ug/L 10 86.0 U 43.0 U 43.0 U 43.0 U 43.0 U 116a 169a Arsenic (dissolved) ug/L 10 215 U 43.0 U 43.0 U 43.0 U 43.0 U 43.0 U 43.0 U Barium ug/L 2000 1910 1200 943 1620 599 1450 3710a Barium (dissolved) ug/L 2000 442 227 408 1160 448 533 525 Beryllium ug/L 0.08 9.40 U 4.70 U 4.70 U 4.70 U 4.70 U 4.70 U 4.70 U Beryllium (dissolved) ug/L 0.08 23.5 U 4.70 U 4.70 U 4.70 U 4.70 U 4.70 U 4.70 U Cadmium ug/L 4 15.6 U 7.80 U 7.80 U 7.80 U 7.80 U 7.80 U 7.80 U Cadmium (dissolved) ug/L 4 39.0 U 7.80 U 7.80 U 7.80 U 7.80 U 7.80 U 7.80 U Calcium ug/L 1120000 845000 358000 181000 291000 721000 724000 Calcium (dissolved)ug/L 211000 144000 157000 101000 255000 294000 141000 Chromium ug/L 100 12.0 U 6.84 J 55.8 29.8 17.9 J 129a 663a Chromium (dissolved) ug/L 100 30.0 U 6.00 U 6.00 U 6.00 U 6.00 U 6.00 U 6.00 U a a a Cobalt ug/L 30 13.2 J 32.0a 46.1 19.0 20.3 51.7 224 Cobalt (dissolved) ug/L 30 25.0 U 5.00 U 16.0 7.51 12.8 6.95 J 7.55 Copper ug/L 1000 18.2 U 13.2 J 87.9 52.8 15.0 J 191 690 Copper (dissolved) ug/L 1000 45.5 U 9.10 U 9.10 U 9.10 U 9.10 U 9.10 U 9.10 U a a a a a Iron ug/L 300 2470a 2380a 58600 29700 15600 174000 421000 Iron (dissolved) ug/L 300 1050 U 210 U 1040a 869a 210 U 210 U 1600a Lead ug/L 48.0 U 24.0 U 27.7 J 24.0 U 24.0 U 84.0 J 333 Lead (dissolved) ug/L 120 U 24.0 U 24.0 U 24.0 U 24.0 U 24.0 U 24.0 U Magnesium ug/L 232000 113000 138000 60400 94800 176000 250000 Magnesium (dissolved)ug/L 87900 46100 55000 32300 81100 84500 43100 a a a a a Manganese ug/L 300 3960a 4710a 13700 7220 3840 4540 26700 a a a a a Manganese (dissolved) ug/L 300 463a 774a 8960 3450 3150 1010 3300 Mercury ug/L 2 0.11 U 0.11 U 0.327 0.11 U 0.11 U 0.871 0.865 Mercury (dissolved) ug/L 2 0.11 U 0.11 U 0.11 U 0.11 U 0.11 U 0.11 U 0.11 U Nickel ug/L 100 66.1 J 89.8 138a 60.3 58.0 206a 600a Nickel (dissolved) ug/L 100 75.0 U 17.8 J 38.2 J 15.0 U 34.9 J 23.9 J 15.0 U Potassium ug/L 3280 6610 7070 6180 10400 13200 34700 Potassium (dissolved)ug/L 2220 J 4440 1500 1920 8020 3750 6460 Selenium ug/L 30 84.0 U 42.0 U 42.0 U 42.0 U 42.0 U 42.0 U 42.0 U Selenium (dissolved) ug/L 30 210 U 42.0 U 42.0 U 42.0 U 42.0 U 42.0 U 42.0 U Silver ug/L 30 17.4 U 8.70 U 8.70 U 8.70 U 8.70 U 8.70 U 8.70 U Silver (dissolved) ug/L 30 43.5 U 8.70 U 8.70 U 8.70 U 8.70 U 8.70 U 8.70 U Sodium ug/L 158000 108000 105000 28100 162000 341000 33500 Sodium (dissolved) ug/L 143000 102000 98700 26800 164000 351000 23700 Thallium ug/L 0.6 86.0 U 43.0 U 43.0 U 43.0 U 43.0 U 43.0 U 43.0 U Thallium (dissolved) ug/L 0.6 215 U 43.0 U 43.0 U 43.0 U 43.0 U 43.0 U 43.0 U Vanadium ug/L 50 24.0 U 12.0 U 139a 80.9a 36.7 J 314a 751a Vanadium (dissolved) ug/L 50 60.0 U 12.0 U 12.0 U 12.0 U 12.0 U 12.0 U 12.0 U Zinc ug/L 2000 44.0 U 29.8 J 229 142 59.9 728 2300a 12599601‐RPT 1 Tables 1‐6.xlsx ‐ 12/21/2022 Page 304 of 422 TABLE 5 GROUNDWATER SAMPLE ANALYTICAL SUMMARY METALS AND PCBs 21710 INDUSTRIAL BOULEVARD ROGERS MINNESOTA Site 12599601 12599601 12599601 12599601 12599601 12599601 12599601 Sample Location Cleanup Values Risk Evaluation SB-6 SB-8 SB-9 SB-10 SB-2 SB-3 SB-5 Sample Identification W-221129-BD-01 W-221129-BD-02 W-221207-BD-05 W-221207-BD-06 W-221207-BD-07 W-221207-BD-08 W-221207-BD-10 Sample Date a 11/29/2022 11/29/2022 12/7/2022 12/7/2022 12/7/2022 12/7/2022 12/7/2022 Parameters Units Zinc (dissolved) ug/L 2000 110 U 22.0 U 22.0 U 22.0 U 22.0 U 22.0 U 22.0 U PCBs Aroclor-1016 (PCB-1016) ug/L 0.170 U 0.170 U 0.170 U 0.144 U 0.149 U 0.157 U 0.173 U Aroclor-1221 (PCB-1221) ug/L 0.170 U 0.170 U 0.170 U 0.144 U 0.149 U 0.157 U 0.173 U Aroclor-1232 (PCB-1232) ug/L 0.170 U 0.170 U 0.170 U 0.144 U 0.149 U 0.157 U 0.173 U Aroclor-1242 (PCB-1242) ug/L 0.170 U 0.170 U 0.170 U 0.144 U 0.149 U 0.157 U 0.173 U Aroclor-1248 (PCB-1248) ug/L 0.110 U 0.110 U 0.110 U 0.0932 U 0.0965 U 0.102 U 0.112 U Aroclor-1254 (PCB-1254) ug/L 0.110 U 0.110 U 0.110 U 0.0932 U 0.0965 U 0.102 U 0.112 U Aroclor-1260 (PCB-1260) ug/L 0.110 U 0.110 U 0.110 U 0.0932 U 0.0965 U 0.102 U 0.112 U Aroclor-1268 (PCB-1268) ug/L 0.110 U 0.110 U 0.110 U 0.0932 U 0.0965 U 0.102 U 0.112 U Total PCBs ug/L 0.04 ND ND ----- 12599601‐RPT 1 Tables 1‐6.xlsx ‐ 12/21/2022 Page 305 of 422 TABLE 6 GROUNDWATER SAMPLE ANALYTICAL SUMMARY PESTICIEDS 21710 INDUSTRIAL BOULEVARD ROGERS MINNESOTA Site 12599601 12599601 Sample Location Cleanup Values Risk Evaluation SB-6 SB-8 Sample Identification W-221129-BD-01 W-221129-BD-02 Sample Date a 11/29/2022 11/29/2022 Parameters Units Pesticides 4,4'-DDD ug/L 1 0.0270 U 0.0270 U 4,4'-DDE ug/L 1 0.0270 U 0.0270 U 4,4'-DDT ug/L 1 0.0420 U 0.0420 U Aldrin ug/L 0.02 0.0320 U 0.0320 U alpha-BHC ug/L 0.06 0.0290 U 0.0290 U beta-BHC ug/L 0.2 0.0370 U 0.0370 U Chlordane, technical ug/L 0.810 U 0.810 U delta-BHC ug/L 0.0270 U 0.0270 U Dieldrin ug/L 0.006 0.0260 U 0.0260 U Endosulfan I ug/L 0.0330 U 0.0330 U Endosulfan II ug/L 0.0290 U 0.0290 U Endosulfan sulfate ug/L 0.0300 U 0.0300 U Endrin ug/L 2 0.0260 U 0.0260 U Endrin aldehyde ug/L 0.0290 U 0.0290 U gamma-BHC (lindane) ug/L 0.2 0.0360 U 0.0360 U Heptachlor ug/L 0.08 0.0330 U 0.0330 U Heptachlor epoxide ug/L 0.04 0.0290 U 0.0290 U Methoxychlor ug/L 40 0.0410 U 0.0410 U Toxaphene ug/L 0.3 0.690 U 0.690 U 12599601‐RPT 1 Tables 1‐6.xlsx ‐ 12/21/2022 Page 306 of 422 Appendix C 2023 Braun Intertec Phase II ESA Figures, Tables, and Boring Logs Page 307 of 422 Figures Page 308 of 422F:\2023\B2308306\GIS\B2308306.aprx Approximate Site Location o 0 1,000 2,000 ' SCALE: 1" = 2,000' Source: USGS US Topo Map Project No: B2308306 Rogers Redevelopment Drawing No: Fig1_SiteLocation Site Location Map 21701 Industrial Boulevard, 13013 Main Street, and 13017 Main Street Drawn By: ZS 11001 Hampshire Avenue S Minneapolis, MN 55438 Date Drawn: 9/14/2023 952.995.2000 Checked By: KLC Rogers, Minnesota Figure 1 braunintertec.com Last Modified: 11/1/2023 Page 309 of 422F:\2023\B2308306\GIS\B2308306.aprx HOLIDAY BP GAS GAS STATION STATION Rogers Memorial Dr ")81 BOYER TRUCKING FACILITY FORMER LOCATION OF FORMER WASTE MAINTENANCE FLUID PUMP ISLAND AND DISPENSORS OIL AST ASTS IN MEZZANINE WITH STAINED CONCRETE ! ! POLE-MOUNTED Industrial Blvd PAD-MOUNTED TRANSFORMER TRANSFORMER ! FORMER HOLIDAY FORMER LOCATION GASOLINE STATION OF USTS John Deere La ")150 APPROXIMATE SITE BOUNDARY RESIDENTIAL Main St Main St o 0 60 120' SCALE: 1" = 120' Image Source: Google Earth Imagery Project No: B2308306 Rogers Redevelopment Drawing No: Fig2_SiteLayout Site Layout 21701 Industrial Boulevard, 13013 Main Street, and 13017 Main Street Drawn By: ZS 11001 Hampshire Avenue S Minneapolis, MN 55438 Date Drawn: 9/14/2023 952.995.2000 Checked By: KLC Rogers, Minnesota Figure 2 braunintertec.com Last Modified: 11/1/2023 Page 310 of 422F:\2023\B2308306\GIS\B2308306.aprx BP GAS STATION (! GP-1 * GP-2 VP-1# !( GP-9 * !( # VP-6 GP-3 BOYER TRUCKING (! FACILITY MAINTENANCE FLUID * ASTS IN MEZZANINE VP-8# * VP-5# GP-8 (! GP-10(! GP-4 * VP-2 # (!! FORMER LOCATION OF PUMP ISLAND AND DISPENSORS * FORMER WASTE OIL AST ! VP-7# !( GP-12 WITH STAINED CONCRETE PAD-MOUNTED GP-11 TRANSFORMER POLE-MOUNTED (! ! FORMER LOCATION GP-7 TRANSFORMER (! OF USTS FORMER HOLIDAY * GASOLINE STATION VP-4# * VP-3# (!GP-6 (!GP-5 APPROXIMATE SITE BOUNDARY RESIDENTIAL (! Soil Boring * # Soil Vapor Probe o Approximate Site Boundary 0 50 100 ' SCALE: 1" = 100' Source: Google Earth Imagery Project No: B2308306 Rogers Redevelopment Investigation Drawing No: Fig3_InvLocations Location 21701 Industrial Boulevard, 13013 Main Street, and 13017 Main Street Sketch Drawn By: ZS 11001 Hampshire Avenue S Minneapolis, MN 55438 Date Drawn: 9/14/2023 952.995.2000 Checked By: KLC Rogers, Minnesota Figure 3 braunintertec.com Last Modified: 11/1/2023 Page 311 of 422 * # Soil Vapor Probe GP-2 GP-1 GP-9 GP-8 GP-10 (! Soil Boring Depth 2.5-5' Depth 7.5-10' Depth 2.5-5' Depth 2.5-5' Depth 2.5-5' Benzene <0.258 Approximate Site Boundary Benzene 2.77 Benzene <0.0293 Benzene <0.0304 Benzene <0.0285 Ethylbenzene 24.0 Ethylbenzene <0.0644 Ethylbenzene <0.0732 Ethylbenzene <0.0760 Ethylbenzene <0.0712 11001 Hampshire Avenue S Naphthalene 5.70 Naphthalene <0.0118 Naphthalene <0.293 Minneapolis, MN 55438 Naphthalene <0.304 Naphthalene <0.285 952.995.2000 Toluene 0.768 Toluene <0.0644 Toluene <0.0732 Toluene <0.0760 Toluene <0.0712 braunintertec.com 1,2,3-Trimethylbenzene <0.0644 1,2,3-Trimethylbenzene 46.50 1,2,3-Trimethylbenzene <0.0732 1,2,3-Trimethylbenzene <0.0760 1,2,3-Trimethylbenzene <0.0712 1,3,5-Trimethylbenzene <0.0732 1,3,5-Trimethylbenzene 10.50 1,3,5-Trimethylbenzene <0.0644 1,3,5-Trimethylbenzene <0.0760 1,3,5-Trimethylbenzene <0.0712 Xylenes <0.193 Xylenes <0.220 Xylenes 51.2 Xylenes <0.228 Xylenes <0.214 GRO <14.5 GRO <14.0 GRO 742 GRO <13.1 GRO <14.6 DRO <8.6 DRO <9.2 DRO <8.3 DRO <6.1 DRO <9.6 Depth 17.5-20' Benzene <0.0235 Ethylbenzene <0.0586 (! Naphthalene 0.0275 GP-1 Toluene <0.0586 1,2,3-Trimethylbenzene <0.0586 1,3,5-Trimethylbenzene <0.0586 Xylenes <0.0235 GRO <13.4 DRO <7.0 * (!GP-2 VP-1# GP-9 GP-12 * (! # Depth 0.5-2.5' VP-6 Benzene <0.0216 Ethylbenzene <0.0539 Naphthalene <0.216 Toluene <0.0539 GP-3 (! 1,2,3-Trimethylbenzene <0.0539 1,3,5-Trimethylbenzene <0.0539 Xylenes <0.162 * VP-8# GRO <11.2 GP-3 DRO <8.3 * VP-5# Depth 7.5-10' (!GP-8 GP-10 Benzene 0.161 (! GP-4 * Ethylbenzene <0.0760 VP-2 # (! Naphthalene <0.304 * VP-7# (! Toluene <0.0760 GP-12 GP-11 Drawing Information 1,2,3-Trimethylbenzene <0.0760 (! 1,3,5-Trimethylbenzene <0.0760 Project No: GP-7 B2308306 Xylenes <0.228 (! GRO <16.1 Drawing No: Fig4a_Soil_Analytical_Petro DRO <10.5 * VP-4# Drawn By: ZS Drawn Drawn: 11/1/2023 GP-4 GP-7 Checked By: KLC * VP-3# GP-11 o Last Modified: 11/1/2023 Depth 1-3' Depth 2-4' Depth 10-12.5' Benzene <0.0216 Benzene <0.0227 0 50 100 Project Information Benzene 0.210 Ethylbenzene <0.0540 Ethylbenzene <0.0568 GP-6 Feet (! Ethylbenzene 58.3 Naphthalene <0.216 Naphthalene <0.227 GP-5 1" = 100 Feet Rogers Redevelopment (! Naphthalene 33.3 Toluene <0.0540 Toluene <0.0568 Toluene 7.16 1,2,3-Trimethylbenzene <0.0540 1,2,3-Trimethylbenzene <0.0568 1,2,3-Trimethylbenzene 231 21701 Industrial Blvd, 1,3,5-Trimethylbenzene <0.0540 1,3,5-Trimethylbenzene <0.0568 GP-6 1,3,5-Trimethylbenzene 61.6 13013 Main St, and Xylenes <0.162 Xylenes <0.170 13017 Main St Depth 2.5-5' Xylenes 349 GRO <11.6 GRO <13.7 GP-5 Benzene <0.0143 GRO 1,650 DRO <9.1 DRO <5.5 Depth 0.5-2.5' Ethylbenzene <0.0359 DRO 337 NOTES Benzene <0.0303 Rogers, Minnesota Naphthalene <0.143 Depth 17.5-20' Minnesota Pollution Control Agency (MPCA) SRVs updated March Ethylbenzene <0.0757 Toluene <0.0359 Benzene 0.615 2023 and SLVs updated June 2013. Naphthalene 0.0201 1,2,3-Trimethylbenzene <0.0359 Ethylbenzene 8.72 Analytical results are in milligrams per kilogram (mg/kg). Toluene <0.0757 1,3,5-Trimethylbenzene <0.0359 Naphthalene 3.24 Indicated depths are feet below ground surface. 1,2,3-Trimethylbenzene <0.0757 Xylenes <0.108 Toluene <0.0581 < = Not detected at or above the laboratory reporting limit indicated. 1,3,5-Trimethylbenzene <0.0757 Soil Analytical GRO <11.2 1,2,3-Trimethylbenzene 33.7 DRO = Diesel Range Organics Xylenes <0.227 Results - DRO <4.5 1,3,5-Trimethylbenzene 6.47 GRO = Gasoline Range Organics GRO <14.5 Petroleum Xylenes 24.9 SLV = Soil Leaching Value DRO <10.4 Regulatory GRO 1,200 SRV =Soil Reference Value DRO 35.8 Exceedances Exceeds Residential/Recreational SRV Exceeds SLV Figure 4a Exceeds 100 mg/kg for DRO/GRO Source: Google Earth Imagery F:\2023\B2308306\GIS\B2308306.aprx Page 312 of 422F:\2023\B2308306\GIS\B2308306.aprx GP-1 Depth 2.5-5' GP-2 GP-9 Arsenic 6.1 Depth 7.5-10' Depth 2.5-5' Manganese 574 Arsenic 6.7 Arsenic 5.6 Thallium 0.20 Manganese 625 Manganese 360 Vanadium 31.3 Thallium 0.30 (! Thallium 0.19 GP-1 Vanadium 32.5 Vanadium 41.0 GP-8 GP-11 Depth 17.5-10' Depth 2.5-5' Depth 10-12.5' Arsenic 4.8 Arsenic 5.2 Arsenic 5.8 Manganese 230 Manganese 690 GP-10 Manganese 693 Thallium 4.8 Thallium 0.20 Depth 2.5-5' Thallium 0.22 Vanadium 29.1 Vanadium 30.2 Arsenic 7.3 Vanadium 28.8 * GP-2 VP-1# Manganese 492 (! GP-9 Depth 17.5-10' * # Thallium 0.26 (! Arsenic 2.4 Vanadium 39.2 VP-6 Manganese 650 Thallium 0.13 Vanadium 16.3 GP-3 (! GP-12 Depth 0.5-2.5' Arsenic 2.5 * GP-3 VP-8# Manganese 315 Depth 7.5-10' * VP-5# Thallium <0.098 Arsenic 5.0 GP-8 GP-10 (! (! Vanadium 26.1 Manganese 1,170 GP-4 * VP-2 # Thallium 0.21 (! * Vanadium 32.3 VP-7# (! GP-12 (!GP-11 GP-4 GP-7 Depth 1-3' (! Arsenic 3.0 Manganese 428 * VP-4# Thallium <0.10 Vanadium 14.2 * GP-7 VP-3# Depth 2-4' Arsenic 5.0 (!GP-6 Manganese 360 GP-5 Thallium 0.17 (! Vanadium 33.1 GP-5 GP-6 Depth 0.5-2.5' Depth 2.5-5' Arsenic 6.1 Arsenic 1.5 Manganese 1,090 Manganese 225 Thallium 0.17 Thallium <0.11 NOTES Vanadium 29.5 Vanadium 7.8 Minnesota Pollution Control Agency (MPCA) SRVs updated March 2023 and SLVs updated June 2013. Analytical results are in milligrams per kilogram (mg/kg). Indicated depths are feet below ground surface. * < = Not detected at or above the laboratory reporting limit indicated. # Soil Vapor Probe DRO = Diesel Range Organics (! o GRO = Gasoline Range Organics Soil Boring 0 50 100 ' SLV = Soil Leaching Value Approximate Site Boundary SRV =Soil Reference Value Exceeds Residential/Recreational SRV SCALE: 1" = 100' Exceeds SLV Source: Google Earth Imagery Project No: Soil Analytical B2308306 Rogers Redevelopment Results - Drawing No: Metals Fig4b_Soil_Analytical_Metal 21701 Industrial Boulevard, 13013 Main Street, and 13017 Main Street Regulatory Drawn By: ZS Exceedances 11001 Hampshire Avenue S Minneapolis, MN 55438 Date Drawn: 9/14/2023 952.995.2000 Checked By: KLC Rogers, Minnesota Figure 4b braunintertec.com Last Modified: 11/1/2023 Page 313 of 422F:\2023\B2308306\GIS\B2308306.aprx GP-9 GW GP-10 GW Static Water Level 3.46' Static Water Level 6.36' GP-3 GW Benzene --- Benzene <0.50 Static Water Level 6.54' Ethylbenzene --- Ethylbenzene <0.50 Benzene 195 Naphthalene --- Naphthalene <0.50 Ethylbenzene 5.4 Toluene --- Toluene <0.50 Naphthalene <0.50 (! 1,2,4-Trimethylbenzene --- 1,2,4-Trimethylbenzene <0.50 GP-1 Toluene 0.75 1,3,5-Trimethylbenzene --- 1,3,5-Trimethylbenzene <0.50 1,2,4-Trimethylbenzene <0.50 Total Xylenes --- Total Xylenes <1.5 1,3,5-Trimethylbenzene <0.50 GRO <100 GRO <100 Total Xylenes <1.5 DRO <120 DRO <110 GRO 532 DRO 170 GP-11 GW Static Water Level 9.80' * GP-2 VP-1# (! GP-9 Benzene 813 * (! # Ethylbenzene 1,320 VP-6 Naphthalene 598 Toluene 37 1,2,4-Trimethylbenzene 2,420 1,3,5-Trimethylbenzene 518 (!GP-3 Total Xylenes 6,260 GRO 20,700 DRO 6,800 * VP-8# * VP-5# GP-8 (! GP-10(! GP-4 * VP-2 # (! * VP-7# (! GP-12 (!GP-11 (!GP-7 * VP-4# * VP-3# GP-4 GW Static Water Level 5.82' Benzene <0.50 (!GP-6 Ethylbenzene <0.50 GP-5 GW (!GP-5 Naphthalene <0.50 Static Water Level 4.02' Toluene <0.50 Benzene <0.50 1,2,4-Trimethylbenzene <0.50 Ethylbenzene <0.50 1,3,5-Trimethylbenzene <0.50 Naphthalene <0.50 Total Xylenes <1.5 Toluene <0.50 GRO <100 1,2,4-Trimethylbenzene <0.50 DRO <110 1,3,5-Trimethylbenzene <0.50 Total Xylenes <1.5 NOTES GRO <100 Results are in micrograms per liter (µg/L). DRO <110 Indicated depths are feet below ground surface. * DWC = Drinking Water Criteria # Soil Vapor Probe DRO = Diesel Range Organics GRO = Gasoline Range Organics (! Soil Boring o < = Not detected at or above the laboratory Approximate Site Boundary reporting limit indicated. 0 50 100 ' --- = Not analyzed or calculated for this parameter or not applicable. SCALE: 1" = 100' Exceeds Drinking Water Criteria Source: Google Earth Imagery Project No: Groundwater B2308306 Rogers Redevelopment Analytical Results Drawing No: - Petroleum Fig5a_GW_Analytical_Petro 21701 Industrial Boulevard, 13013 Main Street, and 13017 Main Street Regulatory Drawn By: ZS Exceedances 11001 Hampshire Avenue S Minneapolis, MN 55438 Date Drawn: 9/14/2023 952.995.2000 Checked By: KLC Rogers, Minnesota Figure 5a braunintertec.com Last Modified: 11/1/2023 Page 314 of 422F:\2023\B2308306\GIS\B2308306.aprx GP-9 GW GP-10 GW Static Water Level 3.46' Static Water Level 6.36' Arsenic, Dissolved 13.9 Arsenic, Dissolved 54.2 Beryllium, Dissolved <0.20 Beryllium, Dissolved 1.8 Cadmium, Dissolved <0.080 Cadmium, Dissolved 1.6 GP-3 GW Lead, Dissolved <0.50 Lead, Dissolved 60.8 Static Water Level 6.54' Manganese, Dissolved 2,640 Manganese, Dissolved 4,100 Arsenic, Dissolved 14.8 (! GP-1 Nickel, Dissolved 15.5 Nickel, Dissolved 142 Beryllium, Dissolved <0.20 Thallium, Dissolved <0.10 Thallium, Dissolved 1.1 Cadmium, Dissolved <0.080 Vanadium, Dissolved <15.0 Vanadium, Dissolved 217 Lead, Dissolved 0.53 Manganese, Dissolved 2,280 Nickel, Dissolved 3.4 Thallium, Dissolved <0.10 * Vanadium, Dissolved <0.15 GP-2 VP-1# (! GP-9 * (! # GP-11 GW VP-6 Static Water Level 9.80' Arsenic, Dissolved 48.2 Beryllium, Dissolved 1.3 GP-3 Cadmium, Dissolved 1.0 (! Lead, Dissolved 41.8 Manganese, Dissolved 3,600 Nickel, Dissolved 82.6 * VP-8# Thallium, Dissolved 0.9 * VP-5# GP-8 Vanadium, Dissolved 117 (! GP-10(! GP-4 * VP-2 # (! * VP-7# (! GP-12 (!GP-11 GP-7 GP-4 GW (! Static Water Level 5.82' Arsenic, Dissolved <0.50 * VP-4# Beryllium, Dissolved <0.20 Cadmium, Dissolved <0.080 * Lead, Dissolved <0.50 VP-3# Manganese, Dissolved 79.3 GP-5 GW Nickel, Dissolved 3.6 Static Water Level 4.02' GP-6 Thallium, Dissolved <0.10 (! Arsenic, Dissolved 2.4 GP-5 Vanadium, Dissolved <15.0 (! Beryllium, Dissolved <0.20 Cadmium, Dissolved 2.0 Lead, Dissolved <0.50 Manganese, Dissolved 7,070 Nickel, Dissolved 32.9 Thallium, Dissolved <0.10 Vanadium, Dissolved <15.0 NOTES Results are in micrograms per liter (µg/L). Indicated depths are feet below ground surface. DWC = Drinking Water Criteria (! Soil Boring DRO = Diesel Range Organics * GRO = Gasoline Range Organics # Soil Vapor Probe o < = Not detected at or above the laboratory Approximate Site Boundary reporting limit indicated. 0 50 100 ' --- = Not analyzed or calculated for this parameter or not applicable. SCALE: 1" = 100' Exceeds Drinking Water Criteria Source: Google Earth Imagery Project No: Groundwater B2308306 Rogers Redevelopment Analytical Results Drawing No: - Metals Fig5b_GW_Analytical_Metal 21701 Industrial Boulevard, 13013 Main Street, and 13017 Main Street Regulatory Drawn By: ZS Exceedances 11001 Hampshire Avenue S Minneapolis, MN 55438 Date Drawn: 9/14/2023 952.995.2000 Checked By: KLC Rogers, Minnesota Figure 5b braunintertec.com Last Modified: 11/1/2023 Page 315 of 422F:\2023\B2308306\GIS\B2308306.aprx VP-1 Benzene 4.9 Carbon Tetrachloride <1.26 (! VP-6 PCE <1.36 GP-1 Benzene 14.8 Methane <0.400 Carbon Tetrachloride <1.26 PCE <1.36 Methane <0.400 VP-5 Benzene 8.1 * GP-2 VP-1# Carbon Tetrachloride <1.26 (! GP-9 VP-8 * # PCE <1.36 (! Benzene 6.7 Methane <0.400 VP-6 Carbon Tetrachloride <1.26 PCE <1.36 Methane <0.400 (!GP-3 VP-7 Benzene 72.5 Carbon Tetrachloride 80.0 PCE 339 * VP-8# Methane <0.400 * VP-5# GP-8 (! GP-10(! GP-4 * VP-2 # (! * VP-7# (! GP-12 VP-2 (!GP-11 Benzene 17.5 GP-7 Carbon Tetrachloride <1.26 (! PCE 351 Methane <0.400 * VP-4# * VP-3# VP-3 (!GP-6 Benzene 15.5 (!GP-5 Carbon Tetrachloride <1.26 PCE <1.36 VP-4 Methane 0.502 Benzene 17.0 Carbon Tetrachloride <1.26 NOTES PCE 1.98 Minnesota Pollution Control Agency (MPCA) Methane <0.400 Intrusion Screening Values (ISVs) were updated January 2021. Analytical results presented in micrograms per cubic meter (µg/m3). < = Not detected at or above the laboratory * reporting limit indicated. # Soil Vapor Probe Benzene Residnetial 33X ISV = 43 µg/m3 Carbon Tetrachloride 33X ISV = 57 µg/m3 (! Soil Boring o Tetrachloroethene (PCE) Residential 33X ISV Approximate Site Boundary = 110 µg/m3 0 50 100 ' Methane MPCA Action Level = 0.5% Exceeds 33X Residential ISV SCALE: 1" = 100' Exceeds MPCA Action Level Source: Google Earth Imagery Project No: B2308306 Rogers Redevelopment Soil Vapor Results Drawing No: - Regulatory Fig6_Vapor_Analytical 21701 Industrial Boulevard, 13013 Main Street, and 13017 Main Street Exceedances Drawn By: ZS 11001 Hampshire Avenue S Minneapolis, MN 55438 Date Drawn: 9/14/2023 952.995.2000 Checked By: KLC Rogers, Minnesota Figure 6 braunintertec.com Last Modified: 11/1/2023 Page 316 of 422 Tables Page 317 of 422 Table 1 Soil Analytical Results Rogers Redevelopment Project Rogers, Minnesota Project B2308306 Sample Identifier and Date Collected Residential/  SLV  Compound/Parameter CAS No. GP‐1 (2.5‐5) GP‐2 (7.5‐10) GP‐2 (17.5‐20) GP‐3 (7.5‐10) GP‐4 (1‐3) GP‐5 (0.5‐2.5) GP‐6 (2.5‐5) GP‐7 (2‐4) GP‐8 (2.5‐5) GP‐9 (2.5‐5) Recreational SRV  (mg/kg) (mg/kg) 10/12/2023 10/12/2023 10/12/2023 10/12/2023 10/12/2023 10/12/2023 10/12/2023 10/12/2023 10/12/2023 10/12/2023 Volatile Organic Compounds (VOCs) (mg/kg) Benzene 71‐43‐2 <0.0258 2.77 <0.0235 0.161 <0.0216 <0.0303 <0.0143 <0.0227 <0.0304 <0.0293 9.5 0.017 n‐Butylbenzene 104‐51‐8 <0.0644 3.53 <0.0586 <0.0760 <0.0540 <0.0757 <0.0359 <0.0568 <0.0760 <0.0732 110 NE sec‐Butylbenzene 135‐98‐8 <0.0644 1.06 <0.0586 <0.0760 <0.0540 <0.0757 <0.0359 <0.0568 <0.0760 <0.0732 140 NE Ethylbenzene 100‐41‐4 <0.0644 24.0 <0.0586 <0.0760 <0.0540 <0.0757 <0.0359 <0.0568 <0.0760 <0.0732 190 1.0 Isopropylbenzene (Cumene) 98‐82‐8 <0.0644 2.21 <0.0586 <0.0760 <0.0540 <0.0757 <0.0359 <0.0568 <0.0760 <0.0732 270 9.5 p‐Isopropyltoluene 99‐87‐6 <0.0644 0.626 <0.0586 <0.0760 <0.0540 <0.0757 <0.0359 <0.0568 <0.0760 <0.0732 NE NE Naphthalene 91‐20‐3 <0.258 6.19 <0.235 <0.304 <0.216 <0.303 <0.143 <0.227 <0.304 <0.293 81 4.5 n‐Propylbenzene 103‐65‐1 <0.0644 8.14 <0.0586 <0.0760 <0.0540 <0.0757 <0.0359 <0.0568 <0.0760 <0.0732 260 NE Toluene 108‐88‐3 <0.0644 0.768 <0.0586 <0.0760 <0.0540 <0.0757 <0.0359 <0.0568 <0.0760 <0.0732 820 2.5 1,2,4‐Trimethylbenzene 95‐63‐6 <0.0644 46.5 <0.0586 <0.0760 <0.0540 <0.0757 <0.0359 <0.0568 <0.0760 <0.0732 140 2.7 1,3,5‐Trimethylbenzene 108‐67‐8 <0.0644 10.5 <0.0586 <0.0760 <0.0540 <0.0757 <0.0359 <0.0568 <0.0760 <0.0732 140 2.7 Xylenes, total 1330‐20‐7 <0.193 51.2 <0.176 <0.228 <0.162 <0.227 <0.108 <0.170 <0.228 <0.220 260[b] 5.4[b] All other reported VOCs ‐‐‐ 11 to < 20 grams 10 mL None required. Laboratory will add methanol to reach 1:1 ratio 20 or > grams 10 mL Discard bottle and resample . Cap the sample container. Gently swirl, do not shake, sample vial to fully immerse soil into methanol. . Fill out the label on the vial completely, including project number, sample I.D., date, time and sampler’s initials. Record the information on the Chain-of-Custody form and in the field notebook. . Collect at least two vials of soil sample for each analysis (VOCs or GRO). Therefore, if the work plan requires only VOCs then you will fill two vials; if the work plan calls for VOCs and GRO you will fill four vials (two vials for each analyte). . Manually fill a plastic snap-top tube (or similar unpreserved bottle) with soil from the same sampling interval/matrix as each sample. Remove soil particles from the rim of the snap tube so the cap will close securely and close the cap. This jar is for moisture calculation to be submitted with VOCs/GRO soil sample containers and should be labeled the same as the VOC/GRO sample jars. All soil samples for VOCs or GRO analysis require an accompanying moisture calculation jar. Only one moisture jar is required per soil sample (i.e., one moisture jar is sufficient for both VOCs and GRO analysis). . Place a trip blank into the cooler with the VOCs/GRO samples; see SOP 308 – Trip Blanks. . Store, transport, and maintain sample custody per SOP 602 – Chain-of-Custody Procedures. E.6. DRO Soil Grab Sample Collection . Place an electronic scale, which has been verified that day prior to use, on a flat surface and turn it on. A weighted standard shall be used to determine acceptable precision. . Before filling the first jar, verify the accuracy of the scale. Place a pre-weighed sample container on the scale. Compare the reading to the weight on the container. If within 5 grams, the scale can be used for the rest of the day. If not within 5 grams, remove the container, turn the scale off, then on, and repeat the test. If still not within 5 grams, use a different scale. . Remove cap from pre-weighed, unpreserved sample container. . Place empty DRO bottle on electronic scale and press “tare” button to zero electronic scale. . Electronic scale should read 0.0g – leave DRO bottle on electronic scale. . Use the laboratory provided coring device such as a Terra Core® sampler (5- or 10-gram) or 10-mL syringe with the top cut off (approximately 10 grams when full) for collecting a sample. The laboratory may provide a different coring device than described above; whichever coring device is provided, the goal is to have 25 to 35 grams of soil in a 4-oz. sample jar for the Wisconsin DRO method and Environmental Protection Agency (EPA) Method 8015, Total Petroleum Hydrocarbon (50 to 70 grams in an 8-oz. jar). . Scrape off upper layer of soil to expose underlying soil. Push the coring device into the freshly exposed soil until the soil column entering the coring device has filled to the top of the plunger (Terra Core) or the 10-mL line (cut off Syringe). . Wipe all debris from the outside of the coring device and remove any soil that extends outside the mouth of the coring device, so the soil sample is flush with the mouth of the coring device. . Extrude soil sample from the coring device into the DRO bottle. Collected soil sample should have a cumulative weight between 25 and 35 grams (4-oz. jar). Repeat the steps above as necessary to achieve necessary soil sample weight. If more than 35 grams of soil are collected, discard all the soil Any printed copy of this document is considered uncontrolled Page 404 of 422 Standard Operating Procedure Creation Date: Issue Date: Rev.: Environmental Consulting 08/21/2015 12/14/2016 2 SOP 208 – Soil Grab Sample Collection Page 5 of 5 in sample jar and recollect the sample. Try to avoid getting soil on the threads of the sample jar. Clean the threads if necessary and cap the sample jar immediately after sample collection. . Repeat the above steps to fill a second DRO sample container. Two soil sample jars may be required for this analytical method. . Fill one unpreserved sample container (typically a small plastic jar provided by the lab) with soil from the same sampling interval/matrix as each sample. This jar is for moisture calculation to be submitted with DRO soil sample containers and should be labeled the same as the DRO sample jars. All soil samples for DRO analysis require an accompanying moisture calculation jar. E.7. Metals Soil Grab Sample Collection . One open-top, 4- or 8-oz. unpreserved jar. . Using a clean stainless-steel spoon, scoopula, or gloved hand, thoroughly mix or homogenize the interval to be sampled, and fill the unpreserved sample containers with the collected soil sample. Avoid filling the sample containers with gravel or rocks. . Wipe soil from the container threads. Close the flip-top of the unpreserved sample container. . Note: if several analyses are being performed for a single soil sample, the collection and submission of one moisture calculation jar is sufficient for all of the analyses for that one soil sample. E.8. PCBs/SVOCs Soil Grab Sample Collection . Open 4-oz., unpreserved sample container. . Using a clean stainless-steel spoon, scoopula, or gloved hand, thoroughly mix or homogenize the interval to be sampled, and fill the unpreserved sample containers with the collected soil sample. Try to fill the sample containers with soil and not gravel or rocks. . Wipe soil from the container threads. Reseal the 4-oz. sample container with the lid. . Note: if several analyses are being performed for a single soil sample, the collection and submission of one moisture calculation jar is sufficient for all of the analyses for that one soil sample. E.9. Sample Delivery Arrange for pick-up/drop-off of soil samples in laboratory-provided coolers to the analytical laboratory. If shipping of soil samples to the analytical laboratory is required, follow SOP 603 – Sample Shipping. E.10. Data and Records Management Soil samples collected in the field should be recorded in the Field Report Form or field logbook (see SOP 101 – Field Notes and Documentation), on the field log, soil boring log, test trench log, etc., and on the COC (see SOP 602 – Chain-of-Custody Procedures). Information recorded in the Field Report Form or field logbook and on the COC should be identical to the information listed on the sample container label(s). Additionally, it is useful to note how many soil sample containers were filled for each uniquely identified soil grab sample. Note the presence of any pieces of bituminous in the samples, no matter how small, particularly in samples to be analyzed for DRO or SVOCs. E.11. Quality Assurance/Quality Control Quality assurance/quality control (QA/QC) procedures described in the work plan should be followed. Any printed copy of this document is considered uncontrolled Page 405 of 422 Standard Operating Procedure Creation Date: Issue Date: Rev.: Environmental Consulting 08/21/2015 01/22/2016 1 SOP 209 – Soil Composite Sample Collection Page 1 of 3 A. Purpose The following Standard Operating Procedure (SOP) for the collection of composite soil samples is intended to be used by Braun Intertec field personnel for the purposes of composite soil sample collection. This SOP establishes a reproducible process for composite soil sample collection with the intent of maintaining integrity of the subsequent laboratory analytical procedures. Compositing is the process of physically combining and homogenizing several individual soil aliquots of the same volume or weight. This SOP is applicable to soil samples collected for the purposes of documenting the presence and/or concentration of regulated compounds in soil. Check the work plan or consult the project manager to determine if composite samples are required. This SOP is applicable for soil samples collected from soil borings (SOP 203 – Soil Boring Observation and Sampling), test pits and test trenches (SOP 211 – Test Pit and Test Trench Observation and Sampling), stockpiles (SOP 210 – Soil Stockpile Sampling), and/or excavations. Specifically, this SOP is applicable for soil samples that might be analyzed for non-volatile parameters, including, but not limited to: . Metals . Semi-volatile organic compounds (SVOCs) . Polychlorinated biphenyls (PCBs) . Pesticides or herbicides This SOP is not applicable to sampling volatile organic compounds (VOCs), gasoline range organics (GRO), diesel range organics (DRO), or other volatile analytes. VOCs, GRO, and DRO should be collected as grab samples, see SOP 208 – Soil Grab Sample Collection. B. Health and Safety Field work should be performed in accordance with the Braun Intertec Corporate Health and Safety Manual Standard Operating Procedures and the site-specific health and safety plan (HASP). C. Referenced SOPs . SOP 101 – Field Notes and Documentation . SOP 203 – Soil Boring Observation and Sampling . SOP 208 – Soil Grab Sample Collection . SOP 210 – Soil Stockpile Sampling . SOP 211 – Test Pit and Test Trench Observation and Sampling . SOP 602 – Chain-of-Custody Procedures . SOP 603 – Sample Shipping . SOP 701 – Decontamination of Sampling Equipment D. Equipment and Supplies . Shovel, if necessary . Gallon-size plastic bag or stainless-steel bowl . Stainless-steel spoon or scoopula, if necessary . Plastic cups or quart-sized plastic bags . Appropriate laboratory-supplied containers . Sample labels Any printed copy of this document is considered uncontrolled Page 406 of 422 Standard Operating Procedure Creation Date: Issue Date: Rev.: Environmental Consulting 08/21/2015 01/22/2016 1 SOP 209 – Soil Composite Sample Collection Page 2 of 3 . Sample coolers . Ice . Temperature blanks (one per sample cooler) . Chain-of-Custody (COC) forms (see SOP 602 – Chain-of-Custody Procedure) . Custody seals . Field Report Form (see SOP 101 – Field Notes and Documentation) or field logbook . Waterproof and/or indelible ink pens . Decontamination equipment (see SOP 701 – Decontamination of Sampling Equipment) . Cell phone camera or digital camera . Personal Protective Equipment (PPE) The following table provides details regarding analytical parameters and the type of laboratory-supplied containers. Analytical Parameter Number of (holding time) Bottle Type and Preservation Type Containers 8 RCRA Metals or 13 Priority Pollutant 40-mL Plastic Flip cap, unpreserved 1 Metals (6 Months) PCBs (14 days) 4-oz. Glass jar, unpreserved 1 SVOCs (14 days) 4-oz. Glass jar, unpreserved 1 Pesticides (14 days) 4-oz. Glass jar, unpreserved 1 Herbicides (14 days) 4-oz. Glass jar, unpreserved 1 All soil samples must have an unpreserved sample collected in a separate unpreserved container for dry weight analysis. E. Procedure Bottle Order Several days before field work is scheduled to begin contact the laboratory to order sample containers by phone or email. It is a good idea to order extra bottles to allow for breakage, extra samples, etc. If you are unsure of the required sample volumes or proper laboratory sample containers for specific analytical parameters, ask that a written description be included with the bottle order which clarifies sample requirements. Upon receipt of the sample coolers and before you leave for the field, check the contents of the cooler to be sure that you have the appropriate sample containers and that extra containers are included, if requested. Be sure you are aware of sample volume and container requirements. Cooler Preparation Place ice or a frozen cold pack into each sample cooler before collecting any samples. Double-bag the ice in sealable gallon bags or sealed garbage bags to avoid potential contact of water in the cooler with sample containers. Place a temperature blank into each cooler and under the sealed bags of ice. Labeling Sample Containers Prior to collecting soil composite samples, complete the sample label for the laboratory-supplied containers. The sample label must have the following information: . Project Number (listed under “Client”) Any printed copy of this document is considered uncontrolled Page 407 of 422 Standard Operating Procedure Creation Date: Issue Date: Rev.: Environmental Consulting 08/21/2015 01/22/2016 1 SOP 209 – Soil Composite Sample Collection Page 3 of 3 . Sample Name (listed under “Sample ID”) . Date Sample Collected (listed under “Collection Date”) . Sampler’s Initials (listed under “Collected by”) . Time Sample Collected (listed under “Time”) If not already present, affix the appropriate sample label to the laboratory-supplied sample container. Soil Sampling . Assess and approximate the size of soil from which the composite soil sample will be collected. . Identify the number aliquots and splitting protocol using the work plan or consult the project manager. . Prior to sampling, decontaminate the shovel, spoon or scoopula, and stainless-steel bowl or other appropriate container following SOP 701 – Decontamination of Sampling Equipment. In addition, decontaminate all sampling and compositing equipment before collecting each additional sample. . Don new disposable gloves. Using a gloved hand or decontaminated shovel, spoon or scoopula, acquire the appropriate number of aliquots. The aliquots should be approximately the same size and weight. Place aliquots in the decontaminated stainless-steel bowl or appropriate container that will not introduce contaminants to the samples. Mix the aliquots until thoroughly homogenized, removing rocks or gravel. . Using a gloved hand, spoon or scoopula, fill unpreserved sample containers with the collected soil sample. . Fill one open flip-top (or similar), unpreserved jar with the remaining homogenized soil for the percent moisture calculation sample. . Note: if several analyses are being performed for a single soil sample, the collection and submission of one moisture calculation jar is sufficient for all of the analyses for that one soil sample. . Place the homogenized soil into the appropriate sample containers. Wipe the threads clean, close the jar, and place the sample on ice. Sample Delivery Arrange for pick-up/drop-off of soil samples in laboratory-provided coolers to the analytical laboratory. If shipping of soil samples to the analytical laboratory is required, follow SOP 603 – Sample Shipping. Data and Records Management Soil samples collected in the field should be recorded in the Field Report Form or field logbook (see SOP 101 – Field Notes and Documentation), on the field log, soil boring log, test trench log, etc., and on the COC (see SOP 602 – Chain-of-Custody Procedures). Information recorded in the Field Report Form or field logbook and on the COC should be identical to the information listed on the sample container label(s). Additionally, it is useful to note how many soil sample containers were filled for each uniquely identified soil composite sample. Note the presence of any pieces of bituminous in the samples, no matter how small, particularly in samples to be analyzed for SVOCs. Quality Assurance/Quality Control Quality assurance/quality control (QA/QC) procedures described in the work plan should be followed. Any printed copy of this document is considered uncontrolled Page 408 of 422 Standard Operating Procedure Creation Date: Issue Date: Rev.: Environmental Consulting 08/21/2015 01/22/2016 1 SOP 210 – Soil Stockpile Sampling Page 1 of 3 A. Purpose The purpose of this Standard Operating Procedure (SOP) is to establish a consistent method and format for stockpile sampling. If samples are to be collected for laboratory analysis, the SOP for the selected sampling methods and parameters should be employed (i.e., soil grab or soil composite). A.1. Scope and Applicability This procedure should be used to characterize and evaluate stockpiled material for reuse or disposal options. A.2. Summary of Method Determine the approximate volume of the stockpile. Determine an appropriate number of soil samples based on the approved work plan, site-specific conditions, and/or the appropriate regulatory program guidelines. Equally divide the stockpile into segments equaling the number of samples to be collected. Grab samples are collected from representative portions of the stockpile, typically for volatile and sometimes semi-volatile organic compound analysis in accordance with SOP 208 – Soil Grab Sample Collection. Composite samples are collected in accordance with SOP 209 – Soil Composite Sample Collection, for non-volatile and for most semi-volatile organic compound analyses. B. Health and Safety Field work should be performed in accordance with the Braun Intertec Corporate Health and Safety Manual Standard Operating Procedures and the site-specific health and safety plan (HASP). In addition to potential exposure to hazardous substances, stockpile sampling presents safety risks due to working near excavating equipment, potential stockpile sloughing, and slip hazards while climbing on the stockpile to collect samples. C. Referenced SOPs . SOP 101 – Field Notes and Documentation . SOP 201 – Classification of Soil . SOP 202 – Organic Vapor Soil Screening . SOP 208 – Soil Grab Sample Collection . SOP 209 – Soil Composite Sample Collection . SOP 701 – Decontamination of Sampling Equipment D. Equipment and Supplies . Shovel/hand auger . Permanent marker . Wire Flags or wooden stakes . Global Positioning System (GPS) unit and measuring tape . Photoionization detector (PID) with appropriate lamp (see SOP 202 – Organic Vapor Soil Screening) . Soil sampling equipment (see SOP 208 – Soil Grab Sample Collection and SOP 209 – Soil Composite Sample Collection) . Field Report Form (see SOP 101 – Field Notes and Documentation) or field logbook . Waterproof and/or indelible ink pens . Cell phone camera or digital camera . Personal Protective Equipment (PPE) Any printed copy of this document is considered uncontrolled Page 409 of 422 Standard Operating Procedure Creation Date: Issue Date: Rev.: Environmental Consulting 08/21/2015 01/22/2016 1 SOP 210 – Soil Stockpile Sampling Page 2 of 3 E. Procedure E.1. Volume of Stockpile Speak with the project manager or contractor to get the estimated cubic yards of the stockpile. Use the following information to estimate the volume if it is unknown or to confirm estimates by others. . For an elongated stockpile, determine the shape of the end face and calculate the area of the face in square feet. area of a semicircle face = 1/2 πr2 r OR a area of a trapezoid face = ( h * [a+b]) / 2 h b OR area of a triangle face = 1/2 bh h b . Measure the length (L) of the stockpile in feet. . Multiply length by area of face (in square feet) and divide by 27 to calculate volume in cubic yards. . For a cone-shaped stockpile, the volume is calculated by the following formula: (1/3) πr2h. Then divide by 27 to convert to cubic yards. Note: Although there are many variables such as soil type, moisture conditions, presence of debris, etc., as a rule of thumb, to convert cubic yards to tons, 1 cubic yard of soil weighs about 1.5 tons. One cubic yard of concrete weighs about 2 tons. E.2. Number of Samples The project work plan, regulatory guidance, and site-specific circumstances should be taken into account when determining the appropriate number of samples to collect from the stockpile. If more than one sample will be collected, divide the stockpile into equal sections and collect the samples from each section. Use paint or stakes to mark divisions of the stockpile. E.3. Soil Description The material encountered in the stockpile should be documented (see SOP 201 – Classification of Soil). Describe the type and approximate percentage of soil fill (matrix) and non-soil fill (debris) types present. Photoionization detector (PID) screening should be conducted on all samples collected from the stockpile (see SOP 202 – Organic Vapor Soil Screening). Any printed copy of this document is considered uncontrolled Page 410 of 422 Standard Operating Procedure Creation Date: Issue Date: Rev.: Environmental Consulting 08/21/2015 01/22/2016 1 SOP 210 – Soil Stockpile Sampling Page 3 of 3 E.4. Soil Sampling . Don new disposable gloves. Use a clean/decontaminated shovel or hand auger to dig approximately 0.5 to 1 foot into the stockpile at each location to obtain a fresh soil sample (see SOP 701 – Decontamination of Sampling Equipment). Excavation equipment or drilled soil borings can be used to collect samples from larger stockpiles. . The project work plan and site-specific circumstances should be taken into account when determining sampling techniques. Refer to the project manager, approved work plan, or landfill requirements for sampling parameters. . Soil samples collected for volatile organic compounds (VOCs), diesel range organics (DRO), and gasoline range organics (GRO) require collection of grab samples from representative portions of the stockpile. Soil samples collected for all other analysis requires collection of composite samples. Soil samples for chemical analysis should be collected in accordance with SOP 208 – Soil Grab Sample Collection and SOP 209 – Soil Composite Sample Collection. . Mark each sample location on a map and mark each location with a flag. Use the GPS unit and/or measuring tape to determine the location of stockpiles and each sample location. E.5. Cautions Stockpiles should be constructed and maintained to prevent erosion and impacts to storm water and surface water. Stockpiles should be clearly labeled and identified by use of stakes, lathe, flagging, temporary fencing, etc. to avoid inadvertent mismanagement of the stockpiled material. A site sketch showing the approximate locations of stockpiles should be maintained and photographs should be used where helpful. E.6. Interferences Once a stockpile is sampled, additional soil should not be added to the stockpile. If additional soil is added, the initial sample is no longer representative of the stockpile. E.7. Data and Records Management Observations should be documented in accordance with SOP 101 – Field Notes and Documentation. E.8. Quality Assurance Quality Control Quality assurance/quality control (QA/QC) procedures described in the work plan should be followed. Any printed copy of this document is considered uncontrolled Page 411 of 422 Standard Operating Procedure Creation Date: Issue Date: Rev.: Environmental Consulting 08/21/2015 01/22/2016 1 SOP 602 – Chain-of-Custody Procedures Page 1 of 3 Purpose The purpose of the Chain-of-Custody (COC) Standard Operating Procedure (SOP) is to control environmental samples from the time they are collected until custody of the samples is accepted by the laboratory sample custodian. COC documentation serves three main purposes: . Communicates the analytical instructions from the sampler to the analytical laboratory. . Provides a permanent record of samples provided to the laboratory. . Documents that samples were handled only by authorized personnel and were not available for tampering prior to analysis. Scope and Applicability Although few environmental samples will ever be used in criminal or civil litigation cases, most samples are collected in support of government-regulated activities. In addition, it is possible that the results of the sample analyses will be used in future litigation even if none was contemplated at the time the samples were collected. Therefore, it is important that a record of sample possession (i.e., COC) be maintained, so that control of the samples from the time of collection to the time of sample laboratory check-in can be demonstrated. Laboratory-related sample control is described in laboratory operating and quality-control documents and is not discussed in this standard operating procedure (SOP). This procedure should be used for control of environmental samples that include, but are not limited to those of groundwater (see SOP 311 – Groundwater Sample Collection), surface water (see SOP 314 – Surface Water Sampling), soil (see SOP 208 – Soil Grab Sample Collection and SOP 209 – Soil Composite Sample Collection), air (see SOP 402 – Indoor Air Sampling), soil vapor (see SOP 403 – Soil Vapor Sampling from a Borehole and with a Hand Probe and SOP 405 – Sub-Slab Soil Vapor Sampling), and waste. Summary of Method Environmental samples are collected using methods specified in the work plan or other SOPs. The samples are collected in sampling containers for the desired analyses, preserved as appropriate, and a label is affixed to each container specifying the project name and number, sample identification, date and time of collection, and sample collector. The information is entered onto the COC form and the desired analyses are indicated on the form, which also serves as the analytical request. Sample custody (possession) is maintained individually until the samples are delivered to the laboratory sample check-in. Transfer of custody is documented on the COC form by printed name, signature, date and time. Personnel Qualifications and Responsibilities The sampler is responsible for understanding, implementing and documenting activities related to this SOP during field activities. The sampler is responsible for transmitting a copy of field notes that have not been forwarded to the project manager or designee, as well as a copy of the COC form(s) immediately after sample check-in. If there is more than one sampler, the lead field sampler assumes these responsibilities. Any printed copy of this document is considered uncontrolled Page 412 of 422 Standard Operating Procedure Creation Date: Issue Date: Rev.: Environmental Consulting 08/21/2015 01/22/2016 1 SOP 602 – Chain-of-Custody Procedures Page 2 of 3 Definitions Chain-of-Custody Procedure: A procedure whereby a sample or set of samples is maintained under physical possession or control. Custody: Samples and data are considered to be in your custody when: . They are in your physical possession, . They are in your view, after being in your physical possession, . They are in your physical possession and then locked in a room or vehicle so that tampering cannot occur, or . They are kept in a secured area, with access restricted to authorized personnel only. Chain-of-Custody Form: Form used to record sample identification information, test(s) requested, result reporting instructions, and sample custody. Sample: A portion of an environmental or source matrix that is collected and used to characterize the matrix. Health and Safety Field work should be performed in accordance with the Braun Intertec Corporate Health and Safety Manual Standard Operating Procedures and the site-specific health and safety plan (HASP). Department of Transportation (DOT), United States Postal Service (USPS), and Federal Aviation Administration (FAA) shipping/labeling regulations must be followed for shipped samples. Referenced SOPs . SOP 208 – Soil Grab Sample Collection . SOP 209 – Soil Composite Sample Collection . SOP 314 – Surface Water Sampling . SOP 402 – Indoor Air Sampling . SOP 403 – Soil Vapor Sampling from a Borehole and with a Hand Probe . SOP 405 – Sub-Slab Soil Vapor Sampling Equipment and Supplies . Field Report Form (see SOP 101 – Field Notes and Documentation) or field logbook . Waterproof or indelible ink pens . Sample labels . Custody seals . Chain-of-Custody (COC) forms (see SOP 602 – Chain-of-Custody Procedure) Any printed copy of this document is considered uncontrolled Page 413 of 422 Standard Operating Procedure Creation Date: Issue Date: Rev.: Environmental Consulting 08/21/2015 01/22/2016 1 SOP 602 – Chain-of-Custody Procedures Page 3 of 3 Procedure General Guidelines . Keep the number of people involved in collecting and handling samples and data to a minimum. . Only personnel associated with the project should handle samples and data. . Always document the transfer of samples and data from one person to another on the COC form. . Always accompany samples and data with the COC form. . Samples should be uniquely identified, legibly, in permanent ink. . Fill out the COC form as completely as possible. The sample identification information on the sample containers must match the COC form. . Use a separate COC form for each cooler. Completing COC Form The COC form should be filled out by the sampler or designee as the samples are being collected and containerized. Securing Samples If you cannot maintain personal possession of the samples prior to sample check-in, they may be secured. A locked vehicle is considered controlled access (i.e., secured). A cooler sitting on the tailgate of a pickup truck or under an unlocked topper, out of direct view of the custodian is not secure. An unsecured cooler in a locked hotel room is also not within controlled access as hotel staff have access to the room. In this case, the cooler could be padlocked or custody seals could be used to secure the samples or cooler. Data and Records Management The original COC form is maintained by the laboratory in accordance with their file retention guidance. A copy of the record should be provided to the project manager or designee with a copy of the sampling field notes by the sampler immediately after sample check-in. Quality Assurance Quality Control Quality assurance/quality control (QA/QC) procedures described in the work plan should be followed. The project manager or designee should review the COC form as soon as possible after sample check-in to verify that the information on the COC form is correct. Any printed copy of this document is considered uncontrolled Page 414 of 422 Standard Operating Procedure Creation Date: Issue Date: Rev.: Environmental Consulting 08/21/2015 08/12/2016 2 SOP 603 – Sample Shipping Page 1 of 4 A. Purpose The purpose of this Standard Operating Procedure (SOP) is to describe the procedure used for proper packaging methods and shipment of samples by overnight carrier via Chain-of-Custody (COC) procedures (see SOP 602 – Chain-of-Custody Procedures). A.1. Scope and Applicability If samples cannot be delivered to the laboratory in person and must be shipped, the following procedures should be used. This procedure should be used for shipping of environmental samples that include, but are not limited to those of groundwater (see SOP 311 – Groundwater Sample Collection), surface water (see SOP 314 – Surface Water Sampling), soil (see SOP 208 – Soil Grab Sample Collection and SOP 209 – Soil Composite Sample Collection), air (see SOP 402 – Indoor Air Sampling), soil vapor (see SOP 403 – Soil Vapor Sampling from a Borehole and with a Hand Probe and SOP 405 – Sub-Slab Soil Vapor Sampling), and waste. A.2. Summary of Method Environmental samples are collected using methods specified in the work plan or other SOPs. The samples are collected in sampling containers for the desired analyses, preserved as appropriate, and a label is affixed to each container specifying the project name and number, sample identification, date and time of collection, and sample collector. The information is entered onto the COC form and the desired analyses are indicated on the record, which also serves as the analytical request. Sample custody (possession) is maintained individually until the samples are delivered to the laboratory sample check-in. Transfer of custody is documented on the COC form by printed name, signature, date, and time. A.3. Personnel Qualifications and Responsibilities The sampler is responsible for understanding, implementing, and documenting activities related to this SOP during field activities. The sampler is responsible for transmitting a copy of field notes that have not been forwarded to the project manager or designee, as well as a copy of the COC form(s) immediately after samples are shipped. If there is more than one sampler, the lead sampler assumes these responsibilities. A.4. Definitions Chain-of-Custody Procedure: A procedure whereby a sample or set of samples is maintained under physical possession or control. Custody: Samples and data are considered to be in your custody when: . They are in your physical possession. . They are in your view, after being in your physical possession. . They are in your physical possession and then locked up so that tampering cannot occur. . They are kept in a secured area, with access restricted to authorized personnel only. Chain-of-Custody Form: Form used to record sample identification information, test(s) requested, result reporting instructions and sample custody. Any printed copy of this document is considered uncontrolled Page 415 of 422 Standard Operating Procedure Creation Date: Issue Date: Rev.: Environmental Consulting 08/21/2015 08/12/2016 2 SOP 603 – Sample Shipping Page 2 of 4 B. Health and Safety Field work should be performed in accordance with the Braun Intertec Corporate Health and Safety Manual Standard Operating Procedures and the site-specific health and safety plan (HASP). Department of Transportation (DOT), United States Postal Service (USPS), and Federal Aviation Administration (FAA) shipping/labeling regulations must be followed for shipped samples. C. Referenced SOPs . SOP 208 – Soil Grab Sample Collection . SOP 209 – Soil Composite Sample Collection . SOP 308 – Trip Blanks . SOP 314 – Surface Water Sampling . SOP 402 – Indoor Air Sampling . SOP 403 – Soil Vapor Sampling from a Borehole and with a Hand Probe . SOP 405 – Sub-Slab Soil Vapor Sampling . SOP 602 – Chain-of-Custody Procedures D. Equipment and Supplies . Sample coolers or similar shipping containers (solid or liquid samples) . Sturdy cardboard boxes (steel air canister) . Protective wrapping and packaging materials . Ice . Appropriate laboratory-supplied containers and preservatives (when applicable) . Sample labels . Temperature blanks (one per sample cooler) . Trip blanks, if necessary (see SOP 308 – Trip Blanks) . Gallon-size plastic bags . Waterproof and/or indelible ink pens . COC forms (see SOP 602 – Chain-of-Custody Procedure) . Custody seals . Clear packing tape . Shipping labels for the exterior of the shipping container . Bill of lading for selected carrier Any printed copy of this document is considered uncontrolled Page 416 of 422 Standard Operating Procedure Creation Date: Issue Date: Rev.: Environmental Consulting 08/21/2015 08/12/2016 2 SOP 603 – Sample Shipping Page 3 of 4 E. Procedure E.1. General Guidelines . Sample containers with solids or liquids should be placed inside of sealable plastic bags to reduce the potential for cross contamination, breakage, and melted ice getting into the samples. . The drain plug on the cooler, if present, should be taped shut from the inside and outside. . A layer of protective material such as bubble wrap should be placed in the bottom of the cooler. E.2. Cooler Guidelines . If possible, place all contents of the cooler into a large plastic bag that is tied or taped shut to avoid melted ice from leaking out of the cooler during shipping. . Sample containers should be placed upright in the cooler, and protective material such as bubble wrap should be placed around the sample containers. Do not stack glass containers or lay them on their side, as doing so increases the chance of them breaking. . Fill the cooler no more than 50 percent with sample containers. Fill all the remaining void space in the cooler with protective material and ice to avoid breakage during transport. At least 1/3 of total cooler space should be taken up by ice. When in doubt, use more ice. . Ice that is double bagged in sealable plastic bags should be distributed over the top of the samples. . Additional protective material should then be added to the cooler. . Ensure that a temperature blank bottle and trip blank (if needed) is in each cooler and included on the COC form. . Total weight must be less than 30 pounds. E.3. Air Canister Guidelines . If possible, reuse the cardboard box provided by the laboratory. If not possible, use a sturdy cardboard box to contain the air canister and associated regulator. . Include bubble wrap as necessary to reduce movement of the canister and regulator during shipment. . Use clear packing tape to secure the box during shipment. E.4. COC Guidelines . The sampler should relinquish the samples by signing and indicating the date and time that the samples were relinquished to the shipper. The shipping company agent is not required to sign the COC form. . Field personnel should retain a copy of the COC form and attach it to the field notes. . The COC form should be placed in a sealable plastic bag and taped to the inside of the cooler lid or placed inside the cardboard box. At least one COC form should be placed in each cooler that is sent to the laboratory. E.5. Custody Seal Guidelines . Close the top of the cooler and rotate/shake the cooler to verify that the contents are packed so that they do not move. Add additional protective material if needed and reclose. . Place one custody seal on the front and on the back of the cooler in such a way that the opening of the cooler will destroy the seal. If shipping air canisters, place the custody seal where the cardboard box flaps meet. . Tape the cooler or the cardboard box shut with clear packing tape, wrapping all the way around each end. Be sure to tape over the custody seals. Any printed copy of this document is considered uncontrolled Page 417 of 422 Standard Operating Procedure Creation Date: Issue Date: Rev.: Environmental Consulting 08/21/2015 08/12/2016 2 SOP 603 – Sample Shipping Page 4 of 4 E.6. Shipping Guidelines . Samples sent by private carrier (UPS, FedEx, etc.) will be accompanied by a bill of lading or other shipping document. Shipping documentation should be saved as part of the permanent record. DOT, USPS, and FAA shipping/labeling regulations must be followed. The contents should be described on the shipping documents as “non-hazardous environmental samples” unless the samples are known to be hazardous such as methane gas samples. If hazardous, contact the laboratory for special shipping instructions. Fill out the correct shipping paperwork with the correct shipping address for the laboratory and tape to the top of the cooler or shipping box. Wrap packing tape around the entire cooler or shipping box. Retain copies of all shipment records as provided by the shipper. . The cooler or shipping box should be shipped to “Laboratory Sample Receiving” marked “Deliver to addressee only,” and the laboratory should be notified of its approximate delivery date and time. . Deliver the cooler or have the cooler picked up by an overnight carrier that guarantees 24-hour delivery. Consideration should be given to the expected delivery date and the weather. The preferred carriers are shown below in order of preference. . Contract shipper such as Speedee (Minnesota only). . UPS through Braun Intertec Document Center or front desk (Minneapolis only). . UPS through retail outlet. . FedEx – may require an explanation stating the container is non-hazardous or the canister is not a cylinder, contains air, is non-flammable, and is not under pressure. . US mail – no special marking required. E.7. Data and Records Management The original request for COC form is maintained by the laboratory in accordance with their file retention guidance. A copy of the record should be provided to the project manager or designee with a copy of the sampling field notes by the field personnel immediately after sample check-in. E.8. Quality Assurance Quality Control Quality assurance/quality control (QA/QC) procedures described in the work plan should be followed. The project manager or designee should review the COC form as soon as possible after sample check-in to verify that the information on the COC form is correct. Any printed copy of this document is considered uncontrolled Page 418 of 422 STAFF REPORT Meeting Date: May 26, 2026 ROGERS CITY COUNCIL Agenda Item: 7.3 Subject: Legislation Related to In-Person Absentee/Early Voting Period Prepared By: Stacie Brown, City Clerk Recommended Council Action Motion to select the option to conduct 18 days of in-person Early Voting utilizing a ballot tabulator in the City of Rogers in 2026. Overview / Background / Analysis A bill proposing various election law amendments (HF4240) has passed both the Minnesota House of Representatives and the Senate, which the Governor signed into law on May 18th. This bill contains a provision allowing municipalities who administer Absentee Voting to opt to conduct 18 days of Early Voting rather than 46 days of Absentee/Early Voting. The League of Minnesota Cities has been advocating for this change for a few years in the interest of providing clear processes for voters, and more efficient use of city resources. Currently, voters who arrive to vote in person during the first 28 days of the 46-day period are not able to place their ballots directly into a tabulator. This causes confusion and in some cases, frustration. This period is referred to as "Absentee Voting", when a voter completes a ballot application and places their voted ballot in a series of envelopes (similar to those returned by mail). These envelopes are processed after the voter has left the building, and forwarded to Hennepin County for counting on the 18th day before Election Day. Despite promotion and publication on the City website and newsletter, a small percentage of voters opt to use this method. During the last 18 days before Election Day ("Early Voting"), voters are able to complete an abbreviated ballot application and vote using a ballot tabulator, which has been the peak time for turnout. While many voters are comfortable with the envelope method, most have expressed a preference for using a ballot tabulator, which is apparent based on the data. Cumulatively, in 2024, approximately 6% of registered voters in Rogers voted during the first 28 days, contrasting with approximately 32% voting in the last 18 days. From a staffing perspective, the City has a minimum of two Election Judges (for party balance) working daily throughout the entire 46-day period. There are many days when no votes are cast during the first few weeks. In Presidential Election years, there are three Election Days, requiring 138 days of staffing, and two Election Days in mid-term years, requiring 92 days of staffing. In 2024, Election Judge wages for the three 46-day periods totaled approximately $22,168.00. If the City had only needed staffing for the Page 419 of 42218-day periods, the total would have been approximately $10,500.00. During the 46-day period, other election duties of the City Clerk include training and scheduling of Election Judges (for early voting and Election Day), preliminary and public equipment testing, security planning, statutory publication and posting deadlines, and setting up the precincts for Election Day. Much of this work is deadline-driven; falling in the first few weeks of Absentee Voting. Having the ability to complete these tasks ahead of conducting Early Voting would help reduce conflicting priorities. Additionally, the process of issuing ballots in the Statewide Voter System changes between the first 28 and last 18 days. This requires additional judge training and a shift in documentation, increasing the possibility of errors through having two different processes. Hennepin County has expressed support for what each city determines is appropriate for their situation, and has requested to be notified of Council's decision by June 1, 2026 for this year's elections. Should the Council opt to switch to the 18-day option, voters would still have the ability to vote by mail during the entire 46-day period. The County has confirmed they have the ability to handle any additional ballots they would receive directly for cities opting to move to the 18-day format. As of the time of this staff report, the understanding is that cities would need to notify the County of their preference between the 46-day or 18-day models on an annual basis. Staff Recommendation Motion to select the option to conduct 18 days of in-person Early Voting utilizing a ballot tabulator in the City of Rogers in 2026. Financial Impact: Savings of up to Source Fund: $11,000 per election year Budgeted? Supporting Documentation A. 2024 Absentee Voting Statistics by Period - City of Rogers B. SVRS Reports by Period - 2024 C. 2024 Election Judge Expenses - 46 days vs.18 days Page 420 of 422 2024 In-Person Absentee/Early Voter Turnout - City of Rogers Total 2024 In-Person Absentee/Early Voters: 4091 Total Registered Voters as of 2024 General: 11,101 Percentage of Total Registered Voting Before Election Day: 36.85% 2024 In-Person Absentee/Early Voters by Election Date First 28 Days (Jan 19 - Feb 15) Last 18 Days (Feb 16 - Mar 5) Presidental Nomination Primary (03/05/2024): 23 40 State Primary (08/13/2024): 19 32 State General (11/05/2024): 647 3444 Full Year Totals: 689 3516 Percentage of Total Rogers In-Person/Early Voter Turnout by Election Date First 28 Days (Jan 19 - Feb 15) Last 18 Days (Feb 16 - Mar 5) Presidental Nomination Primary (03/05/2024): 0% 0% State Primary (08/13/2024): 0% 0% State General (11/05/2024): 6% 31% Full Year Totals: 6.21% 31.67% Page 421 of 422 2024 First 28 Days - Election Judge Cost per Cycle Presidential Nomination Primary $ 3,081.25 State Primary: $ 3,319.25 General: $ 5,253.00 2024 Total - 84 Days: $ 11,653.50 2024 Last 18 Days - Election Judge Cost per Cycle Presidential Nomination Primary $ 2,261.00 State Primary: $ 3,009.00 General: $ 5,244.50 2024 Total - 54 Days $ 10,514.50 Page 422 of 422