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City Council Regular Session - Agenda Packet - June 1, 2026
THE CITY COUNCIL OF WATERLOO, IOWA REGULAR SESSION TO BE HELD AT Harold E. Getty Council Chambers Monday, June 1, 2026 5:30 PM CITY OF WATERLOO COMMUNITY VISION PLAN 1. Fly the W: To develop a sense of pride and relationship between residents and the City of Waterloo, and then leverage that pride to communicate the City's attributes to external audiences. 2. Elevate Housing: Redevelop, renovate, or improve 800 residences in Waterloo in eight years by providing access to capital. 3. Celebrate and Connect Neighborhoods: To leverage Waterloo's rich tradition of neighborhoods by celebrating and connecting them with the community and region at large. 4. Waterloo Works: Grow a diverse and skilled workforce in Waterloo that connects people and employers for mutual growth. 5. Crossroads Doubledown: Re-energize the Crossroads Mall area into a sports/recreation-themed gravitational center. 6. Power Up Downtown: Keep Waterloo's core downtown evolving to meet the needs of future generations, supporting and showcasing arts and cultural opportunities and creating an experience like no other. 7. Sportstown USA: To generate excitement, develop youth, and drive investment and economic impact from year-round visitors. 8. Community of Opportunity: Eliminate barriers that keep Waterloo residents, and the community as a whole, from reaching its true potential, creating an equitable, thriving, and sustainable community for future generations. Waterloo is a Community of Opportunity, where everyone can prosper. GENERAL RULES FOR PUBLIC PARTICIPATION REGULAR SESSION AGENDA A. Iowa Code Chapter 21 gives the public the right to attend council meetings, but it does not require cities to allow public participation except during public hearings. The public is required to follow the rules listed in this article when speaking during any meeting of the city council. B. At the presiding officer's discretion, individuals may address the presiding officer by stepping to the podium, and after recognition by the presiding officer, shall state their name, address, and group affiliation, if appropriate, and speak clearly into the microphone. C. Comments shall be germane and refrain from personal, impertinent, or slanderous remarks. D. Cell phones and electronic devices shall be set to silent prior to the start of the meeting. RULES FOR PUBLIC COMMENT SECTION OF THE AGENDA A. Individuals shall speak one (1) time on only one (1) issue for a maximum of three (3) minutes During the public comment section of the agenda. The public shall not be required to pre-register to speak during public comment. Individuals shall only speak on matters not listed on the regular agenda for that date. Any matter presented shall be directed to the presiding officer and addressed, if necessary, after the meeting. B. Council members may speak during public comment portion of the agenda after the public has finished speaking C. City staff shall not be required to provide an immediate answer to a matter presented during a council meeting unless it specifically pertains to an item on the agenda RULES FOR PUBLIC COMMENT DURING PUBLIC HEARINGS Individuals may speak during the public comment portion of a scheduled public hearing for a maximum of three (3) minutes or may submit written comments to the city clerk by four o'clock (4:00) P.M. on the day of the public hearing. Groups of citizens with similar viewpoints are encouraged to select a representative to share the viewpoint of the group. RULES FOR PUBLIC COMMENT DURING AGENDA ITEMS At the discretion of the presiding officer, individuals may speak for a maximum of three (3) minutes when the council discusses agenda items. This section does not apply to businesses or parties directly involved in agenda items. Roll Call. Prayer or Moment of Silence. Pledge of Allegiance, Kelley Felchle, City Clerk. Approval of Agenda as proposed or amended. Approval of Minutes of the May 5, 2026, Council Regular Session as proposed or amended. CONSENT AGENDA The consent agenda is reserved for routine resolutions and motions, acted upon by roll call vote on a single motion without discussion. Council shall either vote yea or nay when the roll is called. Council members may request that an item be removed from the consent agenda and considered separately. Such a request does not require a second. The public shall be prohibited from requesting that items listed on the consent agenda be removed and considered separately. The public may contact council members with questions regarding consent agenda items. 1-4A-16(A)(8). 1. Bills Payment, Finance Committee Invoice Summary Report, a copy of which is on file in the office of the City Clerk. 2. Resolution approving the request of Dan Holschlag for a waiver for a concrete driveway, located at 1103 Upton Avenue (approach on Aladdin Street), with the elimination of the sidewalk section due to inability to meet grade requirements. 3. Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as June 25, 2026, and date of public hearing as July 20, 2026, in conjunction with Asbestos Abatement Services, Contract AB-2026-06-01P (1442 Sycamore Street, former Rath buildings), and instruct the City Clerk to publish notice. 4. Resolution setting the date of public hearing as July 6, 2026, to approve the final selection of route and authorizing to acquire or condemn necessary property for right-of-way, permanent easements, and temporary easements related to the Katoski Drive/Huntington Road reconstruction, generally located east and south of 1350 Katoski Drive, extending to the west city limits line, and instruct the City Clerk to publish public notice. 5. Resolution approving award of hotel/motel tax council discretionary funds to the Americans for Independent Living, in the amount of $20,000.00, for the Field of Honor Project, commemorating America’s 250th Anniversary and honoring veterans, active military personnel, and those who have served our nation. 6. Motion to approve Change Order No. 01 with K and W Electric, Inc., of lump sum modification, for a net increase of $38,822.50, in conjunction with Broadway Traffic Adaptive Project, Contract No. 785, and authorizing the Mayor and City Clerk to execute said document. 7. Communication from the Street Department on the notice of the conclusion of employment of Haris Tricic, Equipment Operator II, effective May 1, 2026, with recommendation of approval of payout of $4,279.22 for unused benefits. 8. Motion to receive and file Leisure Services Commission Board minutes of April 14, 2026. 9. Motion to receive and file Airport Board minutes of April 13, 2026. 10. Sara Varda, Board/Commission: Civil Service Commission, Expiration Date: June 1, 2032, New appointment. 11. Emily Hanson, Board/Commission: Waterloo Convention and Visitors Bureau, Expiration Date: June 1, 2029, New appointment. 12. Liquor Licenses American Legion, 728 Commercial Street, Class C w/Sunday Sales, (Ownership Update) Exp:06/14/2026. CVS Pharmacy 8544, 1825 E. San Marnan Drive, Class E w/Sunday Sales (Renewal) Exp:05/31/2027. Edo's Sports Bar, 110 E. 11th Street, Class C w/Sunday Sales, (Renewal) Exp:05/07/2027. Fraternal Order of Eagles No. 764, 202 E, 1st Street Class F w/Sunday Sales (Ownership Update) Exp:07/14/2026. Hickory House, 315 Park Road, Class C w/Sunday Sales (Ownership Updates) Exp:05/23/2027. Metro Mart 1, 3201 W. 4th Street, Class B w/Sunday Sales (Renewal) Exp:07/06/2027. Metro Mart 4, 2332 Falls Avenue, Class E w/Sunday Sales (Renewal) Exp:06/30/2027. National Cigar Store/Sycamore Convenience, 617-619 Sycamore Street, Class E w/Sunday Sales, (Renewal) Exp:03/11/2027. Walgreens 10855, 1850 Logan Avenue, Class E w/ Sunday Sales (Renewal) Exp:06/16/2027. Wal-Mart Supercenter 1496, 1335 Flammang Drive, Class E w/Sunday Sales (Premises Update) Exp:09/30/2026. 13. Cigarette/Tobacco/Nicotine/Vapor Permits BJ's Sports Bar and Billiards, 110 IDA Street (Retail Tobacco) Club Ambassador, 313 W. 5th Street (Machine) K-ZAR, 1761 Independence Avenue, (Retail Tobacco) Logan Avenue Convenience Store, 735 Logan Avenue (Retail Tobacco) Logan Avenue Convenience Store, 735 Logan Avenue (Device Permit) Ray's Supermarket, 1975 Franklin Street (Retail Tobacco) Smoke.O.S., 1509 Flammang Drive (Retail Tobacco) Walgreens No. 10855, 1850 Logan Avenue (Retail Permit) Walgreens No. 3590, 3910 University Avenue (Retail Permit) RESOLUTIONS 1. Resolution approving an Employment Agreement with Rob Duncan for the position of Police Chief, and authorizing the Mayor to execute said document. Submitted by: Dave Boesen, Mayor 2. Resolution approving a Cost Optimization Engagement Agreement with Merchant Cost Consulting LLC, for analyzing merchant services accounts and provide comprehensive cost optimization, advisory, audit, negotiation, and vendor management services across our merchant services, and authorizing the Mayor to execute said document. Submitted by: Bridgett Wood, Finance Director 3. Resolution approving an Educational Services Contract with Grout Museum, Inc., in the amount of $625,000.00, to provide educational services and enhance the quality of life for the residents of Waterloo, Iowa, from July 1, 2026 - June 30, 2027, and authorizing the Mayor to execute said document. Submitted by: Bridgett Wood, Finance Director 4. Resolution approving award of Parking Operations and Management Services RFP to PCI Municipal Services LLC, and approving an agreement for parking operations management with said company with a start date of July 1, 2026, with a five year term and renewal options as listed in said agreement, and authorizing Mayor and City Clerk to execute said document. Submitted by: Bridgett Wood, Finance Director, Safiah Elahi, Traffic Operations Director 5. Resolution approving a Second Amendment and Collateral Assignment of the Development Agreement with BKKS Holdings, LLC and Farmers State Bank, and authorizing the Mayor to execute said document. Submitted by: Noel Anderson, Community Planning and Development Director 6. Resolution approving First Amendment to the Development Agreement with Perry and Michelle Gamblin, originally executed June 3, 2024, extending the timeline by twelve months for the construction of a minimum twenty-four-foot by twenty-four-foot accessory structure, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Noel Anderson, Community Planning and Development Director 7. Resolution approving a Development and Minimum Assessment Agreement with Black River Bells, LLC, for the construction of an approximately 2,000 square-foot commercial building with a minimum assessed value of $1,045,000.00, including CURA tax abatement, located at 2065 Logan Avenue, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Noel Anderson, Community Planning and Development Director 8. Resolution approving a Development and Minimum Assessment Agreement with Highlands Enterprises, LLC, for the renovation of property located at 4000 University, including fifteen years at fifty percent rebates and a minimum assessed value of $5,500,000.00, and authorizing the Mayor and City Clerk to execute said documents. Submitted by: Noel Anderson, Community Planning and Development Director 9. Resolution approving a Contract with Midwest Cleaning Pros, of Waverly, Iowa, in the amount of $103,848.00 annually, in conjunction with the cleaning of City Hall, Carnegie Annex, Waterloo Police Training Center, Veteran's Memorial Hall, and Parking Ramp attached to the Waterloo Building, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Noel Anderson, Community Planning and Development Director 10. Resolution approving an Acquisition Contract and accepting a deed to sell real property to the City of Waterloo, from Jonathan Swarts a/k/a Jonathon Swartz, in the amount of $60,000.00, for property located at 1708 and 1716 Lafayette Street and the lot between, and authorizing the Mayor and City Clerk to execute said documents. Submitted by: Noel Anderson, Community Planning and Development Director 11. Resolution approving a Permanent Easement Agreement with Love's Travel & Country Stores, Inc., to serve as a drainage easement, in conjunction with the FY 2024 Sergeant Road Trail Repairs, and authorizing Mayor and City Clerk to execute said document. Submitted by: Jamie Knutson, City Engineer 12. Resolution approving an Exchange Agreement with Peterson Contractors, Inc., of Reinbeck, Iowa, to allow the exchange of topsoil for fill material in the WARP subdivision, and authorizing the Mayor to execute said document. Submitted by: Jamie Knutson, City Engineer 13. Resolution approving Supplemental Agreement No. 1 with AECOM, of Waterloo, Iowa, in the amount of $54,200.00, in conjunction with the FY 2025 Biennial Bridge Review Program, and authorizing the Mayor to execute said document. Submitted by: Jamie Knutson, City Engineer 14. Resolution approving a Cooperative Agreement with the Iowa Department of Transportation, in the amount of $710,000.00, in conjunction with the FY 2027 Edwards Street Stormwater Lift Station Upgrades, Contract No. 1158, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Jamie Knutson, City Engineer 15. Resolution approving Professional Services Agreement with Strand Associates, Inc., of Madison, Wisconsin, in an amount not to exceed $128,000.00, for Design Services, Bidding-Related Services, and Construction-Related Services, in conjunction with final Effluent Building Electrical Updates at the Wastewater Treatment Plant, and authorizing the Mayor to execute said documents. Submitted by: Randy Bennett, Public Works Division Manager 16. Resolution approving a Construction-Related Services Agreement with AECOM Technical Services, Inc., of Waterloo, Iowa, in the amount of $385,800.00, in conjunction with the Rehabilitate Runway 18/36 Outside of Runway 12/30 Safety Area, FAA AIP Project No. 3- 19-0094-060, and authorizing the Mayor to execute said document. Submitted by: Steven Kjergaard, Director of Aviation 17. Resolution approving a Professional Services Agreement with HDR Engineering, Inc., of Cedar Rapids, Iowa, in the amount of $13,525.00, for a concept statement in conjunction with the Ridgeway Avenue and Hammond Avenue Roundabout, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Safiah Elahi, Traffic Operations Director ORDINANCES 1. An ordinance amending the City of Waterloo Traffic Code by amending subsection (88) Kimball Avenue, of section 543, thru streets. Motion to receive, file, consider, and pass for the first time an ordinance amending the City of Waterloo Code of Ordinances Section 543 (88). Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt said ordinance. Submitted by: Safiah Elahi, Traffic Operations Director 2. An ordinance amending the City of Waterloo Traffic Code by amending subsection (29) Kimball Avenue and Mitchell Avenue, of section 544, All-way stop intersection. Motion to receive, file, consider, and pass for the first time an ordinance amending the City of Waterloo Code of Ordinances Section 544 (29) Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt said ordinance. Submitted by: Safiah Elahi, Traffic Operations Director PUBLIC COMMENTS Iowa Code Chapter 21 gives the public the right to attend council meetings but it does not require cities to allow public participation except during public hearings. The City of Waterloo encourages the public to participate during the Oral Presentations by following the rules listed on the front of the agenda. ADJOURNMENT Motion to adjourn. Kelley Felchle City Clerk COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Jamie Knutson, City Engineer Engineering Department June 1, 2026 AGENDA ITEM TITLE Resolution approving the request of Dan Holschlag for a waiver for a concrete driveway, located at 1103 Upton Avenue (approach on Aladdin Street), with the elimination of the sidewalk section due to inability to meet grade requirements. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION Attached is a request for construction of a concrete driveway with the elimination of the sidewalk section due to the inability to meet requirements of the driveway at 1103 Upton Avenue. I have reviewed this request and recommend its approval subject to the following provisions: 1. Work to be performed by an approved and bonded contractor. 2. A permit is to be obtained from the office of the City Engineer prior to construction. 3. All work shall be performed under the supervision of the City Engineer at no cost to the City of Waterloo. $7.00 cash for the purpose of recording this waiver and a copy of the legal description have been provided to the City Clerk’s office. NEIGHBORHOOD IMPACT This is a waiver of the City’s Standard Specifications for Driveway Construction. It requires Council approval so that it can be recorded to the property, so that the waiver requirements run with the property ownership. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION Lot 1 in Block 1 in "Alladdin Addition" to the City of Waterloo, Iowa ATTACHMENTS 1. DW Waiver_1103 Upton Ave PROJECT TITLE PAGE 00 01 01 - 1 PROJECT MANUAL SPECIFICATIONS FOR ASBESTOS ABATEMENT Request For Bid (RFB) Contract AB-2026-06-01P Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 Prepared for: City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 Prepared by: Eocene Environmental Group 5930 Grand Avenue West Des Moines, Iowa 50266 Report date: June 2, 2026 Report funded by: United States Environmental Protection Agency (EPA) Multipurpose Grant BF-96705401 CERTIFICATIONS PAGE 00 01 05 - 1 CERTIFICATIONS PAGE PROJECT MANUAL for Specifications for Asbestos Abatement Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 Specifications Prepared By: _______________________________________ Jon Reis Eocene Environmental Group Accredited by the State of Iowa for Asbestos Project Design License #26-14276 Expires 01-04-2027 This document is the property of Eocene Environmental Group and shall not be reproduced in any format without written permission. TABLE OF CONTENTS 00 01 10 - 1 TABLE OF CONTENTS ASBESTOS ABATEMENT RATH BUILDINGS 1442 SYCAMORE STREET, WATERLOO, IOWA 50703 00 01 01 – PROJECT TITLE PAGE 00 01 05 – CERTIFICATIONS PAGE 00 01 10 – TABLE OF CONTENTS SECTION I – NOTICE OF REQUEST FOR BID SECTION II – INSTRUCTIONS TO BIDDERS SECTION III – SPECIAL TERMS AND CONDITIONS SECTION IV – SERVICE REQUIREMENTS SECTION V – METHOD OF EVALUATION SECTION VI – GENERAL TERMS AND CONDITIONS Supplemental Specifications 00 73 19 – HEALTH AND SAFETY REQUIREMENTS 01 00 00 – GENERAL REQUIREMENTS 01 10 00 – SUMMARY 01 30 00 – ADMINISTRATIVE REQUIREMENTS 01 50 00 – TEMPORARY FACILITIES AND CONTROLS 02 81 00 – TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS 02 82 00 – ASBESTOS REMEDIATION EXHIBITS Exhibit A – Signature Page Exhibit B – Bid Items and Quantities Exhibit C – Contract for Asbestos Abatement Services Exhibit D – Property Location Map Exhibit E – Property Access and Staging Map Exhibit F – Asbestos Containing Materials Inspection Reports Exhibit G – Asbestos Sample Location Maps – Separated By Area Exhibit H – Asbestos Diagrams and Field Forms • 3-chamber, Pre-Cleaning, Visual Inspection, Waste Shipment Record Exhibit I – Iowa DNR 10-Day Notification Form (Online Link) Exhibit J – Davis-Bacon Prevailing Wage Term and Condition NOTICE OF REQUEST FOR BID SECTION I - 1 SECTION I NOTICE OF REQUEST FOR BID 1.0 Receipt and Opening of Bid The City of Waterloo is seeking sealed bids for the abatement, removal, and disposal of asbestos containing materials of the Rath Buildings located at 1442 Sycamore Street, Waterloo, Iowa 50703. All bids must be received in a sealed envelope in the City Clerk’s Office, Waterloo City Hall, 715 Mulberry Street, Waterloo, Iowa 50703 (date and time stamped) by Thursday, June 25, 2026, at 1:00 p.m. (our clock), Central Time, in order to be considered. City Hall is located at 715 Mulberry Street, Waterloo, Iowa. Bids sent electronically or via facsimile will not be accepted. The mailing container should be marked as noted below and include the name of the company submitting the bid. 1.1 RFB Timeline Name of the Bid: Asbestos Abatement Contract AB-2026-06-01P Notice of RFB Date: June 2, 2026 Mandatory Walk Thru Date: There will be a mandatory walk through on Thursday, June 11, 2026, at 9:00 a.m. Bidders that do not have a representative in attendance at this walk through are NOT eligible to bid on this contract. See Section 4.5 for additional details. It is recommended Bidder representatives have a respirator available for use. Deadline for Bid Submittal: Thursday, June 25, 2026, at 1:00 p.m., Central Time Submit Sealed Bid to: Address exactly as stated: SEALED RFB FOR ASBESTOS ABATEMENT SERVICES - CONTRACT AB-2026-06-01P City Hall City Clerk’s Office 715 Mulberry Street Waterloo, IA 50703 Method of Submittal: Mail or Overnight Delivery, In Person (No Electronic or Fax Submittals) NOTICE OF REQUEST FOR BID SECTION I - 2 Contact Persons, Title: Aric Schroeder, City Planner/Project Manager (City’s Representative) Jon Reis, Eocene Environmental Group Project Manager (City Consultant Representative) E-mail Addresses: aric.schroeder@waterloo-ia.org jreis@eocene.com Phone: 319-291-4366 (City’s Representative) 515-473-6256 (City Consultant Representative) 1.2 The City reserves the right to accept or reject any or all bids and to waive any informalities or irregularities in bids if such waiver does not substantially change the offer or provide a competitive advantage to any Bidder. The City reserves the right to defer acceptance of any bid for a period not to exceed ninety (90) calendar days from the date of the deadline for receiving bids. 1.3 The City is not responsible for delays occasioned by the U.S. Postal Service, the internal mail delivery system of the City, or any other means of delivery employed by the Bidder. Similarly, the City is not responsible for, and will not open, any bid responses that are received later than the date and time stated above. Late bids will be retained in the RFB file, unopened. No responsibility will be attached to any person for premature opening of a bid not properly identified. 1.4 Bids will be opened on Thursday, June 25, 2026, at 1:00 pm (our clock) Central Time in the second floor Council Chambers and will be streamed live on the City of Waterloo’s YouTube Channel. The main purpose of this opening is to reveal the name(s) of the Bidder(s), not to serve as a forum for determining the award. The awarding of the Contract is anticipated to be within 90 days of the bid opening. The Waterloo City Council will conduct a public hearing on the proposed plans, specifications, form of contract, and estimate of cost for the project at 5:30 p.m. on Monday, July 20, 2026, in the Harold E. Getty Council Chambers in City Hall, 715 Mulberry Street. Any person interested may file written objection thereto with the City Clerk before the date set for said hearing, or appear and make objection thereto with the City Clerk before the date set for said hearing, or appear and make objection at the hearing. Contact the City Clerk’s Office at 319-291-4323 or clerks@waterloo-ia.org with questions about speaking at a public hearing. 1.5 Bids will be evaluated promptly after opening. After an award is made, a bid summary will be sent to all companies who submitted a bid. Bids may be withdrawn anytime prior to the scheduled closing time for receipt of bids; no bid may be modified or withdrawn for a period of ninety (90) calendar days thereafter. ***END OF SECTION*** INSTRUCTIONS TO BIDDERS SECTION II - 1 SECTION II INSTRUCTIONS TO BIDDERS 2.0 The Bid shall include the attached signature page (Exhibit “A”), properly completed. A company representative who is authorized to bind the company will sign on behalf of the company to indicate to the City that you have read all provisions of the RFB and agree to all terms and conditions, except as provided in paragraph 2.4 below. By making a Bid, the Bidder represents that they have examined the subject property. Any questions about the meaning or intent of the specifications must be submitted no later than seven days prior to the Deadline for Bid Submittal listed above. The City of Waterloo reserves the right to reject any or all bids, and to accept in whole or in part, the bid, which, in the judgment of the bid evaluators, is the most responsive and responsible bid, that offers the greatest value to the City with regard to the criteria detailed and the specifications set forth herein. The City will select a Bidder based on knowledge of experience and qualifications, and past experience with Bidder, cost will not be the sole determining factor. A Bidder’s submittal of a bid constitutes its acceptance of this evaluation technique and its recognition and acceptance that subjective judgments will be used in the evaluation. Evaluation criteria may include, but are not limited to: i. Satisfactory experience in the timely completion of work; ii. Bidder’s reputation and financial status; iii. Past experience and service provided by the Bidder; iv. Bidder’s ability to meet the insurance and bonding requirements; and v. Bidders ability to immediately fully staff the project with certified, licensed staff. 2.1 General Liability Insurance with limits of liability of at least $1,000,000 per occurrence and $2,000,000 general aggregate combined single limit, for Person Injury, Bodily Injury and Property Damage is required. At a minimum, coverage for Premises, Operations, Products and Completed Operations shall be included. This coverage shall protect the public or any person from injury or property damages sustained by reason of the Contractor or its employees carrying out their work. The Contractor shall provide certificate of insurance having the City of Waterloo as additional insured. Also required is Pollution Liability Insurance, which shall be True Occurrence, not Claims Made. The insurance shall cover all asbestos and hazardous materials liability aspects of the project, including the project site, during transportation from the project site to the disposal site, and during unloading operations at the disposal site. Additionally, coverage shall include all costs of the cleanup of any releases to the environment of any asbestos-containing materials or hazardous materials during project abatement, and transportation for disposal. Such coverage shall have limits of no less than $1,000,000 per occurrence and $2,000,000 per project aggregate. 2.1.1 The City reserves the right to require increased liability limits, not to exceed Fifteen Million Dollars ($15,000,000) from bidders, should the project represent an elevated hazard level to the City as determined by the Insurance Committee. 2.1.2 Commercial General Liability Insurance Policy, including but not limited to, insurance for premises construction operations (when applicable), contractual INSTRUCTIONS TO BIDDERS SECTION II - 2 liability, completed operations with respect to liability arising out of the ownership, use, occupancy or maintenance of the premises and all areas appurtenant thereto, to afford protection with respect to bodily injury, personal injury, death or property damage of not less than One Million Dollars ($1,000,000) per occurrence combined single limit/Two Million Dollars ($2,000,000) general aggregate. 2.1.3 Comprehensive Automobile Liability Insurance Policy with limits for each occurrence of not less than One Million Dollars ($1,000,000) Combined Single Limit with respect to bodily injury, property damage or death. 2.1.4 Workers Compensation Insurance Policy or similar insurance in form and amounts required by law. 2.1.5 Coverage must be maintained by a financially stable carrier with a minimum AM Best rating of A- or above. It will be the outside party’s responsibility to provide proof of their carriers rating. 2.1.6 The City of Waterloo, Iowa will be named as an additional insured with respect to all casualty insurance policies. 2.1.7 Certificate of insurance will be submitted to the City Clerk prior to commencement of the Contract/agreement and shall include a thirty-day notice of cancellation provision. 2.1.8 If the outside party fails to perform any of its obligations under the City’s Insurance and Policy Requirements, Waterloo reserves the right to either purchase the required insurance coverage and assess the cost directly to the outside party, or to declare the outside party’s bid invalid. 2.2 A bid guarantee from each Bidder equivalent to five percent (5%) of the bid price is required. The bid guarantee shall consist of a firm commitment, such as a bid bond, certified check, or other negotiable instrument acceptable to the City, as assurance that the Bidder will, upon acceptance of its bid, execute such contractual documents as may be required within the time specified. The successful Bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the Contract price and shall be issued by a responsible surety acceptable to the City. The bond shall guarantee the faithful performance of the Contract and the terms and conditions therein contained, shall guarantee the prompt payment of all materials and labor and protect and save harmless the City from claims and damages of any kind arising out of the performance of the Contract. 2.3 This Request for Bid does not commit the City to make an award, nor will the City pay any costs incurred in the preparation and submission of bids, or costs incurred in making necessary studies for the preparation of bids. INSTRUCTIONS TO BIDDERS SECTION II - 3 2.4 Important Exceptions to Contract Documents - The Bidder shall clearly state in the submitted bid any exceptions to, or deviations from, the minimum bid requirements, and any exceptions to the terms and conditions of this RFB. Such exceptions or deviations will be considered in evaluating the bids. Any exceptions should be noted on the Signature Page. Companies are cautioned that exceptions taken to this RFB may cause their bid to be rejected. No additional exceptions shall be allowed after submittal of a bid. 2.5 Incomplete Information - Failure to complete or provide any of the information requested in this RFB, including references, and/or additional information as indicated, may result in disqualification by reason of "non responsiveness". 2.6 The Bidder hereby agrees to conform with all provisions of the Federal Civil Rights Act; The Code of Iowa, Chapter 216 Civil Rights Commissions rules and regulations; and conform to provisions set for in Iowa Code 692A.11. The Bidder certifies that they are permitted by the Iowa Workforce Development to conduct asbestos abatement in the State of Iowa. The Bidder hereby agrees that they will comply with all federal and state affirmative action/equal employment opportunity requirements concerning fair employment and will not discriminate between or among by reason of race, color, religion, sex, national origin, or physical handicap. The Bidder hereby agrees that they will make any and all supervisors and workers assigned to duties on the project for which this bid has been submitted aware of their duties under the Contract Documents, including these Project Specifications, and other documents presented as part of this project and all federal, state, and local laws and regulations. 2.7 The Bidder shall call to the City’s attention, prior to signing a contract, any omissions or errors noted in the Specifications or Scope of Work that are at odds with the intent of the bid documents, the project, or any federal, state, or local laws or regulations. The Bidder, by submitting a bid and bid security, acknowledges that they forfeit the bid security upon failure to enter into such contract. ****END OF SECTION**** SPECIAL TERMS AND CONDITIONS SECTION III - 1 SECTION III SPECIAL TERMS AND CONDITIONS 3.0 Term of Contract 3.0.1 The initial term of the Contract shall be for approximately thirty (30) weeks, anticipated to be from July 21, 2206 to February 17, 2027. 3.0.2 The City and the Contractor may renew the original Contract for one (1) week time periods by mutual agreement. Two (2) week’s notice must be given to renew the Contract for additional increments. City’s Project Manager may administratively approve up to four (4) one (1) week time period renewals. Further renewals will require approval of the City Council as an amendment to the Contract. 3.0.3 A Contract, approved by the City Council and signed by the Mayor, shall become the document that authorizes the Contract to begin, assuming the insurance and bond requirements have been met. Each section contained herein, any addenda and the response (Bid) from the successful bidder, and all exhibits to the RFB shall also be incorporated by reference into the resulting Contract. 3.0.4 No price escalation will be allowed during the initial term of the Contract. If it is mutually decided to renew beyond the initial period and the Contractor requests a price increase, the Contractor shall provide documentation on the requested increase. The City reserves the right to accept or reject price increases, to negotiate more favorable terms, or to terminate (or allow to expire) without cost, the future performance of the Contract. 3.0.5 The total actual expenses shall not exceed the amount allowed by the project Contract, including any renewal extensions thereof, unless amended by written agreement (change order). 3.1 Agreement Forms 3.1.1 After award, the Bidder will be required to enter into a written contract with the City that is substantially in the form attached hereto as Exhibit “C”. 3.1.2. Termination for Cause. In the event that Contractor defaults in the performance or observance of any covenant, agreement or obligation set forth in the Contract, and if such default remains uncured for a period of seven (7) days after notice thereof shall have been given by City to Contractor (or for a period of fourteen (14) days after such notice if such default is curable but requires acts to be done or conditions to be remedied which, by their nature, cannot be done or remedied within such 14-day period and thereafter Contractor fails to diligently and continuously prosecute the same to completion within such 14-day period), then City may declare that Contractor is in default under the Contract. 3.1.3 Termination for Convenience. The Contract may be terminated at any time, in whole or in part, upon the mutual written agreement of the parties. City may also choose SPECIAL TERMS AND CONDITIONS SECTION III - 2 to terminate the Contract at any time by delivering to Contractor 10-days’ advance written notice of intent to terminate. 3.1.4 Remedies. If Contractor is in default of the Contract and has not cured said default as set forth in Section 3.1.2 above, the City may take any one or more of the following steps, at its option: 3.1.4.1 by mandamus or other suit, action or proceeding at law or in equity, require Contractor to perform its obligations and covenants under the Contract, or enjoin any acts or things which may be unlawful or in violation of the rights of the City under the Contract, or obtain damages caused to the City by any such default; 3.1.4.2 have access to and inspect, examine and make copies of all books and records of Contractor which pertain to the project; 3.1.4.3 declare a default of the Contract, make no further disbursements, and demand immediate repayment from Contractor of any funds previously disbursed under the Contract; 3.1.4.4 terminate the Contract by delivering to Contractor a written notice of termination; and/or 3.1.4.5 take whatever other action at law or in equity may be necessary or desirable to enforce the obligations and covenants of Contractor under the Contract, including but not limited to the recovery of funds. 3.1.4.6 No delay in enforcing the provisions hereof as to any breach or violation shall impair, damage or waive the right of City to enforce the same or to obtain relief against or recover for the continuation or repetition of such breach or violation or any similar breach or violation thereof at any later time or times. In the event that City prevails against Contractor in a suit or other enforcement action under the Contract, Contractor agrees to pay the reasonable attorneys’ fees and expenses incurred by City. 3.2 Terms of Payment 3.2.1 Invoices for services authorized under this Contract shall be submitted as “lump sum” after services are delivered and accepted, although the City may, at the City’s sole option, provide partial payment for partial work completed. 3.2.2 For accounting purposes, all invoices shall contain a sufficient level of detail regarding all services provided and allowable expenses incurred, and be submitted to Eocene Environmental Group with supporting documentation by e-mail or US mail to: Attn: Eocene Environmental Group; c/o Jon Reis, 5930 Grand Avenue, West Des Moines, Iowa 50266. SPECIAL TERMS AND CONDITIONS SECTION III - 3 3.2.3 City has the right, at its discretion, to deny payment for any work by any Contractor if the total actual expenses exceed the amount allowed by the project Contract, including any renewal extensions thereof. The Contractor is not obligated to continue performance of services under this Agreement or otherwise incur costs in excess of the total actual expense allowed unless an amendment to the Contract is approved, and the City notifies the Contractor, in a written amendment, of the City’s acceptance of the revised total actual expense allowed. 3.2.4 All work is to be done in strict compliance with this RFB. The City may withhold payment for reasons including, but not limited to, the following: unsatisfactory job performance or progress, defective work, disputed work, failure to comply with material provisions of the Contract, third party claims filed or reasonable evidence that a claim will be filed or other reasonable cause. ****END OF SECTION**** SERVICE REQUIREMENTS SECTION IV - 1 SECTION IV SERVICE REQUIREMENTS 4.0 Background The City of Waterloo, Iowa, is seeking bids for asbestos abatement services for: 1442 Sycamore Street (Rath Buildings). 4.1 Scope of Work The City of Waterloo is seeking a qualified asbestos abatement contractor or contractors to remove asbestos containing material (ACM). Bidder shall be responsible to familiarize itself with the specifications included in this RFB and to make a personal examination of the job site(s) and the physical conditions that may affect its bidding and performance under the Contract. The services to be performed under this Contract shall consist of the following: 4.1.1 All services must be performed in accordance with all applicable codes and ordinances of the City of Waterloo, Iowa, accepted professional standards and best practices, as well as all applicable Federal and State regulations, including but not limited to asbestos Statutes and Rules (published by the Iowa Department of Inspections, Appeals, & Licensing), 40 CFR Part 61, National Emissions Standards for Hazardous Air Pollutants (NESHAP), as well as applicable State regulations of the Iowa Department of Natural Resources (Iowa DNR), and requirements of the Occupational Safety and Health Administration (OSHA). The Contractor shall hold and maintain an asbestos permit issued by the Iowa Department of Inspections, Appeals, & Licensing, and all personnel who perform work on the Project shall hold and maintain an Iowa asbestos Contractor/Supervisor or Worker license issued by the Iowa Department of Inspections, Appeals, & Licensing. 4.1.2 Remove ACM as identified in the asbestos surveys included in Exhibit “F”. Assess and reasonably ascertain if there is any ACM that was not identified in the asbestos surveys included in Exhibit “F”. Removal of any non-identified ACM will be done by change order amendment to the Contract. Costs associated with this Contract shall be “lump sum”. If the abatement Contractor requires additional inspection and testing, if it is based on it being missed by the survey contractor or not sufficiently identified by the survey contractor (as determined by the City’s Representative), then the costs associated with the additional inspection and testing shall not be the responsibility of the abatement Contractor. However, if the re-inspection(s) and testing are required for failure of the asbestos abatement Contractor to remove all ACM, and missed ACM was clearly identified in the survey (as determined by the City’s Representative), the abatement Contractor shall be responsible for payment to the survey contractor for any reinspection and testing fees as part of the “lump sum” costs of this Contract. 4.1.3 Document amounts of ACM removed from the structure. SERVICE REQUIREMENTS SECTION IV - 2 4.1.4 Document ACM disposal at the Black Hawk County Landfill through the use of landfill tickets and provide copies to the project manager upon request. 4.1.5 At the request of the City given with reasonable advance notice, attend meetings of the City relative to the work set forth in this Agreement. 4.1.6 Provide other services as requested by the City as may be necessary to implement the asbestos abatement project. 4.1.7 Provide clearance certification that the structure(s) are clear of ACM and ready for demolition. The Contractor shall investigate the environmental condition, including the presence, location, and condition of ACM. Any failure of the Contractor to acquaint themselves with available information will not relieve them from the responsibility for determining the difficulty or cost of successfully performing the work. No increase in Contract cost will be considered due to the Bidder’s failure to physically verify all site attributes affecting the work, or other materials specified by the Contract Documents. The City is not responsible for any conclusions or interpretations made by the Bidder on the basis of the information made available by the City. The Contractor may have to demolish materials to gain access to some ACM. These items may include, but are not limited to interior walls (consisting of wood paneling, tile, block, drywall, plaster, brick, non-structural concrete, etc.), ceiling and floor demolition (acoustical ceiling tile, grid, electrical wiring, piping, glue pods and/or glued on ceiling tiles, floor tiles or other flooring, mechanical items, etc.); cabinets, shelves, dividers/cubicles/desks, furniture, piping, utilities, base boards, built-up roofing, etc. 4.2 Silence of Specifications – Commercially accepted practices shall apply to any detail not covered in this specification and to any omission of this specification. Any omission or question of interpretation of the specification that affects the performance or integrity of the service being offered shall be addressed in writing and submitted with the Bid. 4.3 The contractor that conducted asbestos surveys is not eligible to perform asbestos abatement on the same properties, and therefore is not eligible to bid on this RFB. 4.4 The Contractor shall complete the Project in an expeditious manner and shall commence work within ten (10) days after being notified by the City with a Notice to Proceed on any given property or properties. All work shall be completed and necessary reports and documentation provided within the Contract Term (anticipated to be approximately 30 weeks). If Contractor is prevented from timely completing the work because of circumstances beyond the Contractor’s reasonable control as determined by the City, the time for completion of the work will be tolled for a period of time equivalent to the stoppage resulting from such circumstances. The Contractor does hereby expressly acknowledge and agree that time is of the essence of this Contract, and, thus, failure by the Contractor to timely render and perform services hereunder shall constitute a material breach of the Contract. SERVICE REQUIREMENTS SECTION IV - 3 4.5 A mandatory walk thru will be required for 1442 Sycamore Street on Thursday, June 11, 2026 at 9:00 a.m. Bidders that do not have a representative in attendance at this walk thru are NOT eligible to bid on this contract. 1442 Sycamore Street is an abandoned commercial property, and has a sizable amount of debris in the building, and significant amounts of ACM to be abated. The building is multiple stories (as many as 7 stories in some locations) with approximately 900,000 square feet of floor area. It is expected that the walk thru will take a significant amount of time. A lunch break will be planned at noon with the walk thru continuing at 1pm. Additionally, there are two bid options: A) asbestos abatement of the entire structure, and B) asbestos abatement by area. There are three distinct areas for option B and they are shown on the Property Location Map in Exhibit “D”. Asbestos sample location maps separated by area are included in Exhibit “G”. Please Note: Due to the amount of asbestos debris in some locations, it is recommended Bidder representatives have a respirator available to use. Additionally, the Property is not currently secure and accessing all areas may require careful methods (such as an extension ladder or lift). Use caution when entering the property. ****END OF SECTION**** METHOD OF EVALUATION SECTION V - 1 SECTION V METHOD OF EVAULATION 5.0 Contract Award - Any Contract award(s) made by the City of Waterloo is subject to prior approval by the City of Waterloo City Council. 5.0.1 Award of Contract shall be made to the most responsible and responsive bid from a Company or Companies whose bid offers the greatest value to the City with regard to the criteria detailed and the specifications set forth herein. The City may select a Bidder or Bidders based on an “all or none” bid, on individual responses, or as is otherwise deemed to be in the best interest of the City. 5.1 Financial Terms will not be the sole determining factor in the award. To determine the award, the City will award a contract to the Bidder or Bidders offering services and experience that best represents the overall value to the City. 5.2 Bid Evaluation Procedures 5.2.1 Each bid will be evaluated based on experience and the evaluators’ judgment of how well the bid addresses the City’s requirements. Each prospective company is assured that any bid submitted will be evaluated using the best available information and without any forgone conclusions. 5.2.2 Consideration will also be given to solicited written clarification provided during the evaluation process and input from staff or other persons judged to have useful expertise that should be considered in a responsible, fair assessment of the relative merits of each bid. 5.3 A Bidder’s submission of a bid constitutes its acceptance of this evaluation technique and its recognition and acceptance that subjective judgments will be used by the evaluators in the evaluation. 5.4 Following the evaluation process, the award process is as follows: 5.4.1 The evaluators shall determine which Bidder or Bidders have submitted the best bid using the criteria set forth above, and make its recommendation to the City Council. 5.4.2 The City Council considers a resolution awarding the Contract or Contracts and authorizing the Mayor to execute the Contract(s) on behalf of the City. Note, no Contract shall be deemed to be created and exist unless and until the City Council adopts a resolution awarding the Contract and authorizes the Mayor to sign the Contract. 5.4.3 The Mayor executes the Contract(s). GENERAL TERMS AND CONDITIONS SECTION VI - 1 SECTION VI GENERAL TERMS AND CONDITIONS 1. LANGUAGE, WORDS USED INTERCHANGEABLY - The word CITY refers to the CITY OF WATERLOO, IOWA throughout these Instructions and Terms and Conditions. Similarly, PROPOSER refers to the person or company submitting an offer to sell its goods or services to the CITY, and CONTRACTOR refers to the successful bidder. 2. PROPOSER QUALIFICATIONS - No Proposal shall be accepted from, and no Contract will be awarded to, any person, firm or corporation that is in arrears to the City upon debt or Contract, that is a defaulter, as surety or otherwise, upon any obligation to the City, or that is deemed irresponsible or unreliable by the City. If requested, Proposers shall be required to submit satisfactory evidence that they have a practical knowledge of the particular supply/service proposal and that they have the necessary financial resources to provide the proposed supply/service as described in this Request for Proposal. 3. SPECIFICATION DEVIATIONS BY THE PROPOSER/ OFFEROR - Any deviation from this specification MUST be noted in detail, and submitted in writing in the Proposal. Completed specifications should be attached for any substitutions offered, or when amplifications are desirable or necessary. The absence of the specification deviation statement and accompanying specifications will hold the Proposer strictly accountable to the specifications as written herein. Failure to submit this document of specification deviation, if applicable, shall be grounds for rejection of the item when offered for delivery. If specifications or descriptive papers are submitted with Proposals, the Proposer’s name should be clearly shown on each document. 4. COLLUSIVE PROPOSAL - The Proposer certifies that the proposal submitted by said Proposer is done so without any previous understanding, agreement or connection with any person, firm, or corporation making a proposal for the same Contract, without prior knowledge of competitive prices, and it is, in all respects, fair, without outside control, collusion, fraud or otherwise illegal action. 5. SPECIFICATION CHANGES, ADDITIONS AND DELETIONS - All changes in Proposal documents shall be through written addendum. Verbal information obtained otherwise will NOT be considered in awarding of Proposals. 6. PROPOSAL CHANGES - Proposals, amendments thereto, or withdrawal requests received after the time advertised for Proposal opening, will be void regardless of when they were mailed. 7. HOLD HARMLESS AGREEMENT - The Contractor agrees to protect, defend, indemnify and hold harmless the City of Waterloo, its officers and employees, their agencies and agents, from any and all claims and damages of every kind and nature made, rendered or incurred by or in behalf of every person or corporation whatsoever, including the parties hereto and their employees that may arise, occur, or grow out of any acts, actions, work or other activity done by the Contractor, its employees, subcontractors or any independent contractors working under the direction of either the Contractor or subcontractor in the performance of this Contract. 8. PROPOSAL REJECTION OR PARTIAL ACCEP- TANCE - The City reserves the right to reject any or all Proposals. The City further reserves the right to waive technicalities and formalities in Proposals, as well as to accept in whole or in part such Proposals where it is deemed advisable in protection of the best interests of the City. 9. PROPOSAL CURRENCY/LANGUAGE - All proposal prices shall be shown in US Dollars ($). All prices must remain firm for the duration of the Contract regardless of the exchange rate. All proposal responses must be submitted in English. 10. PAYMENTS - Payments will be made for all goods/services delivered, inspected and accepted within 45 days and on receipt of an original invoice and all necessary supporting documentation. 11. MODIFICATION, ADDENDA & INTERPRETATIONS - Any apparent inconsistencies, or any matter requiring explanation or interpretation, must be inquired into by the Proposer in writing at least one (1) week prior to the time set for the Proposal opening. Any and all such interpretations or modifications will be in the form of written addenda. All addenda shall become part of the Contract documents and shall be acknowledged and dated on the signature page. 12. LAWS AND REGULATIONS - All applicable State of Iowa and federal laws, ordinances, licenses and regulations of a governmental body having jurisdiction shall apply to the award throughout as the case may be, and are incorporated here by reference. 13. SUBCONTRACTING - No portion of this Proposal may be subcontracted without the prior written approval by the City. 14. ELECTRONIC SUBMITTAL - Telegraphic and/or proposal offers sent by electronic devices (e.g. facsimile machines) are not acceptable and will be rejected upon receipt. Proposing firms will be expected to allow adequate time for delivery of their proposal either by airfreight, postal service, or other means. 15. CANCELLATION - Either party may cancel the award in the event that a petition, either voluntary or involuntary, is GENERAL TERMS AND CONDITIONS SECTION VI - 2 filed to declare the other party bankrupt or insolvent or in the event that such party makes an assignment for the benefit of creditors. 16. ASSIGNMENT - Proposer shall not assign this order or any monies to become due hereunder without the prior written consent of the City. Any assignment or attempt at assignment made without such consent of the City shall be void. 17. EQUAL OPPORTUNITY - The successful firm agrees not to refuse to hire, discharge, promote, demote, or to otherwise discriminate in matters of compensation against any person otherwise qualified solely because of age, race, color, religion, sex, sexual orientation, gender identity, marital status, national origin, citizenship status, disability, or veteran status. 18. TAXES - The City of Waterloo is exempt from sales tax and certain other use taxes. Any charges for taxes from which the City is exempt will be deducted from invoices before payment is made. 19. PROPOSAL INFORMATION IS PUBLIC – All documents submitted with any proposal and the proposal shall become public documents and subject to Iowa Code Chapter 22, which is otherwise known as the “Iowa Open Records Law”. By submitting any document to the City of Waterloo in connection with a proposal, the submitting party recognized this and waives any claim against the City of Waterloo and any of its officers and employees relating to the release of any document or information submitted. Each submitting party shall hold the City of Waterloo and its officers and employees harmless from any claims arising from the release of any document or information made available to the City of Waterloo arising from any proposal opportunity. ****END OF SECTION**** HEALTH AND SAFETY REQUIREMENTS 00 73 19 - 1 SECTION 00 73 19 HEALTH AND SAFETY REQUIREMENTS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Health and Safety requirements. 1.02 MEASUREMENT AND PAYMENT A. Work specified in this section is included in the Contract price. 1.03 DESCRIPTION A. Contractor is responsible for implementation and enforcement of safe work practices including, but not limited to, personnel exposure to refuse, hazardous materials; use of trenching, sheeting, and shoring; scaffolding; materials handling; operation of equipment; and safety of public during progress of work. 1.04 QUALITY ASSURANCE A. Regulatory Requirements: 1. Contractor shall plan for and ensure personnel comply with basic provisions of OSHA Safety and Health Standards (29 CFR 1910), and General Construction Standards (29 CFR 1926) as appropriate. 2. Comply with applicable laws and regulations of any public body having jurisdiction for safety of persons or property. 1.05 OPERATIONS AND EQUIPMENT SAFETY A. Contractor is responsible for initiating, maintaining, and supervising safety precautions and programs in connection with work. Contractor shall take necessary precautions for safety of employees on project site and other persons and organizations who may be affected by project. B. Contractor’s duties and responsibilities for safety in connection with work shall continue until such time as work is complete as applicable under the Contract. 1.06 HEALTH AND SAFETY A. Contractor is responsible for implementation and enforcement of health and safety requirements, as well as compliance with all applicable state and federal laws, and will take necessary precautions and provide protection for following. 1. Personnel working on or visiting Project site, irrespective of employer. 2. Work and materials or equipment to be incorporated in work area on- or off-site. 3. Other property at or adjacent to Project site. HEALTH AND SAFETY REQUIREMENTS 00 73 19 - 2 4. Public exposed to job related operations or potential release of toxic or hazardous materials. B. Contractor shall prepare site-specific health and safety plan (HASP) following the requirements of 29-CFR 1910.120, and 29-CFR 1910.146. Such plan shall include appropriate measures for confined space entry as project conditions warrant. If Contractor does not have capability to prepare HASP, Contractor shall employ consultants with appropriate capabilities. Contractor is solely responsible for adequacy of HASP’s preparation, monitoring, management, and enforcement. At minimum, Contractor’s HASP shall address following. 1. Site description and history. 2. Project activities, including coordination with other Contractors. 3. Hazard evaluation. 4. On-site safety responsibilities. 5. Work zones. 6. Personnel training. 7. Medical monitoring. 8. Atmospheric monitoring. 9. Personal protection, clothing, and equipment. 10. Decontamination procedures. 11. Emergency procedures. 1.07 CONSULTANT’S RESPONSIBILITIES A. When Consultant is required to be present on Project site to perform consulting services, Consultant will comply with Contractor’s safety plans, programs, and procedures. B. If Consultant determines Contractor’s safety plans, programs, and procedures do not provide adequate protection for Consultant, Consultant may direct its employees to leave Project site or implement additional safeguards for Consultant’s employees. If taken, these actions will be in furtherance of Consultant’s responsibility to its own employees only, and Consultant will not assume responsibility for protection of any other persons affected by work. C. If Consultant observes situations which appear to have potential for immediate and serious injury to persons, Consultant may warn persons who appear to be affected by such situations and shall advise Contractor and City of its actions. Such warnings, if issued, shall be given based on general humanitarian concerns, and Consultant will not, by issuance of any such warning, assume responsibility to issue future warnings or any general responsibility for protection of persons affected by work. 1.08 SUBMITTALS A. Submit copies of Health and Safety Plan (HASP) to City and Consultant within 10 days after Notice to Proceed. Work on-site shall not proceed until HASP has been submitted. HEALTH AND SAFETY REQUIREMENTS 00 73 19 - 3 1. Submittal of Contractor’s HASP to Consultant is to inform Consultant and City so they can comply with HASP during performance of their on-site responsibilities as described in Contract Documents. 2. Submittal of Contractor’s HASP shall neither impose on Consultant or City responsibility for adequacy of HASP nor relieve Contractor from full responsibility, therefore. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) ****END OF SECTION**** GENERAL REQUIREMENTS 01 00 00 - 1 SECTION 01 00 00 GENERAL REQUIREMENTS ASBESTOS ABATEMENT RATH BUILDINGS 1442 SYCAMORE STREET, WATERLOO, IOWA 50703 1. DEFINITION AND INTENT 2. GENERAL PROVISIONS AND COVENANTS 3. WORK REQUIRED 4. SALVAGE OF MATERIALS AND EQUIPMENT 5. PLANS AND SPECIFICATIONS 6. CONSTRUCTION FACILITIES 7. SUBMITTALS 8. STANDARDS AND CODES 9. DEFINITIONS 10. RIGHT-OF-WAYS 11. EMPLOYMENT PRACTICES 12. WORK HOURS 13. DUST ABATEMENT 14. QUANTITIES 15. MAINTENANCE BOND AND WARRANTY PERIODS (if required) 16. MEASUREMENT AND PAYMENT 17. INCIDENTAL CONTRACT ITEMS 18. EXISTING UTILITIES 19. PROJECT SUPERVISION 20. COORDINATION WITH OTHERS 21. CONSTRUCTION LIMITS 22. CONSTRUCTION SCHEDULE 23. DISPOSAL 24. TEMPORARY FENCES 25. RESPONSIBILITY OF CONTRACTOR 26. DAVIS-BACON WAGES 27. BUILD AMERICA, BUY AMERICA GENERAL REQUIREMENTS 01 00 00 - 2 1. DEFINITION AND INTENT A. The Technical Specifications that apply to the materials and construction practices for this project are defined as follows: 1. Omissions of words or phrases such as “the Contractor shall”, “in accordance with”, “shall be”, “as noted on the Plans”, “according to the Plans”, “a”, “an”, “the” and “all” are unintentional; supply omitted words or phrases by inference. 2. “City” or “Jurisdiction” shall mean the City of Waterloo (City), or contracting agent. 3. “Person” shall mean any individual, partnership, limited partnership, joint venture, society, association, joint stock company, corporation, limited liability company, estate, receiver, trustee, assignee, or referee, whether appointed by a court or otherwise, and any combination of individuals. 4. “Consultant” shall mean City or designated agent. 5. The intent of the Technical Specifications is to describe the abatement desired, performance requirements, and standards of materials and abatement. 6. “Work” shall mean the work to be done and the equipment, supplies, and materials to be furnished under the Contract unless some other meaning is indicated by the context. 7. “Or equal” shall follow manufacturers names used to establish standards and, if not stated, is implied. B. Consultant: Eocene Environmental Group, Inc., 5930 Grand Avenue, West Des Moines, Iowa 50266, (515) 473-6256. 2. GENERAL PROVISIONS AND COVENANTS A. Procedures outlined herein are not intended to fully cover all special abatement procedures but are offered as an aid to the Contractor in planning work. B. Cooperate with the City to minimize inconvenience to property owners, other jurisdictions and motorists and to prevent delays in abatement and interruption to continuous operation of utility services and site access. C. The Contractor is expected to provide adequate personnel and equipment to perform work within specified time of abatement. D. Install and maintain temporary fencing as required by OSHA or as needed to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage during construction operations. The fencing shall be located in an area approved by the City. Such fence shall be at least six feet high, consistently restrictive from top to grade, and without horizontal or vertical openings wider than four inches. The fence shall be of chain link material or similar material approved by the City. The fence must be maintained for the duration of the Work. E. Access to the property will be, by agreement, via parcels owned by others. Contractor to work with private property owner and City and comply with agreement procedures regarding access. Access locations are shown on the Property Access and Staging Map in Exhibit “E”. GENERAL REQUIREMENTS 01 00 00 - 3 F. Staging areas will be on parcels owned by others by agreement. Contractor to work with private property owner and City and comply with agreement procedures regarding staging. Staging areas are shown on the Property Access and Staging Map in Exhibit “E”. 3. WORK REQUIRED A. Work under this Contract includes all materials, equipment, transportation, labor, disposal and associated work for the asbestos abatement project. B. This project may consist of one contract for all Work described, or may consist of multiple contracts for portions of Work described. 4. SALVAGE OF MATERIALS AND EQUIPMENT A. No salvage of materials or equipment by the Contractor is allowed. 5. PLANS AND SPECIFICATIONS A. Upon request, the Consultant will furnish 1 set of the Project Manual to the Contractor after award of the Contract. 6. CONSTRUCTION FACILITIES A. Provide telephone numbers where Contractor's representative can be reached during workdays and on nights and weekends in event of emergency. B. Power and water are disconnected and must be supplied by the Contractor. C. Provide and maintain suitable sanitary facilities for abatement personnel for duration of Work; remove upon completion of Work. D. Do not store abatement equipment, employee's vehicles, or materials on streets open to traffic. Location for storage of equipment by Contractors is subject to approval of City. E. The Contractor shall provide suitable storage facilities necessary for proper storage of materials and equipment. F. The Contractor will be required to make arrangements for all services required during the abatement period and pay for such services at no additional cost to the City. 7. SUBMITTALS A. Provide abatement schedule showing dates of starting and completing various portions of Work. Abatement is to begin after execution of the contract (anticipated to be July 21, 2026, and must be completed on/by February 17, 2027. B. Include all other submittals: 1. Copy of Iowa DNR 10-Day Notification (see Exhibit “I” – within 10 business days after Notice of Award) 2. Waste Manifests (no later than one (1) week after completion date) 3. Site-specific Health and Safety Plan (HASP) (within 10 business days after Notice of Award) 4. Certificate of Insurance (within 10 business days after Notice of Award) 5. Performance and Payment Bond (within 10 business days after Notice of Award) GENERAL REQUIREMENTS 01 00 00 - 4 6. Daily field reports (Monday following each work week) 7. Sign-in logs (Monday following each work week) 8. Davis-Bacon Payroll certifications for Contractor and subcontractor(s) (within one week following each week of Work) 8. STANDARDS AND CODES A. Construct improvements with best present-day abatement practices and equipment. B. Conform with and test in accordance with applicable sections of the following standards and codes. 1. Title 29 Code of Federal Regulations Section 1910.1001, General Industry Standard for Asbestos. 2. Title 29 Code of Federal Regulations Section 1926.1101, Construction Industry Standard for Asbestos. 3. Title 29 Code of Federal Regulations Section 1910.134, General Industry Standard for Respiratory Protection. 4. Title 29 Code of Federal Regulations Section 1910.2, Access to Employee Exposure and Medical Records. 5. Title 29 Code of Federal Regulations Section 1910.1200, Hazard Communication Rule. 6. Title 40 Code of Federal Regulations Part 61 Subpart A and Subpart M (revised Subpart B), National Emissions Standard for Hazardous Air Pollutants. 7. Iowa Administrative Code Section 875 Chapter 155, Asbestos Removal & Encapsulation. 8. Title 49 Code of Federal Regulations Part 171 - 180, Department of Transportation, Transportation of Hazardous Waste. C. The following standards, regulations, codes and other applicable documents are additional requirements of asbestos abatement projects. 1. E.P.A. Guidance Document: Asbestos Waste Management Guidance (Blue Book). D. The most recent edition of any relevant regulation, standard, document or code shall be in effect. Where conflict among the requirements or with these Specifications exists, the most stringent requirements shall be utilized. 9. DEFINITIONS ABATEMENT: Procedures to control fiber release from asbestos containing materials. Includes removal, encapsulation, enclosure, and repair. ACBM: Asbestos Containing Building Material. ACM: Asbestos Containing Material ACCREDITED: Refers to a person or laboratory means that such person or laboratory is accredited in accordance with section 206 of Title II of the Toxic Substance Control Act. GENERAL REQUIREMENTS 01 00 00 - 5 ADDENDA: are written or graphic instruments issued by the City prior to the execution of the Contract which modify or interpret the Bidding Documents by addition, deletions, clarifications or corrections. ACGIH: American Conference of Governmental Industrial Hygienists, 3640 Park 42 Drive, Cincinnati, OH 45241. AGGRESSIVE METHOD: Removal or disturbance of building material by sanding, abrading, grinding, or other method that breaks, crumbles, or disintegrates intact ACM. AHERA: Asbestos Hazard Emergency Response Act. AIHA: American Industrial Hygiene Association, 3120 Fairview Park Drive, Suite 360, Falls Church, VA 22042. AIR LOCK: A system for permitting passage with minimal air movement between a contaminated and an uncontaminated area. ALTERNATE BID: (or alternate) is an amount stated in the Bid for which the Bidder offers to perform the Work described in the Bidding Documents as the alternate bid. AMENDED WATER: Water to which a surfactant has been added. ANSI: American National Standards Institute, 1899 L Street, NW, 11th Floor, Washington, DC 20036. ASBESTOS CONTAINING WASTE MATERIAL: Asbestos containing material or asbestos contaminated objects requiring disposal. ASTM: American Society for Testing and Materials, 100 Barr Harbour Drive, PO Box C700, West Conshohocken, PA 19428. AUTHORIZED VISITOR: The City (and any designated representatives) and any representatives of a regulatory or other agency having jurisdiction over the project. BASE BID: is the sum stated in the Bid for which the Bidder offers to perform the Work described in the Bidding Documents as the base bid. BID: is a complete and properly signed proposal to do the Work or designated portion thereof for the sums stipulated therein, submitted in accordance with the Bidding Documents. BIDDER: A person or entity who submits a bid. BIDDING DOCUMENTS: Include the Instructions to Bidders, the bid form, other sample bidding and Contract forms, and the proposed Contract Documents including Addenda issued prior to receipt of bids. BRAND METHOD: A differential pressure containment system that does not infringe on the patent rights of GPAC, Inc's Reduced Pressurization and Filtration System. BUILDING OWNER: The City, or an authorized representative, is considered the building owner for the purposes of this Contract. GENERAL REQUIREMENTS 01 00 00 - 6 CEILING CONCENTRATION: The concentration of an airborne substance that shall not be exceeded. CLASS I ASBESTOS WORK: Activities involving the removal of TSI and Surfacing ACM and PACM. CLASS II ASBESTOS WORK: Activities involving the removal of ACM which is not TSI or surfacing material. This includes, but is not limited to, the removal of asbestos containing wallboard, floor tile and sheeting, roofing and siding shingles, and construction mastics. CLASS III ASBESTOS WORK: Repair and maintenance operations, where ACM, including TSI and surfacing material is likely to be disturbed. CLASS IV ASBESTOS WORK: Maintenance and custodial activities during which employees contact ACM and PACM, and activities to clean up waste and debris containing ACM and PACM. CLEAN ROOM: An uncontaminated area which is a part of the worker decontamination containment system with provisions for storage of workers' street clothes and clean protective equipment. COMPETENT PERSON: One who is capable of identifying existing asbestos hazards in the workplace and selecting the appropriate control strategy for asbestos exposure, who has the authority to take prompt corrective measures to eliminate them. In addition, for Class I and Class II work who is specially trained in a training course which meet the criteria of EPA's Model Accreditation Plan for project designer or supervisor, or its equivalent and, for Class III and Class IV work, who is trained in an Operations & Maintenance (O&M) course developed by EPA. CONSULTANT: Eocene Environmental Group, Inc., 5930 Grand Avenue, West Des Moines, Iowa 50266. CONTRACTOR: The individual(s) and/or business(es) that the City arranges to perform the asbestos abatement. CURTAINED DOORWAY: A device to allow passage from one room to another while permitting minimal air movement between the rooms, by placing two overlapping sheets of plastic in doorway with both secured at top and opposite vertical edges. This doorway is to be used only by GPAC, Inc. approved licensees. DECONTAMINATION CONTAINMENT SYSTEM: A series of connected rooms separated from the Work area and from each other by airlocks, for the decontamination of workers and equipment. DEMOLITION: The wrecking or taking out of any building component, system, finish or assembly of a facility together with any related handling operations. DISTURBANCE: Contact which releases fibers from ACM or PACM or debris containing ACM or PACM. This term includes activities that disrupt the matrix of ACM or PACM, render ACM or PACM friable, or generate visible debris. Disturbance includes cutting away small amounts of ACM or PACM, no greater than the amount which can be GENERAL REQUIREMENTS 01 00 00 - 7 contained in one standard sized glove bag or waste bag in order to access a building component. In no event shall the amount of ACM or PACM so disturbed exceed that which can be contained on one glove bag or waste bag which shall not exceed 60 inches in length and width. ENCAPSULANT: A material that surrounds or embeds asbestos fibers in an adhesive matrix, to prevent release of fibers. BRIDGING ENCAPSULANT: an encapsulant that forms a discrete layer on the surface of an in situ asbestos matrix. PENETRATING ENCAPSULANT: an encapsulant that is absorbed by the in situ asbestos matrix without leaving a discrete surface layer. ENCLOSURE: An airtight, impermeable barrier made of enclosure material to control release of asbestos fibers from contaminated building surfaces. ENCLOSURE MATERIAL: Polyethylene sheeting or spray applied water-based strippable coating. EQUIPMENT ROOM: A contaminated area which is part of the worker decontamination containment system with provisions for storage of contaminated clothing and equipment. EPA: U.S. Environmental Protection Agency, 401 M Street S.W., Washington, D.C. 20460. FRIABLE ASBESTOS: Asbestos containing material which can be crumbled to dust (when dry) under hand pressure. HVAC: Heating, ventilation and air conditioning system. HEPA FILTER: A High Efficiency Particulate Air filter capable of removing particles .3 microns in diameter with 99.97% efficiency. HEPA VACUUM: A vacuum system equipped with HEPA filtration. HOMOGENEOUS AREA: An area of surfacing material, thermal system insulation material, or miscellaneous material that is uniform in color and texture. LEAD-BASED PAINT: Any paint or surface coating that contains lead equal to or exceeding one milligram per square centimeter (1.0 mg/cm2) or 0.5% by weight. NEGATIVE EXPOSURE ASSESSMENT: A demonstration by the employer, that the employee exposure during an operation is expected to be consistently below the PEL's. NESHAP: The National Emission Standards for Hazardous Air Pollutants (40 CFR Part 61). NIOSH: The National Institute for Occupational Safety and Health, CDC-NIOSH, Building J. N.E. Room 3007, Atlanta, GA 30033. NIST: National Institute of Standards and Technology. NPE: Negative Pressure Enclosure GENERAL REQUIREMENTS 01 00 00 - 8 OSHA: The Occupational Safety and Health Administration, 200 Constitution Avenue, Washington, D.C. 20210. OWNER'S REPRESENTATIVE: Eocene Environmental Group, Inc., 5930 Grand Avenue, West Des Moines, Iowa 50266. PACM: Presumed asbestos containing material. PAT PROGRAM: Proficiency Analytical Testing Program. PEL: Permissible Exposure Limit, for asbestos currently 0.1 f/cc for an 8-hour TWA. PROTECTION FACTOR: The ratio of the ambient concentration of an airborne substance to the concentration of the substance inside the respirator at the breathing zone of the wearer. The protection factor is a measure of the degree of protection provided by a respirator to the wearer. REMOVAL: The stripping of any asbestos containing material from surfaces or components of a facility. REPAIR: Overhauling, rebuilding, reconstructing, or reconditioning of structures or substrates, including encapsulation or other repair of ACM or PACM attached to structures or substrates. SHOWER ROOM: A room between the clean room and the equipment room in the worker decontamination containment with hot and cold or warm running water controllable at the top and suitably arranged for complete showering during decontamination. STAGING AREA: Either the holding area or some area near the waste transfer airlock where containerized asbestos waste has been placed prior to removal from the Work area. STRIP: To take off friable asbestos materials from any part of the facility. SURFACTANT: A chemical wetting agent added to water to improve penetration. SUBCONTRACTOR: A individual or business that the Contractor has hired to complete a portion of the work on behalf of the Contractor. Contractor shall notify City of all intended subcontractors as part of bid proposal. All subcontractors shall also provide the required certificate of insurance. Any subcontractor must not be listed on the Federal list of excluded individual and entities and must be a registered contractor in the State of Iowa. Subcontractors not submitted as part of the Contractor’s bid must be approved by the City. SUB-SUBCONTRACTOR: A individual or business that the Contractor or subcontractor has hired to complete a portion of the work on behalf of the subcontractor. Contractor shall notify City of all intended sub-subcontractors as part of bid proposal. All sub- subcontractors shall also provide the required certificate of insurance. Any sub- subcontractor must not be listed on the Federal list of excluded individual and entities and must be a registered contractor in the State of Iowa. Sub-subcontractors not submitted as part of the Contractor’s bid must be approved by the City. TEM: Transmission electron microscope. GENERAL REQUIREMENTS 01 00 00 - 9 TIME WEIGHTED AVERAGE (TWA): The average concentration of a contaminant in air during a specific time period. TSI: Thermal System Insulation. UNIT PRICE: is an amount stated in the Bid as a price per unit of measurement for materials or services as described in the Bidding Documents or in the proposed Contract Documents. VISIBLE EMISSIONS: Any emissions containing particulate asbestos material that are visually detectable without the aid of instruments. This does not include condensed, uncombined water vapor. WASTE GENERATOR: The individual and/or business who performs the asbestos abatement. WASTE TRANSFER AIRLOCK: A decontamination system utilized for transferring containerized waste from inside to outside of the Work area. WET CLEANING: The process of eliminating asbestos contamination from building surfaces and objects by using cloth, mops, or other cleaning utensils which have been dampened with water and afterwards thoroughly decontaminated or disposed of as asbestos contaminated waste. WORK AREA: Designated rooms, spaces, or areas of project in which asbestos abatement actions are to be undertaken or which may become contaminated as a result of such abatement actions. A contained Work area is a Work area which has been sealed, plasticized, and equipped with a decontamination containment system. A non-contained Work area is an isolated or controlled-access Work area which has not been plasticized nor equipped with a decontamination containment system. 10. RIGHT-OF-WAYS A. The project location is on public property. None of the Work will be within City right-of- way, though equipment may need to work from the right-of-way. 11. EMPLOYMENT PRACTICES A. Neither the Contractor nor the Contractor’s Subcontractors shall employ any person whose physical or mental condition is such that this employment will endanger the health and safety of anyone employed on the Project. B. The Contractor shall not commit any of the following employment practices and agrees to include the following clauses in any Subcontracts: 1. To discharge from employment or refuse to hire any individual because of sex, race, color, religion, national origin, sexual orientation, marital status, age, or disability unless such disability is related to job performance of such person or employee. 2. To discriminate against any individual in terms, conditions, or privileges or employment because of sex, race, color, creed, religion, national origin, sexual orientation, gender identify, age, or disability unless such disability is related to job performance of such person or employee. GENERAL REQUIREMENTS 01 00 00 - 10 12. WORK HOURS A. The Contractor will be required to limit the Contractor’s Work hours on the Project from 7:00 a.m. to 6:00 p.m. Monday through Friday, unless otherwise directed by the Consultant. Contractor to specify work hours to the City and Consultant. Notice to work on weekends and Holidays must be presented to the City and Consultant at least 48 hours in advance and requires written permission from the City. 13. DUST ABATEMENT A. The Contractor shall make all reasonable efforts to control dust and assure dust does not become a problem. Anytime ACM debris is disturbed, Contractor is required, at a minimum, to mist the area to minimize airborne fibers and ensure no visible emissions. The Consultant reserves the right to stop Contractor’s operations whenever dust becomes a problem on the project and direct the Contractor to submit a revised operations plan to solve the dust problem. 14. QUANTITIES A. The Contractor is to realize some of the quantities on this Project are best estimates and may vary from actual conditions at time of abatement of the Project. Quantities must be regarded as approximate only, and are given as a guide to the Bidder and for comparison of Bids. No additions to the Contract will be allowed for additional ACMs discovered that amount to less than 10% of the quantities identified in Exhibit “B”. If additional amounts greater than 10% are identified, Contractor is to stop Work and notify the City and Consultant immediately. 15. MAINTENANCE BOND AND WARRANTY PERIODS (IF REQUIRED) A. The requirements of the Performance and Payment Bond warranty period are modified as follows: 1. To remedy any and all defects that may develop in or result from Work to be performed under the Contract within two years from the date of acceptance of the Work under the Contract, by reason of defects in workmanship or materials used in construction of said work. 16. MEASUREMENT AND PAYMENT A. Contract unit or lump sum prices are full compensation for furnishing all materials, equipment, tools, transportation, and labor necessary to construct and complete each item of Work as specified. No separate payment will be made for Work included in this project. All additional Work not included in this project must be in writing as a detailed change order signed by the City. 17. INCIDENTAL CONTRACT ITEMS A. The following list includes, but is not limited to, major items that are incidental to the project and will not be paid for as separate bid items. Other items may be designated as incidental under certain bid items. • Capping any utilities • Construction fencing • Construction staging & phasing • Coordination and cooperation with affected property owners GENERAL REQUIREMENTS 01 00 00 - 11 • Coordination and cooperation with the City • Coordination and cooperation with other Contractors • Coordination and cooperation with other projects in the area • Coordination and cooperation with utility companies • Dewatering and handling storm water flow during construction • Dust control measures • Excavation, verification and protection of existing utilities • Monitoring weather conditions • Protection of existing hydrant(s) and valve(s) • Protection of existing trees and plantings to be left in place • Protection of existing utilities and light poles • Protection of historical and existing building elements to be left in place • Removing and reinstalling existing signs • Removal means and methods of hazardous materials (including slow unmanned elevator operations) • Site cleanup/restoration • Temporary safety closures • Temporary street closure 18. EXISTING UTILITIES A. Prior to construction, contact all utility companies and have all utility lines and services located. The Contractor is responsible for exposing utilities in order to confirm their locations ahead of the Work. B. Contractor is solely responsible for damage to utilities or private or public property due to utility disruption. C. The Contractor shall notify utility company immediately if utility infrastructure is damaged during abatement. D. Contractor will contact and work with utility companies to relocate utility infrastructure in direct conflict with line and grade of the work during abatement. Support and protect all utilities that are not moved. E. Protect and maintain services during abatement. Notify City and Consultant 48 hours prior to any planned utility service interruptions. F. If utility Work does occur during the abatement period, Work schedules from the Contractor and from the utility companies will be submitted to the Consultant for coordination to obtain mutual acceptable schedules, if possible. G. No claims for additional compensation or time extension will be allowed to the Contractor for interference or delay caused by utility companies. 19. PROJECT SUPERVISION A. The Contractor shall be represented in person at the abatement site at all times that abatement operations are proceeding by a qualified supervisor or other designated, qualified representative capable of providing adequate supervision. The supervisor or representative must be duly authorized to receive and execute instructions, notices and written orders from the City or Consultant. GENERAL REQUIREMENTS 01 00 00 - 12 B. Issues that arise during abatement relating to traffic control and abatement staging, etc. are the responsibility of the Contractor. C. Bi-weekly progress meetings, if specified at the preconstruction meeting, with the Contractor and Consultant will be held at the project site to review the updated project schedule and progress, coordinate activities, resolve conflicts and coordinate the abatement Work. The day and time for this meeting will be set at the preconstruction meeting. 20. COORDINATION WITH OTHERS A. Cooperate and coordinate abatement with City, Consultant, utility companies, affected property Jurisdictions and other contractors working in vicinity of this project. B. It is the Contractor′s responsibility to schedule and coordinate Work to minimize abatement delays and conflicts. C. Coordinate with property owners prior to beginning Work that will affect their parcel. 21. CONSTRUCTION LIMITS A. To the extent possible confine the construction operations within the property boundary. B. Do not store equipment, vehicles or materials within the right-of-way of any streets open to traffic or on temporary access roads at any time. C. Areas disturbed outside of abatement limits shall be restored at the Contractor’s expense to the satisfaction of the City. D. Contractor shall park all vehicles, trailers and storage containers in designated areas only during the project. 22. CONSTRUCTION SCHEDULE A. The Contractor will prepare and submit to the Consultant for approval a project schedule that will assure the completion of the project within the time specified. B. Adequate equipment and forces shall be made available by the Contractor to start Work immediately upon receipt of the Notice to Proceed. C. Submit abatement schedule at the preconstruction meeting and periodically update it as requested by the Consultant. D. The Contractor shall be required to meet the final completion date as specified in the written Notice to Proceed. E. If sidewalks are to be closed during abatement, submit a sidewalk closure plan that meets the ADA requirements to the Waterloo Engineering Department 48 hours prior to the scheduled closure. Contractor shall install necessary signing and barricades according to the approved closure plan. F. Notify the City and property owners at least 48 hours prior to any street closures. 1. Notify all property owners, residential and business, affected by the street closures by written notice placed on the front door. Include the following items in the notice: a. The street name, location and proposed date of street closure b. The estimated schedule for completion of Work GENERAL REQUIREMENTS 01 00 00 - 13 c. The estimated date for reopening of the street d. Procedure for garbage collection, recycling and postal service 23. DISPOSAL A. Dispose of materials in accordance with applicable laws and ordinances. ACM must be disposed of at the Black Hawk County Landfill. 1. Burning of brush and other debris is not permitted. 2. Cooperate with all applicable county, state and federal agencies concerning disposal of materials. 3. The City has the first right to any excess materials from abatement. 4. No salvage of materials or equipment by the Contractor is allowed. 24. TEMPORARY FENCES A. Contractor to install and maintain temporary fencing as required by OSHA or as needed to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations. The fencing shall be located in an area approved by the City. Such fence shall be at least six feet high, consistently restrictive from top to grade, and without horizontal or vertical openings wider than four inches. The fence shall be of chain link material or similar material approved by the City. The fence must be maintained for the duration of the Work. 25. RESPONSIBILITY OF CONTRACTOR A. Supervision of the Work. B. Protection of all property from injury or loss resulting from abatement operations. C. Replace or repair objects sustaining any such damage, injury or loss to satisfaction of City. D. Cooperate with City, Consultant, and representatives of utilities in locating utility lines and structures. Incorrect, inaccurate or inadequate information concerning location of utilities or structures shall not relieve the Contractor of responsibility for damage thereto caused by abatement operations. Contractor shall field verify all utility locations. E. Keep cleanup current with abatement operations. F. Comply with all federal, State of Iowa, and the City of Waterloo, Iowa laws and ordinances. 26. DAVIS-BACON WAGES A. For the purposes of this Contract, the City of Waterloo has determined that all construction, alternation, and repair activity involving the remediation of hazardous substances is subject to Davis-Bacon Prevailing Wage Term and Condition. Davis- Bacon information is included in Exhibit “J”. 27. BUILD AMERICA, BUY AMERICAN A. This project will utilize federal funding, and as such is a federal air project and subject to additional requirements and Contract provisions. The Build America, Buy American Act will apply. GENERAL REQUIREMENTS 01 00 00 - 14 ****END OF SECTION**** SUMMARY 01 10 00 - 1 SECTION 01 10 00 SUMMARY PART 1 GENERAL 1.01 PROJECT DESCRIPTION A. Project: Rath Buildings Asbestos Abatement 1442 Sycamore Street Waterloo, Iowa 50703 B. City: City of Waterloo Address: 715 Mulberry Street Contact: Aric Schroeder Phone: 319-291-4366 Email: aric.schroder@waterloo-ia.org Consultant: Eocene Environmental Group, Inc. Contact: Jon Reis Address: 5930 Grand Avenue, West Des Moines, Iowa 50266 Phone: 515-473-6256 Email: jreis@eocene.com C. The work includes removal and disposal of Asbestos Containing Materials (ACMs) from the former Rath Buildings located at 1442 Sycamore Street, Waterloo, Iowa 50703. The buildings are slated for demolition. Specifications for asbestos removal includes both friable and nonfriable ACMs. All ACMs removed from the property must be disposed of at the Black Hawk County Landfill. All materials removed from the property shall be done in accordance with local, state, and federal regulations. There are two bid options for the abatement: A) asbestos abatement of the entire structure, and B) asbestos abatement by area. There are threee distinct areas for Option B and they are shown on the Property Location Map in Exhibit “D”. Asbestos sample location maps separated by area are included in Exhibit “G”. The bid options are included in Exhibit “A”. 1.02 CONTRACTS A. Perform Work under a lump sum cost contract with the City. Contractor may subcontract a portion or portions of Work as provided in these specifications to fulfill the terms of the Contract. A list of subcontractors and sub-subcontractors shall be submitted as part of the Contractor’s bid. Subcontractors and sub-subcontractors not submitted as part of the Contractor’s bid must be approved by the City. Under no circumstances does the subcontracted Work relieve the Contractor from fulfilling the terms of the Contract. 1.03 COMMENCEMENT OF THE WORK SUMMARY 01 10 00 - 2 A. The Contractor shall not commence Work nor allow Subcontractors or Sub- subcontractors to commence Work until: 1. The Agreement has been fully executed. 2. The City has approved the Contractor's Performance and Payment Bond, if required. 3. The City has approved evidence of the Contractor's Liability Insurance and other insurance required to be purchased by the Contractor (and any subcontractors). A complete description of the policy is required in addition to the City being listed as an additional insured. 4. The City has issued a Notice to Proceed. 5. The City has the right to postpone abatement or delay the construction schedule as it relates to the abatement. 1.04 COMPLETION TIME A. Work under the proposed Contract Documents shall commence immediately after receipt of the Notice to Proceed and shall be completed and ready for use or operation, subject to any extension of time which may be granted by the City, as agreed upon with the City, as defined in the Contract as completed on/by February 17, 2027. 1.05 OWNER OCCUPANCY A. The City shall have the right to take possession of and use any completed or partially completed portions of the building upon completion of clearance air testing, although it is not anticipated that the City would so occupy. 1.06 CONTRACTOR USE OF SITE AND PREMISES A. General: Contractor shall have full use of premises for abatement operations, including use of project site, during the abatement period. Contractor's use of premises is limited only by City’s right to perform Work or to retain other contractors on portions of project. B. Use of Site: Limit use of premises to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated. C. Driveways and Entrances: Keep driveways, access easements, and entrances serving premises clear and available at all times. Do not use these areas for parking or storage of materials. 1.07 WORKING HOURS A. The Contractor’s hours of operations are as indicated in the General Requirements. B. The Contractor must request to the City and Consultant, in writing, 48 hours in advance of any deviation to these hours, such as outside of specified Work hours, weekend, or Holiday Work. The Contractor is responsible for all additional expenses due to weekend or Holiday Work hours. This includes, but is not limited to: City’s Consultant, Testing Laboratory personnel, etc. Such additional charges shall be a subsidiary obligation of Contractor. With the exception of additional charges incurred by the Consultant (which SUMMARY 01 10 00 - 3 the Contractor shall reimburse the City for), no extra payment shall be made by City on account of such overtime Work. C. Contractor shall secure the site when not working or working after standard working hours. 1.08 WORK RESTRICTIONS A. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by adjacent owners, tenants, or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated. 1. Notify City and utility service not less than 48-hours in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without utility service and City’s written permission. B. Haul Routes: 1. Notify City of all haul routes to disposal sites. 2. In accordance with Section 02 81 00 – Transportation and Disposal of Hazardous Materials. 1.09 WORK SEQUENCE A. Coordinate abatement schedule and operations with City and Consultant. 1.10 PERMITS, FEES AND NOTICES A. The Contractor shall secure and pay for all permits and governmental fees, licenses and inspections for the proper execution and completion of the Work which are customarily secured after execution of the Contract and which were legally required at the time bids were received. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) ****END OF SECTION**** ADMINISTRATIVE REQUIREMENTS 01 30 00 - 1 SECTION 01 30 00 ADMINISTRATIVE REQUIREMENTS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Materials Survey. 2. Meetings. 3. Submittals. 1.02 MEASUREMENT AND PAYMENT A. Work specified in this section is included in the Contract price. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.01 MATERIALS SURVEY A. Project is based on known items and quantities as of the time and date of this project manual. The Contractor is to verify all quantities identified within Exhibit “B” of the Project Manual. Costs for additional survey services shall be the responsibility of the Contractor. 3.02 PRECONSTRUCTION MEETING A. City or Consultant will schedule a meeting after Notice of Award. B. Attendance Required: 1. City. 2. Consultant. 3. Contractor – the Supervisor overseeing the project must attend. 4. Major Subcontractors. C. Agenda: 1. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule. 2. Designation of personnel representing the parties in Contract and the Consultant. 3. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures. ADMINISTRATIVE REQUIREMENTS 01 30 00 - 2 4. Use of premises by City and Contractor. 5. City’s Requirements. 6. Facilities and controls provided by City. 7. Temporary utilities provided by City/Contractor. 8. Security and housekeeping procedures. 9. Scheduling. 10. Procedures for maintaining record documents. D. Consultant shall record minutes and distribute copies within seven days after meeting to participants, with copies to City, participants, and those affected by decisions made. 3.03 NEIGHBORHOOD MEETING A. Contractor will be required to attend a neighborhood meeting with City and Consultant after Notice of Award and prior to beginning Work. 3.04 PROGRESS MEETINGS A. Contractor to schedule and administer meetings throughout progress of the Work on weekly intervals. B. Contractor to make arrangements for meetings, prepare agenda with copies for participants, preside at meetings, record minutes, and distribute copies within seven days to Consultant, City, participants, and those affected by decisions made. C. Attendance Required: Job superintendent, major Subcontractors and suppliers, City, Consultant, as appropriate to agenda topics for each meeting. D. Agenda: 1. Review minutes of previous meetings. 2. Address public concerns and complaints. 3. Review of Work progress. 4. Field observations, problems, and decisions. 5. Identification of problems which impede planned progress. 6. Review of submittals schedule and status of submittals. 7. Maintenance of progress schedule. 8. Corrective measures to regain projected schedules. 9. Planned progress during succeeding Work period. 10. Coordination of projected progress. 11. Maintenance of quality and Work standards. 12. Effect of proposed changes on progress schedule and coordination. 13. Other business relating to Work. ADMINISTRATIVE REQUIREMENTS 01 30 00 - 3 14. Schedule next meeting. E. Contractor shall record minutes and distribute copies within seven days after meeting to participants, with copies to Consultant, City, participants, and those affected by decisions made. 3.05 SUBMITTALS A. Required submittals are specified in individual sections. 3.06 NUMBER OF COPIES OF SUBMITTALS A. Documents for Review: 1. Submit the number of copies which the Contractor requires, plus one copy which will be retained by the Consultant. B. Documents for Information: Submit one copy. 3.07 SUBMITTAL PROCEDURES A. Transmit each submittal with Contractor's standard submittal form, if provided. B. Schedule submittals to expedite the project and deliver. Coordinate submission of related items. 3.08 RE-SUBMITTALS A. Re-submittals will be handled in the same manner as first submittals. On re-submittals, direct specific attention, in writing on the transmittal letter and on re-submitted shop drawings by use of revision triangles or other similar methods, to revisions other than the corrections requested by the Consultant, on previous submissions. Any such revisions which are not clearly identified shall be made at the risk of the Contractor. Make corrections to any Work done because of this type revision that is not in accordance to the Contract Documents as may be required by the Consultant. ****END OF SECTION**** TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 1 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Temporary abatement facilities for Consultant and Contractor including telephone, water, sanitary, security, temporary fencing, parking and field office. 2. Requirements to minimize pollution of air, water, or land, control of noise, and the disposal of solid waste materials. a. Solid waste disposal. b. Control of chemical waste. c. Control of dust. d. Control of noise. e. Protection of roadways. 1.02 MEASUREMENT AND PAYMENT A. Work specified in this section is included in the Contract price. 1.03 QUALITY ASSURANCE A. Items provided under this section shall be listed and labeled by UL or other Nationally Recognized Testing Laboratory (NRTL). 1. Term “NRTL” shall be as defined in OSHA Regulation 1910.7. 2. Terms “listed” and “labeled” shall be as defined in National Electrical Code, Article 100. B. Comply with federal, state, and local codes and regulations, and with utility company requirements. 1.04 SUBMITTALS A. Submit in accordance with Section 01 30 00 – Administrative Requirements. PART 2 PRODUCTS 2.01 TEMPORARY UTILITIES A. Contractor shall provide and pay for all electrical power and lighting required for abatement purposes unless otherwise notified by Consultant. 2.02 TEMPORARY TELEPHONE SERVICE TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 2 A. A cellular phone shall be acceptable as temporary phone service. Provide telephone number(s) at which responsible representatives of Contractor can be reached evenings, weekends and holidays. 2.03 TEMPORARY WATER SERVICE A. Contractor shall provide and pay for water service and all water used unless otherwise notified by Consultant. 2.04 TEMPORARY SANITARY FACILITIES A. Contractor to provide and maintain temporary toilet facilities and enclosures for Contractor's workers, Consultant’s personnel, and City’s personnel working at project site. Provide at time of project mobilization and maintain until project completion. B. Portable toilets with hand sanitizer shall be acceptable. Comply with all applicable codes and regulations. Arrange for regular cleaning and/or replacement of portable toilets. C. Maintain daily in clean and sanitary condition. 2.05 TEMPORARY FENCE AND GATES A. Provide temporary fencing as required by OSHA or as needed to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations. B. The fencing shall be located in an area approved by the City. Such fence shall be at least six feet high, consistently restrictive from top to grade, and without horizontal or vertical openings wider than four inches. The fence shall be of chain link material or similar material approved by the City. The fence must be maintained for the duration of the Work. 2.06 FIELD OFFICES AND BUILDINGS A. If desired by Contractor, erect where designated by Consultant, and maintain in good condition, temporary field office, tool, and storage building(s) for Contractor’s use. Buildings are not required and cost is incidental to the project. 1. Tool storage building(s) shall be of ample size to provide space for tools and equipment. 2. Building(s) shall be neat and well-constructed, surfaced with plywood, drop siding, Masonite or other similar material, well painted and void of advertisements. PART 3 EXECUTION 3.01 GENERAL A. Employ and utilize environmental protection methods, obtain all necessary permits, and fully observe all local, state, and federal regulations. Contractor shall be responsible for any and all fines imposed by any regulatory agency due to the Contractors activities. 3.02 WATER CONTROL TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 3 A. Conform to the regulations and requirements of legally authorized surface water management agencies. B. Protect site from puddling or running water. Provide water barriers as required to protect property from water damage. C. Water utilized for asbestos removal must me containerized and properly disposed of at a permitted facility unless field filtered in accordance with local, state and federal regulations. 3.03 SOLID WASTE DISPOSAL A. Contractor Generated: 1. Collect solid waste on a daily basis. 2. Solid waste generated off-site shall not be brought onto or accepted at the site as part of this Contract. 3. Refer to individual specification sections for disposal requirements for other solid waste, debris, and ACM. 3.04 CONTROL OF DUST A. The control of dust shall mean that no abatement activity shall take place without applying all such reasonable measures as may be required to prevent particulate matter from becoming airborne so that it remains visible beyond the limits of abatement. B. Utilize methods and practices of abatement to eliminate dust in full observance of agency regulations. C. The Consultant will determine the effectiveness of the dust control program and may request the Contractor to provide additional measures, at no additional cost to City. 3.05 PROTECTION OF AIR QUALITY A. Minimize air pollution by requiring use of properly operating combustion emission control devices on abatement vehicles and equipment and encourage shutdown of motorized equipment not in use. B. Do not burn trash or waste at Project site. 3.06 CONTROL OF NOISE A. There is an existing noise ordinance (City Code of Waterloo Iowa, Title 4, Chapter 5, Noise Control). No operation of tools or equipment between 11:00 p.m. and 7:00 a.m. or on Sundays or Holidays without written permission of the City. Work hours on the Project are limited to between 7:00 a.m. to 6:00 p.m. Monday through Friday, unless otherwise directed by the Consultant. B. Conduct operations to cause least annoyance to residents in vicinity of Work and comply with applicable local ordinances. C. Equip compressors, hoists, and other apparatus with mechanical devices necessary to minimize noise and dust. Equip compressors with silencers on intake lines. TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 4 D. Equip gasoline or oil-operated equipment with silencers or mufflers on intake and exhaust lines. E. Route vehicles carrying soil, debris, or other material over such streets as will cause least annoyance to public and do not operate on public streets outside of times specified in General Requirements. 3.07 PROTECTION OF ROADWAYS & PARKING AREAS A. Contractor is responsible for maintenance and restoration of public roads used for hauling of materials and equipment to and from the site. B. Contractor shall clean debris resulting from operations on the haul roads on a daily basis, or as instructed by the Consultant. C. The Contractor shall not utilize local storm sewer inlets to wash and remove debris from the haul roads. D. All hauling operations on- and off-site shall be completed in a manner that minimizes deposition of litter and debris on adjacent roadways. 3.08 SECURITY A. Contractor must leave the property secured to protect Work, existing facilities, and City’s operations from unauthorized entry, vandalism, or theft. City is not responsible for vandalism or theft to Contractor’s property. B. Coordinate with City’s police department and fire department. 3.09 CLEAN UP A. Building: 1. Contractor is to remove any debris generated from the abatement on daily basis and may not stockpile job related materials in common areas of the building during the project. 3.10 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary utilities, equipment, facilities and materials prior to Final Application for Payment inspection. B. Clean and repair damage caused by installation or use of temporary Work. 3.11 COMPLETION OF WORK A. Upon completion of Work, leave area in a clean, natural looking condition. B. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. ****END OF SECTION**** TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS 02 81 00 - 1 SECTION 02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Requirements for the transportation and disposal of materials generated during this project which require off-site disposal and/or treatment. Materials that will or may be found on-site requiring off-site recycling or disposal include: a. Rubbish, trash, and miscellaneous garbage. b. Asbestos containing materials (ACM). c. Miscellaneous building debris and rubble. B. Furnish all labor, equipment, materials and incidentals required to transport all materials required to be recycled or disposed of off-site. 1.02 MEASUREMENT AND PAYMENT A. Work specified in this section is included in the Contract price. 1.03 SUBMITTALS A. Within 10 days after Notice to Proceed: 1. Names and locations of all facilities proposed to be used for the disposal of materials off-site. 2. Acceptance criteria, if any for each type of waste stream at each facility proposed. 3. Sampling and analytical criteria, if any, for each type of waste stream at each facility proposed. 4. Any other restrictions which may be imposed by each of the proposed facilities. 5. Proposed transportation routes and alternate transportation routes to each disposal facility. B. As the Work proceeds: 1. Blank sample of shipping documents and disposal manifests for each type of waste stream a minimum of three days prior to their proposed date of use. 2. Copies of all waste profile forms, waste disposal manifests, and bills of lading required by the disposal facilities. 3. Copies of certificates of disposal, destruction, treatment, recycling as applicable and as issued by the disposal facility following acceptance and final disposition of the various waste streams. C. At Contract Closeout: TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS 02 81 00 - 2 1. Summary spreadsheet of all waste hauled from the site, quantities, and identification of the disposal facility. 1.04 QUALITY ASSURANCE A. Ensure each facility possess all necessary permits required for accepting and disposing of wastes and that these permits are current. B. Use only disposal facilities previously approved by City for performance of Work. C. Contractor shall have responsibility to meet requirements of these Specifications, and acceptance of bid does not constitute nor imply approval of proposed off-site waste disposal facility(ies). City shall have right to deny approval of any/all facility(ies) that does not comply with these Specifications. D. City may schedule inspections of disposal facility, as appropriate, to assess compliance status. E. In event that identified and approved facility ceases to accept stated waste materials or facility ceases operations, it is Contractor's responsibility to locate alternate approved and permitted facility for accepting waste materials. Contractor is responsible for making necessary arrangements to utilize facility, and alternate facility must be approved by City in same manner and with same information as for original facility. F. Originate, maintain, and provide City or Consultant with copies of waste shipment manifest records for all waste materials transported off-site. Contractor shall verify nature and quantity of wastes shipped on each load. Manifest forms and records shall be consistent with requirements of RCRA, U.S. DOT regulations, and state requirements. City shall be designated generator for purposes of transport manifest. 1. Provide City with written documentation verifying receipt of each load at designated treatment or disposal facility and verification of proper treatment or disposal. 2. Notify City immediately if Contractor fails to receive "Notification of Receipt" of any waste shipment within reasonable time frame approved by City or Consultant. Contractor shall undertake whatever actions are necessary to determine status of shipment and remedy situation. 1.05 REFERENCE STANDARDS A. Comply with all applicable federal, state and local laws, codes and ordinances which govern or regulate waste transportation and disposal. Regulations regarding transportation and final disposal of wastes at minimum include but are not limited to the following: B. United States Federal Government – Code of Federal Regulations (CFR) 1. 29 CFR Occupational Safety and Health Standards 2. 49 CFR 387 (46 CFR 30874, 47073) 3. Department of Transportation DOT-E 8876 4. 40 CFR 136 Guidelines Establishing Test Procedures for Analysis of Pollutants TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS 02 81 00 - 3 5. 40 CFR 261 Identification and Listing of Hazardous Waste 6. 40 CFR 262 Standards Applicable to Generators of Hazardous Waste 7. 40 CFR 263 Standards Applicable to Transporters of Hazardous Waste 8. 40 CFR 264 Standards for Owners and Operators of Hazardous Waste Treatment, Storage and Disposal Facilities 9. 40 CFR 265 Interim Status Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal 10. 40 CFR 266 Standards for the Management of Specific Hazardous Wastes and Specific Types of Hazardous Waste Management Facilities 11. 40 CFR 268 Subparts (C) and (D) Land Disposal Restrictions 12. 40 CFR 279 Standards for the Management of Used Oil 13. 49 CFR 107 Hazardous Materials Program Procedures 14. 49 CFR 171 General Information, Regulations and Definitions 15. 49 CFR 172 Hazardous Materials Table, Special Provisions, Hazardous Materials Communications, Emergency Response Information and Training Requirements 16. 49 CFR 173 Shippers – General Requirements for Shipments and Packaging 17. 49 CFR 177 Carriage by Highway 18. 49 CFR 178 Specifications for Packaging PART 2 PRODUCTS 2.01 PACKING MATERIALS A. Provide all of the materials and equipment required for packaging, labeling, placarding and transportation of waste streams from the site in conformance with department of transportation, federal, state and local regulations. PART 3 EXECUTION 3.01 NOTIFICATION A. Notify all applicable federal, state and local representatives, or any other authority which has jurisdiction over the mode and route of transport, in advance of commencing waste stream transport. Obtain all required approvals from those parties having jurisdiction over the transport. 3.02 MANIFESTING A. Provide and prepare manifests as required for the transportation and disposal of the waste streams from the site. Waste manifests shall be completed in a form acceptable TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS 02 81 00 - 4 to the state and federal regulatory agencies. After completion by the Contractor, all waste manifests shall be signed by the City or Consultant. 3.03 LABELING A. Upon removal of all contaminated materials, properly label all containers or transports prior to transporting these materials for disposal. Contractor shall be responsible for labeling all containers and transports in accordance with applicable federal and state regulations. 3.04 TRANSPORTATION AND ENTRY/EXIT REQUIREMENTS A. Transport all waste streams from the site in conformance with department of transportation, federal, state and local regulations governing the type of waste stream being transported. This includes, but not limited to, requirements for operator training and requirements for packaging, labeling, marking, placarding of various waste shipments. B. All waste streams shall be transported directly to the disposal facility from the site. Neither the route nor the mode of transportation shall deviate from the routes submitted to the City without prior written approval from the City or Consultant. C. Inspect existing roadways immediately adjacent to the site and document their condition prior to project start-up. Any/all repairs or improvements, including permits and/or approvals, to accommodate off-site transportation of wastes shall be responsibility of Contractor. Provide documentation to City or Consultant prior to any hauling operations. D. Document all entry/exit procedures for transports in Off-Site Transportation and Disposal Plan and shall instruct and provide written instructions to all transporters as to these procedures. Contractor shall see that all personnel are provided with adequate protective equipment in accordance with Contractor’s health and safety plan. 3.05 LOADING OF MATERIALS INTO TRANSPORT CONTAINERS A. Waste streams will be loaded into transport containers in a manner which minimizes the spilling of materials. Materials which have been segregated on site shall not be mixed in transport containers unless characterized as same waste type. Waste streams shall be secured in transport containers in accordance with the regulations which govern the transportation of these materials. At a minimum, each load of excavated material must be covered prior to leaving the site. Materials shall be loaded into transport containers in manner which does not damage any polyethylene sheeting or other protective liner installed. Transport vehicles shall not be driven over waste streams stockpiled on site or contaminated material which will be excavated during the completion of the Work. B. Furnish, install, and maintain any on-site temporary loading facilities as required. C. Provide equipment, personnel, and on-site facilities necessary to handle and load waste materials designated for off-site transport. D. Ensure that all waste materials loaded for off-site transportation have been accurately identified and are in compliance with appropriate state and federal regulations. TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS 02 81 00 - 5 E. Each container shall be visually inspected upon loading to ensure it is properly sealed and there are no signs of spillage or leakage. All vehicles hauling bulk wastes from the site shall be inspected by the Contractor prior to leaving the site. Contractor shall certify proper containerization for each transporter leaving the site. F. Containers found to be leaking or bulk transports found leaking shall not be loaded until source of leaking is located and source contained. Area where leaking occurred, and any contaminated equipment shall be decontaminated. G. Contractor shall be responsible for any and all cleanup activities involving waste spilled in transit or during loading operations and shall be at the Contractor’s expense. H. Contractor shall be responsible for verifying appropriate container sizes for off-site disposal in accordance with Federal Department of Transportation (DOT), state, and local regulations. Any requirements and expenses for oversize load are Contractor’s responsibility. 3.06 HAULING REQUIREMENTS A. Implement hauling or transport schedule which minimizes congestion on and around site. B. Obtain and prepare manifest forms, obtain waste code numbers, and complete waste shipment records as required by State of Iowa and 40 CFR 261 for verifying waste type and quantity of each load transported off-site. Manifest form shall be verified by City or Consultant and copies of each manifest retained by City or Consultant following shipment. C. City or Consultant will provide hazardous waste generator identification number and/or EPA identification number (for hazardous waste only) pursuant to 40 CFR 261 for use on manifest, if required. D. City or Consultant will sign hazardous waste manifest as generator. E. Transport waste from site only to those facilities listed on manifest. F. Routes and timing must be coordinated with City and appropriate state regulatory agencies. All highway and road restrictions shall be adhered to by Contractor. G. Use transporter(s) approved by City. Any use of substitute or additional transporters shall have previous approval of the City. 3.07 VEHICLE DECONTAMINATION A. Decontaminate transport vehicles and containers in a designated decontamination area prior to their leaving the site. Decontamination shall include the removal of material on the tires and axles of trucks and any other material on the vehicle as a result of loading operations. 3.08 OFF-SITE DISPOSAL A. Dispose of ACM at the Black Hawk County Landfill. No change in disposal facility for any type of waste stream shall be allowed without prior written approval of the City or Consultant. TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS 02 81 00 - 6 ****END OF SECTION**** ASBESTOS REMEDIATION 02 82 00 - 1 SECTION 02 82 00 ASBESTOS REMEDIATION PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Removal, Cleanup and Disposal of Asbestos Containing Material (ACM). 2. Applicable Standards and Guidelines. 1.02 MEASUREMENT AND PAYMENT A. The asbestos quantities shown in Exhibit “B” are approximate only but are considered sufficiently adequate for the purpose of comparing bids. The Contractor is responsible for verification of all materials and quantities listed in Exhibit “B”. Asbestos abatement bids will be for all asbestos identified within Exhibit “B”. No additions to the Contract will be allowed for additional ACMs discovered that amount to less than 10% of each material listed below. If additional amounts greater than 10% are identified, Contractor is to stop Work and notify the City and Consultant immediately. 1.03 DESCRIPTION A. The work includes removal and disposal of Asbestos Containing Materials (ACMs) from the former Rath Buildings located at 1442 Sycamore Street, Waterloo, Iowa 50703. The buildings are slated for demolition. Specifications for asbestos removal includes both friable and nonfriable ACMs. All ACMs removed from the property must be disposed of at the Black Hawk County Landfill. All materials removed from the property shall be done in accordance with local, state, and federal regulations. There are two bid options for the abatement: A) asbestos abatement of the entire structure, and B) asbestos abatement by area. There are threee distinct areas for Option B and they are shown on the Property Location Map in Exhibit “D”. Asbestos sample location maps separated by area are included in Exhibit “G”. The bid options are included in Exhibit “A”. 1. Contractor is responsible for verifying all quantities identified in Exhibit “B”. 2. No additional compensation will be made for materials not included in Contractor’s bid. 1.04 REFERENCE STANDARDS A. Title 29, Code of Federal Regulations, Sections 1910.1001, 1910.134, 1910.2, 1910.1200 and 1926.58. Occupational Safety and Health Administration (OSHA), US Department of Labor. B. Title 40, Code of Federal Regulations, Part 61, Subparts A and M, National Emission Standards for Hazardous Air Pollutants. U.S. Environmental Protection Agency. ASBESTOS REMEDIATION 02 82 00 - 2 C. Title 40, Code of Federal Regulations, Part 763, Subparts E and G, Asbestos Abatement Project. D. Chapter 88B of the Code of Iowa, removal or Encapsulation of Asbestos. E. Chapter 81 of the Iowa Administrative Code, Asbestos Control Procedures, Iowa Bureau of Labor. F. Iowa Bureau of Labor Guidelines for removal of Asbestos, Chapter 155. G. 29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition. H. Title Code of Federal Regulations Part 763, Asbestos Containing Materials in Schools. I. EPA Guidance Document: Asbestos Waste Management Guidance (Blue Book). 1.05 SUBMITTALS A. Pre-Abatement – to be received within 10 business days after Notice of Award. City will not compensate for project start delays due to late submittals. 1. Provide City and Consultant with a copy of written notification to federal and state agencies (Iowa DNR 10-Day Notification). 2. Submit a list of all personnel who will be involved in the abatement activity including, supervisors, workers, and any other personnel or agent who may be responsible for any aspect of the abatement activities. The list shall include all personnel’s Asbestos Abatement Certification numbers and expiration dates. No personnel may be on-site if not certified. 3. Submit a list of all subcontractor personnel who will be involved in the Work. The list shall include applicable required licenses/certifications. 4. Submit shop drawings for layout and construction of decontamination enclosure systems and barriers for isolation of the Work areas detailed in this Specification and required by applicable regulations if necessary. B. Abatement activities: 1. Contractor shall submit, as required by the City, job progress reports detailing abatement activities. 2. Contractor shall keep daily copies of Work site entry logbooks with information on worker and visitor access. This must include the names and certification numbers and an outline of Work accomplished by those who enter. Daily field reports must be provided to the Consultant the Monday following each work week. 3. Contractor shall submit a copy of emergency procedures. 4. Contractor shall record a log of all personnel who enter the Work area which will be made available to the City or Consultant upon request. Sign-in logs to be provided to the Consultant the Monday following each work week. ASBESTOS REMEDIATION 02 82 00 - 3 5. Submit copies of all transport manifests, trip tickets and disposal receipts for all asbestos waste materials removed from the Work area during the abatement process to the Consultant within seven (7) calendar days of completion of project. 6. The Project will not be considered complete until all submittals are received by the City, which will affect payment for the project. 1.06 QUALITY ASSURANCE A. Asbestos Firm Qualifications: An experienced firm that has specialized in asbestos abatement Work similar in size and scope to that indicated for this project. 1. Asbestos abatement workers must be licensed by the Iowa Department of Inspections, Appeals, & Licensing for the purpose of removal, encapsulation, enclosure, demolition, and maintenance of structures or components covered by or composed of asbestos containing materials. B. Regulatory Requirements: Comply with governing OSHA, Iowa DNR and U.S. EPA notification regulations before beginning renovation or demolition activities. Comply with hauling and disposal regulations of authorities having jurisdiction. C. Preconstruction Meeting: Attend meeting at project site if required by City. PART 2 PRODUCTS 2.01 MATERIALS A. The Contractor shall provide all materials and supplies necessary to complete the project. B. Store all materials so as to prevent damage or contamination. C. Damaged or deteriorating materials shall not be used. D. Containment materials shall be a minimum of six mil thick for walls and covering stationary objects. Containment materials for floors and other uses, including hauling, shall be at least six mil in thickness. E. Disposal bags shall be a minimum of six mil in thickness, pre printed with labels as required by 40 CFR 61.22(j)(3)(i)(C) and 49 CFR Part 172. F. Disposal drums shall be metal or fiberboard with locking ring tops. Stick on labels conforming to (E) shall be applied. G. Warning signs as specified by OSHA 29 CFR 1910.1001(j)(1)(ii) shall be used. H. Surfactant shall be a 50/50 mixture of polyoxyethyleneether and polyoxyethylene ester, or equivalent, mixed 1 fluid ounce to 5-gallon proportion, or as specified by the manufacturer. 2.02 EQUIPMENT A. General ASBESTOS REMEDIATION 02 82 00 - 4 1. The Contractor shall supply all tools and equipment necessary to complete the project. 2. A sufficient quantity of HEPA filtered air filtration units must be utilized to maintain required air exchanges. 3. Full body disposable protective clothing impenetrable to asbestos shall be provided to authorize personnel as needed. 4. Approved safety equipment shall be provided as needed. 5. Equipment needed to complete the project such as scaffolds (may not be wood per the Fire Prevention Bureau (FPB) Policy 2011-3), ladders, and hand tools, and other tools shall be provided as needed. 6. HEPA filtered vacuums shall be available as needed during the project. B. Respiratory Equipment 1. Respiratory protection in compliance with applicable OSHA regulations shall be provided. 2. For Class I work, the abatement workers and supervisors shall wear, at a minimum, powered air-purifying respirators with appropriate HEPA filters until such time that personal and short-term excursion limit samples show airborne asbestos levels of 0.3 f/cc or less. After these levels are achieved, the abatement workers and supervisors may switch to 1/2 face negative pressure respirators. If airborne asbestos levels reach a level of over 0.3 f/cc, PAPR's must again be utilized. C. Protective Clothing 1. Disposable clothing, including head and foot protection, shall be provided by the Contractor in sufficient quantities and adequate sizes for all workers and authorized visitors. 2. Launderable clothing, if required, shall be provided by the Contractor in sufficient quantities and adequate sizes for all workers and authorized visitors. 3. Hard hats, protective eyewear, gloves, rubber boots, and/or other footwear shall be provided by the Contractor as required for workers and authorized visitors. Safety shoes may be required for some activities. PART 3 EXECUTION 3.01 EXAMINATION A. Survey existing conditions and correlate with requirements indicated to determine extent of asbestos abatement required. B. Contractor to verify all quantities of ACM identified in Exhibit “B”. 3.02 PREPARATION ASBESTOS REMEDIATION 02 82 00 - 5 A. The Contractor shall post signs at all entrances to the job site, or 20 feet from the Work area at 30-foot intervals around the perimeter of the job site. Contractor must leave the property secured to protect the Work area. B. The Contractor will shut off and lock out all electric power feeding the job site. The Contractor will then provide temporary power together with ground fault circuit interrupters to supply the electrical needs of the project. C. All alterations to the Work area for purposes of containment set up or removal shall be the responsibility of the Contractor unless agreed upon previously with the City. D. The Contractor will shut down and lock out all HVAC systems that supply or pass through the Work area. Seal all vents with tape and two layers of six mil polyethylene (poly). E. The Contractor will arrange for sanitary facilities for abatement personnel outside the Work area and maintain them in a sanitary condition. F. The Contractor is responsible for providing water for project purposes. G. The Contractor will preclean all movable objects in the Work area and remove them to an uncontaminated area. H. The Contractor shall preclean all fixed objects and surfaces in the Work area. After precleaning, enclose fixed objects in at least six mil poly sheeting and seal securely with tape. Use the precleaning form in this specification to record the date, method, area, and identity of the supervisor. I. The Contractor shall cover floors in the work area with two layers of six mil poly. Floor material shall extend at least 12 inches up side walls. Seams that may allow leakage will be minimized and staggered. J. The Contractor shall cover walls in the work area with two layers of six mil poly. Wall material shall overlap floor materials by at least 12 inches. K. The Contractor shall provide a worker decontamination system where workers will enter and exit the work area. L. Any negative pressure containment must be smoke tested at the beginning of every shift and documented. Negative pressure containments must have a minimum of four air changes per hour and a differential pressure of 0.02 column inches of water. M. Asbestos diagrams and field forms are included in Exhibit “H”. 3.03 GENERAL PROCEDURES A. Removal of ACM 1. Wet all asbestos containing material with water or an amended water solution using equipment capable of providing a fine spray mist, in order to reduce airborne fiber concentrations when the material is disturbed. Saturate the material, however, do not allow excessive water to accumulate in the Work area. Keep all removed material wet enough to prevent fiber release until it can be containerized for disposal. Wetting ASBESTOS REMEDIATION 02 82 00 - 6 procedures are not equally effective on all types of asbestos containing materials but shall be used in all cases. 2. Saturated asbestos containing material shall be removed in manageable sections. Removed material should be containerized before moving to a new location for continuance of Work. Surrounding areas shall be periodically sprayed and maintained in a wet condition until visible material is cleaned up. 3. Material removed from each Work area shall not be dropped or thrown into disposal trucks or bins. Material should be removed as intact sections or components whenever possible and carefully lowered to the truck or bin container. 4. Area air sampling will be completed randomly during abatement. Following the completion of abatement and passing of a visual inspection, final clearance air monitoring samples will be collected from each containment area. All air samples will be analyzed using Phase Contrast Microscopy (PCM). 5. All Contractor staff working within a regulated area must have documentation of a negative exposure assessment for the type of work being performed from the previous 12 months. Personal air sampling may be completed by the Contactor in the absence of a negative exposure assessment. If a previous negative exposure assessment has not been completed, personal air sampling must be completed within seven days of beginning Work. 6. Each Work area shall be cleaned until it is free of ACM and/or contaminated debris or until approved by Consultant. Consultant will be on-site to conduct visual survey of each Work area that has been abated and will also collect PCM final clearance air monitoring samples. Should any visible reside remain, including nails or staples, it will be assumed to be asbestos and the Work area will be recleaned by the Contractor and reinspected. A visual inspection form will be signed by the Contractor and Consultant following passing of a visual inspection. If PCM air monitoring samples fail, Contractor will be responsible for recleaning the Work area and removing porous materials from Work area prior to a retesting. 7. Following passing of a visual inspection and PCM final clearance air samples, if collected – will be for interior containments, the containment material may be removed upon notification from the Consultant. B. Disposal of ACM 1. As the Work progresses, to prevent exceeding available storage capacity on-site, sealed and labeled containers of asbestos containing waste shall be removed and transported to the prearranged disposal location. 2. Disposal must occur at an authorized site in accordance with regulatory requirements of NESHAPS and applicable state and local guidelines and regulations. 3. All Waste Shipment Records shall be delivered to the City. A recommended record keeping format utilizes the Waste Shipment Record (WSR) which includes the names and addresses of the Generator (City), Contractor, Transporter, and Disposal ASBESTOS REMEDIATION 02 82 00 - 7 Site, the estimated quantity of the asbestos waste and the type of containers used. The form should be signed by the Contractor, the Transporter and the Disposal Site Operator, as the responsibility for the material changes hands. Instructions can be found with the Waste Shipment Records. 4. The Contractor and Transporter should retain a copy of the WSR upon completing their portion of it. The Disposal Site Operator should retain a copy and return a completed copy to the Generator within 45 days of the ACM leaving the Project Area. 5. All ACM that is readied for transport must be labeled with the name of the waste generator and the location at which the waste was generated. The Contractor is responsible for providing the label. 6. Once debris have been removed from the Work area, they shall be loaded into a lined or enclosed truck for transportation. 7. The enclosed cargo area of the truck shall be free of debris and lined with six mil poly sheeting to prevent contamination from leaking or spilled containers. Floor sheeting shall be installed first and extend up the side walls. Wall sheeting shall be overlapped and taped into place. 8. Any debris or residue observed on containers or surfaces outside of the Work area resulting from cleanup or disposal activities shall be immediately cleaned up using HEPA filtered vacuum equipment and/or wet methods as appropriate. 3.04 ABATEMENT PROCEDURES A. Class I Work 1. Removal of Asbestos Containing Materials a. The Contractor shall wet all asbestos materials with amended water and saturate it to the substrate. Saturate the asbestos material sufficiently so that at no time will there be fiber release from dry asbestos. Misting or spraying may be used to assist in fiber settling. b. Immediately following removal, wet asbestos shall be packed into bags or drums. Seal containers and move them to the waste container airlock. Bags should not be overfilled. Asbestos waste with sharp components shall be contained in drums before removal from the Work area. c. Asbestos material shall not be dropped or thrown to the floor. Material should be removed as intact sections or components whenever possible and carefully lowered to the floor If this cannot be done for materials greater than 50-feet above the floor, a dust-tight chute shall be constructed to transport the material to containers on the floor or the material may be containerized at elevated levels (e.g., on scaffolds) and carefully lowered to the ground by mechanical means. For materials between 15 and 50 feet above the ground, they may be containerized at elevated levels or dropped onto inclined chutes or scaffolding for subsequent collection and containerization. ASBESTOS REMEDIATION 02 82 00 - 8 d. Upon being lowered to the ground, unwrapped material shall be transferred to a closed receptable in such a manner as to preclude the dispersion of dust. e. Bags of asbestos waste shall be removed from Work area at the end of each shift to prevent water leakage. f. Surfaces from which asbestos was stripped shall be brushed or hand cleansed until no visible asbestos residue remains. g. Special circumstances (e.g., live electrical equipment or live steam lines) may prohibit the adequate use of wet methods to reduce fiber concentrations. For these situations, a dry removal may be required. The Contractor will have to acquire special permits, different from those mentioned herein from the NESHAP enforcement agency. h. The regulated areas are to be established and all removal workers are to wear appropriate respirators and protective clothing. 2. Clean-up Procedures a. Collect and containerize all visible accumulations of asbestos containing materials and debris. b. Wet clean all surfaces in the Work area using rags, mops, or sponges, as appropriate. c. Remove all containerized waste from the Work area and waste container airlock. d. Decontaminate and remove all unnecessary tools and equipment. e. Inspect the Work area for visible residue. If any accumulation of residue is observed, it will be assumed to asbestos and the Work area shall be recleaned. f. Apply a thin coating of an encapsulating agent to all surfaces in the Work area to seal in non-visible residue. The Contractor shall verify the compatibility of any encapsulating agent with future replacement material. B. Class II Asbestos Work - Flooring 1. Resilient flooring shall be removed by wetting the sharp point where the material will be cut and during delamination. Rip-up of resilient flooring is prohibited. 2. Mechanical chipping is prohibited unless performed in an NPE. 3. Tiles shall be removed intact unless the employer demonstrates that intact removal is not possible. 4. The regulated areas are to be established and all removal workers are to wear appropriate respirators and protective clothing. C. Class II Asbestos Work - Roofing 1. Roofing material shall be removed intact to the extent possible. 2. Cutting machines shall be continuously misted during use, unless misting substantially decreases worker safety. ASBESTOS REMEDIATION 02 82 00 - 9 3. All loose dust left from cutting operations must be immediately HEPA vacuumed. 4. Unwrapped or unbagged roofing material must immediately be lowered to the ground via covered, dust-tight chute, crane or hoist, or wrapped in plastic sheeting and lowered to the ground no later than the end of the Work shift. 5. Upon being lowered to the ground, unwrapped material shall be transferred to a closed receptacle in such a manner as to preclude the dispersion of dust. 6. Roof level heating and ventilation air intake sources shall be isolated or the ventilation system shall be shut down. 7. The regulated areas are to be established and all removal workers are to wear appropriate respirators and protective clothing. D. Class II Asbestos Work - Siding, shingles, or transite panels 1. Cutting, abrading, or breaking of these materials shall be prohibited unless the employer can demonstrate that other methods less likely to release asbestos fibers cannot be used. 2. Each panel or shingle shall be sprayed with amended water prior to removal. 3. Unwrapped or unbagged panels or shingles must immediately be lowered to the ground via covered, dust-tight chute, crane or hoist, or wrapped in an impervious waste bag or wrapped in plastic sheeting and lowered to the ground no later than the end of the Work shift. 4. Nails shall be removed intact. If determined they are not able to be removed intact, Contractor may cut with flat, sharp instruments. 5. The regulated areas are to be established and all removal workers are to wear appropriate respirators and protective clothing. E. Class II Asbestos Work - Gaskets 1. If a gasket is unlikely to be removed intact, removal shall be undertaken within a glovebag. 2. The gasket shall be thoroughly wetted with amended water prior to removal. 3. The wet gasket shall immediately be placed in a disposal container. 4. Any scraping to remove residue must be performed wet. 5. The regulated areas are to be established and all removal workers are to wear appropriate respirators and protective clothing. F. Class II Asbestos Work - Other 1. The material must be thoroughly wetted with amended water prior to removal. 2. The material shall be removed in an intact manner unless the employer demonstrates that intact removal is not possible. ASBESTOS REMEDIATION 02 82 00 - 10 3. Cutting, abrading, or breaking of these materials shall be prohibited unless the employer can demonstrate that other methods less likely to release asbestos fibers cannot be used. 4. ACM removed, shall be immediately bagged or wrapped, or kept wetted until transferred to a closed receptacle, no later than the end of the Work shift. 5. The regulated areas are to be established and all removal workers are to wear appropriate respirators and protective clothing. G. Class III Asbestos Work 1. Work shall be performed using wet methods. 2. To the extent feasible, the Work shall be performed using local exhaust ventilation. 3. Where the disturbance involves drilling, cutting, abrading, sanding, chipping, breaking, or sawing of TSI or surfacing material, the employer shall use impermeable drop cloths, and shall isolate the area using mini-containments or glovebags. 4. The employer shall contain the area using impermeable drop cloths and plastic barriers or their equivalent, or shall build an NPE. 5. The regulated areas are to be established and all removal workers are to wear appropriate respirators and protective clothing. H. Class IV Asbestos Work 1. ACM or PACM debris will be promptly cleaned using wet methods and/or HEPA vacuuming. 2. The regulated areas are to be established and all removal workers are to wear appropriate respirators and protective clothing. 3. In areas where friable TSI or surfacing materials are located, waste and debris must be assumed to contain asbestos. 3.05 GLOVEBAG PROCEDURES A. Glovebagging may not be performed on pipes whose temperature exceeds 150 degrees Fahrenheit. B. The regulated areas are to be established and all removal workers are to wear appropriate respirators and protective clothing. C. At least two persons shall perform the work on each individual glovebag. D. A protective shroud of at least six mil poly shall be placed under the glovebag area. A plastic barrier shall be utilized if the glovebag area is occupied. E. Loose and friable material adjacent to the glovebag is to be wrapped and sealed in two layers of six mil poly. F. Glove bags must be installed so that they completely cover the pipe or other structure where asbestos removal work is to be done. Glove bags shall be installed by cutting the sides of the glove bag to fit the size of the pipe form which asbestos is to be removed. ASBESTOS REMEDIATION 02 82 00 - 11 The glove bag is attached to the pipe by folding the open edges together, stapling them, and securely sealing them with tape. All openings in the glove bag must be sealed with duct tape or equivalent to prevent any leakage from the bag. G. Each glove bag is to be smoke tested after installation on the pipe prior to beginning removal. Smoke testing will be done by the Consultant or Contractor by inserting the smoke tube through a small hole in the glove bag. The glove bag is then filled with smoke, the tube is removed, and the hole patched with duct tape. The glove bag is then squeezed. If smoke escapes from the glove bag, the leak is to be sealed. Removal may begin after approval by Consultant or documentation of adequate smoke testing by the Contractor. H. The employees who are performing the asbestos removal with the glove bag must don at least a half mask dual-cartridge HEPA filtered respirator and wear disposable protective clothing. Respirators should be worn by employees who are in close contact with the glove bag and who may thus be exposed as a result of small gaps in the seams of the bag or holes punched through the bag by a razor knife or a piece of wire mesh. I. A HEPA filtered vacuum is to be inserted into the glovebag and left running continuously during the glovebag removal. J. The material to be removed must be adequately wetted with a wetting agent prior to removal. The removed asbestos material from the pipe or other surface must be thoroughly wetted with a wetting agent (applied with a sprayer wand inserted through a small hole cut in the bag with an airtight seal). K. A wetting agent must then be used to spray any layer of dry material that is exposed beneath the mesh, the surface of the stripped underlying structure, and the inside of the glove bag. L. After removal of the layer of asbestos containing material, the pipe or surface from which asbestos has been removed must be thoroughly cleaned with a brush and wet wiped with a wetting agent until no traces of the asbestos containing material can be seen. M. Any asbestos containing insulation edges that have been exposed as a result of the removal or maintenance activity must be encapsulated with bridging encapsulant to ensure that the edges do not release asbestos fibers to the atmosphere after the glove bag has been removed. N. When the asbestos removal and encapsulation have been completed, the bag may be removed from the pipe and sealed with tape to keep the asbestos materials safely in the bottom of the bag. The glove bag must then be double bagged in a labeled six mil poly bag, sealed, and removed from the Work area to be disposed of properly. 3.06 SCOPE OF WORK A. Adhesive Removal (Panel) 1. Remove the asbestos containing adhesive. All asbestos removal Work is to be done as per this specification. The Contractor is to remove all movable objects in the containment area. All objects which must remain in the containment areas are to be sealed with a minimum of one layer of six mil poly. The containments must have a ASBESTOS REMEDIATION 02 82 00 - 12 minimum of four air changes per hour and a differential pressure of 0.02 column inches of water. A single cell decontamination unit must be attached to the containment. The floor(s) in the containment area are to have a minimum of two layers of six mil poly. The asbestos containing material is to be wetted before and during removal. The adhesive is to be removed intact to the extent possible. The Contractor is responsible for cleaning up the ACM debris in the removal area by wet methods, HEPA-filtered vacuums, or a combination of each. The asbestos containing material must immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. All disposal containers must be cleaned prior to removal from the contained area. If the Contractor is using barrels, barrels must be lined with six mil poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. B. Asphalt Shingles / Ceiling Covering / Ceiling Covering Tar / Cork Tar Paper 1. Remove the asbestos containing asphalt shingles, ceiling covering, ceiling covering tar, and cork tar paper. All asbestos removal Work is to be done as per this specification. The Contractor is to remove all movable objects in the containment area. All objects which must remain in the containment areas are to be sealed with a minimum of one layer of six mil poly. The containments must have a minimum of four air changes per hour and a differential pressure of 0.02 column inches of water. A single cell decontamination unit must be attached to the containment. The floor(s) in the containment area are to have a minimum of two layers of six mil poly. The asbestos containing material is to be wetted before and during removal. The asphalt shingles are to be removed intact to the extent possible. The Contractor is responsible for cleaning up the ACM debris in the removal area by wet methods, HEPA-filtered vacuums, or a combination of each. The asbestos containing material must immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. All disposal containers must be cleaned prior to removal from the contained area. If the Contractor is using barrels, barrels must be lined with six mil poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. C. Caulk Removal (Exterior/Roof) 1. Remove the asbestos containing caulking. All asbestos removal Work is to be done as per this specification. The Contractor is to drape one layer of six mil poly on the ground around the perimeter of the building. The poly is to be draped in such a manner as to catch any asbestos debris that may be caused by the removal process. The asbestos containing material is to be wetted before and during removal. The caulking is to be removed intact to the extent possible. The Contractor is responsible for cleaning up the ACM debris in the removal area by wet methods, HEPA-filtered vacuums, or a combination of each. The asbestos containing material must ASBESTOS REMEDIATION 02 82 00 - 13 immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. All disposal containers must be cleaned prior to removal. If the Contractor is using barrels, barrels must be lined with six mil poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. D. Caulk Removal (Interior) 1. Remove the asbestos containing caulking. All asbestos removal Work is to be done as per this specification. The Contractor is to remove all movable objects in the containment area. All objects which must remain in the containment areas are to be sealed with a minimum of one layer of six mil poly. The containments must have a minimum of four air changes per hour and a differential pressure of 0.02 column inches of water. A single cell decontamination unit must be attached to the containment. The floor(s) in the containment area are to have a minimum of two layers of six mil poly. The asbestos containing material is to be wetted before and during removal. The caulk is to be removed intact to the extent possible. The Contractor is responsible for cleaning up the ACM debris in the removal area by wet methods, HEPA-filtered vacuums, or a combination of each. The asbestos containing material must immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. All disposal containers must be cleaned prior to removal from the contained area. If the Contractor is using barrels, barrels must be lined with six mil poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. E. Cement Board/Transite Wall Panel Removal 1. Remove the asbestos containing cement board/transite wall paneling. All asbestos removal Work is to be done as per this specification. The Contractor is to remove all movable objects in the containment area. All objects which must remain in the containment areas are to be sealed with a minimum of one layer of six mil poly. The containments must have a minimum of four air changes per hour and a differential pressure of 0.02 column inches of water. A single cell decontamination unit must be attached to the containment. The floor(s) in the containment area are to have a minimum of two layers of six mil poly. The asbestos containing material is to be wetted before and during removal. The cement board/transite wall paneling is to be removed intact to the extent possible. Nails or staples shall be removed intact. If determined they are not able to be removed intact then the Contractor may cut with flat, sharp instruments. The Contractor is responsible for cleaning up the ACM debris in the removal area by wet methods, HEPA-filtered vacuums, or a combination of each. The asbestos containing material must immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. All disposal containers must be cleaned prior to removal ASBESTOS REMEDIATION 02 82 00 - 14 from the contained area. If the Contractor is using barrels, barrels must be lined with six mil poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. F. Chalkboard Removal 1. Remove the asbestos containing chalkboards. All asbestos removal Work is to be done as per this specification. The Contractor is to remove all movable objects in the containment area. All objects which must remain in the containment areas are to be sealed with a minimum of one layer of six mil poly. The containments must have a minimum of four air changes per hour and a differential pressure of 0.02 column inches of water. A single cell decontamination unit must be attached to the containment. The floor(s) in the containment area are to have a minimum of two layers of six mil poly. The asbestos containing material is to be wetted before and during removal. The chalkboards are to be removed intact to the extent possible. Nails or staples shall be removed intact. If determined they are not able to be removed intact then the Contractor may cut with flat, sharp instruments. The Contractor is responsible for cleaning up the ACM debris in the removal area by wet methods, HEPA-filtered vacuums, or a combination of each. The asbestos containing material must immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. All disposal containers must be cleaned prior to removal from the contained area. If the Contractor is using barrels, barrels must be lined with six mil poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. G. Duct Sealant Removal 1. Remove the asbestos containing sealant. All asbestos removal Work is to be done as per this specification. The Contractor is to remove all movable objects in the containment area. All objects which must remain in the containment areas are to be sealed with a minimum of one layer of six mil poly. The containments must have a minimum of four air changes per hour and a differential pressure of 0.02 column inches of water. A single cell decontamination unit must be attached to the containment. The floor(s) in the containment area are to have a minimum of two layers of six mil poly. The asbestos containing material is to be wetted before and during removal. The duct sealant is to be removed intact to the extent possible. The Contractor is responsible for cleaning up the ACM debris in the removal area by wet methods, HEPA-filtered vacuums, or a combination of each. The asbestos containing material must immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. All disposal containers must be cleaned prior to removal from the contained area. If the Contractor is using barrels, barrels must be lined with six mil ASBESTOS REMEDIATION 02 82 00 - 15 poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. H. Elevator Equipment Removal 1. Remove the asbestos containing elevator equipment. All asbestos removal Work is to be done as per this specification. The Contractor is to remove all movable objects in the containment area. All objects which must remain in the containment areas are to be sealed with a minimum of one layer of six mil poly. The containments must have a minimum of four air changes per hour and a differential pressure of 0.02 column inches of water. A single cell decontamination unit must be attached to the containment. The floor(s) in the containment area are to have a minimum of two layers of six mil poly. The asbestos containing material is to be wetted before and during removal. The elevator equipment is to be removed intact to the extent possible. The Contractor is responsible for cleaning up the ACM debris in the removal area by wet methods, HEPA-filtered vacuums, or a combination of each. The asbestos containing material must immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. All disposal containers must be cleaned prior to removal from the contained area. If the Contractor is using barrels, barrels must be lined with six mil poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. I. Expansion Joint Removal 1. Remove the asbestos containing expansion joint. All asbestos removal Work is to be done as per this specification. The Contractor is to drape one layer of six mil poly on the ground around the perimeter of the building. The poly is to be draped in such a manner as to catch any asbestos debris that may be caused by the removal process. The asbestos containing material is to be wetted before and during removal. The expansion joint is to be removed intact to the extent possible. The Contractor is responsible for cleaning up the ACM debris in the removal area by wet methods, HEPA-filtered vacuums, or a combination of each. The asbestos containing material must immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. All disposal containers must be cleaned prior to removal. If the Contractor is using barrels, barrels must be lined with six mil poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. J. Felt & Felt-Wrapped Pipe Insulation Tar 1. Remove the asbestos containing felt & tar. All asbestos removal work is to be done as per this specification. The Contractor is to remove all movable objects in the containment area. All objects which must remain in the containment areas are to be sealed with a minimum of one layer of six mil poly. The containments must have a minimum of four air changes per hour and a differential pressure of 0.02 column inches of water. A full and functional three chamber decontamination unit must be ASBESTOS REMEDIATION 02 82 00 - 16 attached to the containment. The floor(s) in the containment area are to have a minimum of two layers of six mil poly. The asbestos containing material is to be wetted before and during removal. The pipe where the felt & tar are in place is to be double wrapped in six mil poly. The pipe is then to be cut in areas where there is no felt or tar. The Contractor is responsible for cleaning up the ACM debris in the removal area by wet methods, HEPA-filtered vacuums, or a combination of each. The asbestos containing material must immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. All disposal containers must be cleaned prior to removal from the contained area. If the Contractor is using barrels, barrels must be lined with six mil poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. K. Fire Door Removal 1. Remove the asbestos containing fire doors. All asbestos removal work is to be done as per this specification. The Contractor is to remove all movable objects in the containment area. All objects which must remain in the containment areas are to be sealed with a minimum of one layer of six mil poly. The containments must have a minimum of four air changes per hour and a differential pressure of 0.02 column inches of water. A single cell decontamination unit must be attached to the containment. The asbestos containing material is to be wetted before and during removal. The fire doors are to be removed intact to the extent possible. The Contractor is responsible for cleaning up the ACM debris in the removal area by wet methods, HEPA-filtered vacuums, or a combination of each. The asbestos containing material must immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. All disposal containers must be cleaned prior to removal from the contained area. If the Contractor is using barrels, barrels must be lined with six mil poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. L. Floor Debris Removal 1. Remove the asbestos containing floor debris – including pipe insulation, steamer insulation, aircell pipe insulation, and duct wrap. All asbestos removal is to be done as per this specification. The Contractor is to remove all movable objects in the containment area. All objects which must remain in the containment areas are to be sealed with a minimum of one layer of six mil poly. The containments must have a minimum of four air changes per hour and a differential pressure of 0.02 column inches of water. A full and functional three chamber decontamination unit must be attached to the containment. The asbestos containing material is to be wetted before and during removal. The floor debris is to be removed intact to the extent possible. The Contractor is responsible for cleaning up the ACM debris in the removal area by wet methods, ASBESTOS REMEDIATION 02 82 00 - 17 HEPA-filtered vacuums, or a combination of each. The asbestos containing material must immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. All disposal containers must be cleaned prior to removal from the contained area. If the Contractor is using barrels, barrels must be lined with six mil poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. M. Floor Tile Mastic Removal 1. Remove the asbestos containing floor tile mastic. All asbestos removal is to be done as per this specification. The Contractor is to remove all movable objects in the containment area. All objects which must remain in the containment areas are to be sealed with a minimum of one layer of six mil poly. The containments must have a minimum of four air changes per hour and a differential pressure of 0.02 column inches of water. A single cell decontamination unit must be attached to the containment. The asbestos containing material is to be wetted before and during removal. The floor tile mastic is to be removed intact to the extent possible. If the asbestos containing floor tile mastic is located beneath carpet, all critical barriers and negative air enclosures must be operational prior to carpet removal. The Contractor is responsible for cleaning up the ACM debris in the removal area by wet methods, HEPA-filtered vacuums, or a combination of each. The asbestos containing material must immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. All disposal containers must be cleaned prior to removal from the contained area. If the Contractor is using barrels, barrels must be lined with six mil poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. N. Floor Tile Removal 1. Remove the asbestos containing floor tile. All asbestos removal Work is to be done as per this specification. The Contractor is to remove all movable objects in the containment area. All objects which must remain in the containment areas are to be sealed with a minimum of one layer of six mil poly. The containments must have a minimum of four air changes per hour and a differential pressure of 0.02 column inches of water. A single cell decontamination unit must be attached to the containment. The asbestos containing material is to be wetted before and during removal. The floor tile is to be removed in an intact manner if possible. If the asbestos containing floor tile mastic is located beneath carpet, all critical barriers and negative air enclosures must be operational prior to carpet removal. The Contractor is responsible for cleaning up the ACM debris in the removal area by wet methods, HEPA-filtered vacuums, or a combination of each. The asbestos containing material must immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. All disposal containers must be cleaned prior to removal from the contained area. If the Contractor is using barrels, barrels must be lined with ASBESTOS REMEDIATION 02 82 00 - 18 six mil poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. O. Heater/Tank Insulation Removal 1. Remove the asbestos containing heater/tank insulation. All asbestos removal Work is to be done as per this specification. The Contractor is to remove all movable objects in the containment area. All objects which must remain in the containment areas are to be sealed with a minimum of one layer of six mil poly. The containments must have a minimum of four air changes per hour and a differential pressure of 0.02 column inches of water. A full and functional three chamber decontamination unit must be attached to the containment. The floor(s) in the containment area are to have a minimum of two layers of six mil poly. The asbestos containing material is to be wetted before and during removal. The heater/tank insulation is to be removed in an intact manner if possible. The Contractor is responsible for cleaning up the ACM debris in the removal area by wet methods, HEPA-filtered vacuums, or a combination of each. The asbestos containing material must immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. All disposal containers must be cleaned prior to removal from the contained area. If the Contractor is using barrels, barrels must be lined with six mil poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. P. Pipe Insulation/Duct Wrap Removal (Containment) 1. Remove the asbestos containing pipe insulation/duct wrap. All asbestos removal Work is to be done as per this specification. The Contractor is to remove all movable objects in the containment area. All objects which must remain in the containment areas are to be sealed with a minimum of one layer of six mil poly. The containments must have a minimum of four air changes per hour and a differential pressure of 0.02 column inches of water. A full and functional three chamber decontamination unit must be attached to the containment. The floor(s) in the containment area are to have a minimum of two layers of six mil poly. The asbestos containing material is to be wetted before and during removal. The pipe where the insulation and duct wrap are in place is to be double wrapped in six mil poly. The pipe is then to be cut in areas where the is no insulation or wrap. The Contractor is responsible for cleaning up the ACM debris in the removal area by wet methods, HEPA-filtered vacuums, or a combination of each. The asbestos containing material must immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. All disposal containers must be cleaned prior to removal from the contained area. If the Contractor is using barrels, barrels must be lined with six mil poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. ASBESTOS REMEDIATION 02 82 00 - 19 Q. Pipe Insulation/Duct Wrap Removal (Glovebag) 1. Remove the asbestos containing pipe insulation/duct wrap. All asbestos removal Work is to be done using the glovebag removal method per this specification. The Contractor is to remove all movable objects in the containment area. All objects which must remain in the containment areas are to be sealed with a minimum of one layer of six mil poly. The Contractor is to drape one layer of six mil poly on the ground immediately underneath the removal area. If more than 20 linear feet of ACM pipe insulation is being removed in any one functional space, Contractor must place the area under negative pressure as described in this specification. The containments must have a minimum of four air changes per hour and a differential pressure of 0.02 column inches of water A full and functional three chamber decontamination unit must be attached to the containment. Before beginning Work, each glovebag shall be inspected for breaches and smoke- tested for leaks, and any leaks sealed. The asbestos containing pipe insulation/duct wrap is to be removed intact to the extent possible. The asbestos pipe insulation/duct wrap is to be well wetted with amended water before disturbance and removal. During removal the asbestos containing pipe insulation should continue to be wetted with amended water to avoid visible emissions. The asbestos containing material must immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. All disposal containers must be cleaned prior to removal from the contained area. If the Contractor is using barrels, barrels must be lined with six mil poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. R. Roofing Material Removal 1. Remove the asbestos containing roofing material. All asbestos removal Work is to be done as per this specification. The asbestos containing material is to be wetted before and during removal. The roofing material is to be removed intact to the extent possible. Roof level heating and ventilation air intake sources shall be isolated, or the ventilation system shall be shut down. Cutting machines shall be continuously misted during use, unless misting substantially decreases worker safety. All loose dust left from cutting operations must be immediately HEPA vacuumed. Unwrapped or unbagged roofing material must immediately be lowered to the ground via covered, dust-tight chute, crane or hoist, or wrapped in plastic sheeting and lowered to the ground no later than the end of the Work shift. Upon being lowered to the ground, unwrapped material shall be transferred to a closed receptacle in such a manner as to preclude the dispersion of dust. The asbestos containing material must immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. The Contractor is responsible for cleaning up the ACM debris in the removal area by wet methods, HEPA-filtered vacuums, or a combination of each. All disposal containers must be cleaned prior to removal. If the Contractor is using barrels, barrels must be lined with ASBESTOS REMEDIATION 02 82 00 - 20 six mil poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. S. Tar (Roof) Removal 1. Remove the asbestos containing roof tar. All asbestos removal Work is to be done as per this specification. The asbestos containing material is to be wetted before and during removal. The roof tar is to be removed intact to the extent possible. Roof level heating and ventilation air intake sources shall be isolated, or the ventilation system shall be shut down. Cutting machines shall be continuously misted during use, unless misting substantially decreases worker safety. All loose dust left from cutting operations must be immediately HEPA vacuumed. Unwrapped or unbagged roofing material must immediately be lowered to the ground via covered, dust-tight chute, crane or hoist, or wrapped in plastic sheeting and lowered to the ground no later than the end of the Work shift. Upon being lowered to the ground, unwrapped material shall be transferred to a closed receptacle in such a manner as to preclude the dispersion of dust. The asbestos containing material must immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. The Contractor is responsible for cleaning up the ACM debris in the removal area by wet methods, HEPA-filtered vacuums, or a combination of each. All disposal containers must be cleaned prior to removal. If the Contractor is using barrels, barrels must be lined with six mil poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. T. Tar (Wall/Cork Insulation) Removal 1. Remove the asbestos containing tar. All asbestos removal Work is to be done as per this specification. The Contractor is to remove all movable objects in the containment area. All objects which must remain in the containment areas are to be sealed with a minimum of one layer of six mil poly. The containments must have a minimum of four air changes per hour and a differential pressure of 0.02 column inches of water. A single cell decontamination unit must be attached to the containment. The floor(s) in the containment area are to have a minimum of two layers of six mil poly. The asbestos containing material is to be wetted before and during removal. The tar is to be removed intact to the extent possible. The Contractor is responsible for cleaning up the ACM debris in the removal area by wet methods, HEPA-filtered vacuums, or a combination of each. The asbestos containing material must immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. All disposal containers must be cleaned prior to removal from the contained area. If the Contractor is using barrels, barrels must be lined with six mil poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. U. Transite Panel – Corrugated (Exterior) Removal ASBESTOS REMEDIATION 02 82 00 - 21 1. Remove the asbestos containing corrugated transite paneling. All asbestos removal Work is to be done as per this specification. The Contractor is to drape one layer of six mil poly on the ground around the perimeter of the building. The poly is to be draped in such a manner as to catch any asbestos debris that may be caused by the removal process. The asbestos containing material is to be wetted before and during removal. The corrugated transite paneling is to be removed intact to the extent possible. Nails or staples shall be removed intact, if determined they are not able to be removed intact than the Contractor may cut with flat, sharp instruments. The Contractor is responsible for cleaning up the ACM debris in the removal area by wet methods, HEPA-filtered vacuums, or a combination of each. The asbestos containing material must immediately be placed in six mil poly bags with the appropriate OSHA, DOT, and waste generator labels affixed. All disposal containers must be cleaned prior to removal from the contained area. If the Contractor is using barrels, barrels must be lined with six mil poly and properly sealed and labeled. The asbestos containing material is to be disposed of at the Black Hawk County Landfill. ****END OF SECTION**** EXHIBIT A – Signature Page Page 1 of 2 EXHIBIT “A” ASBESTOS ABATEMENT RATH BUILDINGS 1442 SYCAMORE STREET, WATERLOO, IOWA 50703 SIGNATURE PAGE The undersigned Proposer/Bidder, having examined these documents and having full knowledge of the condition under which the work described herein must be performed, hereby proposes that they will fulfill the obligations contained herein in accordance with all instructions, terms, conditions, and specifications set forth; and that they will furnish all required services and pay all incidental costs in strict conformity with these documents for the stated process as payment in full. The City shall award one or more Contracts to the responsible Bidder(s) whose bid, conforming to the Specifications and without regard to whether the bid is made on a per-Option or a total basis, is most advantageous to the City of Waterloo, price and other factors considered. The City reserves the right to award a contract for any single Option, any combination of Options, or all Options together. OPTION A: asbestos abatement and disposal of the entirety of the former Rath Buildings located at 1442 Sycamore Street: Our bid, for asbestos abatement and disposal of the entirety of the former Rath Buildings located at 1442 Sycamore Street is, not to exceed: Total “lump sum” bid: $ _______________ Total in written form: ___________________________________________________________ OPTION B: asbestos abatement and disposal by area of the former Rath Buildings located at 1442 Sycamore Street: Our bid, for asbestos abatement and disposal by area of the former Rath Buildings located at 1442 Sycamore Street is, not to exceed: Total “Area 1” bid: $ _______________ Total “Area 2” bid: $ _______________ Total “Area 3” bid: $ _______________ Total for Area 1 in written form: ___________________________________________________________ Total for Area 2in written form: ___________________________________________________________ Total for Area 3 in written form: ___________________________________________________________ Submitting Firm: ______________________________________________________________________ Address: ______________________________________________________________________ City: ____________________________ State: ______________ Zip: _____________ Authorized Representative (print) _________________________________________________________ Authorized Representative Signature ______________________________________________________ Date : ________________________________ Email: ______________________________ Phone: _________________________________ Fax: _______________________________ Page 2 of 2 EXCEPTIONS/DEVIATIONS to this Request for Bid shall be listed in writing on an attached document provided by the Bidder. Please be as specific as possible. Please check one: ____ Our company has no exceptions/deviations. ____ Our company does have exceptions/deviations which are listed on an attached document. SUBCONTRACTORS AND SUB-CONTRACTORS to this Request for Bid shall be listed in writing on an attached document provided by the Bidder. Please be as specific as possible. Please check one: ____ Our company has no subcontractors or sub-subcontractors. ____ Our company does have subcontractors or sub-subcontractors which are listed on an attached document. GENERAL INFORMATION. Freight and/or delivery charges, if any, shall be included in the price. FIRM PRICING. Offered prices shall remain firm for a minimum of sixty (60) days after the due date of this solicitation unless indicated otherwise. Accepted prices shall remain firm for the duration of the Contract. ADDENDA (It is the Bidder’s responsibility to check for issuance of any addenda). The authorized representative herby acknowledges receipt of the following addenda: Addenda Number _____ Date __________ Addenda Number _____ Date __________ We choose not to bid at this time but would like to be considered for future requests for bid EXHIBIT B – Bid Items and Quantities Page 1 of 9 EXHIBIT “B” ASBESTOS ABATEMENT RATH BUILDINGS 1442 SYCAMORE STREET, WATERLOO, IOWA 50703 BID ITEMS AND QUANTITIES The Quantities shown below are approximate only but are considered sufficiently adequate for the purpose of the Project Manual and comparing bids. The Contractor is responsible for verification of all materials and quantities listed below. No additions to the Contract will be allowed for additional ACMs discovered that amount to less than ten percent (10%) of each material listed below. If additional amounts greater than ten percent (10%) are identified, Contractor is to stop work and notify the City and/or City’s consultant immediately. No compensation for removal of suspect ACMs without prior authorization by City and/or City’s consultant will be approved. All materials and quantities are subject to revision by the City. The first table is the list of ACM throughout the entire structure. The second table separates out the ACM by area to assist with bidding Option B. ASBESTOS CONTAINING MATERIALS SAMPLE LIST (ENTIRE STRUCTURE) Material Substance Location Asbestos Content Est. Quantity Pipe Insulation Basement; 1st Floor; 2nd Floor; 4th Floor; 5th Floor; 6th Floor; 7th Floor 20% Amosite / 8% Chrysotile 25% Chrysotile 20% Amosite / 3% Chrysotile 5% Amosite / 15% Chrysotile 20% Chrysotile 60% Chrysotile Basement: 355 LF 1st Floor: 65 LF 2nd Floor: 255 LF 4th Floor: 655 LF 5th Floor: 665 LF 6th Floor: 910 LF 7th Floor: 295 LF Total: 3,200 LF Heater Insulation Basement 30% Chrysotile 25 SF Felt-Wrapped Pipe Insulation Tar and Felt Roof (& 5th Floor and 7th Floor) 30% Chrysotile 1,100 LF Door Caulk Elevator Doors – All Floors West Exterior Loading Dock SW Exterior Loading Dock 5% Chrysotile 10% Chrysotile 1.2% Chrysotile Elevator: 280 LF West Loading Dock: 8 LF SW Loading Dock: 10 LF Pipe Insulation Debris / Steamer Insulation Debris / Aircell Pipe Insulation Debris / Duct Wrap Debris Basement; 2nd Floor; 5th Floor; 6th Floor; 7th Floor 10% Amosite 20% Amosite / 8% Chrysotile 25% Chrysotile 20% Amosite / 3% Chrysotile 5% Amosite / 15% Chrysotile 20% Chrysotile 60% Chrysotile 20% Chrysotile 70% Chrysotile Basement: 600 SF 2nd Floor: 1,500 SF 5th Floor: 2,500 SF 6th Floor: 650 SF 7th Floor: 5,500 SF Total: 10, 750 SF Page 2 of 9 Material Substance Location Asbestos Content Est. Quantity Transite Wall Panels 4th Floor; 6th Floor; 7th Floor 15% Chrysotile 4th Floor: 200 SF 6th Floor: 4,300 SF 7th Floor: 1,300 SF Total: 5,800 SF Duct Sealant 6th Floor 2% Chrysotile 550 LF Aircell Pipe Insulation Basement; 1st Floor; 2nd Floor; 5th Floor; 6th Floor; 7th Floor 20% Chrysotile 70% Chrysotile Basement: 600 LF 1st Floor: 250 LF 2nd Floor: 40 LF 5th Floor: 540 LF 6th Floor: 200 LF 7th Floor: 55 LF Total: 1,685 LF Asphalt Shingles / Ceiling Covering / Ceiling Covering Tar / Cork Tar Paper Basement; 1st Floor; 2nd Floor; 3rd Floor; 4th Floor; 5th Floor; 6th Floor; 7th Floor 15% Chrysotile 10% Chrysotile 5% Chrysotile 2% Chrysotile 3.6% Chrysotile 8% Chrysotile 7% Chrysotile 3% Chrysotile Basement: 35,200 SF 1st Floor: 13,850 SF 2nd Floor: 55,200SF 3rd Floor: 66,950 SF 4th Floor: 38,900 SF 5th Floor: 9,600 SF 6th Floor: 5,500 SF 7th Floor: 3,950 SF Total: 229,150 SF Tank Insulation 2nd Floor 30% Chrysotile 100 SF 9” x 9” Green Floor Tile and Black Mastic with Pipe Insulation Debris 2nd Floor Floor Tile: 5% Chrysotile Mastic: 5% Chrysotile Pipe Insulation: 20% Amosite / 3% Chrysotile 4,500 SF 12” x 12” Brown Floor Tile and Black Mastic with Pipe Insulation Debris 2nd Floor Floor Tile: 2% Chrysotile Mastic: 5% Chrysotile Pipe Insulation: 20% Amosite / 3% Chrysotile 100 SF Corrugated Transite Panels Exterior 15% Chrysotile Northwest Office Roof: 2,700 SF SW Rail Dock Wall: 300 SF Old Caulk Exterior – North Street Level Windows 15% Chrysotile 30 LF Roofing Tar All Roofs 8% Chrysotile 6,000 SF Roofing Caulk Roof A 5% Chrysotile 60 LF Roofing Material Roof E 10% Chrysotile 12,200 SF Expansion Joint Exterior – North A12 (Behind Vertical Metal Seams) 3% Chrysotile 400 LF Chalkboard 6th Floor; 7th Floor 15% Chrysotile 6th Floor: 20 SF 7th Floor: 50 SF Wall Tar 5th Floor – HVAC Crawl Space 10% Chrysotile 750 SF Page 3 of 9 Material Substance Location Asbestos Content Est. Quantity Panel Adhesive Basement; 1st Floor; 2nd Floor; 3rd Floor 10% Chrysotile Basement: 360 SF 1st Floor: 700 SF 2nd Floor: 500 SF 3rd Floor: 10,800 SF Total: 12,360 SF Duct Wrap Basement 80% Chrysotile 70% Chrysotile 500 LF Cement Board 1st Floor – North Room, North Wall – Top Half 20% Chrysotile 750 SF Cork Insulation Tar 7th Floor – Middle Room, South Portion Walls; 3rd Floor –Northeast Room Ceiling 3% Chrysotile 2% Chrysotile 7th Floor: 4,700 SF 3rd Floor: 17,100 SF Total: 21,800 SF Possible Fire Doors (Assumed) Throughout N/A (Assumed) 70 Doors Elevator Equipment (Assumed) Throughout N/A (Assumed) 6 Elevator NOTE: IT IS UNDERSTOOD THAT THE QUANTITIES OF ACMS DOCUMENTED WITHIN THIS PROJECT MANUAL ARE ESTIMATED FOR THE PURPOSE OF THIS BID. ALL QUANTITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO SUBMISSION OF BID. Bidder Name Page 4 of 9 ASBESTOS CONTAINING MATERIALS SAMPLE LIST (AREA 1) Material Substance Location Asbestos Content Eocene Estimated Quantity Pipe Insulation Basement; 2nd Floor; 5th Floor; 6th Floor; 7th Floor 20% Amosite / 8% Chrysotile 25% Chrysotile 20% Amosite / 3% Chrysotile 5% Amosite / 15% Chrysotile 20% Chrysotile 60% Chrysotile Basement: 135 LF 2nd Floor: 10 LF 5th Floor: 665 LF 6th Floor: 465 LF 7th Floor: 140 LF Total: 1,415 LF Heater Insulation Basement 30% Chrysotile Basement: 25 SF Door Caulk Elevator Doors – All Floors 5% Chrysotile Elevator: 280 LF Pipe Insulation Debris / Steamer Insulation Debris / Aircell Pipe Insulation Debris / Duct Wrap Debris Basement; 2nd Floor; 5th Floor; 6th Floor; 7th Floor 10% Amosite 20% Amosite / 8% Chrysotile 25% Chrysotile 20% Amosite / 3% Chrysotile 5% Amosite / 15% Chrysotile 20% Chrysotile 60% Chrysotile 20% Chrysotile 70% Chrysotile Basement: 600 SF 2nd Floor: 1,500 SF 5th Floor: 2,500 SF 6th Floor: 570 SF 7th Floor: 5,500 SF Total: 10,670 SF Aircell Pipe Insulation Basement; 1st Floor; 5th Floor; 6th Floor; 7th Floor 20% Chrysotile 70% Chrysotile Basement: 600 LF 1st Floor: 100 LF 5th Floor: 440 LF 6th Floor: 200 LF 7th Floor: 55 LF Total: 1,395 LF Asphalt Shingles / Ceiling Covering / Ceiling Covering Tar / Cork Tar Paper Basement; 1st Floor; 2nd Floor; 3rd Floor; 4th Floor; 5th Floor; 6th Floor; 7th Floor 15% Chrysotile 10% Chrysotile 5% Chrysotile 2% Chrysotile 3.6% Chrysotile 8% Chrysotile 7% Chrysotile 3% Chrysotile Basement: 6,850 SF 1st Floor: 6,770 SF 2nd Floor: 19,980 SF 3rd Floor: 32,280 SF 4th Floor: 33,600 SF 5th Floor: 9,520 SF 6th Floor: 4,990 SF 7th Floor: 2,250 SF Total: 116,240 SF 9” x 9” Green Floor Tile and Black Mastic with Pipe Insulation Debris 2nd Floor Floor Tile: 5% Chrysotile Mastic: 5% Chrysotile Pipe Insulation: 20% Amosite / 3% Chrysotile 2nd Floor: 4,500 SF Page 5 of 9 Material Substance Location Asbestos Content Eocene Estimated Quantity 12” x 12” Brown Floor Tile and Black Mastic with Pipe Insulation Debris 2nd Floor Floor Tile: 2% Chrysotile Mastic: 5% Chrysotile Pipe Insulation: 20% Amosite / 3% Chrysotile 2nd Floor: 100 SF Old Caulk Exterior – North Street Level Windows 15% Chrysotile Exterior: 30 LF Roofing Tar All Roofs 8% Chrysotile Roof: 2,000 SF Chalkboard 7th Floor 15% Chrysotile 7th Floor: 50 SF Panel Adhesive 1st Floor 10% Chrysotile 1st Floor: 700 SF Duct Wrap Basement 80% Chrysotile 70% Chrysotile Basement: 500 LF Cork Insulation Tar 3rd Floor – Northeast Room Ceiling 2% Chrysotile 3rd Floor: 17,100 SF Possible Fire Doors (Assumed) Throughout N/A (Assumed) 70 Doors Elevator Equipment (Assumed) Throughout N/A (Assumed) 6 Elevator NOTE: IT IS UNDERSTOOD THAT THE QUANTITIES OF ACMS DOCUMENTED WITHIN THIS PROJECT MANUAL ARE ESTIMATED FOR THE PURPOSE OF THIS BID. ALL QUANTITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO SUBMISSION OF BID. Bidder Name Page 6 of 9 ASBESTOS CONTAINING MATERIALS SAMPLE LIST (AREA 2) Material Substance Location Asbestos Content Eocene Estimated Quantity Pipe Insulation Basement; 1st Floor; 2nd Floor; 4th Floor; 6th Floor; 7th Floor 20% Amosite / 8% Chrysotile 25% Chrysotile 20% Amosite / 3% Chrysotile 5% Amosite / 15% Chrysotile 20% Chrysotile 60% Chrysotile Basement: 45 LF 1st Floor: 65 LF 2nd Floor: 215 LF 4th Floor: 70 LF 6th Floor: 445 LF 7th Floor: 155 LF Total: 995 LF Felt-Wrapped Pipe Insulation Tar and Felt Roof (& 5th Floor and 7th Floor) 30% Chrysotile Roof; 5th Floor; 7th Floor: 1,100 LF Pipe Insulation Debris / Steamer Insulation Debris / Aircell Pipe Insulation Debris / Duct Wrap Debris 6th Floor 10% Amosite 20% Amosite / 8% Chrysotile 25% Chrysotile 20% Amosite / 3% Chrysotile 5% Amosite / 15% Chrysotile 20% Chrysotile 60% Chrysotile 20% Chrysotile 70% Chrysotile 6th Floor: 80 SF Transite Wall Panels 4th Floor; 6th Floor; 7th Floor 15% Chrysotile 4th Floor: 200 SF 6th Floor: 4,300 SF 7th Floor: 1,300 SF Total: 5,800 SF Duct Sealant 6th Floor 2% Chrysotile 6th Floor: 550 LF Aircell Pipe Insulation 1st Floor; 2nd Floor; 5th Floor 20% Chrysotile 70% Chrysotile 1st Floor: 150 LF 2nd Floor: 40 LF 5th Floor: 100 LF Total: 290 LF Asphalt Shingles / Ceiling Covering / Ceiling Covering Tar / Cork Tar Paper Basement; 1st Floor; 2nd Floor; 3rd Floor; 4th Floor; 5th Floor; 6th Floor; 7th Floor 15% Chrysotile 10% Chrysotile 5% Chrysotile 2% Chrysotile 3.6% Chrysotile 8% Chrysotile 7% Chrysotile 3% Chrysotile Basement: 1,230 SF 1st Floor: 1,560 SF 2nd Floor: 8,660 SF 3rd Floor: 18,175 SF 4th Floor: 5,300 SF 5th Floor:80 SF 6th Floor:840 SF 7th Floor: 1,700 SF Total: 37,545 SF Tank Insulation 2nd Floor 30% Chrysotile 2nd Floor: 100 SF Roofing Tar All Roofs 8% Chrysotile Roof: 2,000 SF Roofing Material Roof E 10% Chrysotile Roof: 12,200 SF Chalkboard 6th Floor 15% Chrysotile 6th Floor: 20 SF Wall Tar 5th Floor – HVAC Crawl Space 10% Chrysotile 5th Floor: 750 SF Panel Adhesive 3rd Floor 10% Chrysotile 3rd Floor: 630 SF Page 7 of 9 Material Substance Location Asbestos Content Eocene Estimated Quantity Cork Insulation Tar 7th Floor – Middle Room, South Portion Walls 3% Chrysotile 7th Floor: 4,700 SF Possible Fire Doors (Assumed) Throughout N/A (Assumed) 70 Doors Elevator Equipment (Assumed) Throughout N/A (Assumed) 6 Elevator NOTE: IT IS UNDERSTOOD THAT THE QUANTITIES OF ACMS DOCUMENTED WITHIN THIS PROJECT MANUAL ARE ESTIMATED FOR THE PURPOSE OF THIS BID. ALL QUANTITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO SUBMISSION OF BID. Bidder Name Page 8 of 9 ASBESTOS CONTAINING MATERIALS SAMPLE LIST (AREA 3) Material Substance Location Asbestos Content Eocene Estimated Quantity Pipe Insulation Basement; 2nd Floor; 4th Floor 20% Amosite / 8% Chrysotile 25% Chrysotile 20% Amosite / 3% Chrysotile 5% Amosite / 15% Chrysotile 20% Chrysotile 60% Chrysotile Basement: 175 LF 2nd Floor: 30 LF 4th Floor: 590 LF Total: 795 LF Door Caulk West Exterior Loading Dock SW Exterior Loading Dock 10% Chrysotile 1.2% Chrysotile West Loading Dock: 8 LF SW Loading Dock: 10 LF Total: 18 LF Asphalt Shingles / Ceiling Covering / Ceiling Covering Tar / Cork Tar Paper Basement; 1st Floor; 2nd Floor; 3rd Floor; 4th Floor 15% Chrysotile 10% Chrysotile 5% Chrysotile 2% Chrysotile 3.6% Chrysotile 8% Chrysotile 7% Chrysotile 3% Chrysotile Basement: 27,120 SF 1st Floor: 5,520 SF 2nd Floor: 26,560 SF 3rd Floor: 23,495 SF 4th Floor: 38,900 SF Total: 82,695 SF Corrugated Transite Panels Exterior 15% Chrysotile Northwest Office Roof: 2,700 SF SW Rail Dock Wall: 300 SF Roofing Tar All Roofs 8% Chrysotile Roof: 2,000 SF Roofing Caulk Roof A 5% Chrysotile Roof: 60 LF Expansion Joint Exterior – North A12 (Behind Vertical Metal Seams) 3% Chrysotile Exterior: 400 LF Panel Adhesive Basement; 2nd Floor; 3rd Floor 10% Chrysotile Basement: 360 SF 2nd Floor: 500 SF 3rd Floor: 10,170 SF Total: 11,030 SF Cement Board 1st Floor – North Room, North Wall – Top Half 20% Chrysotile 1st Floor: 750 SF Possible Fire Doors (Assumed) Throughout N/A (Assumed) 70 Doors Elevator Equipment (Assumed) Throughout N/A (Assumed) 6 Elevator NOTE: IT IS UNDERSTOOD THAT THE QUANTITIES OF ACMS DOCUMENTED WITHIN THIS PROJECT MANUAL ARE ESTIMATED FOR THE PURPOSE OF THIS BID. ALL QUANTITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO SUBMISSION OF BID. Bidder Name Page 9 of 9 In the event of discovery of items or materials exceeding 10% of the approximate quantity or not identified within the specifications are located during abatement, contractor will be bound to the following pricing: ITEM Material Substance Unit Unit Price 1 Pipe Insulation LF $ 2 Heater Insulation SF $ 3 Felt-Wrapped Pipe Insulation Tar and Felt LF $ 4 Door Caulk LF $ 5 Pipe Insulation Debris / Steamer Insulation Debris / Aircell Pipe Insulation Debris / Duct Wrap Debris SF $ 6 Transite Wall Panels SF $ 7 Duct Sealant LF $ 8 Aircell Pipe Insulation LF $ 9 Asphalt Shingles / Ceiling Covering / Ceiling Covering Tar / Cork Tar Paper SF $ 10 Tank Insulation SF $ 11 9” x 9” Green Floor Tile and Black Mastic with Pipe Insulation Debris SF $ 12 12” x 12” Brown Floor Tile and Black Mastic with Pipe Insulation Debris SF $ 13 Corrugated Transite Panels SF $ 14 Old Caulk LF $ 15 Roofing Tar SF $ 16 Roofing Caulk LF $ 17 Roofing Material SF $ 18 Expansion Joint LF $ 19 Chalkboard SF $ 20 Wall Tar SF $ 21 Panel Adhesive SF $ 22 Duct Wrap LF $ 23 Cement Board SF $ 24 Cork Insulation Tar SF $ 25 Possible Fire Doors (Assumed) EA $ 26 Elevator Equipment (Assumed) EA $ NOTE: IT IS UNDERSTOOD THAT THE QUANTITIES OF ACMS DOCUMENTED WITHIN THIS PROJECT MANUAL ARE ESTIMATED FOR THE PURPOSE OF THIS BID. ALL QUANTITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO SUBMISSION OF BID. Bidder Name EXHIBIT C – Contract for Asbestos Abatement Services Page 1 of 8 EXHIBIT “C” ASBESTOS ABATEMENT RATH BUILDINGS 1442 SYCAMORE STREET, WATERLOO, IOWA 50703 CONTRACT FOR ASBESTOS ABATEMENT SERVICES This Contract for Asbestos Abatement and Disposal Services (the “Contract”) is entered into as of July 21, 2026 by and between the City of Waterloo, Iowa (“City”) and ____________ . (“Contractor”). In consideration of the mutual promises exchanged herein, the parties agree as follows: 1. Term and Services. For the period of July 21, 2026 thru February 17, 2027, subject to extension upon the mutual written agreement of the parties, the Contractor agrees to furnish all supervision, technical personnel, labor, materials, tools, machinery, services, and perform and substantially complete all work within the time period stated in the specifications after receipt of Notice to Proceed with respect to a given property or set of properties. Work to be performed includes all work described in the Contract Documents (defined below). Contractor shall provide the above services at the cost set forth in Contractor’s RFB response, except by written amendment as provided herein. Contractor’s request for payment for services authorized under this Contract shall be submitted in accordance with the Contract Documents and will be paid within forty-five (45) days after receipt of an original invoice and after such services are delivered and accepted and all necessary supporting documentation is submitted. Contractor will be paid for all items satisfactorily completed. Such payment will be full compensation for all work performed, for all permits, licenses, inspections, for complying with all laws, rules, regulations and ordinances, including safety, and for furnishing all materials, equipment and labor to complete the work, in accordance with the specifications. 2. Contract Documents. The following documents (collectively, the “Contract Documents”) are hereby incorporated by reference as though set forth herein in full: a. Request for Bid b. Addenda (if any) c. Response (Bid) from Contractor d. Specifications for Asbestos Abatement In the event of conflict between the provisions of the Contract Documents and this Contract, the provisions of this Contract shall prevail. 2.1 Contract Limits. Total actual expenses allowed by the project Contract, including any renewal extensions of the Contract, shall not exceed $_________________ as provided in the Bid Tabulation that is part of Contractor’s RFB Response referenced in Section 2.c above, except by written amendment as provided herein. Page 2 of 8 3. Approval; Timing of Work. Contractor shall not begin work on any asbestos abatement until after the Contract has been approved by the city council and the Contractor has been issued a Notice to Proceed. The Contractor shall complete the Project in an expeditious manner and shall commence work in a timeline consistent with the term of the Contract. The Contractor shall be responsible for providing the City’s Representative with a minimum of 24 hours advance notification prior to commencing asbestos abatement activity with respect to the property. The site shall be completely fenced, and secured when left unattended. If Contractor is prevented from timely completing the work because of circumstances beyond the Contractor’s reasonable control as determined by the City, the time for completion of the work will be tolled for a period of time equivalent to the stoppage resulting from such circumstances. The Contractor does hereby expressly acknowledge and agree that time is of the essence of this Contact, and, thus, failure by the Contractor to timely render and perform services hereunder shall constitute a material breach of Contract. 4. Performance and Payment Bond. Contractor will be required to furnish bond in an amount equal to one hundred percent (100%) of the contract price and shall be issued by a responsible surety acceptable to the City. The bond shall guarantee the faithful performance of the Contract and the terms and conditions therein contained, shall guarantee the prompt payment of all materials and labor and protect and save harmless the City from claims and damages of any kind arising out of the performance of this Contract. 5. Indemnity. Except as to any negligence of City, its officials, officers, employees or agents, in the performance of any duty under this Contract, and to the extent not covered by insurance maintained by Contractor, Contractor agrees to defend and indemnify City, its officials, officers, employees and agents, and to hold same harmless, from and against any and all claims, demands, causes of action, losses, costs, or liabilities whatsoever, including but not limited to reasonable attorneys’ fees and expenses, arising from or in connection with the acts or omissions of Contractor in providing the services contemplated by this Contract. This will include but is not limited to actions or suits based upon or alleging bodily injury, including death, or property damage rising out of or resulting from the Contractor’s operation under this Contract, whether by itself or by any subcontractor or anyone directly or indirectly employed by any of them. Contractor is not and shall not be deemed an agent or employee of the City. 6. Property Damage. Contractor shall be responsible for all damage to public or private property. Contractor shall have one responsible person at the job site at all times when asbestos abatement activities are undertaken. Contractor shall keep a report of all damage. If public or private property is damaged by Contractor and is not repaired in a timely manner as determined by City, City has the option of having the damage repaired at the Contractor’s expense, to be reimbursed to the City or withheld from future payments to Contractor hereunder. 7. Default; Termination for Cause. In the event that Contractor defaults in the performance or observance of any covenant, agreement or obligation set forth in this Contract, and if such default remains uncured for a period of seven (7) days after notice thereof shall have been given by City to Contractor (or for a period of fourteen (14) days after such notice if such default is curable but requires acts to be done or conditions to be remedied which, by their nature, cannot be done or remedied within such 14-day period and thereafter Contractor fails to diligently and continuously prosecute the same to completion within such 14-day period), then City may declare that Contractor is in default hereunder and may take any one or more of the following steps, at its option: Page 3 of 8 a. by mandamus or other suit, action or proceeding at law or in equity, require Contractor to perform its obligations and covenants hereunder, or enjoin any acts or things which may be unlawful or in violation of the rights of the City hereunder, or obtain damages caused to the City by any such default; b. have access to and inspect, examine and make copies of all books and records of Contractor which pertain to the project; c. declare a default of this Contract, make no further disbursements, and demand immediate repayment from Contractor of any funds previously disbursed under this Contract; d. terminate this Contract by delivery to Contractor of written notice of termination; and/or e. take whatever other action at law or in equity may be necessary or desirable to enforce the obligations and covenants of Contractor hereunder, including but not limited to the recovery of funds. No delay in enforcing the provisions hereof as to any breach or violation shall impair, damage or waive the right of City to enforce the same or to obtain relief against or recover for the continuation or repetition of such breach or violation or any similar breach or violation thereof at any later time or times. In the event that City prevails against Contractor in a suit or other enforcement action hereunder, Contractor agrees to pay the reasonable attorneys’ fees and expenses incurred by City. 8. Termination for Convenience. This Contract may be terminated at any time, in whole or in part, upon the mutual written agreement of the parties. City may also choose to terminate this Contract at any time by delivering to Contractor 10-days’ advance written notice of intent to terminate. 9. Non-Assignable Duties. Contractor may not assign its duties hereunder without the prior written consent of City. 10. Independent Contractor. Contractor is an independent contractor and is not an employee, servant, agent, partner, or joint venture of City. Contractor has no power or authority to enter into contracts or agreements on behalf of City. City shall determine the work to be done by Contractor, but Contractor shall determine the legal means by which it performs the work specified by City. City is not responsible for withholding, and shall not withhold, FICA or taxes of any kind from any payments, which it owes Contractor. Neither Contractor nor its employees, if any, shall be entitled to receive any benefits which employees of City are entitled to receive and shall not be entitled to workers’ compensation, unemployment compensation, medical insurance, life insurance, pension, or any benefits of any type or nature whatsoever on account of their work for City. Contractor shall be solely responsible for compensating its employees, if any. 11. Anti-Discrimination. During the performance of this Contract, Contractor, for itself, its assignees and successors in interest, agrees to comply with the anti-discrimination laws of the State of Page 4 of 8 Iowa, as contained in Sections 19B, 551.4 of the Code of Iowa, which are herein incorporated by reference and made a part of this Contract. 12. Severability. In the event any provision of this Contract, together with the Contract Documents, is held invalid, illegal, or unenforceable, whether in whole or in part, the remaining provisions of this Contract shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any provision of this Contract is invalid, illegal, or unenforceable as written, but that by limiting such provision it would become valid, legal, and enforceable, then such provision shall be deemed to be written and shall be construed and enforced as so limited. 13. General Terms. This Contract, together with the Contract Documents, constitutes the entire agreement between the parties pertaining to the subject matter hereof. This Contract may not be modified or amended except pursuant to the mutual written agreement of the parties. This Contract is binding on the parties and the heirs, personal representatives, successor and assigns of each. Time is of the essence in the performance of the terms hereof. This Contract is also subject to the following additional Contract requirements: Domestic Preference for Procurement As appropriate and to the extent consistent with law, the non-federal entity should, to the greatest extent practicable under a Federal award, provide a preference for the purchase, acquisition, or use of goods, products, or materials produced in the United States. The requirements of this section must be included in all sub awards including all contracts and purchase orders for work or products under this award. PERSONNEL AND PARTICIPANT CONDITIONS Civil Rights Compliance The Contractor agrees to comply with Chapter 216 (State Civil Rights) of the Iowa Code and with Title VI of the Civil Rights Act of 1962 as amended Title VIII of the Civil Rights act of 1968 as amended, Section 104 (b) and Section 109 of Title I of the Housing and Community Development Act of 1974 as amended, Section 504 of the Rehabilitation Act of 1973, the Americans with Disabilities Act of 1990, the Age Discrimination Act of 1975, Executive Order 11063, and Executive Order 11246 as amended by Executive Order 11375, 11478,12107,and 12086. Nondiscrimination The Contractor agrees to comply with the non- discrimination in employment and contracting opportunities laws, regulations and executive orders reference in 24 CFR 570.607, as revised by Executive Order 13279. The applicable non- discrimination provisions in Section 109 of the HCDA are still applicable. Section 504 The Contractor agrees to comply with all Federal regulations pursuant to compliance with Section 504 of the Rehabilitation Act of 1973. (29 U.S.C. 794) which prohibits discrimination against individuals Page 5 of 8 with disabilities or handicaps in a federally assisted program. The Contractor confirms that no otherwise qualified individual with handicaps shall, solely by reason of his/her handicap, be excused from participation in, be denied benefits of or be subjected to discrimination. This does include, but is not limited to, housing, employment and the delivery of services and programs. Affirmative Action Affirmative Action Plan The Contractor agrees that it shall be committed to carry out affirmative action marketing in keeping with the principles as provided in Presidents Executive Order 11246 of September 24, 1966. No person shall be excluded from or denied benefits of the Contractors service on the basis of age, race, color, religion, creed, national origin, sex, marital status, disability or sexual orientation. All current and prospective project beneficiaries must, however be in need of the programs provided by the Contractor. The Contractor shall comply with requirements set forth in 24 CFR 570.601. Women and Minority Owned Business Based (WBE/MBE) The Contractor will use its best efforts to afford small businesses, minority business enterprises and women’s business enterprises the maximum practicable opportunity to participate in the performance of the Agreement. As used in this contract , the terms small business means a business that meets the criteria set forth in section 3(a) of the Small Business Act , as amended ( 15 U.S.C. 632) and minority and women’s business enterprise means a business at least 51% owned and controlled by a minority group or women. Equal Opportunity and Affirmative Action Statement The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that it is an Equal Opportunity or Affirmative Action employer. Subcontract Provisions The Contractor will include the provisions of Civil Rights and Affirmative Action in every sub contract, so that such provisions will be binding upon each of its own sub-contractors. Employment Restrictions Prohibited Activity The Contractor is prohibited from using funds proved herein or personnel employed in the administration of the program for political activities; inherently religious activities; lobbying; political patronage or nepotism activities. Labor Standards Page 6 of 8 The Contractor agrees to comply with the requirements of the Secretary of Labor in accordance with the Davis-Bacon Act as amended, the provisions of Contract Work Hours and Safety Standards Act (40 U.S.C. 327 et seq.) and all other applicable Federal, state, and local laws and regulations pertaining to labor standards insofar as those acts apply to the performance of this Agreement. The Contractor agrees to comply with the Copeland Anti-Kick Back Act (18 U.S.C. 874 et seq.) and it’s implementing regulations of the U.S. Department of Labor at 29 CFR 5. The Contractor shall maintain documentation that demonstrates compliance with hour and wage requirements of this part. Such documentation shall be made available to the City for review upon request. The Contractor agrees that all contractors engaged under contracts in excess of $2,000.00 for construction, renovation, or repair work financed in whole or in part with assistance provided under this contract, shall comply with Federal requirements adopted by the City pertaining to such contracts and with the applicable requirements of the regulations of the Department of Labor, under 29 CFR 1, 3, 5 and 7 governing the payment of wages and ratio of apprentices and trainees to journey workers; provided that, if wage rates higher than those required under the regulations are imposed by state or local law, nothing hereunder is intended to relieve the Contractor of its obligation, if any, to require payment of the higher wage. The Contractor shall cause or require to be inserted in full, in all such contracts subject to such regulations, provisions meeting the requirements of this paragraph. Assignability The Contractor shall not assign or transfer any interest in this Agreement without the prior written approval of the City. Any assignment made without consent shall be void. This Agreement shall be binding upon and shall inure to the benefit of the successors and assigns of the parties hereto. Hatch Act The Contractor agrees that no funds provided, nor personnel employed under this Agreement, shall in any way or to any extent engaged in the conduct of political activities in violation of Chapter 15 of Title V of the U.S.C. Conflict of Interest The Contractor agrees to abide by the provisions of 2 CFR 200 and 570.611, which include (but are not limited to) the following: The Contractor shall maintain a written code or standards of conduct that shall govern the performance of its officers, employees, or agents engaged in the award and administration of contracts supported by Federal funds. No employee, officer, or agent of the Contractor shall participate in the selection, or in the award, or administration of, a contract supported by Federal funds if a conflict of interest, real or apparent, would be involved. For purposes of this paragraph, a “covered person” includes any person who is an employee, agent, consultant, officer, or elected or appointed official of the City, the Contractor, or any designated public agency. Page 7 of 8 Lobbying The Contractor hereby certifies that: No member or delegate to the Congress of the United States, and no resident Commissioner, shall be admitted to any share or part of this Agreement, or to any benefit to arise therefrom. No member of the governing body of the City, no officer, employee, official or agent of the City, or other local public official who exercises any functions or responsibilities in connection with review, approval, or carrying out of the Project to which this Agreement pertains, shall have any private interest, direct or indirect, in this Agreement, while in office and for one year after holding the position. No federal funds appropriated under this Agreement shall be paid, by or on behalf of the Contractor, to any person for influencing or attempting to influence a member of Congress an officer or employee of Congress or any federal agency in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into any cooperative agreement, and the extension, continuation, renewal, amendment or modification of any federal contract , loan, grant or Agreement Copyright If this agreement results in any copyrightable material or inventions, the City reserves the right to royalty- free, nonexclusive and irrevocable license to reproduce, publish, or other wise use and to authorize others to use, the work or materials for governmental purposes. Religious Activities The Contractor agrees that funds provided under this Agreement will not utilized for inherently religious activities prohibited by 24 CFR 570.200(j), such as worship, religious instruction or proselytization. ENVIRONMENTAL CONDITIONS Air and Water The Contractor agrees to comply with the following requirements insofar as they apply to the performance of this Agreement: Clean Air Act, 42 U.S.C., 7401, et seq.; Federal Water Pollution Control Act, as amended, 33 U.S.C., 1251, et seq., as amended, 1318 relating to inspection, monitoring, entry, reports, and information, as well as other requirements specified in said Section 114 and Section 308, and all regulations and guidelines issued thereunder; Environmental Protection Agency (EPA) regulations pursuant to 40 CFR 50, as amended. SEVERABILITY Page 8 of 8 If one or more of the provisions contained in this Agreement are held to be invalid, illegal or unenforceable, the provisions of this Agreement shall be deemed severable and the remainder of the Agreement shall remain in full force and effect. LIMITATIONS OF CITY LIABILITY - DISCLAIMER OF RELATIONSHIP The City shall not be liable to the Contractor, or to any party, for completion of or failure to complete any improvements which are part of the Project. Nothing contained in this Agreement, nor any act or omission of the City or the Contractor, shall be construed to create any special duty, relationship, third- party beneficiary, respondent superior, limited or general partnership, joint venture, or any association by reason of the Contractor involvement with the City. Build America, Buy America Act The Contractor shall comply with the Build America, Buy America Act (BABAA) requirements under Title IX of the Infrastructure Investment and Jobs Act (IIJA), Pub.L 177-58. In general this states that all products must meet BABA requirements. The Contractor shall include Manufacturer’s Certification for BABAA requirements with all applicable submittals. If a specific manufacture is used in the bidding, a statement that the manufacturer will comply with BABAA must be included in the bid submission. Installation of materials or products that are not compliant with BABAA requirements shall be considered defective work. Contractor should ensure that all materials has an approved Manufacturer’s Certification or waiver prior to items being delivered to the project site. SECTION HEADINGS AND SUBHEADINGS The section headings and subheadings contained in this Agreement are included for convenience only and shall not limit or otherwise affect the terms of this Agreement. IN WITNESS WHEREOF, the parties have executed this Contract for Asbestos Abatement and Disposal Services as of the date first set forth above. CITY OF WATERLOO, IOWA CONTRACTOR By: ____________________________ ________________________________ Dave Boesen, Mayor Authorized Representative Attest: __________________________ Kelley Felchle, City Clerk EXHIBIT D – Property Location Map EXHIBIT D – PROPERTY LOCATION MAP North Property Location Map City of Waterloo – Former Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 Rath Property Private Property Private Property Area 1 Area 2 Area 3 EXHIBIT E – Property Access and Staging Map Legend Building Access Points Staging Areas Crystal Cold Property Not City Owned City Owned Property 0 80 160 240 320 Feet ¯GATE GAT E NOTE: Contractors shall not block gates or truck traffic paths. EXHIBIT F – Asbestos Containing Materials Inspection Reports ASBESTOS CONTAINING MATERIALS INSPECTION Rath Buildings 1142 Sycamore Street Waterloo, Iowa 50703 Prepared for: City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 Report date: February 6, 2025 Revised July 11, 2025 ASBESTOS CONTAINING MATERIALS INSPECTION Rath Buildings 1142 Sycamore Street Waterloo, Iowa 50703 Inspected and Prepared by: _____________________________________ Jon Reis Sr. Project Manager Iowa Certified Asbestos Inspector: 25-12880I Inspected by: _____________________________________ Kevin Marble Environmental Specialist II Iowa Certified Asbestos Inspector: 24-11230I _____________________________________ Emma Thomas Environmental Specialist I Iowa Certified Asbestos Inspector: 24-12154I Reviewed by: _____________________________________ Kim Crosser-Harms Sr. Project Manager Iowa Certified Asbestos Inspector: 25-12883I TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY ..................................................................................... 1 2.0 INTRODUCTION ................................................................................................. 4 3.0 PROPERTY DESCRIPTION ................................................................................ 5 4.0 INSPECTION LIMITATIONS ............................................................................... 5 5.0 INSPECTION ACTIVITIES .................................................................................. 5 6.0 CONCLUSIONS / RECOMMENDATIONS ........................................................ 22 7.0 CONDITIONS & LIMITATIONS ......................................................................... 22 LIST OF TABLES Table 1 – Asbestos Containing Materials Summary List Table 2a – Asbestos Containing Materials Sample List (Toeroek Associates, Inc.) Table 2b – Asbestos Containing Materials Sample List (Eocene) Table 3a – Non-Asbestos Containing Material Sample List (Toeroek Associates, Inc.) Table 3b – Non-Asbestos Containing Material Sample List (Eocene) APPENDICES APPENDIX A - Qualifications APPENDIX B - Laboratory Reports & Chain of Custody Documentation APPENDIX C - ACM Photographs APPENDIX D - Sample Location Map(s) APPENDIX E – Toeroek Associates, Inc. Report Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 1 1.0 EXECUTIVE SUMMARY Eocene Environmental Group, Inc. (Eocene) completed a supplemental Asbestos Containing Materials (ACM) Inspection on January 13, 14 and 22, 2025, and May 7, 2025 of the former Rath Building located at 1142 Sycamore Street, Waterloo, Iowa 50703 (Property). The purpose of this supplemental ACM Inspection is to confirm the sampling and quantification of materials documented by Toeroek Associates, Inc. (Toeroek) and identify and sample potential areas and materials omitted from previous sampling. The report will assist the building owner in facilitating renovation and/or demolition activities of the buildings. Asbestos was detected in 23 of the 198 samples collected from various building components within the Property’s interior and exterior by Toeroek. Asbestos was detected in 32 of the 80 samples collected from various building components within the Property’s interior and exterior by Eocene. See Table 1 for additional information. ACMs include: • Pipe Insulation • Heater Insulation • Felt-Wrapped Pipe Insulation Tar and Felt • Door Caulk • Boiler Insulation • Transite Wall Panels • Duct Sealant • Aircell Pipe Insulation • Asphalt Shingles/Ceiling Covering/Ceiling Covering Tar • Tank Insulation • 9” x 9” Vinyl Floor Tile • 9” x 9” Vinyl Floor Tile Mastic • 12” x 12” Vinyl Floor Tile • 12” x 12” Vinyl Floor Tile Mastic • Silver-Painted Pipe Insulation • Corrugated Transite Panels • Old Caulk • Roofing Tar • Roofing Caulk • Roofing Material • Expansion Joint • Chalkboard • Wall Tar • Cork Tar Paper • Panel Adhesive • Duct Wrap • Cement Board • Cork Insulation Tar • Fire Doors (Assumed) • Elevator Equipment (Assumed) All building materials similar in appearance, color, and/or texture to those determined to contain asbestos must be assumed to contain asbestos throughout the buildings. Based on these results, the Property requires further action prior to any renovation or demolition activities. The following table provides a summary of the identified ACM, their location, and estimated quantities: Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 2 Table 1 – Asbestos Containing Materials Summary List Material Substance Location Asbestos Content Est. Quantity Pipe Insulation Basement; 1st Floor; 2nd Floor; 4th Floor; 5th Floor; 6th Floor; 7th Floor 20% Amosite / 8% Chrysotile 25% Chrysotile 20% Amosite / 3% Chrysotile 5% Amosite / 15% Chrysotile 20% Chrysotile 60% Chrysotile Basement: 355 LF 1st Floor: 65 LF 2nd Floor: 255 LF 4th Floor: 655 LF 5th Floor: 665 LF 6th Floor: 910 LF 7th Floor: 295 LF Total: 3,200 LF Heater Insulation Basement 30% Chrysotile 25 SF Felt-Wrapped Pipe Insulation Tar and Felt Roof (& 5th Floor and 7th Floor) 30% Chrysotile 1,100 LF Door Caulk Elevator Doors – All Floors West Exterior Loading Dock SW Exterior Loading Dock 5% Chrysotile 10% Chrysotile 1.2% Chrysotile Elevator: 280 LF West Loading Dock: 8 LF SW Loading Dock: 10 LF Pipe Insulation Debris / Steamer Insulation Debris / Aircell Pipe Insulation Debris / Duct Wrap Debris Basement; 2nd Floor; 5th Floor; 6th Floor; 7th Floor 10% Amosite 20% Amosite / 8% Chrysotile 25% Chrysotile 20% Amosite / 3% Chrysotile 5% Amosite / 15% Chrysotile 20% Chrysotile 60% Chrysotile 20% Chrysotile 70% Chrysotile Basement: 600 SF 2nd Floor: 1,500 SF 5th Floor: 2,500 SF 6th Floor: 650 SF 7th Floor: 5,500 SF Total: 10, 750 SF Transite Wall Panels 4th Floor; 6th Floor; 7th Floor 15% Chrysotile 4th Floor: 200 SF 6th Floor: 4,300 SF 7th Floor: 1,300 SF Total: 5,800 SF Duct Sealant 6th Floor 2% Chrysotile 550 LF Aircell Pipe Insulation Basement; 1st Floor; 2nd Floor; 5th Floor; 6th Floor; 7th Floor 20% Chrysotile 70% Chrysotile Basement: 600 LF 1st Floor: 250 LF 2nd Floor: 40 LF 5th Floor: 540 LF 6th Floor: 200 LF 7th Floor: 55 LF Total: 1,685 LF Asphalt Shingles / Ceiling Covering / Ceiling Covering Tar / Cork Tar Paper Basement; 1st Floor; 2nd Floor; 3rd Floor; 4th Floor; 5th Floor; 6th Floor; 7th Floor 15% Chrysotile 10% Chrysotile 5% Chrysotile 2% Chrysotile 3.6% Chrysotile 8% Chrysotile 7% Chrysotile 3% Chrysotile Basement: 35,200 SF 1st Floor: 13,850 SF 2nd Floor: 55,200SF 3rd Floor: 66,950 SF 4th Floor: 38,900 SF 5th Floor: 9,600 SF 6th Floor: 5,500 SF 7th Floor: 3,950 SF Total: 229,150 SF Tank Insulation 2nd Floor 30% Chrysotile 100 SF 9” x 9” Green Floor Tile and Black Mastic with Pipe Insulation Debris 2nd Floor Floor Tile: 5% Chrysotile Mastic: 5% Chrysotile Pipe Insulation: 20% Amosite / 3% Chrysotile 4,500 SF Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 3 Material Substance Location Asbestos Content Est. Quantity 12” x 12” Brown Floor Tile and Black Mastic with Pipe Insulation Debris 2nd Floor Floor Tile: 2% Chrysotile Mastic: 5% Chrysotile Pipe Insulation: 20% Amosite / 3% Chrysotile 100 SF Corrugated Transite Panels Exterior 15% Chrysotile Northwest Office Roof: 2,700 SF SW Rail Dock Wall: 300 SF Old Caulk Exterior – North Street Level Windows 15% Chrysotile 30 LF Roofing Tar All Roofs 8% Chrysotile 6,000 SF Roofing Caulk Roof A 5% Chrysotile 60 LF Roofing Material Roof E 10% Chrysotile 12,200 SF Expansion Joint Exterior – North A12 (Behind Vertical Metal Seams) 3% Chrysotile 400 LF Chalkboard 6th Floor; 7th Floor 15% Chrysotile 6th Floor: 20 SF 7th Floor: 50 SF Wall Tar 5th Floor – HVAC Crawl Space 10% Chrysotile 750 SF Panel Adhesive Basement; 1st Floor; 2nd Floor; 3rd Floor 10% Chrysotile Basement: 360 SF 1st Floor: 700 SF 2nd Floor: 500 SF 3rd Floor: 10,800 SF Total: 12,360 SF Duct Wrap Basement 80% Chrysotile 70% Chrysotile 500 LF Cement Board 1st Floor – North Room, North Wall – Top Half 20% Chrysotile 750 SF Cork Insulation Tar 7th Floor – Middle Room, South Portion Walls; 3rd Floor –Northeast Room Ceiling 3% Chrysotile 2% Chrysotile 7th Floor: 4,700 SF 3rd Floor: 17,100 SF Total: 21,800 SF Possible Fire Doors (Assumed) Throughout N/A (Assumed) 70 Doors Elevator Equipment (Assumed) Throughout N/A (Assumed) 6 Elevator Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 4 2.0 INTRODUCTION A. Property Information Location: Rath Buildings 1142 Sycamore Street Waterloo, Iowa 50703 Contact Person: Aric Schroeder City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 B. Personnel Inspector/Project Management: Jon Reis State of Iowa License 25-12880I QA/QC: Kim Crosser-Harms State of Iowa License 25-12883I Inspector: Kevin Marble State of Iowa License 24-11230I Inspector: Emma Thomas State of Iowa License 24-12154I C. Sampling Plan The scope of this ACM Inspection included the interior and exterior of the buildings on the Property with the exception of the rooftops. The previously completed report inspected the rooftops and that information is included. This ACM Inspection is in accordance with OSHA Regulation 1926.1101. All samples collected in the field were sent to EMSL Analytica, Inc., an NVLAP certified laboratory, for analysis. The samples were analyzed via the polarized light microscopy (PLM) method for asbestos content. If requested by Client, samples were further analyzed via the transmission electron microscopy (TEM) method or PLM 400 Point Count analysis method. D. Regulation Review The U.S. EPA qualifies asbestos containing materials (ACM) as materials with an asbestos content greater than 1%. According to Iowa OSHA, ACM is any material found to contain asbestos, regardless of its concentration, and shall be regulated as hazardous waste. The following definitions are taken from Section 61.141 of Subpart M, Part 61 of Title 40: Protection of Environment of the Code of Federal Regulations (CFR). • “Category I nonfriable asbestos-containing material (ACM)” is defined as asbestos-containing packings, gaskets, resilient floor covering, and asphalt roofing products containing more than 1% asbestos as determined using the method specified in appendix E, subpart E, 40 CFR part 763, section 1, Polarized Light Microscopy (PLM). • “Category II nonfriable ACM” is defined as any material, excluding Category I nonfriable ACM, containing more than 1% asbestos as determined using the methods specified in appendix E, subpart E, 40 CFR part 763, section 1, PLM that, when dry, cannot be crumbled, pulverized, or reduced to powder by hand pressure. • “Friable asbestos material” is defined as any material containing more than 1% Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 5 asbestos as determined using the methods specified in appendix E, subpart E, 40 CFR part 763, section 1, PLM that when dry, can be crumbled, pulverized, or reduced to powder by hand pressure. If the asbestos content is less than 10% as determined by a method other than point counting by PLM, verify the asbestos content by point counting using PLM. 3.0 PROPERTY DESCRIPTION The Property consists of four buildings, three of which have multiple additions. The buildings and additions total 900,657 square feet. • Building 1 is a four-story solid brick structure with a basement constructed in 1936. The following were constructed in 1957: a three-story solid brick addition with a basement, a one-story solid brick addition with a basement, a one-story vinyl frame addition, and a one-story milled wood frame addition. Building 1 and associated additions total 156,129 square feet. • Building 2 is a six-story solid brick structure with a basement constructed in 1938. The following were constructed in 1938: a five-story solid brick addition with a basement, a six-story brick on block addition with a basement, and two six-story solid brick additions with basements. Building 2 and associated additions total 302,448 square feet. • Building 3 is a seven-story solid brick structure with a basement constructed in 1938. A six-story solid brick addition with a basement was constructed in 1938, a one-story solid brick addition was constructed in 1950, a one-story milled wood frame addition was constructed in 1990, and a three-story solid brick addition was constructed in 1938. Building 3 and associated additions total 189,680 square feet. • Building 4 is a seven-story solid brick structure with a basement constructed in 1938. Building 4 totals 252,400 square feet. 4.0 INSPECTION LIMITATIONS An Inspection limitation, for the purpose of this report, is any action or task that is limited from the original scope work. The overall reason for any limitation is the protection of Eocene personnel. Examples of limitations can range from a lack of accessibility to an area of the Property, unsafe work areas, collecting additional samples, etc. • The purpose of this ACM inspection was to confirm sampling of suspect materials throughout the buildings and verify quantities. • Due to potential safety concerns, rooftops were not included in this ACM Inspection. 5.0 INSPECTION ACTIVITIES Iowa certified asbestos inspectors from Eocene collected 80 samples on January 13, 14, and 22, 2025, and May 7, 2025. Iowa certified asbestos inspectors collected 198 samples between June 13-17, 2022 as part of the Toeroek report. The samples were collected from accessible building components located throughout the Property. Upon completion of bulk sampling activities, samples were sent to EMSL Analytical, Inc., an NVLAP certified laboratory, for analysis. Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 6 Materials that are “suspected” to contain asbestos are divided into the following three categories: 1. Surfacing materials are materials that are sprayed or troweled on for acoustical, decorative, or fireproofing purposes. Examples are textured ceilings or drywall, exterior stucco and structural steel fireproofing; 2. Thermal System Insulation (TSI) is insulation used to inhibit heat transfer from pipes, boilers, tanks, ducts, and various other components of hot and cold-water systems and HVAC systems. Examples are hard cementitious “mud” type insulation on pipes, boilers and flues; and, 3. Miscellaneous materials are mostly non-friable products and materials such as floor tile, drywall, ceiling tile and roofing felt. The following tables show samples positively identified by the laboratory to be asbestos containing materials (ACM) and samples that were analyzed as non-ACM. The complete analytical results can be found in Appendix B. Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 7 Table 2a – Asbestos Containing Materials Sample List (Toeroek) Figure Key Sample # Material Substance Material Type (Surf/TSI/Misc) Friable (Y or N) Color Floor Location Asbestos Content Est. Quantity 7 RB-TSI-01 Pipe Insulation (Various Sizes TSI Y White 7=2; 8=4; 9=5 Throughout 20% Amosite 8% Chrysotile – Positive Stop 4,700 LF 8 RB-TSI-02 9 RB-TSI-03 19 RB-TSI3-01 Pipe Insulation TSI Y Green (Gray) 7 C71, C72 25% Chrysotile – Positive Stop 300 LF 20 RB-TSI3-02 21 RB-TSI3-03 22 RB-INS-01 Heater Insulation TSI Y Gray 7 5th and 7th Floors 10% Amosite 10% Chrysotile – Positive Stop 1,700 SF 23 RB-INS-02 24 RB-INS-03 26 27 RB-TSI4-02 RB-TSI4-03 (Tar and Felt) Felt-Wrapped (Foam) Pipe Insulation (Tar and Felt) TSI N Black Roof Roof, 7th Floor, and C51 – Layer 2 30% Chrysotile – Positive Stop 1,100 LF 28 RB-DC-01 Door Caulk Misc N Black 6 Elevator Doors – All Floors 5% Chrysotile – Positive Stop 280 LF 29 RB-DC-02 30 RB-DC-03 31 RB-BI-01 Boiler Insulation (Scattered Pipe Insulation Debris) TSI Y White 6 C64 Metal Boiler, C71, C72, B56, C51, G51 10% Amosite – Positive Stop 1,500 SF 32 RB-BI-02 33 RB-BI-03 37 RB-TRAN-01 Transite Wall Panels Misc N Beige 6 6th Floor – H Area Walls, E61 15% Chrysotile – Positive Stop 4,450 SF 38 RB-TRAN-02 39 RB-TRAN-03 40 RB-DS-01 Duct Sealant Misc N Black 6 6th Floor – G Area, A3, C64 15% Chrysotile – Positive Stop 300 SF 41 RB-DS-02 42 RB-DS-03 43 RB-TSI5-01 Aircell Pipe Insulation TSI Y Beige 6 C51, E51, G22, Basement Boiler Room, East Abandoned Basement Bathroom 20% Chrysotile – Positive Stop 550 LF 44 RB-TSI5-02 45 RB-TSI5-03 50 RB-AS-01 Asphalt Shingles Misc N Black 5 Upper Columns and Ceiling (B55), B53, C11 10% Chrysotile – Positive Stop 11,500 SF 51 RB-AS-02 52 RB-AS-03 Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 8 Figure Key Sample # Material Substance Material Type (Surf/TSI/Misc) Friable (Y or N) Color Floor Location Asbestos Content Est. Quantity 78 RB-TI-01 Tank Insulation TSI Y White (Pink) 78, 79=2; 80=B G22, CB1 30% Chrysotile – Positive Stop 100 SF 79 RB-TI-02 80 RB-TI-03 84 85 86 RB-VFT-01 RB-VFT-02 RB-VFT-03 (Floor Tile & Mastic) 9” x 9” Vinyl Floor Tile and Mastic Misc N Green Floor Tile & Black Mastic 2 C22 – Lab Area 5% Chrysotile (Floor Tile) 5 % Chrysotile (Mastic) – Positive Stop 4,500 SF 93 94 95 RB-VFT2-01 RB-VFT2-02 RB-VFT2-03 (Floor Tile & Mastic) 12” x 12” Vinyl Floor Tile and Mastic Misc N Brown Floor Tile & Black Mastic 2 C22 – Lab Hallway 2% Chrysotile (Floor Tile) 5 % Chrysotile (Mastic) – Positive Stop 120 SF 96 97 98 RB-TSI6-01 RB-TSI6-02 RB-TSI6-03 (Insulation) Silver-Painted Pipe Insulation TSI F White 2 C22 – Lab Area – Layer 2 20% Amosite 3% Chrysotile (Insulation) – Positive Stop 200 LF 123 RB-DC3-01 Door Caulk Misc N White Ext West Exterior Loading Dock Door 10% Chrysotile – Positive Stop 8 LF 124 RB-DC3-02 125 RB-DC3-03 126 RB-TRAN2-01 Corrugated Transite Panels Misc N White/Gray Ext Northwest Office Roof, Southwest Rail Dock Wall 15% Chrysotile – Positive Stop 2,500 SF 127 RB-TRAN2-02 128 RB-TRAN2-03 138 RB-WC2-01 Old Caulk Misc N Grey Ext Exterior – North Street Level Windows 15% Chrysotile – Positive Stop 30 LF 139 RB-WC2-02 140 RB-WC2-03 150 RB-RT-01 Roofing Tar Misc N Grey/Silver Roof All Roofs 8% Chrysotile – Positive Stop 6,000 SF 151 RB-RT-02 152 RB-RT-03 153 RB-RC-01 Roofing Caulk Misc N White Roof Roof A 5% Chrysotile – Positive Stop 60 LF 154 RB-RC-02 155 RB-RC-03 177 RB-RM5-01 Roofing Material Misc N Silver Roof Roof – E 10% Chrysotile – Positive Stop 12,200 SF 178 RB-RM5-02 179 RB-RM5-03 Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 9 Figure Key Sample # Material Substance Material Type (Surf/TSI/Misc) Friable (Y or N) Color Floor Location Asbestos Content Est. Quantity 180 RB-EJ3-01 Expansion Joint Misc N White Ext Exterior – North A12 (Behind Metal Vertical Seams) 3% Chrysotile – Positive Stop 400 LF 181 RB-EJ3-02 182 RB-EJ3-03 ASSUMED ACM N/A Fire Doors TSI Y White Throughout Throughout N/A 25 Doors N/A Elevator Equipment Throughout Elevator N/A 6 Elevators Material Type – Surf=Surfacing, TSI=Thermal System Insulation, Misc=Miscellaneous / Est. Quantity – SF=Square foot, LF=Linear foot, EA=Each B=Basement, R=Roof, Mezz=Mezzanine, Ext=Exterior Twenty-three (23) bulk material samples were analyzed greater than 1% asbestos. For those samples the laboratory identified as containing less than 1% asbestos, they were further analyzed via point count analysis. Samples determined to contain less than 1% asbestos via point count were included in Table 3a (non-asbestos containing material sample list). ACMs include pipe insulation(s), heater insulation, pipe insulation tar and felt, door caulk(s), boiler insulation, transite wall panels, duct sealant, aircell pipe insulation, asphalt shingles, tank insulation, 9” x 9” vinyl floor tile, floor tile mastic(s), 12” x 12” vinyl floor tile mastic, silver-painted pipe insulation, corrugated transite panels, old caulk, roofing tar, roofing caulk, roofing materials, and expansion joint compound. Additionally, two (2) materials were not sampled and assumed ACM. These materials include fire doors and elevator equipment. If during demolition or renovation activities additional areas of identified ACM are discovered, they should be abated accordingly. The Toeroek report and associated analytical reports are provided in Appendix E. Asbestos Containing Material (ACM) is defined as any material containing greater than one percent (>1%) asbestos. Building materials containing equal to one percent (1%) or less than one percent (<1%) asbestos by point count analysis are not classified as Regulated Asbestos Containing Material (RACM) by the EPA. Although an asbestos abatement contractor is not required to remove materials containing 1% or less asbestos, these materials must be removed wet and promptly contained and disposed of in leak-tight containers. Materials containing 1% or less asbestos are not required to be disposed of at an approved landfill as asbestos waste material. Employers of those engaging in the disturbance of 1% or less asbestos are required to provide their workers with Asbestos Awareness training of at least two hours prior to disturbance of said materials. Further, those removing materials containing 1% or less asbestos must maintain documentation proving that breathing zone exposures do not exceed either OSHA’s permissible exposure limit or short- term excursion limit. Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 10 It is important to note that these are estimated quantities; therefore, the abatement contractors and the client representative should discern between the estimated quantity above and future exploration of the property at the pre-bid walk-through to determine the final quantity during abatement procedures. Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 11 Table 2b – Asbestos Containing Materials Sample List (Eocene) Sample # Material Substance Material Type (Surf/TSI/Misc) Friable (Y or N) Color Floor Location Asbestos Content Est. Quantity R-3a Aircell Pipe Insulation TSI Y White 7 NW Room 70% Chrysotile 1,685 LF R-3b Aircell Pipe Insulation TSI Y White 5 NE Room 70% Chrysotile See above R-3c Aircell Pipe Insulation TSI Y White 4 NW Room near Elevators 70% Chrysotile See above R-3d Aircell Pipe Insulation TSI Y White 2 S Mechanical Room 70% Chrysotile See above R-3e Aircell Pipe Insulation TSI Y White B Eastmost Hall 70% Chrysotile See above R-5 Chalkboard Misc N Black 7 W Room 15% Chrysotile 60 SF R-7a Pipe Insulation TSI Y White 6 NE Room 5% Amosite 15% Chrysotile 3,200 LF R-9 Ceiling Covering Misc N Silver 6 Center Room on Support Column 2% Chrysotile 229,150 SF R-10 Duct Sealant Misc N Brown/Gray 6 SW Room on Smokers 2% Chrysotile 550 LF R-11 Transite Wall Panels Misc N White 6 West Smoke Rooms 15% Chrysotile 5,800 SF R-13 Ceiling Covering Tar Misc N Black 5 Center Room 5% Chrysotile See R-9 R-14 Ceiling Covering Misc N Silver 5 Center Room 2% Chrysotile See R-9 R-15 Wall Tar Misc N Black 5 HVAC Crawl Space 10% Chrysotile 750 SF R-24 Cork Tar Paper Misc N Black 3 SE Room 3.6% Chrysotile (PC) See R-9 R-25 Panel Adhesive Misc N Gray 3 S Middle Room 10% Chrysotile 12,360 SF R-28 Ceiling Covering Misc N Black 2 NW Room 8.0% Chrysotile (PC) See R-9 R-33a Pipe Insulation TSI Y White 2 SW Room 20% Chrysotile See R7a R-33b Pipe Insulation TSI Y White 2 SW Room 20% Chrysotile See above R-33c Pipe Insulation TSI Y White 2 SW Room 60% Chrysotile See above R-43 Pipe Insulation TSI Y White B N Room 60% Chrysotile See R-7a R-45a Duct Wrap TSI Y White B East Hall 80% Chrysotile 500 LF R-45b Duct Wrap TSI Y White B East Hall 80% Chrysotile See above R-45c Duct Wrap TSI Y White B East Hall 70% Chrysotile See above Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 12 Sample # Material Substance Material Type (Surf/TSI/Misc) Friable (Y or N) Color Floor Location Asbestos Content Est. Quantity R-48 Cement Board Misc N Gray 1 N Room - N Wall – Top Half 20% Chrysotile 750 SF R-49 Duct Sealant Misc N Black 6 W Central Room 2% Chrysotile See R-10 R-51 Door Caulk Misc N Gray Ext SW Dock Entrance Door 1.2% Chrysotile (PC) 10 LF R-52 Ceiling Covering Misc N Black 7 SE Room 7% Chrysotile See R-9 R-53 Ceiling Covering Misc N Black 7 SE Room 3% Chrysotile See R-9 R-55 Cork Insulation Tar Misc N Black 7 Middle Room, South Portion 3% Chrysotile 21,800 SF R-56 Ceiling Covering Misc N Black 4 NW Room 2% Chrysotile See R-9 R-60 Ceiling Covering Misc N Black 3 Main Room, W Side 2% Chrysotile See R-9 R-61 Cork Insulation Tar Misc N Black 3 NE Room 2% Chrysotile See R-55 R-64 Ceiling Covering Misc N Black 1 NE Room 0.5% Chrysotile (PC) *Assumed to be ACM See R-9 R-67 Ceiling Covering Misc N Black B NW Room None Detected (PC) *Assumed to be ACM See R-9 Material Type – Surf=Surfacing, TSI=Thermal System Insulation, Misc=Miscellaneous / Location – B=Basement, R=Roof, Mezz=Mezzanine, Ext=Exterior / Asbestos Content – PC=Point Count / Est. Quantity – SF=Square foot, LF=Linear foot, EA=Each Thirty-two (32) bulk material samples were analyzed greater than 1% asbestos. Six (6) of the remaining building material samples (window glazing, cork insulation tar, and ceiling covering) were detected with a concentration of <1% asbestos and determined to contain <1% asbestos via point count analysis. Though two of the ceiling covering samples were determined to contain <1% asbestos via point count analysis, the materials are assumed to be ACM as similar, apparent homogenous materials from the other floors were determined to be ACM by laboratory analysis. ACMs include aircell pipe insulation, chalkboards, pipe insulation, ceiling covering, duct sealant, transite wall panels, ceiling covering tar, wall tar, cork tar paper, panel adhesive, duct wrap, cement board, door caulk, and cork insulation tar. If during demolition or renovation activities additional areas of identified ACM are discovered, they should be abated accordingly. Laboratory analytical reports are provided in Appendix B. Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 13 Asbestos Containing Material (ACM) is defined as any material containing greater than one percent (>1%) asbestos. Building materials containing equal to one percent (1%) or less than one percent (<1%) asbestos by point count analysis are not classified as Regulated Asbestos Containing Material (RACM) by the EPA. Although an asbestos abatement contractor is not required to remove materials containing 1% or less asbestos, these materials must be removed wet and promptly contained and disposed of in leak-tight containers. Materials containing 1% or less asbestos are not required to be disposed of at an approved landfill as asbestos waste material. Employers of those engaging in the disturbance of 1% or less asbestos are required to provide their workers with Asbestos Awareness training of at least two hours prior to disturbance of said materials. Further, those removing materials containing 1% or less asbestos must maintain documentation proving that breathing zone exposures do not exceed either OSHA’s permissible exposure limit or short- term excursion limit. Additional testing was performed using the 400 Point Count procedure on four (4) bulk material samples that were originally reported to have less than one percent (<1%) asbestos by polarized microscopy. One (1) out of the four (4) bulk sample materials tested with concentrations of less than one percent (<1%) asbestos, therefore this one material is not regulated by the EPA. Iowa OSHA would consider disturbance of this one (1) material as unclassified asbestos work. It is important to note that these are estimated quantities; therefore, the abatement contractors and the client representative should discern between the estimated quantity above and future exploration of the property at the pre-bid walk-through to determine the final quantity during abatement procedures. Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 14 Table 3a – Non-Asbestos Containing Material Sample List (Toeroek) Figure Key Sample # Material Substance Material Type (Surf/TSI/Misc) Friable (Y or N) Color Floor Location Asbestos Content 1 RB-WG-01 Window Glaze (Square Pane Windows) Misc N Gray/Pink 7 6th and 7th Floor <0.25% Chrysotile PC* 2 RB-WG-02 3 RB-WG-03 4 RB-BG-01 Wall Block Grout Misc N Gray 7 Throughout ND 5 RB-BG-02 6 RB-BG-03 9 RB-TSI-03 Insulation Wrap Misc N Gray 5 Throughout ND 10 11 12 RB-TS2-01 RB-TS2-02 RB-TS2-03 (Mastic) 8” – 24” Pipe Insulation (Mastic) TSI Y Black 10=5; 11=3; 12=1 Throughout – Layer 1 ND 10 11 12 RB-TS2-01 RB-TS2-02 RB-TS2-03 (Insulation) 8” – 24” Pipe Insulation TSI Y Brown 10=5; 11=3; 12=1 Throughout – Layer 2 ND 13 RB-PL-01 Plaster Surf N Gray 13=3; 14=4; 15=5 Throughout <0.25% Chrysotile PC* 14 RB-PL-02 15 RB-PL-03 16 RB-CI-01 Cork Insulation TSI N Brown 16=1; 17, 18=3 Throughout – Behind Walls ND 17 RB-CI-02 18 RB-CI-03 25 26 27 RB-TSI4-01 RB-TSI4-02 RB-TSI4-03 (Tar and Felt) Felt-Wrapped (Foam) Pipe Insulation (Tar and Felt) TSI N Black Roof Roof, 7th Floor, and C51 – Layer 1 ND 25 RB-TSI4-01 (Tar and Felt) Felt-Wrapped (Foam) Pipe Insulation (Tar and Felt) TSI N Black Roof Roof, 7th Floor, and C51 – Layer 2 ND 25 26 27 RB-TSI4-01 RB-TSI4-02 RB-TSI4-03 (Insulation) Felt-Wrapped (Foam) Pipe Insulation (Insulation) TSI N Gray Roof Roof, 7th Floor, and C51 – Layer 2 and Layer 3 ND 34 RB-T-01 Tar Misc N Black 34=1; 35, 36=5 Throughout (Ceilings and Walls) ND 35 RB-T-02 36 RB-T-03 Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 15 Figure Key Sample # Material Substance Material Type (Surf/TSI/Misc) Friable (Y or N) Color Floor Location Asbestos Content 46 RB-PL-04 Plaster Surf N Gray 46=N/A; 47=6; 48, 49=2 Throughout <0.25% Chrysotile PC* 47 RB-PL-05 48 RB-PL-06 49 RB-PL-07 53 RB-DC2-01 Door Caulk Misc N White 5 5th Floor – Northwest Elevator Doors ND 54 RB-DC2-02 55 RB-DC2-03 56 RB-WC-01 Window Caulk Misc N White 5 B56 (Interior Square Windows ND 57 RB-WC-02 58 RB-WC-03 59 RB-FH-01 Fire Hose Misc N Beige 6 6th Floor – E61 ND 60 RB-FH-02 61 RB-FH-03 62 RB-PW-01 Pipe Wrap Misc N Black 5 F51 ND 63 RB-PW-02 64 RB-PW-03 68 RB-T2-01 Tar (Brick Walls) Misc N Black 68, 70=4; 69=N/A A41, A22 ND 69 RB-T2-02 70 RB-T2-03 71 72 73 74 75 76 77 RB-FWC-01 RB-FWC-02 RB-FWC-03 RB-FWC-04 RB-FWC-05 RB-FWC-06 RB-FWC-07 (Coating) Freezer Wall Coating Misc N White 71=1; 72, 73, 74=3; 75, 76, 77=4 Throughout Freezer Walls – Layer 1 ND 71 72 73 74 75 76 77 RB-FWC-01 RB-FWC-02 RB-FWC-03 RB-FWC-04 RB-FWC-05 RB-FWC-06 RB-FWC-07 (Insulation) Freezer Wall Coating (Insulation) Misc N White 71=1; 72, 73, 74=3; 75, 76, 77=4 Throughout Freezer Walls – Layer 2 ND 71 72 RB-FWC-01 RB-FWC-02 (Foam) Freezer Wall Coating (Foam) Misc N White 71=1; 72=3 Throughout Freezer Walls – Layer 3 ND Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 16 Figure Key Sample # Material Substance Material Type (Surf/TSI/Misc) Friable (Y or N) Color Floor Location Asbestos Content 81 83 RB-CFT-01 RB-CFT-03 (Grout) Ceramic Floor Tile Grout Misc N Red 2 C22 – Lab Area – Layer 2 ND 82 83 RB-CFT-02 RB-CFT-03 (Ceramic Tile) Ceramic Floor Tile Grout (Floor Tile) Misc N Brown 2 C22 – Lab Area – Layer 1 ND 87 88 89 RB-CB-01 RB-CB-02 RB-CB-03 (Cove Base) 6” Cove Base Misc N Black 2 C22 – Lab Area – Layer 1 ND 87 88 89 RB-CB-01 RB-CB-02 RB-CB-03 (Mastic) 6” Cove Base (Mastic) Misc N Dark Brown 2 C22 – Lab Area – Layer 2 ND 90 RB-CT-01 Dot Pattern 1’ x 1’ Ceiling Tile Misc Y Dark Brown 2 C22 – Lab Area ND 91 RB-CT-02 92 RB-CT-03 96 97 RB-TSI6-01 RB-TSI6-02 (Coating) Silver-Painted Pipe Insulation (Coating) Misc N Silver 2 C22 – Lab Area – Layer 1 ND 98 RB-TSI6-03 (Wrap) Silver-Painted Pipe Insulation (Wrap) Misc N Gray 2 C22 – Lab Area – Layer 1 ND 99 100 101 RB-VFT3-01 RB-VFT3-02 RB-VFT3-03 (Floor Tile) 12” x 12” Vinyl Floor Tile Misc N Grey 1 Loading Dock Office – Layer 1 ND 99 100 101 RB-VFT3-01 RB-VFT3-02 RB-VFT3-03 (Mastic) 12” x 12” Vinyl Floor Tile (Mastic) Misc N Dark Brown 1 Loading Dock Office – Layer 2 ND 102 RB-CT2-01 White Fissure 2’ x 4’ Ceiling Tile Misc Y White 1 Loading Dock Office ND 103 RB-CT2-02 104 RB-CT2-03 105 106 107 RB-DWJC-01 RB-DWJC-02 RB-DWJC-03 (Texture) Drywall Joint Compound (Texture) Misc N White 1 Breakroom – Layer 1 ND Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 17 Figure Key Sample # Material Substance Material Type (Surf/TSI/Misc) Friable (Y or N) Color Floor Location Asbestos Content 105 106 RB-DWJC-01 RB-DWJC-02 (Wallboard) Drywall Joint Compound (Wallboard) Misc N White 1 Breakroom – Layer 2 or Layer 4 ND 106 RB-DWJC-02 (Tape) Drywall Joint Compound (Tape) Misc N Beige 1 Breakroom – Layer 2 ND 106 RB-DWJC-02 (Joint Compound) Drywall Joint Compound Misc N White 1 Breakroom – Layer 3 ND 109 110 RB-CB2-02 RB-CB2-03 (Cove Base) 4” Cove Base Misc N White 1 Breakroom Hallway – Layer 1 ND 108 109 110 RB-CB2-01 RB-CB2-02 RB-CB2-03 (Mastic) 4” Cove Base (Mastic) Misc N Beige 1 Breakroom Hallway – Layer 2 ND 111 112 113 RB-SF-01 RB-SF-02 RB-SF-03 (Sheet Flooring) Sheet Flooring Misc N Brown 1 1st Floor Closet – Layer 1 ND 111 112 113 RB-SF-01 RB-SF-02 RB-SF-03 (Mastic) Sheet Flooring (Mastic) Misc N Yellow 1 1st Floor Closet – Layer 2 ND 114 RB-CRT-01 Countertop Misc N Black 2 C22 – Lab Area ND 115 RB-CRT-02 116 RB-CRT-03 117 RB-FP-01 Spray-On Fireproofing Surf N Gray B AB2 ND 118 RB-FP-02 119 RB-FP-03 120 RB-C-01 Caulk Misc N White Ext Exterior Foundation – South Docks ND 121 RB-C-02 122 RB-C-03 129 RB-C2-01 Expansion Caulk Misc N Grey Ext Exterior C13 – Southeast Corner, Northeast and North- Center C12, B11, and North A12 ND 130 RB-C2-02 131 RB-C2-03 Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 18 Figure Key Sample # Material Substance Material Type (Surf/TSI/Misc) Friable (Y or N) Color Floor Location Asbestos Content 132 RB-FS-01 Asphaltic Floor Seam Misc N Black Ext Exterior – C13 Ramp ND 133 RB-FS-02 134 RB-FS-03 135 RB-EJ-01 Expansion Joint (Soft) Misc N White Ext Northeast and North-Center C12 ND 136 RB-EJ-02 137 RB-EJ-03 141 RB-EJ2-01 Expansion Joint Misc N Grey Ext Northwest Ground Perimeter ND 142 RB-EJ2-02 143 RB-EJ2-03 144 145 146 RB-RM-01 RB-RM-02 RB-RM-03 (Mastic Wrap) Roofing Material (Mastic Wrap) Misc N Black Roof Roof – G and F – Layer 1 ND 144 145 146 RB-RM-01 RB-RM-02 RB-RM-03 (Tar) Roofing Material (Tar) Misc N Black Roof Roof – G and F – Layer 2 ND 144 145 146 RB-RM-01 RB-RM-02 RB-RM-03 (Insulation) Roofing Material (Insulation) Misc N Yellow Roof Roof – G and F – Layer 3 ND 147 148 149 RB-RM2-01 RB-RM2-02 RB-RM2-03 (Membrane) Roofing Material (Membrane) Misc N Gray/Beige Roof Roof – A11 – Layer 1 ND 147 148 149 RB-RM2-01 RB-RM2-02 RB-RM2-03 (Foam Insulation) Roofing Material (Foam Insulation) Misc N Gray/Beige Roof Roof – A11 – Layer 2 ND 156 RB-RT2-01 Roofing Tar Misc N Black Roof Roof – A (Vent)s ND 157 RB-RT2-02 158 RB-RT2-03 159 160 161 RB-RM3-01 RB-RM3-02 RB-RM3-03 (Roofing Tars and Felts) Roofing Material (Roofing Tars and Felts) Misc N Black Roof Roof – B and C – Layer 1 ND Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 19 Figure Key Sample # Material Substance Material Type (Surf/TSI/Misc) Friable (Y or N) Color Floor Location Asbestos Content 159 160 161 RB-RM3-01 RB-RM3-02 RB-RM3-03 (Decking) Roofing Material (Decking) Misc N Brown Roof Roof – B and C – Layer 2 ND 162 RB-RT3-01 Roofing Tar Misc N Black Roof All Roofs ND 163 RB-RT3-02 164 RB-RT3-03 165 RB-WC3-01 Window Caulk Misc N White Roof Roof – B (Skylight Windows) ND 166 RB-WC3-02 167 RB-WC3-03 168 169 170 RB-AS2-01 RB-AS2-02 RB-AS2-03 (Shingle) Asphalt Shingles Misc N Black Roof Roof – B/C Transition – Layer 1 ND 168 169 170 RB-AS2-01 RB-AS2-02 RB-AS2-03 (Tar Paper) Asphalt Shingles (Tar Paper) Misc N Black Roof Roof – B/C Transition – Layer 2 ND 171 172 173 RB-RM4-01 RB-RM4-02 RB-RM4-03 (Roll Roofing) Roofing Material (Roll Roofing) Misc N Black Roof Roof – D and H – Layer 1 ND 171 172 173 RB-RM4-01 RB-RM4-02 RB-RM4-03 (Roofing Felt) Roofing Material (Roofing Felt) Misc N Black Roof Roof – D and H – Layer 2 ND 171 172 173 RB-RM4-01 RB-RM4-02 RB-RM4-03 (Foam Insulation) Roofing Material (Foam Insulation) Misc N Yellow Roof Roof – D and H – Layer 3 ND 174 RB-RC2-01 Caulk Misc N Pink Roof Roof – H (South Wall) ND 175 RB-RC2-02 176 RB-RC2-03 *Analyzed via point count and not classified as RACM by the EPA Material Type – Surf=Surfacing, TSI=Thermal System Insulation, Misc=Miscellaneous / Location – B=Basement, R=Roof, Mezz=Mezzanine, Ext=Exterior / Asbestos Content – PC=Point Count, ND=None Detected / Est. Quantity – SF=Square foot, LF=Linear foot, EA=Each Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 20 Table 3b – Non-Asbestos Containing Material Sample List (Eocene) Sample # Material Substance Material Type (Surf/TSI/Misc) Friable (Y or N) Color Floor Location Asbestos Content R-1 Plaster Surf N White 7 NE Room ND R-2 Pipe Wrap Misc N Black 7 SE Room ND R-4 Cork Insulation Misc Y Brown 7 S Room ND R-6 Door Frame Caulk Misc N Gray 7 W Room ND R-8 Window Glazing Misc Y Gray 6 E Exterior Windows 0.25% Chrysotile (PC)* R-12 Cork Insulation Misc Y Brown 5 NE Room ND R-16 Wall Block Grout Misc N Gray 5 HVAC Crawl Space ND R-17 Cork Insulation Adhesive Tar Misc N Black 5 S Central Room ND R-18 Pipe Wrap Misc N Black 5 SW Room ND R-19 Pipe Insulation TSI Y Brown 5 SW Room ND R-20 Wall Tar Misc N Black 4 W Room on Exterior Wall ND R-21a Spray On Insulation Surf Y White 4 NW Room ND R-21b Spray On Insulation Surf Y White 4 NW Room ND R-21c Spray On Insulation Surf Y White 4 NW Room ND R-21d Spray On Insulation Surf Y White 3 NW Room ND R-22 Door Caulk Misc N Gray 4 NW Room Elevators ND R-23 Cork Insulation Misc Y Brown 3 SE Room ND R-26 Pipe Wrap Misc N Black 3 SW Side Room ND R-27 Wall Block Grout Misc N Gray 3 N Stairwell Block ND R-29 Spray On Insulation Surf Y White 2 NE Room ND R-30 Pipe Wrap Misc N Black 2 Middle East Room ND R-31 Insulation Tar Misc N Black 2 Middle East Room ND R-32 Door Caulk Misc N Gray 2 SE Room ND R-34 Window Glazing Misc Y Pink 2 Lab ND Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 21 Sample # Material Substance Material Type (Surf/TSI/Misc) Friable (Y or N) Color Floor Location Asbestos Content R-35 12" x 24" Floor Tile Misc N Black 1 SE Room Office ND R-36 Floor Tile Mastic Misc N Black 1 SE Room Office ND R-37 Pipe Wrap Misc N Black 1 SE Room ND R-38 Insulation Tar Misc N Black 1 SE Room ND R-39 Caulk Misc N White 1 S Room ND R-40 Spray On Insulation Surf Y White 1 SE Room ND R-41 Caulk Misc N White 1 SW Loading Dock ND R-42-Floor Tile 12" x 24" Floor Tile Misc N Black 1 N Room ND R-42-Mastic 12" x 24" Floor Tile Mastic Misc N Black 1 N Room ND R-44 Cork Insulation Misc Y Brown B NE Room ND R-46 Linoleum Misc N Brown 1 Tank Room ND R-47 Linoleum Adhesive Misc N Yellow 1 Tank Room ND R-50 Expansion Joint Compound Misc N White Ext S Side ND R-54 Cork Insulation Tar Misc N Black 5 N Room ND R-57 Cork Insulation Tar Misc N Black 4 NE Room ND R-58 Cork Insulation Tar Misc N Black 4 Middle South Room ND R-59 Cork Insulation Tar Misc N Black 4 E Room 0.5% Chrysotile (PC)* R-62 Cork Insulation Tar Misc N Black 3 SE Room 0.7% Chrysotile (PC)* R-63 Cork Insulation Tar Misc N Black 2 S Middle Room ND R-65 Cork Insulation Tar Misc N Black 1 East Room ND R-66 Cork Insulation Tar Misc N Black 1 South Middle Room ND R-68 Cork Insulation Tar Misc N Black B S Middle Room <0.25% Chrysotile (PC)* *Analyzed via point count and not classified as RACM by the EPA Material Type – Surf=Surfacing, TSI=Thermal System Insulation, Misc=Miscellaneous / Asbestos Content – ND=None Detected, PC-Point Count Location – B=Basement, R=Roof, Int=Interior, Ext=Exterior Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 22 6.0 CONCLUSIONS / RECOMMENDATIONS The following conclusions and recommendations are summarized as follows: Asbestos was detected in 23 of the 198 samples collected from various building components within the Property’s interior and exterior by Toeroek. Asbestos was detected in 32 of the 80 additional samples collected from the Property’s interior and exterior by Eocene. ACMs include: • Pipe Insulation • Heater Insulation • Felt-Wrapped Pipe Insulation Tar and Felt • Door Caulk • Boiler Insulation • Transite Wall Panels • Duct Sealant • Aircell Pipe Insulation • Asphalt Shingles/Ceiling Covering/Ceiling Covering Tar • Tank Insulation • 9” x 9” Vinyl Floor Tile • 9” x 9” Vinyl Floor Tile Mastic • 12” x 12” Vinyl Floor Tile • 12” x 12” Vinyl Floor Tile Mastic • Silver-Painted Pipe Insulation • Corrugated Transite Panels • Old Caulk • Roofing Tar • Roofing Caulk • Roofing Material • Expansion Joint • Chalkboard • Wall Tar • Cork Tar Paper • Panel Adhesive • Duct Wrap • Cement Board • Cork Insulation Tar • Fire Doors (Assumed) • Elevator Equipment (Assumed) Based on the results of the data collected during the assessment, the buildings require further action prior to demolition or renovation. Eocene recommends the abatement of all ACM containing components located within the inspection area if those building materials are to be disturbed during any future renovation/demolition activities. All abatement work shall be completed in accordance with local, state, and federal regulations. A visual inspection is recommended upon completion of abatement work to document that all ACMs within the scope of abatement have been removed. 7.0 CONDITIONS & LIMITATIONS The Iowa Department of Natural Resources’ (IDNR) Air Quality Bureau and Occupational Safety and Health Bureau (OSHA) of the Iowa Division of Labor Services require notification of any renovation/demolition activities in non-residential projects if the combined regulated ACM meets or exceeds any of the following thresholds: 160 square feet of surfacing ACM, 260 linear feet of TSI, or 35 cubic feet of ACM debris. Eocene has performed the tasks contained within this report in a thorough and professional manner consistent with commonly accepted standard industry practices. The results, findings, conclusions and recommendations expressed in this report are based on conditions observed during our survey of the property. Eocene cannot guarantee, and does not warrant, that this report has identified all adverse environmental factors and/or conditions affecting the subject property. This report is not a bidding document or project specification as it does not contain the necessary components. Eocene cannot warrant Rath Buildings 1142 Sycamore Street, Waterloo, Iowa 50703 Asbestos Containing Materials Inspection 23 the work of any third party that may have aided in the completion of this report. This report has been prepared on behalf of and exclusively for use by the City of Waterloo for specific application to their project as discussed. Contractors, consultants or other third parties reviewing this report must draw their own conclusions regarding data contained within the report, further investigation or required remediation. APPENDIX A Qualifications Certificate of Completion Impact7G,Inc. certifies that Kim Crosser has successfully completed and passed the associated examination for the Asbestos Inspector Annual Review course accredited by the State of Missouri and conducted in accordance with the requirements of 40 CFR 763.The person receiving this certificate has completed the required training for asbestos certification under TSCA Title II. Course Date:December 13,2024 I M PA CT7 Examinatkm Date:December 13,2024 Expiration Date:December 13,2025 Course Location:8951 Windsor Parkway,Johnston,Iowa Certificate Number:121324-INR-09 I nstructoi 8951 Windsor Parkway Johnston,IA 50131 515-473-6256 Fc1LarryJohnson,Jr.LaborCommissioner)JONATHANREISDOB:02-13-1984Issued:01-27-2025ThispersonislicensedtoperformasbestosworkintheStateofIowa.IDcardisintendedforofficialuseonlyandmustbepresentonjobsite.ILicenseTypeNumberExpiresINSPECTOR25-1288012-13-2025PROJECTDESIGNER25-1288101-13-2026SUPERVISORVWA24-1139901-17-2025Asbestos Certificate of Completion This person is licensed to perform certifies that asbestos work in the State of Iowa.ID card is intended for official use only and }(evin N4arble has successfully completed and passed the associated examination for the Asbestos Inspector Annual Review course accredited by the State of Missouri and conducted in accordance with the requirements of 40 CFR 763.The person receiving this certificate has completed the required training for IMPACTCourseDate:January 18,2024 Examination Date:January 18,2024 Expiration Date:January 18,2025 Course Location:8951 Windsor Parkway,Johnston,Iowa Certificate Number:011824-INR-08 KEVIN MARBLE DOB:03-03-1989 Issued:01-31 -2024 License Type INSPECTOR Impact7G,Inc.SUPERVISOR must be jresent on iobsite. Number Expires 24-11230 01-18-2025 24-1131 01-17-2025 Larry Johnson,Jr. Labor Commissioner VWA Asbestos asbestos certification under TSCA Title II. 8951 Windsor Parkway Johnston,IA 50131 515-473-6256 M•E•T•AMayhewEnvironmentalTrainingAssociatesINCORPORATEDCertificate#DPC6DXIIH3EmmaThomashason7/24/2024,inLawrence,KScompletedtherequirementsforasbestosaccreditationunderSection206ofTSCATitleIl,15USC2646AsbestosInspectorInftialasapprovedbyIA&theUSEPAunder40CFR763(AHERA)on7/22/2024-7/24/2024andpassedtheassociatedexamon7/24/2024withascoreofatleast70%P.O.Box786SSN:XXX-XX-0418Expiration:7/24/2025-Lawrence,KS.66044www.metaenvironmental.net-800.444.6382RussellTaylorInstructorThomasMayhewPresident APPENDIX B Laboratory Reports & Chain of Custody Documentation EMSL Analytical, Inc. 6340 CastlePlace Dr. Indianapolis, IN 46250 Tel/Fax: (317) 803-2997 / (317) 803-3047 http://www.EMSL.com / indianapolislab@emsl.com 162500788EMSL Order: IMPA25Customer ID: Customer PO: Project ID: Attention:Phone:Jon Reis (515) 473-6256 Fax:Eocene Environmental Group (515) 528-8005 Received Date:5930 Grand Ave 01/16/2025 8:05 AM Analysis Date:West Des Moines, IA 50266 01/16/2025 - 01/17/2025 Collected Date: Project:20450452 CITY OF WATERLOO - RATH - ACM - 1/13/25-1/14/25 Test Report: Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600/R-93/116 using Polarized Light Microscopy Sample Description Appearance % Fibrous % Non-Fibrous % Type Non-Asbestos Asbestos R-1 162500788-0001 PLASTER, WHITE, 7, NE ROOM Gray Non-Fibrous Homogeneous None Detected20% 80.0% Quartz Non-fibrous (Other) R-2 162500788-0002 PIPE WRAP, BLACK, 7, SE ROOM Black Fibrous Homogeneous None DetectedCellulose40%60.0%Non-fibrous (Other) R-3A 162500788-0003 AIRCELL PIPE INSULATION, WHITE, 7, NW ROOM Gray Fibrous Homogeneous Chrysotile70%30.0%Non-fibrous (Other) R-3B 162500788-0004 AIRCELL PIPE INSULATION, WHITE, 5, NE ROOM Gray/White Fibrous Homogeneous Chrysotile70%30.0%Non-fibrous (Other) R-3C 162500788-0005 AIRCELL PIPE INSULATION, WHITE, 4, NW ROOM NEAR ELEVATORS Gray Fibrous Homogeneous Chrysotile70%30.0%Non-fibrous (Other) R-3D 162500788-0006 AIRCELL PIPE INSULATION, WHITE, 2, S MECHANICAL ROOM Gray/White Fibrous Homogeneous Chrysotile70%30.0%Non-fibrous (Other) R-3E 162500788-0007 AIRCELL PIPE INSULATION, WHITE, B, EASTMOST HALL Gray Fibrous Homogeneous Chrysotile70%30.0%Non-fibrous (Other) R-4 162500788-0008 CORK INSULATION, BROWN, 7, S ROOM Brown Non-Fibrous Homogeneous None Detected100.0%Non-fibrous (Other) R-5 162500788-0009 CHALKBOARD, BLACK, 7, W ROOM Gray/Black Fibrous Homogeneous Chrysotile15%85.0%Non-fibrous (Other) EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 “Interim Method”) but augmented with procedures outlined in the 1993 (”final”) version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Indianapolis, IN NVLAP Lab Code 200188-0, AZ0939, CA 2575, CO AL-15132, TX 300262, A2LA Accredited - Certificate #2845.25 Initial report from: 01/17/2025 08:41:54 ASB_PLMwSigs_0007_0001 Printed:1/17/2025 8:41:57AM Page 1 of 8 EMSL Analytical, Inc. 6340 CastlePlace Dr. Indianapolis, IN 46250 Tel/Fax: (317) 803-2997 / (317) 803-3047 http://www.EMSL.com / indianapolislab@emsl.com 162500788EMSL Order: IMPA25Customer ID: Customer PO: Project ID: Attention:Phone:Jon Reis (515) 473-6256 Fax:Eocene Environmental Group (515) 528-8005 Received Date:5930 Grand Ave 01/16/2025 8:05 AM Analysis Date:West Des Moines, IA 50266 01/16/2025 - 01/17/2025 Collected Date: Project:20450452 CITY OF WATERLOO - RATH - ACM - 1/13/25-1/14/25 Test Report: Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600/R-93/116 using Polarized Light Microscopy Sample Description Appearance % Fibrous % Non-Fibrous % Type Non-Asbestos Asbestos R-6 162500788-0010 DOOR FRAME CAULK, GRAY, 6, W ROOM Gray Non-Fibrous Homogeneous None Detected20% 80.0% Quartz Non-fibrous (Other) R-7A 162500788-0011 PIPE INSULATION, WHITE, 6, NE ROOM Tan Fibrous Homogeneous Amosite Chrysotile 5% 15% 80.0%Non-fibrous (Other) R-8 162500788-0012 WINDOW GLAZING, GRAY, 6, E EXTERIOR WINDOWS Gray Non-Fibrous Homogeneous Chrysotile<1%100.0%Non-fibrous (Other) R-9 162500788-0013 CEILING COVERING, SILVER, 6, CENTER ROOM ON SUPPORT COLUMN Black/Silver Non-Fibrous Homogeneous Chrysotile2%20% 78.0% Quartz Non-fibrous (Other) R-10 162500788-0014 DUCT SEALANT, BROWN / GRAY, 6, SW ROOM ON SMOKERS Brown Non-Fibrous Homogeneous Chrysotile2%98.0%Non-fibrous (Other) R-11 162500788-0015 TRANSITE WALL PANELS, WHITE, 6, WEST SMOKE ROOMS Tan Fibrous Homogeneous Chrysotile15%85.0%Non-fibrous (Other) R-12 162500788-0016 CORK INSULATION, BROWN, 5, NE ROOM Brown Non-Fibrous Homogeneous None Detected100.0%Non-fibrous (Other) R-13 162500788-0017 CEILING COVER TAR, BLACK, 5, CENTER ROOM Black Non-Fibrous Homogeneous Chrysotile5%95.0%Non-fibrous (Other) R-14 162500788-0018 CEILING COVER, SILVER, 5, CENTER ROOM Black/Silver Non-Fibrous Homogeneous Chrysotile2%20% 78.0% Quartz Non-fibrous (Other) EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 “Interim Method”) but augmented with procedures outlined in the 1993 (”final”) version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Indianapolis, IN NVLAP Lab Code 200188-0, AZ0939, CA 2575, CO AL-15132, TX 300262, A2LA Accredited - Certificate #2845.25 Initial report from: 01/17/2025 08:41:54 ASB_PLMwSigs_0007_0001 Printed:1/17/2025 8:41:57AM Page 2 of 8 EMSL Analytical, Inc. 6340 CastlePlace Dr. Indianapolis, IN 46250 Tel/Fax: (317) 803-2997 / (317) 803-3047 http://www.EMSL.com / indianapolislab@emsl.com 162500788EMSL Order: IMPA25Customer ID: Customer PO: Project ID: Attention:Phone:Jon Reis (515) 473-6256 Fax:Eocene Environmental Group (515) 528-8005 Received Date:5930 Grand Ave 01/16/2025 8:05 AM Analysis Date:West Des Moines, IA 50266 01/16/2025 - 01/17/2025 Collected Date: Project:20450452 CITY OF WATERLOO - RATH - ACM - 1/13/25-1/14/25 Test Report: Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600/R-93/116 using Polarized Light Microscopy Sample Description Appearance % Fibrous % Non-Fibrous % Type Non-Asbestos Asbestos R-15 162500788-0019 WALL TAR, BLACK, 5, HVAC CRAWL SPACE Black Non-Fibrous Homogeneous Chrysotile10%90.0%Non-fibrous (Other) R-16 162500788-0020 WALL BLOCK GROUT, GRAY, 5, HVAC CRAWL SPACE Tan Non-Fibrous Homogeneous None Detected20% 80.0% Quartz Non-fibrous (Other) R-17 162500788-0021 CORK INSULATION ADHESIVE TAR, BLACK, 5, S CENTRAL ROOM PIPE WRAP, BLACK, 5, SW ROOM Black Non-Fibrous Homogeneous None Detected100.0%Non-fibrous (Other) R-18 162500788-0022 PIPE WRAPM BLACK, 5, SW ROOM Black Fibrous Homogeneous None DetectedCellulose50%50.0%Non-fibrous (Other) R-19 162500788-0023 PIPE INSULATION, BROWN, 5, SW ROOM Brown/White Fibrous Homogeneous None DetectedHair95%5.0%Non-fibrous (Other) R-20 162500788-0024 WALL TAR, BLACK, 4, W ROOM ON EXTERIOR WALL Black Fibrous Homogeneous None DetectedCellulose60%40.0%Non-fibrous (Other) R-21A 162500788-0025 SPRAY ON INSULATION, WHITE, 4, NW ROOM White Fibrous Homogeneous None DetectedCellulose40%60.0%Non-fibrous (Other) R-21B 162500788-0026 SPRAY ON INSULATION, WHITE, 4, NW ROOM White Fibrous Homogeneous None DetectedCellulose40%60.0%Non-fibrous (Other) R-21C 162500788-0027 SPRAY ON INSULATION, WHITE, 4, NW ROOM White Fibrous Homogeneous None DetectedCellulose40%60.0%Non-fibrous (Other) EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 “Interim Method”) but augmented with procedures outlined in the 1993 (”final”) version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Indianapolis, IN NVLAP Lab Code 200188-0, AZ0939, CA 2575, CO AL-15132, TX 300262, A2LA Accredited - Certificate #2845.25 Initial report from: 01/17/2025 08:41:54 ASB_PLMwSigs_0007_0001 Printed:1/17/2025 8:41:57AM Page 3 of 8 EMSL Analytical, Inc. 6340 CastlePlace Dr. Indianapolis, IN 46250 Tel/Fax: (317) 803-2997 / (317) 803-3047 http://www.EMSL.com / indianapolislab@emsl.com 162500788EMSL Order: IMPA25Customer ID: Customer PO: Project ID: Attention:Phone:Jon Reis (515) 473-6256 Fax:Eocene Environmental Group (515) 528-8005 Received Date:5930 Grand Ave 01/16/2025 8:05 AM Analysis Date:West Des Moines, IA 50266 01/16/2025 - 01/17/2025 Collected Date: Project:20450452 CITY OF WATERLOO - RATH - ACM - 1/13/25-1/14/25 Test Report: Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600/R-93/116 using Polarized Light Microscopy Sample Description Appearance % Fibrous % Non-Fibrous % Type Non-Asbestos Asbestos R-21D 162500788-0028 SPRAY ON INSULATION, WHITE, 4, NW ROOM White Fibrous Homogeneous None DetectedCellulose40%60.0%Non-fibrous (Other) R-22 162500788-0029 DOOR CAULK, GRAY, 4, NW ROOM ELEVATORS Brown/Gray/Black Non-Fibrous Homogeneous None Detected20% 80.0% Quartz Non-fibrous (Other) R-23 162500788-0030 CORK INSULATION, BROWN, 3, SE ROOM Brown Non-Fibrous Homogeneous None Detected100.0%Non-fibrous (Other) R-24 162500788-0031 CORK TAR PAPER, BLACK, 3, SE ROOM Black Non-Fibrous Homogeneous Chrysotile<1%100.0%Non-fibrous (Other) R-25 162500788-0032 PANEL ADHESIVE, GRAY, 3, S MIDDLE ROOM Gray/Clear Non-Fibrous Homogeneous Chrysotile10%90.0%Non-fibrous (Other) R-26 162500788-0033 PIPE WRAP, BLACK, 3, SW SIDE ROOM Black Fibrous Homogeneous None DetectedCellulose80%20.0%Non-fibrous (Other) R-27 162500788-0034 WALL BLOCK GROUT, GRAY, 3, N STAIRWELL BLOCK Gray/White Non-Fibrous Homogeneous None Detected20% 80.0% Quartz Non-fibrous (Other) R-28 162500788-0035 CEILING COVERING, BLACK, 2, NW ROOM Black Non-Fibrous Homogeneous Chrysotile<1%100.0%Non-fibrous (Other) R-29 162500788-0036 SPRAY ON INSULATION, WHITE, 2, NE ROOM White Fibrous Homogeneous None DetectedCellulose20%80.0%Non-fibrous (Other) EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 “Interim Method”) but augmented with procedures outlined in the 1993 (”final”) version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Indianapolis, IN NVLAP Lab Code 200188-0, AZ0939, CA 2575, CO AL-15132, TX 300262, A2LA Accredited - Certificate #2845.25 Initial report from: 01/17/2025 08:41:54 ASB_PLMwSigs_0007_0001 Printed:1/17/2025 8:41:57AM Page 4 of 8 EMSL Analytical, Inc. 6340 CastlePlace Dr. Indianapolis, IN 46250 Tel/Fax: (317) 803-2997 / (317) 803-3047 http://www.EMSL.com / indianapolislab@emsl.com 162500788EMSL Order: IMPA25Customer ID: Customer PO: Project ID: Attention:Phone:Jon Reis (515) 473-6256 Fax:Eocene Environmental Group (515) 528-8005 Received Date:5930 Grand Ave 01/16/2025 8:05 AM Analysis Date:West Des Moines, IA 50266 01/16/2025 - 01/17/2025 Collected Date: Project:20450452 CITY OF WATERLOO - RATH - ACM - 1/13/25-1/14/25 Test Report: Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600/R-93/116 using Polarized Light Microscopy Sample Description Appearance % Fibrous % Non-Fibrous % Type Non-Asbestos Asbestos R-30 162500788-0037 PIPE WRAP, BLACK, 2, MIDDLE EAST ROOM Black Fibrous Heterogeneous None DetectedCellulose30%70.0%Non-fibrous (Other) R-31 162500788-0038 INSULATION TAR, BLACK, 2, MIDDLE EAST ROOM Brown/Black Fibrous Homogeneous None DetectedCellulose Synthetic 5% 20% 75.0%Non-fibrous (Other) R-32 162500788-0039 DOOR CAULK, GRAY, 2, SE ROOM Gray/Rust Non-Fibrous Homogeneous None Detected100.0%Non-fibrous (Other) R-33A 162500788-0040 PIPE INSULATION, WHITE, 2, SW ROOM Brown/White Fibrous Homogeneous Chrysotile20%80.0%Non-fibrous (Other) R-33B 162500788-0041 PIPE INSULATION, WHITE, 2, SW ROOM Brown/White Fibrous Homogeneous Chrysotile20%80.0%Non-fibrous (Other) R-33C 162500788-0042 PIPE INSULATION, WHITE, 2, SW ROOM Gray/Tan Fibrous Homogeneous Chrysotile60%Cellulose10%30.0%Non-fibrous (Other) R-34 162500788-0043 WINDOW GLAZING, PINK, 2, LAB Pink Non-Fibrous Homogeneous None Detected100.0%Non-fibrous (Other) R-35 162500788-0044 12"X24" FLOOR TILE, BLACK, 1, SE ROOM OFFICE Black Non-Fibrous Homogeneous None Detected100.0%Non-fibrous (Other) R-36 162500788-0045 FLOOR TILE MASTIC, BLACK, 1, SE ROOM OFFICE Black Non-Fibrous Homogeneous None DetectedCellulose10%90.0%Non-fibrous (Other) EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 “Interim Method”) but augmented with procedures outlined in the 1993 (”final”) version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Indianapolis, IN NVLAP Lab Code 200188-0, AZ0939, CA 2575, CO AL-15132, TX 300262, A2LA Accredited - Certificate #2845.25 Initial report from: 01/17/2025 08:41:54 ASB_PLMwSigs_0007_0001 Printed:1/17/2025 8:41:57AM Page 5 of 8 EMSL Analytical, Inc. 6340 CastlePlace Dr. Indianapolis, IN 46250 Tel/Fax: (317) 803-2997 / (317) 803-3047 http://www.EMSL.com / indianapolislab@emsl.com 162500788EMSL Order: IMPA25Customer ID: Customer PO: Project ID: Attention:Phone:Jon Reis (515) 473-6256 Fax:Eocene Environmental Group (515) 528-8005 Received Date:5930 Grand Ave 01/16/2025 8:05 AM Analysis Date:West Des Moines, IA 50266 01/16/2025 - 01/17/2025 Collected Date: Project:20450452 CITY OF WATERLOO - RATH - ACM - 1/13/25-1/14/25 Test Report: Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600/R-93/116 using Polarized Light Microscopy Sample Description Appearance % Fibrous % Non-Fibrous % Type Non-Asbestos Asbestos R-37 162500788-0046 PIPE WRAP, BLACK, 1, SE ROOM Black Fibrous Homogeneous None DetectedCellulose20%80.0%Non-fibrous (Other) R-38 162500788-0047 INSULATION TAR, BLACK, 1, SE ROOM Black Fibrous Homogeneous None DetectedCellulose95%5.0%Non-fibrous (Other) R-39 162500788-0048 CAULK, WHITE, 1, S ROOM White Non-Fibrous Homogeneous None Detected100.0%Non-fibrous (Other) R-40 162500788-0049 SPRAY ON INSULATION, WHITE, 1, SE ROOM White Fibrous Homogeneous None DetectedCellulose40%60.0%Non-fibrous (Other) R-41 162500788-0050 CAULK, WHITE, 1, SW LOADING DOCK White Non-Fibrous Homogeneous None Detected100.0%Non-fibrous (Other) R-42-Floor Tile 162500788-0051 12"X24" FLOOR TILE, BLACK, 1, N ROOM Black Non-Fibrous Homogeneous None Detected100.0%Non-fibrous (Other) R-42-Mastic 162500788-0051A 12"X24" FLOOR TILE, BLACK, 1, N ROOM Black Non-Fibrous Homogeneous None Detected100.0%Non-fibrous (Other) R-43 162500788-0052 PIPE INSULATION, WHITE, B, N ROOM White Fibrous Homogeneous Chrysotile60%40.0%Non-fibrous (Other) R-44 162500788-0053 CORK INSULATION, BROWN, B, NE ROOM Brown/Black Non-Fibrous Homogeneous None Detected100.0%Non-fibrous (Other) EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 “Interim Method”) but augmented with procedures outlined in the 1993 (”final”) version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Indianapolis, IN NVLAP Lab Code 200188-0, AZ0939, CA 2575, CO AL-15132, TX 300262, A2LA Accredited - Certificate #2845.25 Initial report from: 01/17/2025 08:41:54 ASB_PLMwSigs_0007_0001 Printed:1/17/2025 8:41:57AM Page 6 of 8 EMSL Analytical, Inc. 6340 CastlePlace Dr. Indianapolis, IN 46250 Tel/Fax: (317) 803-2997 / (317) 803-3047 http://www.EMSL.com / indianapolislab@emsl.com 162500788EMSL Order: IMPA25Customer ID: Customer PO: Project ID: Attention:Phone:Jon Reis (515) 473-6256 Fax:Eocene Environmental Group (515) 528-8005 Received Date:5930 Grand Ave 01/16/2025 8:05 AM Analysis Date:West Des Moines, IA 50266 01/16/2025 - 01/17/2025 Collected Date: Project:20450452 CITY OF WATERLOO - RATH - ACM - 1/13/25-1/14/25 Test Report: Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600/R-93/116 using Polarized Light Microscopy Sample Description Appearance % Fibrous % Non-Fibrous % Type Non-Asbestos Asbestos R-45A 162500788-0054 DUCT WRAP, WHITE, B, EAST HALL Gray Fibrous Homogeneous Chrysotile80%20.0%Non-fibrous (Other) R-45B 162500788-0055 DUCT WRAP, WHITE, B, EAST HALL Gray Fibrous Homogeneous Chrysotile80%20.0%Non-fibrous (Other) R-45C 162500788-0056 DUCT WRAP, WHITE, B, EAST HALL Tan Fibrous Homogeneous Chrysotile70%30.0%Non-fibrous (Other) R-46 162500788-0057 LINOLEUM, BROWN, 1, TANK ROOM Gray/Tan Non-Fibrous Homogeneous None DetectedCellulose5%95.0%Non-fibrous (Other) R-47 162500788-0058 LINOLEUM ADHESIVE, YELLOW, 1, TANK ROOM Gray/Yellow Non-Fibrous Homogeneous None Detected100.0%Non-fibrous (Other) R-48 162500788-0059 CEMENT BOARD, GRAY, 1, N ROOM - N WALL Gray Fibrous Homogeneous Chrysotile20%80.0%Non-fibrous (Other) R-49 162500788-0060 DUCT SEALANT, BLACK, 6, W CENTRAL ROOM Black Non-Fibrous Homogeneous Chrysotile2%98.0%Non-fibrous (Other) R-50 162500788-0061 EXPANSION JOINT COMPOUND, WHITE, EXT, S SIDE Gray/White Non-Fibrous Homogeneous None Detected100.0%Non-fibrous (Other) R-51 162500788-0062 DOOR CAULK, GRAY, EXT, SW DOCK ENTRANCE DOOR Gray/Tan Non-Fibrous Homogeneous Chrysotile<1%100.0%Non-fibrous (Other) EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 “Interim Method”) but augmented with procedures outlined in the 1993 (”final”) version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Indianapolis, IN NVLAP Lab Code 200188-0, AZ0939, CA 2575, CO AL-15132, TX 300262, A2LA Accredited - Certificate #2845.25 Initial report from: 01/17/2025 08:41:54 ASB_PLMwSigs_0007_0001 Printed:1/17/2025 8:41:57AM Page 7 of 8 EMSL Analytical, Inc. 6340 CastlePlace Dr. Indianapolis, IN 46250 Tel/Fax: (317) 803-2997 / (317) 803-3047 http://www.EMSL.com / indianapolislab@emsl.com 162500788EMSL Order: IMPA25Customer ID: Customer PO: Project ID: Attention:Phone:Jon Reis (515) 473-6256 Fax:Eocene Environmental Group (515) 528-8005 Received Date:5930 Grand Ave 01/16/2025 8:05 AM Analysis Date:West Des Moines, IA 50266 01/16/2025 - 01/17/2025 Collected Date: Project:20450452 CITY OF WATERLOO - RATH - ACM - 1/13/25-1/14/25 The samples in this report were submitted to EMSL for analysis by Asbestos Analysis of Bulk materials via EPA/600 (0513) Method using Polarized Light Microscopy. The reference number for these samples is the EMSL Order ID above. Please use this reference number when calling about these samples. Report Comments: Sample Receipt Date: Analysis Completed Date: Sample Receipt Time: Analysis Completed Time: 01/16/2025 8:05 AM 01/17/2025 8:23 AM Analyst(s): Paul Rihm PLM (26)Ross Matlock PLM (25) Sean O'Donnell PLM (12) Samples Reviewed and approved by: Asbestos Laboratory Manager or other approved signatory EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 “Interim Method”) but augmented with procedures outlined in the 1993 (”final”) version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Indianapolis, IN NVLAP Lab Code 200188-0, AZ0939, CA 2575, CO AL-15132, TX 300262, A2LA Accredited - Certificate #2845.25 Initial report from: 01/17/2025 08:41:54 ASB_PLMwSigs_0007_0001 Printed:1/17/2025 8:41:57AM Page 8 of 8 EMSL Analytical, Inc. 6340 CastlePlace Dr. Indianapolis, IN 46250 Phone/Fax: (317) 803-2997 / (317) 803-3047 http://www.EMSL.com / indianapolislab@emsl.com EMSL Order:162500788 Customer ID:IMPA25 Customer PO: Project ID: Attention:Jon Reis Phone:(515) 473-6256 Eocene Environmental Group Fax:(515) 528-8005 5930 Grand Ave Received:01/16/2025 8:05 AM West Des Moines, IA 50266 Analysis Date:01/22/2025 Collected: Project:20450452 CITY OF WATERLOO - RATH - ACM - 1/13/25-1/14/25 Test Report: Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600/R-93/116 using Polarized Light Microscopy. Quantitation using 400 Point Count Procedure Sample Description Appearance % Fibrous % Non-Fibrous % Type Non-Asbestos Asbestos Gray Non-Fibrous Homogeneous WINDOW GLAZING, GRAY, 6, E EXTERIOR WINDOWS R-8 162500788-0012 Non-fibrous (Other)99.75%0.25%Chrysotile Analyst(s) Maggie Hayden (1)Asbestos Laboratory Manager or other approved signatory EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 “Interim Method”) but augmented with procedures outlined in the 1993 (”final”) version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Indianapolis, IN NVLAP Lab Code 200188-0, A2LA Accredited - Certificate #2845.25 Initial report from: 01/22/2025 11:27:08 ASB_PLMPC_0006_0003 Printed 1/22/2025 11:27:11AM Page 1 of 1 EMSL Analytical, Inc. 6340 CastlePlace Dr., Indianapolis, IN 46250 Phone/Fax:(317) 803-2997 / (317) 803-3047 http://www.EMSL.com indianapolislab@emsl.com 162500788 CustomerID:IMPA25 CustomerPO: ProjectID: EMSL Order: Attn:Jon Reis Eocene Environmental Group 5930 Grand Ave West Des Moines, IA 50266 Received:1/16/2025 08:05 AM 20450452 CITY OF WATERLOO - RATH - ACM - 1/13/25-1/14/25 Fax:(515) 528-8005 Phone:(515) 473-6256 Project: 1/22/2025Analysis Date: Collected: SAMPLE ID APPEARANCE NON- ASBESTOS % NON-FIBROUS (%) Matrix Organic Acid ASBESTOS % TYPESDESCRIPTION NON- ASBESTOS % Fibrous Test Report: Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600/R-93/116 using Polarized Light Microscopy with Gravimetric Reduction. Quantitation using 400 Point Count Procedure. R-24 162500788-0031 Black 40.2CORK TAR PAPER, BLACK, 3, SE ROOM Non-Fibrous Homogeneous 0.5 Chrysotile3.6Non-fibrous (other)55.6 R-28 162500788-0035 Black 31.8CEILING COVERING, BLACK, 2, NW ROOM Non-Fibrous Homogeneous 10.0 Chrysotile8.0Non-fibrous (other)50.2 R-51 162500788-0062 Gray/Tan 20.0DOOR CAULK, GRAY, EXT, SW DOCK ENTRANCE DOOR Non-Fibrous Homogeneous 74.5 Chrysotile1.2Non-fibrous (other)4.3 Asbestos Laboratory Manager or other approved signatory Test Report PLMPCGrav-7.26.0 Printed: 1/22/2025 11:27:08 AM 1 Analyst(s) THIS IS THE LAST PAGE OF THE REPORT. EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 “Interim Method”) but augmented with procedures outlined in the 1993 (”final”) version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Some samples may contain asbestos fibers present in dimensions below PLM resolution limits. EMSL suggests that samples reported as <0.25% or none detected undergo additional analysis via TEM. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Indianapolis, IN NVLAP Lab Code 200188-0, A2LA Accredited - Certificate #2845.25 Maggie Hayden (3) Initial report from 01/22/2025 11:27:08 OrderID: 162500788 Page 1 Of 2 OrderID: 162500788 Page 2 Of 2 EMSL Analytical, Inc. 6340 CastlePlace Dr. Indianapolis, IN 46250 Tel/Fax: (317) 803-2997 / (317) 803-3047 http://www.EMSL.com / indianapolislab@emsl.com 162501028EMSL Order: IMPA25Customer ID: Customer PO: Project ID: Attention:Phone:Jon Reis (515) 473-6256 Fax:Eocene Environmental Group (515) 528-8005 Received Date:5930 Grand Ave 01/23/2025 9:32 AM Analysis Date:West Des Moines, IA 50266 01/23/2025 Collected Date: Project:20450452 CITY OF WATERLOO - RATH - ACM - PROJECT ADRESS - 1/22/25 Test Report: Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600/R-93/116 using Polarized Light Microscopy Sample Description Appearance % Fibrous % Non-Fibrous % Type Non-Asbestos Asbestos R-52 162501028-0001 CEILING COVERING, BLACK, 7, SE ROOM Brown/Gray/Black Non-Fibrous Heterogeneous Chrysotile7%93.0%Non-fibrous (Other) R-53 162501028-0002 CEILING COVERING, BLACK, 7, SE ROOM Brown/Black Non-Fibrous Homogeneous Chrysotile3%10% 87.0% Quartz Non-fibrous (Other) R-54 162501028-0003 CORK INSULATION TAR, BLACK, 5, N ROOM Black Non-Fibrous Homogeneous None Detected100.0%Non-fibrous (Other) R-55 162501028-0004 CORK INSULATION TAR, BLACK, 7, MIDDLE ROOM, SOUTH PORTION Brown/Black Fibrous Heterogeneous Chrysotile3%MinWool5%92.0%Non-fibrous (Other) EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 “Interim Method”) but augmented with procedures outlined in the 1993 (”final”) version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Indianapolis, IN NVLAP Lab Code 200188-0, AZ0939, CA 2575, CO AL-15132, TX 300262, A2LA Accredited - Certificate #2845.25 Report amended: 01/28/2025 06:49:21 Replaces initial report from: 01/23/2025 13:28:39 Reason Code: Client-Change to Appearance ASB_PLMwSigs_0007_0001 Printed:1/28/2025 6:50:28AM Page 1 of 2 EMSL Analytical, Inc. 6340 CastlePlace Dr. Indianapolis, IN 46250 Tel/Fax: (317) 803-2997 / (317) 803-3047 http://www.EMSL.com / indianapolislab@emsl.com 162501028EMSL Order: IMPA25Customer ID: Customer PO: Project ID: Attention:Phone:Jon Reis (515) 473-6256 Fax:Eocene Environmental Group (515) 528-8005 Received Date:5930 Grand Ave 01/23/2025 9:32 AM Analysis Date:West Des Moines, IA 50266 01/23/2025 Collected Date: Project:20450452 CITY OF WATERLOO - RATH - ACM - PROJECT ADRESS - 1/22/25 The samples in this report were submitted to EMSL for analysis by Asbestos Analysis of Bulk materials via EPA/600 (0513) Method using Polarized Light Microscopy. The reference number for these samples is the EMSL Order ID above. Please use this reference number when calling about these samples. Report Comments: Sample Receipt Date: Analysis Completed Date: Sample Receipt Time: Analysis Completed Time: 01/23/2025 9:32 AM 01/23/2025 1:23 PM Analyst(s): Paul Rihm PLM (1)Sean O'Donnell PLM (3) Samples Reviewed and approved by: Asbestos Laboratory Manager or other approved signatory EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 “Interim Method”) but augmented with procedures outlined in the 1993 (”final”) version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Indianapolis, IN NVLAP Lab Code 200188-0, AZ0939, CA 2575, CO AL-15132, TX 300262, A2LA Accredited - Certificate #2845.25 Report amended: 01/28/2025 06:49:21 Replaces initial report from: 01/23/2025 13:28:39 Reason Code: Client-Change to Appearance ASB_PLMwSigs_0007_0001 Printed:1/28/2025 6:50:28AM Page 2 of 2 OrderID: 162501028 Page 1 Of 1 EMSL Analytical, Inc. 6340 CastlePlace Dr. Indianapolis, IN 46250 Tel/Fax: (317) 803-2997 / (317) 803-3047 http://www.EMSL.com / indianapolislab@emsl.com 162506053EMSL Order: IMPA25Customer ID: Customer PO: Project ID: Attention:Phone:Jon Reis (515) 473-6256 Fax:Eocene Environmental Group (515) 528-8005 Received Date:5930 Grand Ave 05/09/2025 8:00 AM Analysis Date:West Des Moines, IA 50266 05/12/2025 Collected Date: Project:20450212 WATERLOO - TASK 3 5/7/25 Test Report: Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600/R-93/116 using Polarized Light Microscopy Sample Description Appearance % Fibrous % Non-Fibrous % Type Non-Asbestos Asbestos R-56 162506053-0001 CEILING COVERING, BLACK, 4, NW ROOM Black/Silver Non-Fibrous Homogeneous Chrysotile2%5% 93.0% Quartz Non-fibrous (Other) R-57 162506053-0002 CORK INSULATION TAR, BLACK, 4, NE ROOM Brown/Black Non-Fibrous Homogeneous None Detected100.0%Non-fibrous (Other) R-58 162506053-0003 CORK INSULATION TAR, BLACK, 4, MIDDLE SOUTH ROOM Brown/Black Non-Fibrous Homogeneous None Detected100.0%Non-fibrous (Other) R-59 162506053-0004 CORK INSULATION TAR, BLACK, 4, E ROOM Black Non-Fibrous Homogeneous Chrysotile<1%5% 95.0% Quartz Non-fibrous (Other) R-60 162506053-0005 CEILING COVERING, BLACK, 3, MAIN ROOM, W SIDE Black/Silver Non-Fibrous Homogeneous Chrysotile2%5% 93.0% Quartz Non-fibrous (Other) R-61 162506053-0006 CORK INSULATION TAR, BLACK, 3, NE ROOM Brown/Black Non-Fibrous Homogeneous Chrysotile2%Cellulose<1%98.0%Non-fibrous (Other) R-62 162506053-0007 CORK INSULATION TAR, BLACK, 3, SE ROOM Black Non-Fibrous Homogeneous Chrysotile<1%100.0%Non-fibrous (Other) R-63 162506053-0008 CORK INSULATION TAR, BLACK, 2, S MIDDLE ROOM Brown/Black Non-Fibrous Homogeneous None Detected100.0%Non-fibrous (Other) R-64 162506053-0009 CEILING COVERING, BLACK, 1, NE ROOM Brown/Black Non-Fibrous Homogeneous Chrysotile<1%5% 95.0% Quartz Non-fibrous (Other) EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 “Interim Method”) but augmented with procedures outlined in the 1993 (”final”) version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Indianapolis, IN NVLAP Lab Code 200188-0, AZ0939, CA 2575, CO AL-15132, TX 300262, A2LA Accredited - Certificate #2845.25 Initial report from: 05/13/2025 10:41:56 ASB_PLMwSigs_0007_0001 Printed:5/13/2025 10:41:58AM Page 1 of 3 EMSL Analytical, Inc. 6340 CastlePlace Dr. Indianapolis, IN 46250 Tel/Fax: (317) 803-2997 / (317) 803-3047 http://www.EMSL.com / indianapolislab@emsl.com 162506053EMSL Order: IMPA25Customer ID: Customer PO: Project ID: Attention:Phone:Jon Reis (515) 473-6256 Fax:Eocene Environmental Group (515) 528-8005 Received Date:5930 Grand Ave 05/09/2025 8:00 AM Analysis Date:West Des Moines, IA 50266 05/12/2025 Collected Date: Project:20450212 WATERLOO - TASK 3 5/7/25 Test Report: Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600/R-93/116 using Polarized Light Microscopy Sample Description Appearance % Fibrous % Non-Fibrous % Type Non-Asbestos Asbestos R-65 162506053-0010 CORK INSULATION TAR, BLACK, 1, E ROOM Black Non-Fibrous Homogeneous None Detected100.0%Non-fibrous (Other) R-66 162506053-0011 CORK INSULATION TAR, BLACK, 1, S MIDDLE ROOM Black Non-Fibrous Homogeneous None Detected100.0%Non-fibrous (Other) R-67 162506053-0012 CEILING COVERING, BLACK, B, NW ROOM Brown/Black Non-Fibrous Homogeneous Chrysotile<1%100.0%Non-fibrous (Other) R-68 162506053-0013 CORK INSULATION TAR, BLACK, B, S MIDDLE ROOM Tan/Black Non-Fibrous Homogeneous Chrysotile<1%100.0%Non-fibrous (Other) EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 “Interim Method”) but augmented with procedures outlined in the 1993 (”final”) version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Indianapolis, IN NVLAP Lab Code 200188-0, AZ0939, CA 2575, CO AL-15132, TX 300262, A2LA Accredited - Certificate #2845.25 Initial report from: 05/13/2025 10:41:56 ASB_PLMwSigs_0007_0001 Printed:5/13/2025 10:41:58AM Page 2 of 3 EMSL Analytical, Inc. 6340 CastlePlace Dr. Indianapolis, IN 46250 Tel/Fax: (317) 803-2997 / (317) 803-3047 http://www.EMSL.com / indianapolislab@emsl.com 162506053EMSL Order: IMPA25Customer ID: Customer PO: Project ID: Attention:Phone:Jon Reis (515) 473-6256 Fax:Eocene Environmental Group (515) 528-8005 Received Date:5930 Grand Ave 05/09/2025 8:00 AM Analysis Date:West Des Moines, IA 50266 05/12/2025 Collected Date: Project:20450212 WATERLOO - TASK 3 5/7/25 The samples in this report were submitted to EMSL for analysis by Asbestos Analysis of Bulk materials via EPA/600 (0513) Method using Polarized Light Microscopy. The reference number for these samples is the EMSL Order ID above. Please use this reference number when calling about these samples. Report Comments: Sample Receipt Date: Analysis Completed Date: Sample Receipt Time: Analysis Completed Time: 05/09/2025 8:00 AM 05/12/2025 5:57 PM Analyst(s): Hilary Jarvis PLM (13) Samples Reviewed and approved by: Asbestos Laboratory Manager or other approved signatory EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 “Interim Method”) but augmented with procedures outlined in the 1993 (”final”) version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Indianapolis, IN NVLAP Lab Code 200188-0, AZ0939, CA 2575, CO AL-15132, TX 300262, A2LA Accredited - Certificate #2845.25 Initial report from: 05/13/2025 10:41:56 ASB_PLMwSigs_0007_0001 Printed:5/13/2025 10:41:58AM Page 3 of 3 EMSL Analytical, Inc. 6340 CastlePlace Dr., Indianapolis, IN 46250 Phone/Fax:(317) 803-2997 / (317) 803-3047 http://www.EMSL.com indianapolislab@emsl.com 162506053 CustomerID:IMPA25 CustomerPO: ProjectID: EMSL Order: Attn:Jon Reis Eocene Environmental Group 5930 Grand Ave West Des Moines, IA 50266 Received:5/9/2025 08:00 AM 20450212 WATERLOO - TASK 3 5/7/25 Fax:(515) 528-8005 Phone:(515) 473-6256 Project: 5/19/2025Analysis Date: Collected: SAMPLE ID APPEARANCE NON- ASBESTOS % NON-FIBROUS (%) Matrix Organic Acid ASBESTOS % TYPESDESCRIPTION NON- ASBESTOS % Fibrous Test Report: Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600/R-93/116 using Polarized Light Microscopy with Gravimetric Reduction. Quantitation using 400 Point Count Procedure. R-59 162506053-0004 Black 32.5CORK INSULATION TAR, BLACK, 4, E ROOM Non-Fibrous Homogeneous 0.3 Chrysotile0.5Non-fibrous (other)66.6 R-62 162506053-0007 Black 86.4CORK INSULATION TAR, BLACK, 3, SE ROOM Non-Fibrous Homogeneous 8.5 Chrysotile0.7Non-fibrous (other)4.4 R-64 162506053-0009 Brown/Black 32.7CEILING COVERING, BLACK, 1, NE ROOM Non-Fibrous Homogeneous 0.4 Chrysotile0.5Non-fibrous (other)66.3 R-67 162506053-0012 Brown/Black 84.1CEILING COVERING, BLACK, B, NW ROOM Non-Fibrous Homogeneous 4.4 None DetectedNon-fibrous (other)11.5 R-68 162506053-0013 Tan/Black 90.0CORK INSULATION TAR, BLACK, B, S MIDDLE ROOM Non-Fibrous Homogeneous 6.0 Chrysotile<0.25Non-fibrous (other)4.0 Asbestos Laboratory Manager or other approved signatory Test Report PLMPCGrav-7.26.0 Printed: 5/19/2025 1:19:26 PM 1 Analyst(s) THIS IS THE LAST PAGE OF THE REPORT. EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 “Interim Method”) but augmented with procedures outlined in the 1993 (”final”) version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Some samples may contain asbestos fibers present in dimensions below PLM resolution limits. EMSL suggests that samples reported as <0.25% or none detected undergo additional analysis via TEM. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Indianapolis, IN NVLAP Lab Code 200188-0, A2LA Accredited - Certificate #2845.25 Sean O'Donnell (5) Initial report from 05/19/2025 13:19:26 OrderID: 162506053 Page 1 Of 1 APPENDIX C ACM Photographs Photograph table includes photos of all asbestos-containing materials. 1/13/2025 Photographer: Kevin Marble Asbestos Containing Materials Inspection 1442 Sycamore Street Waterloo, Iowa 50703 Photo #1 Description: ACM White Aircell Pipe Insulation Location: 7th Floor, NW Room Sample R-3a Photo #2 Description: ACM White Aircell Pipe Insulation Location: 5th Floor, NE Room Sample R-3b Photograph table includes photos of all asbestos-containing materials. (Continued) 1/13/2025 & 1/14/2025 Photographer: Kevin Marble Asbestos Containing Materials Inspection 1442 Sycamore Street Waterloo, Iowa 50703 Photo #3 Description: ACM White Aircell Pipe Insulation Location: 4th Floor, NW Room near elevator Sample R-3c Photo #4 Description: ACM White Aircell Pipe Insulation Location: 2nd Floor, S Mechanical Room Sample R-3d Photograph table includes photos of all asbestos-containing materials. (Continued) 1/13/2025 & 1/14/2025 Photographer: Kevin Marble Asbestos Containing Materials Inspection 1442 Sycamore Street Waterloo, Iowa 50703 Photo #5 Description: ACM White Aircell Pipe Insulation Location: Basement, Eastmost Hall Sample R-3e Photo #6 Description: ACM Black Chalkboard Location: 7th Floor, W Room Sample R-5 Photograph table includes photos of all asbestos-containing materials. (Continued) 1/13/2025 Photographer: Kevin Marble Asbestos Containing Materials Inspection 1442 Sycamore Street Waterloo, Iowa 50703 Photo #7 Description: ACM White Pipe Insulation Location: 6th Floor, NE Room Sample R-7a Photo #8 Description: ACM Silver Ceiling Covering Location: 6th Floor, Center Room on Support Column Sample R-9 Photograph table includes photos of all asbestos-containing materials. (Continued) 1/13/2025 Photographer: Kevin Marble Asbestos Containing Materials Inspection 1442 Sycamore Street Waterloo, Iowa 50703 Photo #9 Description: ACM Brown/Gray Duct Sealant Location: 6th Floor, SW Room on Smokers Sample R-10 Photo #10 Description: ACM White Transite Wall Panels Location: 6th Floor, West Smoker Rooms Sample R-11 Photograph table includes photos of all asbestos-containing materials. (Continued) 1/13/2025 Photographer: Kevin Marble Asbestos Containing Materials Inspection 1442 Sycamore Street Waterloo, Iowa 50703 Photo #11 Description: ACM Black Ceiling Covering Tar Location: 5th Floor, Center Room Sample R-13 Photo #12 Description: ACM Silver Ceiling Covering Location: 5th Floor, Center Room Sample R-14 Photograph table includes photos of all asbestos-containing materials. (Continued) 1/13/2025 Photographer: Kevin Marble Asbestos Containing Materials Inspection 1442 Sycamore Street Waterloo, Iowa 50703 Photo #13 Description: ACM Black Wall Tar Location: 5th Floor, HVAC Crawl Space Sample R-15 Photo #14 Description: ACM Black Cork Tar Paper Location: 3rd Floor, SE Room Sample R-24 Photograph table includes photos of all asbestos-containing materials. (Continued) 1/13/2025 & 1/14/2025 Photographer: Kevin Marble Asbestos Containing Materials Inspection 1442 Sycamore Street Waterloo, Iowa 50703 Photo #15 Description: ACM Gray Panel Adhesive Location: 3rd Floor, S Middle Room Sample R-25 Photo #16 Description: ACM Black Ceiling Covering Location: 2nd Floor, NW Room Sample R-28 Photograph table includes photos of all asbestos-containing materials. (Continued) 1/14/2025 Photographer: Kevin Marble Asbestos Containing Materials Inspection 1442 Sycamore Street Waterloo, Iowa 50703 Photo #17 Description: ACM White Pipe Insulation Location: 2nd Floor, SW Room Sample R-33a, R-33b, R-33c Photo #18 Description: ACM White Pipe Insulation Location: Basement, N Room Sample R-43 Photograph table includes photos of all asbestos-containing materials. (Continued) 1/14/2025 Photographer: Kevin Marble Asbestos Containing Materials Inspection 1442 Sycamore Street Waterloo, Iowa 50703 Photo #19 Description: ACM White Duct Wrap Location: Basement, East Hall Sample R-45a, R-45b, R-45c Photo #20 Description: ACM Gray Cement Board Location: 1st Floor, N Room – N Wall – Top Half Sample R-48 Photograph table includes photos of all asbestos-containing materials. (Continued) 1/14/2025 Photographer: Kevin Marble Asbestos Containing Materials Inspection 1442 Sycamore Street Waterloo, Iowa 50703 Photo #21 Description: ACM Black Duct Sealant Location: 6th Floor, W Central Room Sample R-49 Photo #22 Description: ACM Gray Door Caulk Location: Exterior, SW Dock Entrance Door Sample R-51 Photograph table includes photos of all asbestos-containing materials. (Continued) 1/22/2025 Photographer: Emma Thomas Asbestos Containing Materials Inspection 1442 Sycamore Street Waterloo, Iowa 50703 Photo #23 Description: ACM Black Ceiling Covering Location: 7th Floor, SE Room Sample R-52 Photo #24 Description: ACM Black Ceiling Covering Location: 7th Floor, SE Room Sample R-53 Photograph table includes photos of all asbestos-containing materials. (Continued) 1/22/2025 & 5/7/2025 Photographer: Emma Thomas & Leon Johnson Asbestos Containing Materials Inspection 1442 Sycamore Street Waterloo, Iowa 50703 Photo #25 Description: ACM Black Cork Insulation Tar Location: 7th Floor, Middle Room, South Portion Sample R-55 Photo #26 Description: ACM Black Ceiling Covering Location: 4th Floor, NW Room Sample R-56 Photograph table includes photos of all asbestos-containing materials. (Continued) 5/7/2025 Photographer: Leon Johnson Asbestos Containing Materials Inspection 1442 Sycamore Street Waterloo, Iowa 50703 Photo #27 Description: ACM Black Ceiling Covering Location: 3rd Floor, Main Room, West Side Sample R-60 Photo #28 Description: ACM Black Cork Insulation Tar Location: 3rd Floor, NE Room Sample R-61 Photograph table includes photos of all asbestos-containing materials. (Continued) 5/7/2025 Photographer: Leon Johnson Asbestos Containing Materials Inspection 1442 Sycamore Street Waterloo, Iowa 50703 Photo #29 Description: Assumed ACM Black Ceiling Covering Location: 1st Floor, NE Room Sample R-64 Photo #30 Description: Assumed ACM Black Ceiling Covering Location: Basement, NW Room Sample R-67 APPENDIX D Sample Location Map(s) Positive ACMNegative ACMLegend9x9in Green Floor Tile, Mastic, Pipe Insulation DebrisAircell/Pipe Insulation DebrisDuct Wrap Debris12x12in Brown Floor Tile, Mastic, Pipe Insulation DebrisTank InsulationInaccessibleCeiling CoveringSteamer Insulation DebrisPossible Fire Door Pipe InsulationPanel AdhesiveCaulkDuct WrapAircell Pipe InsulationHeater InsulationExpansive JointWall TarCement BoardCorrugated Transite PanelsTransite Wall PanelChalkboardDuct SealantCork Insulation TarCork Insulation Tar149148147153150154158157156144145146164178177179271521731721631741712615525176175151165159162170169168160161166167CHECKED BY: PROJECT NO: SCALE: JOB DESCRIPTION:DATE: DRAWN BY: SHEET TITLE: \\dsm-dc-01\Users\tsilverthorn\Desktop\AutoCAD Logo\New Impact7G-Logo.jpg S W N E N/A City of Waterloo JR 02/05/2025 JH ACM Inspection Roof Property Map Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 Positive ACMNegative ACMLegend9x9in Green Floor Tile, Mastic, Pipe Insulation DebrisAircell/Pipe Insulation DebrisDuct Wrap Debris12x12in Brown Floor Tile, Mastic, Pipe Insulation DebrisTank InsulationInaccessibleCeiling CoveringSteamer Insulation DebrisPossible Fire Door Pipe InsulationPanel AdhesiveCaulkDuct WrapAircell Pipe InsulationHeater InsulationExpansive JointWall TarCement BoardCorrugated Transite PanelsTransite Wall PanelChalkboardDuct SealantCork Insulation TarCork Insulation Tar415622122232420193R-1R-2R-6R-3aR-5R-4R-52R-53R-55CHECKED BY: PROJECT NO: SCALE: JOB DESCRIPTION:DATE: DRAWN BY: SHEET TITLE: \\dsm-dc-01\Users\tsilverthorn\Desktop\AutoCAD Logo\New Impact7G-Logo.jpg S W N E N/A City of Waterloo JR 02/05/2025 JH ACM Inspection 7th Floor Property Map Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 Positive ACMNegative ACMLegend9x9in Green Floor Tile, Mastic, Pipe Insulation DebrisAircell/Pipe Insulation DebrisDuct Wrap Debris12x12in Brown Floor Tile, Mastic, Pipe Insulation DebrisTank InsulationInaccessibleCeiling CoveringSteamer Insulation DebrisPossible Fire Door Pipe InsulationPanel AdhesiveCaulkDuct WrapAircell Pipe InsulationHeater InsulationExpansive JointWall TarCement BoardCorrugated Transite PanelsTransite Wall PanelChalkboardDuct SealantCork Insulation TarCork Insulation Tar3029283839404241374759,60,61453231334443R-11R-49R-10R-7aR-9R-8CHECKED BY: PROJECT NO: SCALE: JOB DESCRIPTION:DATE: DRAWN BY: SHEET TITLE: \\dsm-dc-01\Users\tsilverthorn\Desktop\AutoCAD Logo\New Impact7G-Logo.jpg S W N E N/A City of Waterloo JR 02/05/2025 JH ACM Inspection 6th Floor Property Map Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 Positive ACMNegative ACMLegend9x9in Green Floor Tile, Mastic, Pipe Insulation DebrisAircell/Pipe Insulation DebrisDuct Wrap Debris12x12in Brown Floor Tile, Mastic, Pipe Insulation DebrisTank InsulationInaccessibleCeiling CoveringSteamer Insulation DebrisPossible Fire Door Pipe InsulationPanel AdhesiveCaulkDuct WrapAircell Pipe InsulationHeater InsulationExpansive JointWall TarCement BoardCorrugated Transite PanelsTransite Wall PanelChalkboardDuct SealantCork Insulation TarCork Insulation Tar62,63,64169101536585657555453355052R-18R-19R-17R-16R-54R-12R-13R-1451R-3bR-15CHECKED BY: PROJECT NO: SCALE: JOB DESCRIPTION:DATE: DRAWN BY: SHEET TITLE: \\dsm-dc-01\Users\tsilverthorn\Desktop\AutoCAD Logo\New Impact7G-Logo.jpg S W N E N/A City of Waterloo JR 02/05/2025 JH ACM Inspection 5th Floor Property Map Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 Positive ACMNegative ACMLegend9x9in Green Floor Tile, Mastic, Pipe Insulation DebrisAircell/Pipe Insulation DebrisDuct Wrap Debris12x12in Brown Floor Tile, Mastic, Pipe Insulation DebrisTank InsulationInaccessibleCeiling CoveringSteamer Insulation DebrisPossible Fire Door Pipe InsulationPanel AdhesiveCaulkDuct WrapAircell Pipe InsulationHeater InsulationExpansive JointWall TarCement BoardCorrugated Transite PanelsTransite Wall PanelChalkboardDuct SealantCork Insulation TarCork Insulation Tar868647076757714R-20R-22R-21aR-21bR-21cR-3cR-56R-57R-59R-58CHECKED BY: PROJECT NO: SCALE: JOB DESCRIPTION:DATE: DRAWN BY: SHEET TITLE: \\dsm-dc-01\Users\tsilverthorn\Desktop\AutoCAD Logo\New Impact7G-Logo.jpg S W N E N/A City of Waterloo JR 02/05/2025 JH ACM Inspection 4th Floor Property Map Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 Positive ACMNegative ACMLegend9x9in Green Floor Tile, Mastic, Pipe Insulation DebrisAircell/Pipe Insulation DebrisDuct Wrap Debris12x12in Brown Floor Tile, Mastic, Pipe Insulation DebrisTank InsulationInaccessibleCeiling CoveringSteamer Insulation DebrisPossible Fire Door Pipe InsulationPanel AdhesiveCaulkDuct WrapAircell Pipe InsulationHeater InsulationExpansive JointWall TarCement BoardCorrugated Transite PanelsTransite Wall PanelChalkboardDuct SealantCork Insulation TarCork Insulation Tar72171373187411R-26R-27R-21dR-23R-24R-25R-62R-60R-61CHECKED BY: PROJECT NO: SCALE: JOB DESCRIPTION:DATE: DRAWN BY: SHEET TITLE: \\dsm-dc-01\Users\tsilverthorn\Desktop\AutoCAD Logo\New Impact7G-Logo.jpg S W N E N/A City of Waterloo JR 02/05/2025 JH ACM Inspection 3rd Floor Property Map Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 Positive ACMNegative ACMLegend9x9in Green Floor Tile, Mastic, Pipe Insulation DebrisAircell/Pipe Insulation DebrisDuct Wrap Debris12x12in Brown Floor Tile, Mastic, Pipe Insulation DebrisTank InsulationInaccessibleCeiling CoveringSteamer Insulation DebrisPossible Fire Door Pipe InsulationPanel AdhesiveCaulkDuct WrapAircell Pipe InsulationHeater InsulationExpansive JointWall TarCement BoardCorrugated Transite PanelsTransite Wall PanelChalkboardDuct SealantCork Insulation TarCork Insulation Tar48491279818283989796114,115,11687848590,91,9293949586897R-29R-34R-31R-32R-30R-3d78R-28R-33aR-33bR-33c88R-63CHECKED BY: PROJECT NO: SCALE: JOB DESCRIPTION:DATE: DRAWN BY: SHEET TITLE: \\dsm-dc-01\Users\tsilverthorn\Desktop\AutoCAD Logo\New Impact7G-Logo.jpg S W N E N/A City of Waterloo JR 02/05/2025 JH ACM Inspection 2nd Floor Property Map Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 Positive ACMNegative ACMLegend9x9in Green Floor Tile, Mastic, Pipe Insulation DebrisAircell/Pipe Insulation DebrisDuct Wrap Debris12x12in Brown Floor Tile, Mastic, Pipe Insulation DebrisTank InsulationInaccessibleCeiling CoveringSteamer Insulation DebrisPossible Fire Door Pipe InsulationPanel AdhesiveCaulkDuct WrapAircell Pipe InsulationHeater InsulationExpansive JointWall TarCement BoardCorrugated Transite PanelsTransite Wall PanelChalkboardDuct SealantCork Insulation TarCork Insulation Tar135,136,137134133132124130, 131341671122121120126,127,128123,124,12511211111399,100,101,102103,104105,106107108,109,110180181182141142143138139140R-46R-47R-42R-39R-40R-35R-36R-37R-38R-50R-41R-48R-51R-66R-65R-64CHECKED BY: PROJECT NO: SCALE: JOB DESCRIPTION:DATE: DRAWN BY: SHEET TITLE: \\dsm-dc-01\Users\tsilverthorn\Desktop\AutoCAD Logo\New Impact7G-Logo.jpg S W N E N/A City of Waterloo JR 02/05/2025 JH ACM Inspection 1st Floor Property Map Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 Positive ACMNegative ACMLegend9x9in Green Floor Tile, Mastic, Pipe Insulation DebrisAircell/Pipe Insulation DebrisDuct Wrap Debris12x12in Brown Floor Tile, Mastic, Pipe Insulation DebrisTank InsulationInaccessibleCeiling CoveringSteamer Insulation DebrisPossible Fire Door Pipe InsulationPanel AdhesiveCaulkDuct WrapAircell Pipe InsulationHeater InsulationExpansive JointWall TarCement BoardCorrugated Transite PanelsTransite Wall PanelChalkboardDuct SealantCork Insulation TarCork Insulation Tar80117118119R-44R-3eR-45cR-45bR-43R-45aR-67R-68CHECKED BY: PROJECT NO: SCALE: JOB DESCRIPTION:DATE: DRAWN BY: SHEET TITLE: \\dsm-dc-01\Users\tsilverthorn\Desktop\AutoCAD Logo\New Impact7G-Logo.jpg S W N E N/A City of Waterloo JR 02/05/2025 JH ACM Inspection Basement Floor Property Map Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 APPENDIX E Toeroek Associates, Inc. Report 300 Union Boulevard, Suite 520 Lakewood, CO 80228 Telephone: 303-420-7735 Fax: 303-420-7658 September 2, 2022 Ms. Lisa Dunning Task Order Contracting Officer’s Representative U.S. Environmental Protection Agency, Region 7 11201 Renner Boulevard Lenexa, Kansas 66219 Subject: Contract No. 68HERH19D0018; Task Order (TO) No. 68E0719F0190 Former Rath Buildings, 1442, 1508, 1620, and 1656 Sycamore Street, Waterloo, Black Hawk County, Iowa Targeted Brownfields Assessment, Hazardous Materials Survey Dear Ms. Dunning: Toeroek Associates, Inc. (Toeroek) and our teaming subcontractor, Tetra Tech, Inc. (Tetra Tech), (hereafter “Toeroek Team”) are pleased to present the attached Targeted Brownfields Assessment, Hazardous Materials Survey of the Former Rath Buildings (the subject property) located at 1442, 1508, 1620, and 1656 Sycamore Street in Waterloo, Black Hawk County, Iowa. This deliverable has been reviewed internally as part of Tetra Tech’s quality assurance program, as well as Toeroek’s quality assurance program, and is consistent with Toeroek’s Quality Management Plan for the Resource Conservation and Recovery Act (RCRA) Enforcement and Permitting Assistance (REPA) contract. Documentation of this review is retained in the Toeroek Team’s project files. If you have any questions or comments, please contact Greg Hanna at 720-898-4102 or Kaitlyn Mitchell at 816-412-1742. Sincerely, Greg Hanna Toeroek Team Program Manager Kaitlyn Mitchell Toeroek Team Project Manager Enclosure: Targeted Brownfields Assessment, Hazardous Materials Survey cc: Leanna Balsley, EPA Region 7 Heather Wood, Tetra Tech Toeroek Team Project Files TARGETED BROWNFIELDS ASSESSMENT HAZARDOUS MATERIALS SURVEY FORMER RATH BUILDINGS 1442, 1508, 1620, AND 1656 SYCAMORE STREET WATERLOO, BLACK HAWK COUNTY, IOWA Prepared for U.S. ENVIRONMENTAL PROTECTION AGENCY REGION 7 Task Order : 68E0719F0190 Subtask : 010.05 EPA Region : 7 Date Prepared : September 2, 2022 Contract No. : 68HERH19D0018 Prepared by : Toeroek Associates, Inc. Project Manager : Kaitlyn Mitchell Telephone : 816-412-1742 EPA TOCOR : Lisa Dunning Telephone : 913-551-7964 HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA i CONTENTS Section Page 1.0 INTRODUCTION ........................................................................................................................... 1 2.0 SUBJECT PROPERTY BUILDING ............................................................................................... 4 3.0 ACM FIELD SURVEY AND ANALYTICAL PROTOCOLS....................................................... 5 4.0 LBP SCREENING AND ANALYTICAL PROTOCOLS .............................................................. 6 5.0 PCB FIELD SURVEY AND ANALYTICAL PROTOCOLS ........................................................ 7 6.0 ACM FINDINGS ............................................................................................................................. 8 7.0 LBP FINDINGS ............................................................................................................................ 17 8.0 PCB FINDINGS ............................................................................................................................ 41 9.0 FINDINGS AND RECOMMENDATIONS .................................................................................. 42 9.1 Asbestos-Containing Material (ACM) .............................................................................. 42 9.2 Lead-Based Paint (LBP) ................................................................................................... 43 9.3 Polychlorinated Biphenyls (PCBS) ................................................................................... 43 10.0 ASSUMPTIONS AND DEVIATIONS ......................................................................................... 44 11.0 REFERENCES .............................................................................................................................. 45 APPENDICES Appendix APPENDIX A FIGURES APPENDIX B PHOTOGRAPHIC DOCUMENTATION LOG APPENDIX C INSPECTOR CERTIFICATIONS APPENDIX D ACM ANALYTICAL RESULTS AND CHAIN-OF-CUSTODY FORMS APPENDIX E PCB ANALYTICAL RESULTS AND CHAIN-OF-CUSTODY FORMS HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA ii FIGURES (in Appendix A) Figures FIGURE 1 SAMPLE LOCATION MAP – BASEMENT FIGURE 2 SAMPLE LOCATION MAP – 1ST FLOOR FIGURE 3 SAMPLE LOCATION MAP – 2ND FLOOR FIGURE 4 SAMPLE LOCATION MAP – 3RD FLOOR FIGURE 5 SAMPLE LOCATION MAP – 4TH FLOOR FIGURE 6 SAMPLE LOCATION MAP – 5TH FLOOR FIGURE 7 SAMPLE LOCATION MAP – 6TH FLOOR FIGURE 8 SAMPLE LOCATION MAP – 7TH FLOOR FIGURE 9 SAMPLE LOCATION MAP – ROOF TABLES Table Page TABLE 1 SUMMARY OF RESULTS FROM LABORATORY ANALYSIS FOR SUSPECT ACM ................................................................................................................................................ 9 TABLE 2 SUMMARY OF LBP SCREENING RESULTS ....................................................................... 18 HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 1 1.0 INTRODUCTION The U.S. Environmental Protection Agency (EPA) tasked Toeroek Associates, Inc. (Toeroek) and its teaming subcontractor, Tetra Tech, Inc. (Tetra Tech) (hereafter “Toeroek Team”) to provide technical support to the EPA Region 7 Brownfields Program under Contract Number (No.) 68HERH19D0018, Task Order (TO) No. 68E0719F0190. EPA Region 7 requested the Toeroek Team conduct a Hazardous Materials Survey (the Survey) as part of a Targeted Brownfields Assessment (TBA) of the Former Rath Buildings (the subject property) located at 1442, 1508, 1620, and 1656 Sycamore Street in Waterloo, Black Hawk County, Iowa. The site name refers to multiple buildings due to the various additions over the years; however, only one building is present on the subject property. The subject property is referred to one building throughout the remainder of this report. Construction of the subject property buildings occurred prior to 1978. As such, asbestos-containing materials (ACM) and lead-based paint (LBP) was likely used in building materials during the build-out of the structures; caulk may have contained polychlorinated biphenyls (PCBs). The scope of the survey included an inspection of the subject property buildings for the presence of ACM, LBP, and PCBs in caulk. As part of the Survey, the Toeroek Team also conducted a Phase II Environmental Site Assessment (ESA), submitted under separate cover. Appendix B includes the Photographic Documentation Log of observations during the Survey. The Toeroek Team conducted the survey from June 13 through 17, 2022. The Toeroek Team’s Project Manager for the Survey was Ms. Kaitlyn Mitchell. Mr. Zach Usher, State of Iowa-licensed Asbestos and Lead Inspector was the field team leader for this survey. The field team was composed of Ms. Cory Nichols, Ms. Macy LaMasney, Mr. Reed Niemack, and Mr. Zachary Usher. Inspector certifications are provided in Appendix C. Section 10.0, Assumptions and Deviations, presents the assumptions and deviations regarding the Survey at the subject property. Prior to any renovations or demolition of the subject property building, additional building material characterization work may be needed to comply with all local, state, and federal requirements regulating ACM, LBP, and PCBs. The purpose of the asbestos portion of the Survey was to evaluate subject property buildings for the presence, quantity, locations, and characterization of ACM that may require abatement prior to any development activities, in accordance with National Emissions Standards for Hazardous Air Pollutants (NESHAP) regulations, as adopted by EPA. The intent of the asbestos NESHAP regulations is to protect the public (and workers) by minimizing release of asbestos fibers during activities involving processing, handling, and disposal of ACM. Inhalation of asbestos fibers can cause cancer and other lung diseases HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 2 (Agency for Toxic Substances and Disease Registry [ATSDR] 2008). The Survey accorded with industry standard practice for hazardous materials surveys. Collection of samples of suspected ACM accorded with NESHAP regulations, as adopted by EPA. The Toeroek Team screened for the presence, quantity, and locations of LBP exceeding lead hazard levels, which would require Occupational Safety and Health Administration (OSHA) worker safety precautions during development activities at the subject property buildings. The LBP portion of the Survey proceeded according to protocols similar to the single-family housing inspection procedures in the U.S. Department of Housing and Urban Development (HUD) guidelines (HUD 2012). The Toeroek Team screened paint- covered surfaces using an x-ray fluorescence (XRF) spectrometer. PCBs may be present within the subject property buildings in caulk associated with windows, doors, and masonry columns. The Toeroek Team collected samples from caulk materials suspected to contain PCBs for laboratory analysis to determine presence, quantity, and locations of PCBs exceeding the EPA action level, which would require OSHA worker safety precautions during development and remodeling activities. The Toeroek Team submitted a site-specific quality assurance project plan (QAPP) in support of survey activities to EPA on March 17, 2022. EPA approved the QAPP on March 31, 2022, prior to survey activities at the subject property (Toeroek 2022). Field activities accorded with the QAPP, except where noted in Section 10.0. The Toeroek Team prepared this report in accordance with generally accepted industrial hygiene practices and procedures. This report does not cover or comment on structural areas not assessed either visibly or by sample collection. The data evaluation and assessment stated herein constitute a professional opinion; no other warranty is expressed or implied. Section 10.0 specifies assumptions and deviations regarding the Survey at the subject property. The Toeroek Team provided these services consistent with the level and skill ordinarily exercised by members of the profession currently practicing under similar conditions. This statement is in lieu of other statements either expressed or implied. The scope of services performed in execution of this evaluation may not be appropriate to satisfy the needs of other users, and use or re-use of this document, the findings, conclusions, or recommendations is at the risk of said user. This Survey report does not warrant against future operations or conditions that may not be consistent with its recommendations. Moreover, because of some limitations on destructive sampling during the survey, completion of the Survey does not guarantee HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 3 identification of all ACMs, LBP, or PCBs in caulk—hazardous materials may be present in voids of walls, ceilings, or other concealed areas. This report consists of the following sections: • Section 2.0 of this report, Subject Property Building, describes the structure at the subject property. • Section 3.0, ACM Field Survey and Analytical Protocols, specifies the field and analytical protocols for the ACM survey. • Section 4.0, LBP Screening and Analytical Protocols, specifies field and analytical protocols for the LBP screening. • Section 5.0, PCB Field Survey and Analytical Protocols, presents field and analytical protocols for the PCB survey. • Section 6.0, ACM Findings, presents the results of the ACM survey activities. • Section 7.0, LBP Findings, describes the results of the LBP screening activities. • Section 8.0, PCB findings, conveys the results of the PCB survey activities. • Section 9.0, Findings and Recommendations, offers recommendations based on the results of the survey. • Section 10.0, Assumptions and Deviations, specifies the assumptions and deviations regarding the survey of the subject property building. • Section 11.0, References, lists the sources referenced during development of this report. HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 4 2.0 SUBJECT PROPERTY BUILDING The subject property encompasses approximately 5.5 acres of land on four parcels and hosts an approximately 750,000-square-foot building that historically operated as a meat packing plant. Currently, portions of the building are used for cold storage warehousing. The subject property is located within a mixed-use commercial and industrial area of Waterloo, Iowa. The subject property building is constructed of brick, mortar, concrete, and metal. Interior finishes include brick and mortar, concrete, metal, plaster walls, and drywall. Flooring materials include vinyl floor tile and concrete. HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 5 3.0 ACM FIELD SURVEY AND ANALYTICAL PROTOCOLS The Toeroek Team made every effort to inspect all areas of the interior of the subject property building. Minor demolition of materials (destructive sampling) was required during the survey effort. The inspector took care to ensure the subject property remained unoccupied during sample collection. Collection of suspect ACM samples accorded with NESHAP, as adopted by EPA, and the Asbestos Hazard and Emergency Response Act of 1986 (AHERA) protocols. AHERA defines “asbestos-containing material” (ACM) as any material or product that contains more than 1 percent asbestos. Suspected ACMs were grouped as homogeneous areas if the material was similar in appearance and texture; however, if the inspector decided a material (for example, wall texturing) was not similar in appearance and texture to other materials in the subject property building, the inspector distinguished the material as unique and collected samples of each unique material accordingly. Because of limitations on destructive sampling methods, additional suspect materials not sampled may be present in walls, voids, or other concealed areas. Section 10.0 specifies assumptions and deviations regarding the survey of the subject property building. Bulk samples of suspected ACM were collected to ensure each distinct layer of material was represented in the sample. A wetting agent was applied to friable surfaces prior to sample collection to reduce the potential for fiber release. All samples collected were placed in plastic bags, labeled, and sealed immediately upon collection. A unique sample identification number was assigned to each sample. To prevent cross-contamination between samples, the sampling instruments were wiped clean by use of a wet, lint-free cloth after collection of each sample. The samples remained in the inspector’s custody until sent to the laboratory. Upon completion of sampling activities, the bulk samples were sent, along with the Toeroek Team’s chain-of-custody documentation, to Eurofins EMLab P&K Laboratories (Eurofins). Suspect ACM samples were analyzed per EPA Method 600/R-93/116 by Eurofins via polarized light microscopy (PLM) analysis. Samples determined by PLM analysis to contain less than 1 percent asbestos were analyzed via EPA Point Count 400 (also EPA Method 600/R-93/116). Eurofins is a National Voluntary Laboratory Accreditation Program (NVLAP)-certified laboratory. Section 6.0 of this report summarizes ACM analytical results which are listed in Table 1. Sample locations are shown on Figures 1 through 9 in Appendix A. Appendix D presents the ACM analytical results and chain-of-custody forms for the bulk samples. HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 6 4.0 LBP SCREENING AND ANALYTICAL PROTOCOLS The Toeroek Team made every effort to inspect all areas of the building. HUD Guidelines for the Evaluation and Control of LBP in Housing (2012) (HUD Guidelines) suggests paint applied before 1978 could contain lead. An XRF screening of suspected LBP accorded with protocols similar to the single-family housing inspection procedures in the HUD Guidelines. The Toeroek Team utilized an Olympus – Delta Professional XRF spectrometer to perform the LBP screening. The Olympus – Delta Professional is an XRF spectrum analyzing system used for quantitative measurement of lead in paint on various substrates. The Toeroek Team screened suspect painted surfaces that possibly would be impacted during renovation activities. The Toeroek Team utilized the XRF “Lead Paint Mode” for testing, standardized per the equipment instruction manual, and programmed the unit with an action level of 1.0 milligram per square centimeter (mg/cm2). Paint containing greater than or equal to 1.0 mg/cm2 lead by XRF testing or 1.0 mg/cm2 lead by laboratory analysis is considered LBP. The Toeroek Team performed XRF calibration checks on the Delta Professional XRF spectrometer according to the protocol recommended by the manufacturer and the HUD Guidelines. These quality control readings were used to monitor performance of the Delta Professional XRF spectrometer. Calibration-check readings were taken at the beginning and end of the survey using a Standard Reference Material (SRM) paint film, developed by the National Institute of Standards and Technology (NIST). Section 7.0 of this report summarizes results from XRF screening of painted surfaces at the subject property. Table 2 provides XRF screening results. Some LBP quantities in Table 2 may be combined to avoid duplicate quantity of commingled materials. Screening locations with positive results appear on Figures 1 through 9 in Appendix A. HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 7 5.0 PCB FIELD SURVEY AND ANALYTICAL PROTOCOLS The Toeroek Team made every effort to inspect all areas of the subject property building. Minor demolition of materials (destructive sampling) was required during the survey effort. The inspector took care to ensure the areas remained unoccupied during sample collection. Samples of caulk possibly containing PCBs were collected following EPA guidance. The EPA action level is 50 parts per million (ppm) for PCBs in materials; this was used as the benchmark for the Survey (EPA 2016). Suspected PCB-containing caulk materials were grouped as homogeneous areas if the material was similar in appearance and texture; however, if the inspector decided a material was not similar in appearance and texture to other materials in the building, or that a material was associated with a different building construction date, the inspector distinguished the material as unique and collected samples of each unique material accordingly. Section 10.0 specifies assumptions and deviations regarding the survey of subject property building. The Toeroek Team collected bulk samples to ensure only suspect PCB-containing caulk materials were represented in the sample. A wetting agent was applied to the material prior to sample collection to reduce potential for particulate release. All samples collected were placed in plastic bags, labeled, and sealed immediately upon collection. A unique sample identification number was assigned to each sample. To prevent cross-contamination between samples, the sampling instruments were wiped clean by use of a wet, lint-free cloth after collection of each sample. Sampling locations appear on Figures 1 through 9 in Appendix A. The samples remained in the inspector’s custody until sent to the laboratory. Upon completion of sampling activities, the bulk samples were sent, along with the Toeroek Team’s chain-of-custody documentation, to Pace Analytical (Pace) laboratory in Minneapolis, Minnesota. Pace analyzed bulk samples of suspect PCB-containing caulk materials via EPA Method 8082. Appendix E includes the PCB analytical results from those bulk samples, as well as chain-of-custody forms. Section 8.0 summarizes the analytical results from those samples. No PCBs were detected in any sample; therefore, no summary table is provided. HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 8 6.0 ACM FINDINGS PLM results from samples of suspect ACM collected at the subject property building appear in the laboratory report in Appendix D, and are summarized in Table 1 below. A bolded result in Table 1 indicates a sample containing asbestos detected at a concentration greater than 1 percent. Figures 1 through 9 in Appendix A show the sample locations. HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 9 TABLE 1 SUMMARY OF RESULTS FROM LABORATORY ANALYSIS FOR SUSPECT ACM FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA Figure Key Sample ID Material Description Material Locations Friable (F)/ Non-Friable (NF) Analytical Result (% ACM1 ) Quantity2 1 RB-WG-01 Window Glaze (Square Pane Windows) 6th and 7th Floor NA <0.25% Chry3 NA 2 RB-WG-02 3 RB-WG-03 4 RB-BG-01 Wall Block Grout Throughout NA ND NA 5 RB-BG-02 6 RB-BG-03 7 RB-TSI-01 White Pipe Insulation (Various Sizes) Throughout F 20% Amosite 8% Chry 4,700 LF 8 RB-TSI-02 9 RB-TSI-03 10 RB-TSI2-01 Black 8” - 24” Pipe Insulation Throughout NA ND NA 11 RB-TSI2-02 12 RB-TSI2-03 13 RB-PL-01 Plaster Throughout NA <0.25% Chry3 NA 14 RB-PL-02 15 RB-PL-03 16 RB-CI-01 Cork Insulation Behind Walls – Throughout NA ND NA 17 RB-CI-02 18 RB-CI-03 19 RB-TSI3-01 Green Pipe Insulation 7th Floor – C71, C72 F 25% Chry 300 LF 20 RB-TSI3-02 21 RB-TSI3-03 22 RB-INS-01 Heater Insulation 5th and 7th Floors F 10% Amosite 10% Chry 1,700 SF 23 RB-INS-02 24 RB-INS-03 25 RB-TSI4-01 Black Felt- Wrapped (Foam) Pipe Insulation Roofs, 7th Floor, and C51 NF Grey Insulation – ND Black Tar and Felt – 30% Chry 1,100 LF 26 RB-TSI4-02 27 RB-TSI4-03 HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 10 TABLE 1 SUMMARY OF RESULTS FROM LABORATORY ANALYSIS FOR SUSPECT ACM FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA Figure Key Sample ID Material Description Material Locations Friable (F)/ Non-Friable (NF) Analytical Result (% ACM1 ) Quantity2 28 RB-DC-01 Black Door Caulk Elevator Door – All Floors NF 5% Chry 280 LF 29 RB-DC-02 30 RB-DC-03 31 RB-BI-01 Boiler Insulation (Scattered Pipe Insulation Debris) 6th Floor – C64 Metal Boiler, C71, C72, B56, C51, G51 F 10% Amosite 1,500 SF 32 RB-BI-02 33 RB-BI-03 34 RB-T-01 Tar Throughout (Ceilings and Walls) NA ND NA 35 RB-T-02 36 RB-T-03 37 RB-TRAN-01 Transite Wall Panels 6th Floor – H Area Walls, E61 NF 15% Chry 4,450 SF 38 RB-TRAN-02 39 RB-TRAN-03 40 RB-DS-01 Black Duct Sealant 6th Floor – G Area, A3, C64 NF 15% Chry 300 SF 41 RB-DS-02 42 RB-DS-03 43 RB-TSI5-01 Aircell Pipe Insulation C51, E51, G22, Basement Boiler Room, East Abandoned Basement Bathroom F 20% Chry 550 LF 44 RB-TSI5-02 45 RB-TSI5-03 46 RB-PL-04 Plaster Throughout NA <0.25% Chry3 NA 47 RB-PL-05 48 RB-PL-06 49 RB-PL-07 50 RB-AS-01 Asphalt Shingles Upper Columns and Ceiling (B55), B53, C11 NF 10% Chry 11,500 SF 51 RB-AS-02 52 RB-AS-03 53 RB-DC2-01 White Door Caulk 5th Floor – Northwest Elevator Doors NA ND NA 54 RB-DC2-02 55 RB-DC2-03 HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 11 TABLE 1 SUMMARY OF RESULTS FROM LABORATORY ANALYSIS FOR SUSPECT ACM FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA Figure Key Sample ID Material Description Material Locations Friable (F)/ Non-Friable (NF) Analytical Result (% ACM1 ) Quantity2 56 RB-WC-01 White Window Caulk B56 (Interior Square Windows) NA ND NA 57 RB-WC-02 58 RB-WC-03 59 RB-FH-01 Fire Hose 6th Floor – E61 NA ND NA 60 RB-FH-02 61 RB-FH-03 62 RB-PW-01 Black Pipe Wrap F51 NA ND NA 63 RB-PW-02 64 RB-PW-03 68 RB-T2-01 Black Tar (Brick Walls) A41, A22 NA ND NA 69 RB-T2-02 70 RB-T2-03 71 RB-FWC-01 Freezer Wall Coating Throughout Freezer Walls NA ND NA 72 RB-FWC-02 73 RB-FWC-03 74 RB-FWC-04 75 RB-FWC-05 76 RB-FWC-06 77 RB-FWC-07 78 RB-TI-01 White Tank Insulation G22, CB1 F 30% Chry 100 SF 79 RB-TI-02 80 RB-TI-03 81 RB-CFT-01 Red Ceramic Floor Tile Grout C22 – Lab Area NA ND NA 82 RB-CFT-02 83 RB-CFT-03 84 RB-VFT-01 Green 9” x 9” Vinyl Floor Tile C22 – Lab Area NF Green Floor Tile – 5% Chry Black Mastic – 5% Chry 4,500 SF 85 RB-VFT-02 86 RB-VFT-03 HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 12 TABLE 1 SUMMARY OF RESULTS FROM LABORATORY ANALYSIS FOR SUSPECT ACM FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA Figure Key Sample ID Material Description Material Locations Friable (F)/ Non-Friable (NF) Analytical Result (% ACM1 ) Quantity2 87 RB-CB-01 Black 6” Cove Base C22 – Lab Area NA ND NA 88 RB-CB-02 89 RB-CB-03 90 RB-CT-01 Dot Pattern 1’ x 1’ Ceiling Tile C22 – Lab Area NA ND NA 91 RB-CT-02 92 RB-CT-03 93 RB-VFT2-01 Brown 12” x 12” Vinyl Floor Tile C22 – Lab Hallway NF Brown Floor Tile – 2% Chry Black Mastic – 5% Chry 120 SF 94 RB-VFT2-02 95 RB-VFT2-03 96 RB-TSI6-01 Silver-Painted Pipe Insulation C22 – Lab Area F Silver Coating – ND Grey Wrap – ND Insulation – 20% Amosite, 3% Chry 200 LF 97 RB-TSI6-02 98 RB-TSI6-03 99 RB-VFT3-01 Grey 12” x 12” Vinyl Floor Tile Loading Dock Office NA ND NA 100 RB-VFT3-02 101 RB-VFT3-03 102 RB-CT2-01 White Fissure 2’ x 4’ Ceiling Tile Loading Dock Office NA ND NA 103 RB-CT2-02 104 RB-CT2-03 105 RB-DWJC-01 Drywall Joint Compound Breakroom NA ND NA 106 RB-DWJC-02 107 RB-DWJC-03 108 RB-CB2-01 White 4” Cove Base Breakroom Hallway NA ND NA 109 RB-CB2-02 110 RB-CB2-03 111 RB-SF-01 Brown Sheet Flooring 1st Floor Closet NA ND NA 112 RB-SF-02 113 RB-SF-03 HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 13 TABLE 1 SUMMARY OF RESULTS FROM LABORATORY ANALYSIS FOR SUSPECT ACM FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA Figure Key Sample ID Material Description Material Locations Friable (F)/ Non-Friable (NF) Analytical Result (% ACM1 ) Quantity2 114 RB-CRT-01 Black Countertop C22 – Lab Area NA ND NA 115 RB-CRT-02 116 RB-CRT-03 117 RB-FP-01 Spray-On Fireproofing AB2 NA ND NA 118 RB-FP-02 119 RB-FP-03 120 RB-C-01 White Caulk Exterior Foundation – South Docks NA ND NA 121 RB-C-02 122 RB-C-03 123 RB-DC3-01 White Door Caulk West Exterior Loading Dock Door NF 10% Chry 8 LF 124 RB-DC3-02 125 RB-DC3-03 126 RB-TRAN2-01 Corrugated Transite Panels Northwest Office Roof, Southwest Rail Dock Wall NF 15% Chry 2,500 SF 127 RB-TRAN2-02 128 RB-TRAN2-03 129 RB-C2-01 Grey Expansion Caulk Exterior C13 – Southeast Corner, Northeast and North-Center C12, B11, and North A12 NA ND NA 130 RB-C2-02 131 RB-C2-03 132 RB-FS-01 Asphaltic Floor Seam Exterior – C13 Ramp NA ND NA 133 RB-FS-02 134 RB-FS-03 135 RB-EJ-01 White Expansion Joint (Soft) Northeast and North-Center C12 NA ND NA 136 RB-EJ-02 137 RB-EJ-03 138 RB-WC2-01 Old Grey Caulk Exterior – North Street Level Windows NF 15% Chry 30 LF 139 RB-WC2-02 140 RB-WC2-03 HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 14 TABLE 1 SUMMARY OF RESULTS FROM LABORATORY ANALYSIS FOR SUSPECT ACM FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA Figure Key Sample ID Material Description Material Locations Friable (F)/ Non-Friable (NF) Analytical Result (% ACM1 ) Quantity2 141 RB-EJ2-01 Grey Expansion Joint Northwest Ground Perimeter NA ND NA 142 RB-EJ2-02 143 RB-EJ2-03 144 RB-RM-01 Roofing Material Roof – G and F NA ND NA 145 RB-RM-02 146 RB-RM-03 147 RB-RM2-01 Roofing Material Roof – A11 NA ND NA 148 RB-RM2-02 149 RB-RM2-03 150 RB-RT-01 Grey/Silver Roofing Tar All Roofs NF 8% Chry 6,000 SF 151 RB-RT-02 152 RB-RT-03 153 RB-RC-01 White Roofing Caulk Roof – A NF 5% Chry 60 LF 154 RB-RC-02 155 RB-RC-03 156 RB-RT2-01 Black Roofing Tar Roof – A (Vent)s NA ND NA 157 RB-RT2-02 158 RB-RT2-03 159 RB-RM3-01 Roofing Material Roof – B and C NA ND NA 160 RB-RM3-02 161 RB-RM3-03 162 RB-RT3-01 Black Roofing Tar All Roofs NA ND NA 163 RB-RT3-02 164 RB-RT3-03 165 RB-WC3-01 White Window Caulk Roof – B (Skylight Windows) NA ND NA 166 RB-WC3-01 167 RB-WC3-01 HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 15 TABLE 1 SUMMARY OF RESULTS FROM LABORATORY ANALYSIS FOR SUSPECT ACM FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA Figure Key Sample ID Material Description Material Locations Friable (F)/ Non-Friable (NF) Analytical Result (% ACM1 ) Quantity2 168 RB-AS2-01 Asphalt Shingles Roof – B/C Transition NA ND NA 169 RB-AS2-02 170 RB-AS2-03 171 RB-RM4-01 Roofing Material Roof – D and H NA ND NA 172 RB-RM4-02 173 RB-RM4-03 174 RB-RC2-01 Pink Caulk Roof – H (South Wall) NA ND NA 175 RB-RC2-02 176 RB-RC2-03 177 RB-RM5-01 Roofing Material Roof – E NF 10% Chry 12,200 SF 178 RB-RM5-02 179 RB-RM5-03 180 RB-EJ3-01 White Expansion Joint Exterior – North A12 (Behind Metal Vertical Seams) NF 3% Chry 400 LF 181 RB-EJ3-02 182 RB-EJ3-03 Assumed ACM NA NA Fire Doors Throughout NA NA 25 NA NA Elevator Equipment Elevators NA NA 6 HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 16 TABLE 1 SUMMARY OF RESULTS FROM LABORATORY ANALYSIS FOR SUSPECT ACM FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA Notes: Figure Key above corresponds to the sample key table on the figures. Bolded result indicates detection of ACM greater than or equal to 1%. Color description of a material may vary between field observation and laboratory description. Material Location in the format of a letter followed by a number indicates room number—for example, B71 (“B” conveys area, “7” conveys floor number, and “1” conveys room number). Samples 65-67 are not included in the table as they were not submitted to the laboratory. The samples collected were of a material that should not have been sampled. 1 AHERA defines ACM as any material or product that contains more than 1% asbestos. 2 Quantities for non-ACM materials are not required. 3 EPA defines ACM as greater than 1% asbestos. These materials contain <1% asbestos; therefore, the materials are not regulated for disposal purposes. However, the materials do contain asbestos, if the materials are disturbed, OSHA regulations must be followed, and personal protective equipment must be used. ” Inches ’ Feet % Percent ACM Asbestos-containing material AHERA Asbestos Hazard and Emergency Response Act of 1986 Chry Chrysotile EPA U.S. Environmental Protection Agency ID Identification LF Linear feet NA Not applicable ND Not detected SF Square feet TSI Thermal systems insulation HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 17 7.0 LBP FINDINGS A summary of screening results for LBP by use of the XRF spectrometer at the subject property building appears in Table 2 below. A bolded result in Table 2 indicates where LBP was detected at a concentration greater than or equal to 1.0 mg/cm2. Some LBP quantities in Table 2 may be combined to avoid duplicate quantities of commingled materials. Figures 1 through 9 in Appendix A show any positive (greater than or equal to 1.0 mg/cm2) results for LBP screening. HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 18 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 Calibration Blank 0.00/0.00/0.00 NA NA Calibration Standard 1.08/1.12/1.12 NA NA 12 Blue B71 – South Wall Door Frame Metal 1.73 Yes 12 LF 13 Yellow B71 – South Wall Door Frame Metal 1.12 Yes 6 LF 14 White B71 – Southwest Corner Wall Corner Concrete 0.04 NA NA 15 White B71 – Southwest Corner Wall Corner Concrete 0.03 No NA 16 White B71 – Southwest Corner Wall Corner Metal 0.01 No NA 17 White B71 – Southwest Corner Wall Corner Concrete 0.03 No NA 18 Grey B71 – Southwest Corner Breaker Box Metal 5.00 Yes 5 SF 19 White B71 – B Wall (West) Windowsill Windowsill Concrete 0.01 NA NA 20 White B71 – B Wall (West) Baseboard Concrete 0.00 NA NA 21 White B71 – B Wall (West) Windowsill Concrete 0.18 NA NA 22 White B71 – B Wall (West) Baseboard Concrete 0.06 NA NA 23 Grey B71 – B/C Corner (Northeast) Post Metal 5.00 Yes 10 LF 24 Blue B71 – C Wall (East) Post Metal 0.53 NA NA 25 Blue B71 – Center Post Metal 5.00 Yes 60 LF 26 Black B71 – Center Plumbing Metal 0.09 NA NA 27 Blue B71 – A Wall Door Metal 0.01 NA NA 28 White B73 – A Wall Windowsill Concrete 0.00 NA NA 29 Blue B73 – A Wall Wall Guard Metal 0.00 NA NA 30 Blue B73 – A Wall Post Metal 0.32 NA NA 31 Black B73 – B Wall Plumbing Metal 0.05 NA NA 32 White B73 – C Wall (North) Window Trim Concrete 0.00 NA NA 33 Clear Glazing B73 – C Wall Wall Block 0.01 NA NA 34 Blue B73 – D Wall Door Frame Metal 1.70 Yes 25 LF 35 Blue B73 – D Wall Door Wood 0.00 NA NA 36 Blue B73 – D Wall Door Metal 0.05 NA NA 37 Blue B73 – C Wall Wall Rail Guard Metal 0.66 NA NA HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 19 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 38 Blue B73 – D Wall Roof Ladder Metal 0.05 NA NA 39 Grey B74 – A Wall Escape Hatch Metal 1.34 No 10 SF 40 White B72 – A Wall Windowsill Concrete 0.00 NA NA 41 White B72 – Center Post Metal 5.00 Yes 220 LF 42 Black B72 – Center Plumbing Metal 0.00 NA NA 43 Blue Elevator Room Door Metal 5.00 Yes 60 SF 44 Grey B72 – C Wall Door Metal 5.00 Yes 60 SF 45 Blue Elevator Room Door Post Metal 0.19 NA NA 46 Blue Elevator Room – B Wall Wall Guard Metal 0.00 NA NA 47 Blue Elevator Room Noll Post Metal 0.53 NA NA 48 Blue Elevator Room Handrail Metal 0.15 NA NA 49 Grey Elevator Room Stringer Concrete 0.05 NA NA 50 Grey Elevator Room Steps Concrete 0.00 NA NA 51 Blue Elevator Room Elevator Doors Wood 0.00 NA NA 52 Blue Elevator Room Door Trim Metal 0.81 NA NA 53 Yellow Elevator Room Door Trim Metal 0.23 NA NA 54 Grey C71 – B Wall Door Metal 0.84 NA NA 55 Grey C71 – B Wall Door Metal 1.06 Yes 80 SF 56 Grey C71 – B Wall Door Frame Metal 2.79 Yes 25 SF 57 Grey C71 – B Wall Elevator Door Frame Metal 2.20 Yes 50 SF 58 Grey C71 – B Wall Elevator Door Metal 4.31 Yes 60 SF 59 Grey C72 – A Wall Door Metal 0.40 NA NA 60 Grey C71 – C Wall Door Metal 0.51 NA NA 61 Green C72 – A Wall Steel Beam Metal 5.00 Yes 525 LF 62 Grey C72 – B Wall Door Frame Metal 0.10 NA NA 63 Grey C72 – B Wall Staircase Door Metal 0.50 NA NA 64 Red C73 – Center Fire Plumbing Metal 0.32 NA NA 65 Grey C73 – A Wall Door Metal 0.28 NA NA 66 Green C72 – Center Steel Framing Metal 5.00 Yes 525 LF2 HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 20 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 67 Green C71 – Center Pipe Wrap Metal 1.43 Yes 232 LF 68 Grey C71 – Center Equipment Metal 0.08 NA NA 69 Green C71 – Center Structural Steel Metal 5.00 Yes 750 LF 70 Blue B73 – Center Post Metal 0.55 NA NA 71 Grey B71 – Ceiling I - Beam Metal 5.00 Yes 250 LF 72 Grey B73 – Ceiling I - Beam Metal 5.00 Yes 1,800 LF 73 Black B74 – Ceiling I - Beam Metal 5.00 Yes 2,000 LF 74 Black B74 – Post Post Metal 5.00 Yes 200 LF 75 Grey H71 – Roof Access Room Wall C Door Metal 0.77 NA NA 76 Grey H71 –B Wall Door Metal 0.55 NA NA 77 Grey H71 –B Wall Door Frame Metal 2.94 Yes 20 LF 78 Grey H71 –C Wall Door Joist Metal 0.81 NA NA 79 Grey H71 – Roof Access Room Wall Wood 5.00 Yes 120 SF 80 Grey H71 – Roof Access Room Fire Piping Metal 5.00 Yes 60 LF 81 Black H71 – Roof Access Room Wall Blaster 0.00 NA NA 82 Green Elevator Room – Ceiling Structural Steel Metal 5.00 Yes 100 LF 83 Red B72 – Ceiling Structural Steel Metal 5.00 Yes 1,000 LF 84 Grey Restroom – South Wall Door Frame Metal 4.10 Yes 20 LF 85 Grey Restroom – South Wall Door Metal 0.30 NA NA 86 Grey Restroom – South Wall Pipe Metal 1.00 No 10 LF 87 Grey Restroom – South Wall Pipe Metal 1.00 No 10 LF2 88 Grey Restroom – South Wall Wall Divider Plaster 0.18 NA NA 89 Grey Restroom – South Wall Wall Plaster 0.28 NA NA 90 White Restroom – South Wall Wall Plaster 0.37 NA NA 91 Grey Restroom – South Wall Ceiling Plaster 0.13 NA NA 92 Blue Staircase by Restrooms Door Frame Metal 1.04 Yes 40 LF 93 Blue Staircase by Restrooms Door Frame Metal 1.17 Yes 40 LF2 94 Blue Staircase by Restrooms Door Metal 0.82 NA NA 95 White Staircase by Restrooms Windowsill Concrete 0.00 NA NA HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 21 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 96 Blue B61 Staircase Metal 0.00 NA NA 97 Green B61 – Steps to Roof Door Jamb Metal 0.63 NA NA 98 White B61 Column Concrete 0.00 NA NA 99 Black B61 Plumbing Drain Metal 0.12 NA NA 100 Blue B61 Elevator Door Wood 0.00 NA NA 101 Blue B61 Elevator Door Trim Metal 0.76 NA NA 102 Blue B61 Elevator Door Trim Metal 1.44 Yes 35 LF 103 Yellow B61 Elevator Door Trim Metal 0.04 NA NA 104 Blue B61 – by Elevator Wall Guard Metal 0.19 NA NA 105 Red B61 Fire Extinguisher Marking Wood 0.48 NA NA 106 Blue B62 Door Metal 0.03 NA NA 107 Blue B62 Door Trim Metal 4.99 Yes 60 LF (3 Doors) 108 White B62 Baseboard Concrete 0.00 NA NA 109 Silver B62 Ceiling Concrete 0.00 NA NA 110 Blue B63 Door Trim Metal 5.00 Yes 20 LF 111 Blue B63 Door Metal 0.00 NA NA 112 Grey B64 Wall Guard Metal 1.81 Yes 120 LF / 30 SF 113 Green B63 Door Trim Metal 5.00 Yes 20 LF 114 Silver B63 – NE Corner (4D Walls) Door Trim Metal 2.04 Yes 20 LF 115 Green C64 Restroom, Women’s D Wall Wall Plaster 1.24 Yes 350 SF 116 White C64 Restroom, Women’s D Wall Wall Plaster 0.26 NA NA 117 Green C64 Restroom, Women’s B Wall Wall Plaster 0.77 NA NA 118 White C64 Restroom, Women’s B Wall Toilet Stool Porcelain 5.00 No 4 Stools, 1 Urinal 119 Grey C64 Restroom, Men’s Wall Plaster 0.22 NA NA 120 White C64 Wall Plaster 0.54 NA NA 121 Grey C64 Restroom Door Metal 0.36 NA NA 122 Green C64 Staircase Door Trim Metal 5.00 Yes 20 LF 123 Silver C64 Elevators Door Trim Metal 1.26 Yes 110 LF 124 Olive Grey C64 – C Wall Beam Wood 0.30 NA NA HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 22 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 125 Grey C64 – C Wall Beam Wood 0.48 NA NA 126 White C63 – Center Post Metal 2.42 Yes 150 LF 127 White C63 – Center Wall Concrete 0.38 NA NA 128 Grey C63 –A Wall I Beam Metal 0.24 NA NA 129 Grey C63 – Ceiling I Beam Metal 1.28 Yes 400 LF 130 Blue C63 –A Wall Door Metal 0.51 NA NA 131 Blue C63 –A Wall Door Trim Metal 1.47 Yes 80 LF (3 Doors) 132 White C61 Post Concrete 0.58 NA NA 133 Blue C61 Door Trim Metal 0.75 NA NA 134 Blue C61 – D Wall Door Metal 1.12 Yes 24 SF (1 Door) 135 Red C61 – D Wall Fire Pipe Metal 0.66 NA NA 136 Blue C61 – A Wall Door Frame Metal 0.66 NA NA 137 Blue C61 – A Wall Door Metal 0.07 NA NA 138 Blue C61 – A Wall Door Metal 2.00 Yes 11 SF (4 Doors) 139 White C62 - D Wall Post Plaster 0.51 NA NA 140 Blue C62 – A Wall Window Frame Metal 0.70 NA NA 141 Blue C62 – A Wall Window Frame Metal 0.24 NA NA 142 White C62 – A Wall Wall Trim Metal 0.01 NA NA Calibration Blank 0.00/0.00/0.00 NA NA Calibration Standard 1.08/1.10/1.07 NA NA Calibration Blank 0.00/0.00/0.00 NA NA Calibration Standard 1.17/1.13/1.12 NA NA 155 Grey E51 – D Wall Door Frame Metal 0.26 NA NA 156 Red E51 – B Wall Wall Guard Metal 0.03 NA NA 157 Red E51 Fire Pipe Stand Metal 0.41 NA NA 158 White E51 Column Concrete 0.00 NA NA 159 Orange E51 Elevator Door Metal 0.00 NA NA 160 Grey B65 – Men’s Restroom Door Metal 0.14 NA NA 161 Grey B65 – Men’s Restroom Column Concrete 0.24 NA NA HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 23 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 162 Grey B65 – Men’s Restroom Drainpipe Metal 0.13 NA NA 163 White B65 – Men’s Restroom Column Concrete 0.26 NA NA 164 White B65 – Men’s Restroom Standpipe Metal 0.10 NA NA 165 Grey B65 – Men’s Restroom Stall Divider Plaster 0.19 NA NA 166 Grey B65 Door Trim Metal 0.53 NA NA 167 Green B65 – Women’s Restroom Door Metal 0.50 NA NA 168 Green B65 – Women’s Restroom Door Trim Metal 5.00 Yes 40 LF 169 Green B65 – Women’s Restroom Column Concrete 0.54 NA NA 170 Green B65 – Women’s Restroom Stall Dividers Wood 0.75 NA NA 171 Black B65 – Women’s Restroom Pipe Metal 1.03 Yes 15 LF 172 Black B65 – Women’s Restroom Pipe Metal 0.59 NA NA 173 Dark Green B65 – Women’s Restroom Pipe Metal 0.61 NA NA 174 Red B65 – Center Fire Pipe Metal 1.56 Yes 200 LF 175 Red H61 – Center Fire Pipe Metal 0.87 NA NA 176 Red H61 – Center Fire Pipe Metal 0.64 NA NA 177 Red F61 – C Wall Fire Pipe Metal 4.00 No 650 LF 178 Red F61 Door Frame Metal 5.00 No 20 LF 179 Grey D61/H61 Connector Elevator Door Wood 0.05 NA NA 180 Grey D61/H61 Connector Elevator Door Frame Metal 0.83 NA NA 181 Green F61 – Center I-Beam Metal 0.38 NA NA 182 Green F61 – Center Piping Metal 0.61 NA NA 183 Grey F61 – Center Electrical Box Metal 0.04 NA NA 184 Orange F61 – Southwest Corner B Wall Elevator Door Metal 0.00 NA NA 185 Grey F61 – Southwest Corner Elevator Door Frame Metal 5.00 Yes 20 LF 186 Grey F61 – Southwest Corner Door and Door Trim Metal 1.00 Yes 20 LF2 187 Grey F61 Door and Door Trim Metal 1.27 Yes 20 SF 188 Green E61 Ceiling Metal 4.48 Yes 4,000 LF 189 Red E61 – C Wall Sprinkler Metal 4.48 Yes 115 LF Calibration Blank 0.00/0.00/0.00 NA NA HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 24 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 Calibration Standard 1.11/1.14/1.17 NA NA Calibration Blank 0.00/0.00/0.00 NA NA Calibration Standard 1.18/1.12/1.12 NA NA 214 White B51 – B Wall Wall CMU 0.00 NA NA 215 White B51 – D Wall Column Concrete 0.09 NA NA 216 Blue B51 – D Wall Door Trim Metal 4.36 No 160 LF 217 Blue B51 – D Wall Door Metal 1.08 Yes 160 LF 218 Blue B51 – C Wall Elevator Door Trim Metal 1.37 Yes 60 LF (3 Doors) 219 Blue B51 – C Wall Elevator Door Wood 0.00 NA NA 220 Red B51 – C Wall Fire Extinguisher Panel Wood 0.63 NA NA 221 Blue B55 – A Wall Door Metal 1.26 Yes 160 SF (4 Doors) 222 Blue B55 – A Wall Door Trim Metal 5.00 Yes 100 LF (8 Door Frames) 223 Grey B55 – A Wall Door Jamb Metal 0.72 NA NA 224 White B55 – D Wall Baseboard Concrete 0.00 NA NA 225 Blue B55 – B Wall Rail Guard Metal 0.83 NA NA 226 Blue B55 – B Wall Rail Guard Metal 0.79 NA NA 227 Blue B53 Door Frame Metal 1.80 No 40 LF 228 Blue B53 Door Metal 0.64 NA NA 229 Blue B53 – A Wall Wall Metal 0.03 NA NA 230 Grey B53 – C Wall Door Frame Metal 5.00 Yes 40 LF 231 Grey B53 – B Wall Door Braces Metal 2.04 Yes 10 LF 232 Silver B53 – Center Ceiling Foam 0.00 NA NA 233 Blue B54 – D Wall Rail Guard Metal 0.65 NA NA 234 Olive B54 – D Wall Door Metal 1.25 Yes 20 SF 235 Grey B54 – D Wall Door Frame Metal 5.00 Yes 20 LF 236 Blue B54 – C Wall Door Jamb Metal 0.09 NA NA 237 Blue B52 – C Wall Door Trim Metal 5.00 Yes 40 LF 238 Blue B52 – C Wall Door Metal 0.03 NA NA HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 25 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 239 Grey B52 – D Wall Door Trim Metal 5.00 Yes 27 LF 240 Green B52 – Center Column Concrete 0.26 NA NA 241 White B52 – Center Column Concrete 0.08 NA NA 242 Grey B56 – C Wall Drainpipe Metal 0.07 NA NA 243 Grey B56 – C Wall Door Frame Metal 1.00 Yes 15 LF 244 Grey Elevator Room – B56 – C Wall Door Frame Metal 5.00 Yes 15 LF2 245 Grey Elevator Room – B56 – A Wall Elevator Door Trim Metal 0.71 NA NA 246 White Elevator Room – B56 – C Wall Wall Plaster 0.00 NA NA 247 Grey Elevator Room – B56 – D Wall Door Wood 0.02 NA NA 248 Green C51 – Women’s Restroom – D Wall Wall Plaster 0.73 NA NA 249 Green C51 – Women’s Restroom – C Wall Door Metal 0.34 NA NA 250 Green C51 – Women’s Restroom – C Wall Door Trim Metal 2.26 Yes 40 LF 251 White C51 – Women’s Restroom – D Wall Wall Plaster 0.22 NA NA 252 White C51 – Women’s Restroom Toilet Stool Ceramic 5.00 Yes 4 Stools / 1 Urinal 253 Grey C51 – Men’s Restroom Door Metal 0.00 NA NA 254 Grey C51 – Men’s Restroom Door Trim Metal 1.59 Yes 40 LF 255 Grey C51 – Men’s Restroom – B Wall Wall Plaster 0.33 NA NA 256 White C51 – Men’s Restroom – B Wall Wall Plaster 0.51 NA NA 257 Red C51 – A Wall Pipe Metal 0.63 NA NA 258 Green C51 Pipe Bracket Metal 0.54 NA NA 259 Grey C51 – D Wall Elevator Trim Metal 0.37 NA NA 260 Grey C51 – D Wall Wall Concrete 0.71 NA NA 261 Grey C51 – B Wall Door Metal 4.29 Yes 160 SF 262 Grey C51 – B Wall Door Trim Metal 5.00 Yes 120 LF 263 Grey C51 – B Wall Wall Trim/Guard Metal 0.66 NA NA HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 26 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 264 Grey F61 – D Wall Door Trim Metal 5.00 Yes 60 LF 265 Grey F61 – D Wall Door Metal 0.88 NA NA 266 Grey F61 – D Wall Door Metal 0.37 NA NA 267 Green F51 – D Wall Door Wood 0.02 NA NA 268 Red F51 – Center Fire Pipe Metal 0.04 NA NA 269 Red G51 – Center Fire Pipe Metal 0.02 NA NA 270 Grey G51 – Center Elevator Door Frame Metal 0.05 NA NA 271 Blue G41 – B Wall Door Trim Metal 5.00 Yes 40 LF 272 Blue G41 – B Wall Door Metal 0.36 NA NA 273 Yellow G41 – D Wall Door Trim Metal 0.00 NA NA 274 Blue G41 – B Wall Door Trim Metal 0.02 NA NA 275 Blue G41 – B Wall Door Metal 1.00 No 20 SF 276 Blue G41 – B Wall Door Metal 0.09 NA NA 277 White G41 Wall Plaster 0.00 NA NA 278 Blue G41 – A Wall Door Wood 0.00 NA NA 279 Green G41 – Center Piping Metal 1.17 No 80 LF 280 Green G41 – Center Piping Metal 1.00 No 80 LF2 281 Blue G41 – D Wall Piping Metal 0.31 NA NA 282 Red G42 Fire Pipe Metal 0.39 NA NA 283 White F42 – A Wall Guard Pipe Metal 0.01 NA NA 284 White F42 – Center Column Metal 0.53 NA NA 285 Blue F42 – C Wall Door Frame Metal 0.25 NA NA 286 Blue F42 – C Wall Door Metal 0.87 NA NA 287 Blue F42 – C Wall Door Metal 0.74 NA NA 288 Blue F41 – D Wall Door Metal 0.02 NA NA 289 White F41 – Center Column Concrete 0.53 NA NA 290 Blue F41 – Center Column Concrete 0.60 NA NA 291 Blue Elevator Room – A43 Door Frame Metal 5.00 No 40 LF (2 Doors) 292 Blue Elevator Room – A43 Door Frame Metal 5.00 No 40 LF2 HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 27 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 293 Grey Elevator Room Elevator Door Metal 0.00 NA NA 294 Yellow Elevator Room Post Wood 0.00 NA NA 295 White Elevator Room – D Wall Wall Plaster 0.00 NA NA 296 White Elevator Room – D Wall Post Wood 0.00 NA NA 297 Red Elevator Room – D Wall Fire Piping Metal 0.12 NA NA 298 Blue Elevator Room – D Wall Piping Metal 0.00 NA NA 299 Blue A43 – C Wall Door Wood 0.00 NA NA 300 Blue A43 – C Wall Door Frame Wood 0.00 NA NA 301 Yellow A41 – D Wall Door Trim Wood 0.00 NA NA 302 Yellow A41 – D Wall Guard Rail Metal 0.13 NA NA 303 Red A41 – D Wall Fire Pipe Metal 0.25 NA NA 304 Yellow A41 – Center Post Wood 0.00 NA NA 305 White A41 – Center Post Wood 0.00 NA NA 306 White A42 – C Wall Door Trim Wood 0.00 NA NA 307 White A42 – C Wall Door Wood 0.00 NA NA 308 Yellow A42 – C Wall Guard Rail Ammonia Tank Metal 3.89 No 550 LF 309 Yellow A42 – C Wall Guard Rail Ammonia Tank Metal 0.76 NA NA 310 Grey A42 – C Wall Ammonia Piping Metal 0.00 NA NA 311 Red A42 – C Wall Ammonia Valves Metal 0.00 NA NA 312 Blue B41 – B Wall Door Trim Metal 0.05 NA NA 313 Blue B41 – B Wall Door Metal 0.00 NA NA 314 Yellow B41 Door Trim Metal 0.06 NA NA 315 White B41 – B Wall Block Wall Metal 0.00 NA NA 316 Blue B41 – Elevator C Wall Elevator Door Trim Metal 0.59 NA NA 317 White B41 – Elevator C Wall Door Wood 0.00 NA NA 318 White B41 – Center Ceiling PVC 0.00 NA NA 319 Blue B41 – C Wall Door Frame Metal 1.69 No 40 LF HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 28 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 320 Blue B41 – C Wall Door Metal 1.34 No 64 SF 321 Black B41 – Restroom Drainpipe Metal 0.00 NA NA 322 Grey B41 – Restroom Floor Concrete 0.00 NA NA 323 Blue B41 – Restroom Door Frame Metal 5.00 No 40 LF 324 Blue B41 – Restroom Door Metal 0.70 NA NA 325 White B41 – C Wall Pillar Concrete 0.43 NA NA 326 Blue B41 – D Wall Wall CMU 0.00 NA NA 327 White B42 – B Wall Pillar Concrete 0.06 NA NA 328 Yellow B42 – B Wall Bollard Metal 0.00 NA NA 329 Yellow B42 – Center Tank Guard Pipe Metal 0.19 NA NA 330 White B42 – Center Tank Piping Metal 0.02 NA NA 331 White B42 – C Wall Support Concrete 0.13 NA NA 332 Blue B42 – D Wall Door Frame Metal 0.20 NA NA 333 Orange B42 – D Wall Door Frame Trim Metal 3.20 Yes 20 LF 334 Baby Blue B42 – D Wall Door Wood 0.00 NA NA 335 Blue B42 – D Wall Guard Rail Metal 0.00 NA NA 336 Blue C41 – B Wall Door Frame Metal 4.30 Yes 60 LF (3 Doors) 337 Blue C41 – B Wall Door Metal 0.03 NA NA 338 Blue C41 – Center Post Metal 0.00 NA NA 339 Blue C41 – Center I-Beam Metal 1.34 No 80 LF 340 Blue C41 – B Wall Guard Rail Metal 0.02 NA NA 341 Blue C41 – D Wall Electrical Box Metal 0.02 NA NA 342 White C41 – C Wall Wall CMU 0.00 NA NA 344 Blue C42 – D Wall Door Metal 1.12 No 20 SF 345 Blue C42 – D Wall Door Metal 1.17 No 20 SF2 346 Blue C42 – D Wall Door Frame Metal 0.13 NA NA 347 Blue C42 – D Wall Door Frame Metal 0.03 NA NA 348 Blue C42 – B Wall Guarding Metal 0.82 NA NA 349 Blue C42 Guarding Metal 0.53 NA NA HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 29 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 350 Grey H41 Door Frame Metal 2.15 NA 25 LF 351 Grey H41 – Elevator Room Door Frame Metal 0.07 NA NA 352 Grey H41 – Staircase Door Frame Wood 1.69 Yes 20 LF 353 Grey H41 – Staircase Door Frame Metal 5.00 Yes 20 LF 354 Grey H41 – Staircase Door Frame Metal 0.02 NA NA Calibration Blanks 0.00/0.00/0.00 NA NA Calibration Standard 1.10/1.09/1.16 NA NA Calibration Blanks 0.00/0.00/0.00 NA NA Calibration Standard 1.15/1.12/1.10 NA NA 367 Blue Elevator Room Outside F41 – B Wall Door Trim Metal 0.06 NA NA 368 Blue Elevator Room Outside F41 – B Wall Door Metal 0.00 NA NA 369 Dark Green Elevator Room – A Wall Door Trim Metal 0.25 NA NA 370 Grey Elevator Room – A Wall Piping Metal 0.19 NA NA 371 Grey Elevator Room – D Wall Door Jamb Metal 2.01 No 20 LF 372 Red D41 – Hall Floor Concrete 0.00 NA NA 373 Red D41 – Hallway Overhead Conveyer Metal 0.40 NA NA 374 Grey E41 – A-D Wall Corner Door Metal 0.85 NA NA 375 White E41 – A Wall Piping Metal 0.45 NA NA 376 Blue E41 – A Wall Pipe Metal 0.62 NA NA 377 White E41 – Center Rafter Wood 0.51 NA NA 378 Grey E41 – A Wall Door Metal 0.35 NA NA 379 Grey E41 – B Wall Door Frame Metal 0.10 NA NA 380 Blue Elevator Room by F31 Door Frame Metal 0.01 NA NA 381 Blue Elevator Room by F31 Door Metal 0.05 NA NA 382 White Elevator Room by F31 Pipe Metal 0.00 NA NA 383 White Elevator Room by F31 Concrete Wall 0.00 NA NA 384 Yellow Elevator Room by F31 Door Trim Metal 0.01 NA NA HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 30 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 385 Yellow E31 – Center Column Concrete 0.00 NA NA 386 Off-White E31 – Center Column Concrete 0.02 NA NA 387 White E31 – Center Column Concrete 0.01 NA NA 388 White E31 – Center Ceiling Concrete 0.00 NA NA 389 White D31 – A Wall Tile Wall Tile 0.01 NA NA 390 White D31 – A Wall Door Frame Metal 0.31 NA NA 391 White D31 – A Wall Pilar Concrete 0.04 NA NA 392 Green D32 – D Wall I-Beam Metal 4.69 Yes 100 LF 393 White D32 – A Wall Wall Concrete 0.00 NA NA 394 Blue D32 – A Wall Door Frame Metal 0.20 NA NA 395 Yellow D32 – A Wall Door Frame Metal 0.00 NA NA 396 Blue D32 – A Wall Door Metal 0.40 NA NA 397 Yellow C33 – B Wall Pipe Metal 5.00 Yes 30 LF 398 Light Blue C33 – Center Door Frame Metal 0.00 NA NA 399 Dark Blue C33 – Center Door Frame Metal 0.00 NA NA 400 Blue C33 – Staircase Door Frame Metal 0.31 NA NA 401 Blue C31 – Staircase Door Metal 2.06 No 50 SF 402 White C31 – C Wall Column Concrete 0.34 NA NA 403 Blue C31 Piping Metal 0.49 NA NA 404 Blue D32 – Center Door Frame Metal 0.35 NA NA 405 White D32 – Center Pillar Concrete 0.00 NA NA 406 Blue D32 – Center Framing Metal 0.00 NA NA 407 Teal D32 – Center Piping TSI 0.10 NA NA 408 Yellow D32 – A Wall Guarding Metal 0.62 NA NA 409 White B31 – C Wall Pipe Metal 0.15 NA NA 410 Blue B31 – C Wall Elevator Door Frame Block 2.42 Yes 40 LF 411 Blue B31 – C Wall Elevator Door Wood 0.00 NA NA 412 Blue B31 – C Wall Door Frame Metal 1.00 No 29 LF 413 Blue B31 – C Wall Door Frame Metal 1.01 No 29 LF2 HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 31 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 414 Blue B31 – C Wall Door Metal 0.00 NA NA 415 Red B31 – B Wall Fan Wall Metal 0.32 NA NA 416 Red B31 – B Wall Guard Metal 0.05 NA NA 417 Blue B31 – Restroom Door Frame Metal 5.00 NA 80 SF 418 Blue B31 – Restroom Door Metal 0.53 NA NA 419 Blue B31 – Restroom Floor Concrete 0.30 NA NA 420 White B31 – Restroom Urinal Porcelain 0.01 NA NA 421 White B31 – Restroom Toilet Stool Porcelain 0.00 NA NA 422 Grey H31 – C Wall Door Metal 0.33 NA NA 423 White H31 – Center Ceiling Cork 0.00 NA NA 424 Yellow H31 – C Wall Guard Rail Metal 0.00 NA NA 425 Blue G31 – C Wall Door Trim Metal 0.00 NA NA 426 Blue G31 – C Wall Door Metal 0.46 NA NA 427 Blue G31 – B Wall Door Metal 0.01 NA NA 428 Blue G31 – B Wall Door Trim Metal 0.18 NA NA 429 White G31 – B Wall Door Wood 0.00 NA NA 430 White G31 – B Wall Door Trim Metal 0.00 NA NA 431 White G31 – Center Column Concrete 0.00 NA NA 432 Blue G31 – D Wall Door Trim Metal 4.01 Yes 40 LF 433 Blue G31 – D Wall Door Metal 0.00 NA NA 434 Blue G31 – D Wall Elevator Door Trim Metal 1.13 Yes 50 LF 435 Blue G31 – D Wall Doors Metal 0.00 NA NA 436 White F31 – B Wall Door Metal 0.00 NA NA 437 White F31 – B Wall Door Frame Metal 0.00 NA NA 438 White F31 – B Wall Wall Concrete 0.00 NA NA 439 Blue F31 – D Wall Door Metal 0.01 NA NA 440 Blue F31 – D Wall Door Frame Metal 0.00 NA NA HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 32 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 Calibration Blank 0.00/0.00/0.00 NA NA Calibration Standard 1.16/1.17/1.13 NA NA 447 White A34 – A Wall Door Frame Metal 0.00 NA NA 448 White A34 – A Wall I-Beam Metal 0.00 NA NA 449 White A34 – A Wall Paneling Metal 0.00 NA NA 450 Yellow A34 – C Wall Wash Station Metal 0.34 NA NA 451 Blue A34 – A Wall Door Trim Metal 0.07 NA NA 452 Blue A34 – A Wall Door Metal 0.49 NA NA 453 Red A36 – A Wall Door Frame Metal 0.00 NA NA 454 Blue A32 – Center Guard Rail Metal 0.89 NA NA 455 Blue A32 – D Wall Door Trim Metal 0.06 NA NA 456 Blue A32 – D Wall Door Metal 0.69 NA NA 457 White A32 – Center Column Concrete 0.00 NA NA 458 Blue A31 – C Wall Door Metal 0.03 NA NA 459 Blue A31 – C Wall Door Frame Metal 0.00 NA NA Calibration Blank 0.00/0.00/0.00 NA NA Calibration Standard 1.13/1.09/1.12 NA NA Calibration Blank 0.00/0.00/0.00 NA NA Calibration Standard 1.14/1.15/1.14 NA NA 475 Blue Elevator Room Near BB1 Elevator Door Frame Metal 0.07 NA NA 476 Blue Elevator Room Near BB1 Elevator Door Wood 0.00 NA NA 477 White Elevator Room Near BB1 – C Wall Wall Concrete 0.00 NA NA 478 Blue Elevator Room Near BB1 – C Wall Door Metal 2.14 No 100 LF (5 Doors) 479 Blue Elevator Room Near BB1 – C Wall Door Frame Metal 1.32 No 20 SF (1 Door) 480 Blue Wall Guard – C Wall Guard Rail Metal 0.50 NA NA 481 White BB1 – Guard – A Wall Wall Concrete 0.00 NA NA 482 Blue BB1 – A Wall Guard Rail Metal 2.13 No 200 LF HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 33 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 483 White BB1 – Center Column Concrete 0.00 NA NA 484 White CB1 – B Wall Door Frame Metal 0.09 NA NA 485 Blue CB1 – D Wall Door Frame Metal 0.39 NA NA 486 Blue CB1 – D Wall Door Metal 3.32 Yes 80 LF (4 Doors) 487 Grey CB1 – D Wall Door Trim Metal 0.38 NA NA 488 Red CB1 – Center Door Wood 0.22 NA NA 489 Orange CB1 – Center Piping Metal 0.16 NA NA 490 White CB1 – Elevator Room – D Wall Wall Concrete 0.00 NA NA 491 Green CB1 – Elevator Room – A Wall Door Trim Metal 0.36 NA NA 492 White DB1 – C Wall Door Trim Metal 0.00 NA NA 493 White DB1 – C Wall Door Metal 0.00 NA NA 494 White DB1 – Center Column Concrete 0.00 NA NA 495 Yellow DB1 – A Wall Bollard Metal 0.59 NA NA 496 White EB1 – Center Column Concrete 0.00 NA NA 497 White EB1 – D Wall Door Frame Metal 0.00 NA NA 498 White EB1 – D Wall Door Metal 0.00 NA NA 499 White FB1 – Center Column Metal 0.00 NA NA 500 Yellow FB1 – B Wall Guard Rail Metal 1.00 No 10 LF 501 Yellow FB1 – B Wall Guard Rail Metal 1.00 No 10 LF2 502 Grey FB3 – D Wall Door Frame Metal 1.00 No 20 LF 503 Grey FB3 – D Wall Door Frame Metal 0.00 NA NA 504 Grey FB3 – D Wall Door Metal 0.32 NA NA 505 Yellow FB3 – C Wall Piping Metal 5.00 Yes 20 LF 506 Green FB3 – C Wall Piping Metal 0.66 NA NA 507 Grey FB3 – B Wall Window Sash Wood 0.26 NA NA 508 White GB1 – B Wall Wall Concrete 0.00 NA NA 509 White GB1 – Center Ceiling Concrete 0.01 NA NA 510 Blue GB1 – B Wall Door Frame Metal 0.37 NA NA 511 Blue GB1 – B Wall Door Metal 0.82 NA NA HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 34 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 512 Blue HB1 – A Wall Door Frame Metal 0.00 NA NA 513 Blue HB1 – A Wall Door Metal 0.03 NA NA 514 White HB1 – Center Column Concrete 0.00 NA NA 515 Yellow HB1 – B Wall Guard Metal 0.64 NA NA 516 Blue HB1 – B Wall Equipment Stand Metal 0.50 NA NA 517 Grey HB1 – Elevator Room – D Wall Door Frame Metal 4.76 Yes 20 LF 518 Grey HB1 – A Wall Wall Wood 0.01 NA NA 519 Blue AB1 – D Wall Door Frame Metal 0.36 NA NA 520 Blue AB1 – D Wall Door Wood 0.00 NA NA 521 White AB1 – Center Column Concrete 0.48 NA NA 522 Yellow AB1 – D Wall Door Frame Metal 0.00 NA NA 523 Blue AB1 – A Wall Handrail Metal 0.28 NA NA 524 Red AB1 – D Wall Door Frame Metal 0.02 NA NA 525 Red AB1 – D Wall Door Wood 0.54 NA NA 526 Blue AB1 – C Wall Door Frame Metal 0.20 NA NA 527 Blue AB1 – C Wall Door Metal 0.02 NA NA 528 Yellow AB1 – Center Pipe Metal 2.85 No 200 LF 530 Blue AB1 – Center Stairs Knoll Post Metal 0.00 NA NA 531 Grey AB1 – Center Stairs String Metal 0.01 NA NA 532 Brown AB1 – C Wall Closet Wall Wood 0.00 NA NA 533 Blue AB2 – B Wall Door Frame Metal 2.09 Yes 110 LF 534 Blue AB2 – B Wall Door Wood 0.00 NA NA 535 Blue AB2 – Center Guard Rail Metal 0.00 NA NA 536 White AB2 – C Wall Wall Block 0.00 NA NA 537 Blue AB3 – A Wall Door Frame Metal 0.14 NA NA 538 Blue AB3 – A Wall Door Metal 0.02 NA NA 539 Blue AB3 – A Wall Guard Rail Metal 0.61 NA NA 540 Blue AB4 – D Wall Door Frame Metal 1.49 No 20 LF 541 Blue AB4 – D Wall Door Wood 0.00 NA NA HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 35 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 542 Blue AB4 – D Wall Guard Rail Metal 0.41 NA NA 543 Grey AB4 – D Wall Tank Concrete 0.03 NA NA 544 Blue AB4 – D Wall Piping Metal 0.00 NA NA 545 Blue AB1 – Restroom – C Wall Door Frame Metal 0.19 NA NA 546 Blue AB1 – Restroom – C Wall Door Metal 0.12 NA NA 547 Blue AB1 – Restroom – C Wall Wall Concrete 0.00 NA NA 548 White AB1 – Restroom – C Wall Wall Block 0.00 NA NA 549 White AB1 – Restroom – C Wall Sink Porcelain 0.02 NA NA 550 White AB1 – Restroom – Center Ceiling Plaster 0.00 NA NA 551 White AB1 – Restroom – D Wall Window Wood 0.04 NA NA 552 Blue AB1 – Restroom – D Wall Toilet Stool Porcelain 0.02 NA NA 553 Blue Lunchroom – Center Door Trim Wood 0.00 NA NA 554 Light Blue Lunchroom – Center Wall Drywall 0.00 NA NA 555 Dark Blue Lunchroom – Center Wall Drywall 0.00 NA NA 556 Light Blue Lunchroom – Center I Beam Metal 3.52 No 10 LF 557 White Lunchroom – Center Ceiling Drywall 0.00 NA NA 558 Blue A13 – Dock Door Frame Metal 0.02 NA NA 559 Blue A13 – Dock Door Metal 0.00 NA NA 560 Yellow A13 – Dock – C Wall Guard Rail Metal 0.00 NA NA 561 White A13 – Dock – B Wall Base Trim Concrete 0.00 NA NA 562 Yellow A13 – Dock – B Wall Door Frame Metal 2.34 Yes 250 LF 563 Yellow A13 – D Wall Guard Rail Metal 0.00 NA NA 564 White A13 – A Wall Wall Concrete 0.00 NA NA 565 Brown A13 – C Wall Door Frame Metal 3.86 No 40 LF 566 Brown A13 – C Wall Door Wood 0.00 NA NA 567 White A14 – D Wall I Beam Metal 5.00 No 150 LF 568 Yellow A14 – C Wall Post Metal 5.00 No 370 LF 569 Blue Elevator Room near A11 Door Frame Metal 2.95 Yes 50 LF 570 Blue Elevator Room near A11 Door Wood 0.00 NA NA HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 36 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 571 Yellow Elevator Room near A11 Guard Rail Metal 5.00 Yes 68 LF 572 Blue A11 – A Wall Door Frame Metal 5.00 Yes 160 LF 573 Blue A11 – A Wall Door Metal 1.81 Yes 100 SF 574 Grey A11 – Center Pipe Metal 0.01 NA NA 575 Yellow A11 – A Wall Guard Rail Metal 0.00 NA NA 576 White A11 – C Wall Corner Guard Metal 5.00 Yes 60 LF 577 Red A11 – D Wall Pipe Metal 0.56 NA NA 578 Yellow A11 – D Wall Pipe Metal 2.36 Yes 40 LF 579 Blue A12 – B Wall Door Frame Metal 0.22 NA NA 580 Blue A12 – B Wall Door Metal 0.15 NA NA 581 Black A12 – B Wall Ceiling Cork 0.00 NA NA 582 Blue A12 – D Wall Guard Rail Metal 0.21 NA NA 583 White G11 – Center Column Concrete 0.00 NA NA 584 Yellow G11 – D Wall Pipe Metal 0.08 NA NA 585 White G11 – B Wall Door Frame Metal 0.29 NA NA 586 White G11 – B Wall Door Metal 0.91 NA NA 587 White G11 – B Wall Door Metal 2.16 No 30 SF 588 Blue G11 – B Wall Door Frame Metal 0.03 NA NA 589 Blue G11 – B Wall Door Wood 0.01 NA NA 590 White F11 – Center Column Concrete 0.00 NA NA 591 Yellow F11 – D Wall Pipe Metal 0.84 NA NA 592 Yellow F11 – D Wall Door Frame Metal 0.00 NA NA 593 Blue E11 – B Wall Door Frame Metal 2.63 Yes 300 SF 594 Blue E11 – B Wall Door Metal 0.02 NA NA 595 Blue E11 – Center Pipe Metal 0.39 NA NA 596 Brown E11 – A Wall Door Metal 0.10 NA NA 597 Yellow E11 – A Wall Guard Rail Metal 0.49 NA NA 598 Blue D11 – D Wall Pipe Metal 0.00 NA NA 599 Yellow D11 – Center Guard Rail Metal 0.65 NA NA HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 37 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 600 White D11/E11 Elevator Room Door Frame Metal 0.02 NA NA 601 White D11/E11 Elevator Room Door Metal 0.00 NA NA 602 White D11/E11 Elevator Room Wall Concrete 0.00 NA NA 603 Blue D11/E11 Elevator Room Handrail Metal 0.47 NA NA 604 Yellow D12 – B Wall Door Trim Metal 0.00 NA NA 605 Yellow D12 – B Wall Guard Rail Metal 0.56 NA NA 606 Blue D12 – D Wall Door Frame Metal 0.15 NA NA 607 Blue D12 – D Wall Door Metal 0.19 NA NA 608 Blue C11 – Elevator Room Door Metal 0.00 NA NA 609 Yellow C13 – A Wall Wall Guard Metal 0.29 NA NA 610 Blue C13 – B Wall Door Metal 0.84 NA NA 611 Yellow C13 – B Wall Door Frame Metal 0.33 NA NA 612 Blue C11 – C Wall Door Frame Metal 0.00 NA NA 613 White C11 – Dock I Beam Metal 0.00 NA NA 614 Yellow C11 – Dock Door Frame Wood 0.00 NA NA 615 Blue B11 – D Wall Door Metal 5.00 No 50 SF 616 Blue B11 – D Wall Door Frame Metal 5.00 No 50 SF 617 Red B11 – B Wall Pipe Metal 0.35 NA NA 618 Blue B11 – Center Guard Rail Metal 0.71 NA NA 619 Grey B11 – B Wall Wall Guard Metal 0.08 NA NA 620 Blue B11 – Elevator Room Door Metal 0.38 NA NA 621 Blue B11 – Elevator Room Door Frame Metal 0.00 NA NA 622 Blue B11 – Elevator Room Door Frame Metal 5.00 No 100 SF 623 Blue B11 – Elevator Room Door Wood 0.00 NA NA 624 Blue B11 – Elevator Room Wall Brick 0.00 NA NA 625 Yellow B11 – Elevator Room Bollards Metal 0.00 NA NA 626 Blue H11 – B Wall Door Metal 0.33 NA NA 627 Blue H11 – B Wall Door Frame Metal 0.22 NA NA 628 Blue H11 – B Wall Guard Rail Metal 1.18 No 10 LF HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 38 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 629 White H11 – B Wall Wall Concrete 0.00 NA NA 630 Grey H11 – Elevator Room – B Wall Door Metal 1.28 Yes 15 SF 631 White H11 – Elevator Room – C Wall Wall Concrete 0.00 NA NA Calibration Blank 0.00/0.00/0.00 NA NA Calibration Standard 1.13/1.14/1.18 NA NA Calibration Blank 0.00/0.00/0.00 NA NA Calibration Standard 1.11/1.11/1.12 NA NA 644 White A22 – A Wall Wall Concrete 0.00 NA NA 645 Blue A22 – Center Guard Rail Metal 1.00 No 200 LF 646 Blue A22 – Center Guard Rail Metal 1.15 No 200 LF2 647 Blue A22 – A Wall Door Frame Metal 0.11 NA NA 648 Red A21 – Center Fire Pipe Metal 0.00 NA NA 649 Blue A21 – Elevator Room – D Wall Door Frame Metal 0.00 NA NA 650 Blue A21 – Elevator Room – D Wall Door Wood 0.00 NA NA 651 Red A21 – Elevator Room – B Wall Pipe Metal 0.10 NA NA 652 Blue G21 – B Wall Door Frame Metal 0.01 NA NA 653 Blue G21 – B Wall Door Metal 0.27 NA NA 654 Blue G21 – B Wall Staircase Door Trim Metal 0.00 NA NA 655 White G21 – B Wall Elevator Door Trim Metal 0.00 NA NA 656 White G21 – B Wall Elevator Door Wood 1.10 No 80 SF 657 White G21 – A Wall Wall Divider Metal 0.70 NA NA 658 White G21 – A Wall Wall Divider Metal 0.07 NA NA 659 Grey G22 – C Wall Door Metal 0.47 NA NA 660 Blue F21 – B Wall Door Frame Metal 0.00 NA NA 661 Blue F21 – B Wall Door Wood 0.00 NA NA 662 White E21 – Elevator Room – C Wall Door Trim Metal 0.08 NA NA 663 White E21 – Elevator Room – C Wall Door Wood 0.00 NA NA 664 Blue E21 – Elevator Room – C Wall Handrail Metal 0.41 NA NA 665 White E21 Door Frame Metal 0.00 NA NA HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 39 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 666 White E21 Door Wood 0.10 NA NA 667 Black E21 – Southwest Staircase Handrail Metal 0.70 NA NA 668 White E21 – Southwest Adjust Room Trim Wood 2.45 No 50 SF 669 Black E21 – Southwest Adjust Room Ceiling Pipe Metal 0.64 NA NA 670 Grey C22 – Elevator Room – A Wall Wall Concrete 0.82 NA NA 671 Silver C22 – Elevator Room – Center Pipe Metal 0.00 NA NA 672 White C22 – Elevator Room – Center Ceiling I Beam Metal 2.30 No 15 LF 673 White C22 – Elevator Room – Center Ceiling Wall Cork 0.23 NA NA 674 Green C22 – B Wall Pipe Metal 0.49 NA NA 675 Beige C22 – B Wall Pipe Metal 0.26 NA NA 676 Teal C22 – C Wall Cabinet Metal 0.64 NA NA 677 Beige C22 – Locker Room Door Metal 0.64 NA NA 678 White C22 – Locker Room Stool Porcelain 5.00 No 4 Toilets 679 White B21 – Stair Restroom – A Wall Wall Concrete 0.32 NA NA 680 Blue B21 – Stair Restroom – A Wall Wall CMU 0.00 NA NA 681 Blue B21 – Stair Restroom – A Wall Door Trim Metal 1.44 Yes 40 LF 682 Blue B21 – Stair Restroom – A Wall Door Metal 1.28 Yes 40 SF 683 Blue B21 – Elevator Staircase Landing Door Frame Metal 1.65 Yes 20 LF 684 Blue B21 – Elevator Door Frame Metal 0.78 NA NA 685 Blue B21 – Elevator Door Metal 0.00 NA NA 686 Red B21 – A Wall Pipe Metal 0.10 NA NA 687 White B21 – Center Pipe Metal 0.20 NA NA 688 Green B21 – C Wall Door Frame Metal 1.00 Yes 20 LF 689 Green B21 – C Wall Door Frame Metal 1.26 Yes 20 LF2 690 Green B21 – C Wall Wall Guard Metal 2.78 Yes 120 LF 691 Blue C22 – Elevator Room Door Trim Metal 0.00 NA NA HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 40 TABLE 2 SUMMARY OF LBP SCREENING RESULTS FORMER RATH BUILDINGS, 1442, 1508, 1620, AND 1656 SYCAMORE STREET, WATERLOO, IOWA XRF Screening No.4 Paint Color Location Component Substrate XRF Reading (mg/cm2) Damaged1 Quantity3 692 White C22 – B Wall I Beam Metal 0.14 NA NA 693 Blue B23 – B Wall Door Frame Metal 0.00 NA NA 694 Blue B23 – B Wall Door Metal 0.42 NA NA 695 Blue B23 – A Wall Guard Rail Metal 0.63 NA NA 696 Green B23 – C Wall Valve Metal 0.19 NA NA Notes: Location in the format of letter followed by a number indicates room number—for example, B71 (“B” conveys area, “7” conveys floor number, and “1” conveys room number). 1 This column identifies damaged LBP surfaces. If no damage is present before renovation activities, preliminary removal of chipping and peeling paint is not necessary prior to the encapsulation process. 2 This quantity is included with another quantity to avoid a duplicate quantity of commingled materials. 3 Quantities of non-LBP are not required. 4 XRF reading numbers are in sequential order; skipped numbers indicate calibration and/or null readings. CMU Concrete masonry unit LBP Lead-based paint LF Linear feet mg/cm2 Milligrams per square centimeter NA Not applicable No. Number SF Square feet XRF X-ray fluorescence HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 41 8.0 PCB FINDINGS The laboratory report in Appendix E conveys the analytical results from bulk samples of suspect PCB-containing caulk materials. Ten samples of caulk were collected throughout the subject property building. No PCBs were detected in any sample; therefore, no summary table is provided. HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 42 9.0 FINDINGS AND RECOMMENDATIONS The following findings and recommendations are based on observations during the survey and analytical results from samples collected at the subject property building: 9.1 Asbestos-Containing Material (ACM) The survey identified the following regulated ACM: • White pipe insulation (approximately 4,700 linear feet [LF]) throughout the building; • Green pipe insulation (approximately 300 LF) on the 7th floor – C71, C72; • Heater insulation (approximately 1,700 square feet [SF]) on the 5th and 7th floor; • Black Felt-Wrapped (Foam) Pipe Insulation (approximately 1,100 LF) on the roofs, 7th floor, and C51; • Black door caulk (approximately 280 LF) on elevator doors; • Boiler insulation and scattered pipe debris (approximately 1,500 SF) on the 6th floor – C64, C71, C72, B56, C51, and G51; • Transite wall panels (approximately 4,450 SF) in the 6th floor H area and E61; • Black duct sealant (approximately 300 SF) in the 6th floor G area, A3, and C64; • Aircell pipe insulation (approximately 550 LF) in C51, E51, G22, basement boiler room, and east abandoned bathroom; • Asphalt shingles (approximately 11,500 SF) on the upper columns and ceiling of B55, B53, and C11; • White tank insulation (approximately 100 SF) in G22 and CB1; • Green 9- by 9-inch vinyl floor tile and black mastic (approximately 4,500 SF) in the C22 – lab area; • Brown 12- by 12-inch vinyl floor tile and black mastic (approximately 120 SF) in the C22 – lab hallway; • Silver-painted pipe insulation (approximately 200 LF) in the C22 – lab area; • White door caulk (approximately 8 LF) on the west exterior loading dock door; • Corrugated transite panels (approximately 2,500 SF) on the northwest office roof and southwest rail dock wall; • Old grey caulk (approximately 30 LF) on north exterior street-level windows; • Grey/silver roofing tar (approximately 6,000 SF) on all roofs; • White roofing caulk (approximately 60 LF) on the A roof; • Roofing material (approximately 12,200 SF) on the E roof; and HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 43 • White expansion joint (approximately 400 LF) on vertical seams behind metal along the north exterior wall. In addition, fire doors and elevator equipment observed throughout the building are assumed to be ACM. These locations were not sampled because of concerns with structural damage. All regulated ACM listed above should be removed by a licensed asbestos abatement contractor before demolition work disturbs the material. The removed waste must be transported to a disposal site approved to accept both friable and non-friable ACM. If the building is to be renovated and plans do not include disturbing any of the above ACM materials, they may remain in place. 9.2 Lead-Based Paint (LBP) Approximately 2,194 SF and 17,804 LF of various colors of LBP were identified on a variety of substrates throughout the building—including, but not limited to, door frames, doors, posts, steel beams, piping, door trim, wall guards, elevator door frames, and elevator doors. Widespread occurrence of LBP precluded documentation of specific locations. HUD considers LBP as paint with lead levels greater than or equal to 1.0 mg/cm2. If the LBP surfaces are impacted during renovations or during demolition, the Toeroek Team recommends the contractor conducting the renovations comply with OSHA Lead in Construction Standard, Title 29 of Code of Federal Regulations (CFR), Part 1926.62. If the materials containing LBP are removed during renovation activities, a sample should be collected from the debris pile for Toxicity Characteristic Leaching Procedure (TCLP) analysis (40 CFR 261.24). Representative samples should be collected and analyzed for all eight metals specified in 40 CFR Part 261.24 (arsenic, barium, cadmium, chromium, lead, mercury, selenium, and silver). This would allow determination of the proper method of disposal of the materials. 9.3 Polychlorinated Biphenyls (PCBs) Laboratory results indicate no sampled building materials contain concentrations of PCBs above 50 ppm; no PCBs were detected in the subject property building. HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 44 10.0 ASSUMPTIONS AND DEVIATIONS The Toeroek Team inspected the interiors and exteriors of the subject property building for suspect ACM, LBP, and PCB-containing caulk. Room C32 was unable to be surveyed due to inaccessibility. Additionally, rooms D41 and E41 were deemed structurally unstable and inaccessible. Due to limitations on destructive sampling methods, additional suspect materials may be present but not detected in walls, voids, or other concealed areas. Identified suspected asbestos-containing fire doors and elevator equipment in the building were not sampled to preserve the integrity of these materials. The Toeroek Team recommends that if the fire doors and elevator equipment are to be disturbed during renovations or demolition, these materials should be sampled to determine their asbestos content. All other areas of the subject property buildings were inspected. HAZARDOUS MATERIALS SURVEY SITE 10 – FORMER RATH BUILDINGS WATERLOO, IOWA 45 11.0 REFERENCES Agency for Toxic Substance and Disease Registry (ATSDR). 2008. Asbestos: Health Effects. Accessed December 13, 2012. http://www.atsdr.cdc.gov/asbestos/asbestos/health_effects Environmental Protection Agency, U.S. (EPA). 2016. How to Test for PCBs and Characterize Suspect Materials. Accessed July 7, 2022. https://www.epa.gov/pcbs/how-test-pcbs-and-characterize- suspect-materials Toeroek Associates, Inc. (Toeroek). 2022. Quality Assurance Project Plan, Phase II Environmental Site Assessment, Former Rath Buildings, 1442, 1508, 1620, and 1656 Sycamore Street, Waterloo, Iowa. March 2022. U.S. Department of Housing and Urban Development (HUD). 2012. Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing. APPENDIX A FIGURES !( !( !( !> !> !> !> !> !> !> !( !> !> !> 502 517 478,479 80 482 486 533 428540 505 500, 5 01 119 118117 Former Rath Buildings1442, 1508, 1620, and 165 6 Sycamore Stree tWaterloo, Io wa Figure 1Sample Location Map - Basemen t Date : 8/22/202 2 Drawn B y: Susmita Shrestha Project No: 1 03Z6 521 0190 .0 10.05X:\G\6521\0190\010.05\Projects\mxd\Figure1.mxdLegen d !(Asbesto s-Con tainin g Samp le Ma teria l Lo cation !(Non -Asbe sto s-Co ntaining Sa mple Material L oca tion !>Positive LBP Sa mple Lo catio n Key Sample No. 1 RB-W G-012RB-W G-023RB-W G-034RB-BG-015RB-BG-026RB-BG-037RB-TSI-018RB-TSI-029RB-TSI-0310RB-TSI2-0111RB-TSI2-0212RB-TSI2-0313RB-PL-0114RB-PL-0215RB-PL-0316RB-CI-0117RB-CI-0218RB-CI-0319RB-TSI3-0120RB-TSI3-0221RB-TSI3-0322RB-INS-0123RB-INS-0224RB-INS-0325RB-TSI4-0126RB-TSI4-0227RB-TSI4-0328RB-DC-0129RB-DC-0230RB-DC-0331RB-BI-0132RB-BI-0233RB-BI-0334RB-T-0135RB-T-0236RB-T-0337RB-TRAN-0138RB-TRAN-0239RB-TRAN-0340RB-DS-0141RB-DS-0242RB-DS-0343RB-TSI5-0144RB-TSI5-0245RB-TSI5-0346RB-PL-0447RB-PL-0548RB-PL-0649RB-PL-0750RB-AS-0151RB-AS-0252RB-AS-0353RB-DC2-01 Sam ple Ke y Table Asbestos Key Sample No. 54 RB-DC2-0255RB-DC2-0356RB-W C-0157RB-W C-0258RB-W C-0359RB-FH-0160RB-FH-0261RB-FH-0362RB-PW -0163RB-PW -0264RB-PW -0368RB-T2-0169RB-T2-0270RB-T2-0371RB-FW C-0172RB-FW C-0273RB-FW C-0374RB-FW C-0475RB-FW C-0576RB-FW C-0677RB-FW C-0778RB-TI-0179RB-TI-0280RB-TI-0381RB-CFT-0182RB-CFT-0283RB-CFT-0384RB-VFT-0185RB-VFT-0286RB-VFT-0387RB-CB-0188RB-CB-0289RB-CB-0390RB-CT-0191RB-CT-0292RB-CT-0393RB-VFT2-0194RB-VFT2-0295RB-VFT2-0396RB-TSI6-0197RB-TSI6-0298RB-TSI6-0399RB-VFT3-01100RB-VFT3-02101RB-VFT3-03102RB-CT2-01103RB-CT2-02104RB-CT2-03105RB-DW JC-01106RB-DW JC-02107RB-DW JC-03108RB-CB2-01109RB-CB2-02 Sam ple Ke y Table Asbestos Key Sample No. 110 RB-CB2-03111RB-SF-01112RB-SF-02113RB-SF-03114RB-CRT-01115RB-CRT-02116RB-CRT-03117RB-FP-01118RB-FP-02119RB-FP-03120RB-C-01121RB-C-02122RB-C-03123RB-DC3-01124RB-DC3-02125RB-DC3-03126RB-TRAN2-01127RB-TRAN2-02128RB-TRAN2-03129RB-C2-01130RB-C2-02131RB-C2-03132RB-FS-01133RB-FS-02134RB-FS-03135RB-EJ-01136RB-EJ-02137RB-EJ-03138RB-W C2-01139RB-W C2-02140RB-W C2-03141RB-EJ2-01142RB-EJ2-02143RB-EJ2-03144RB-RM-01145RB-RM-02146RB-RM-03147RB-RM2-01148RB-RM2-02149RB-RM2-03150RB-RT-01151RB-RT-02152RB-RT-03153RB-RC-01154RB-RC-02155RB-RC-03156RB-RT2-01157RB-RT2-02158RB-RT2-03159RB-RM3-01160RB-RM3-02161RB-RM3-03162RB-RT3-01 Sam ple Ke y Table Asbestos Key Sample No. 163 RB-RT3-02164RB-RT3-03165RB-W C3-01166RB-W C3-01167RB-W C3-01168RB-AS2-01169RB-AS2-02170RB-AS2-03171RB-RM4-01172RB-RM4-02173RB-RM4-03174RB-RC2-01175RB-RC2-02176RB-RC2-03177RB-RM5-01178RB-RM5-02179RB-RM5-03180RB-EJ3-01181RB-EJ3-02182RB-EJ3-03 1 RB-C12RB-C23RB-C34RB-C45RB-C56RB-C67RB-C78RB-C89RB-C910RB-C10 PCB Sam ple Ke y Table Asbestos ±Not to scale !(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!.!.!.!.!>!>!>!>!>!>!>!>!>!>!>!>!>!>!>!>!(5 7 6 4 71 34 16 180182181 630 622 567 108,109,110 556 561 628 576 595 571 578 487 569 565 568 113112 111 107 143 142 141 140 139 138 134 133 132 124 122121120 572,573 615,616 103,104 105,106 130,131 123,124,125 135,136,137 126,127,128 99,100,101,102 Former Rath Buildings1442, 1508, 1620, and 165 6 Sycamore Stree tWaterloo, Io wa Figure 2Sample Location Map - 1st Floor Date : 8/22/202 2 Drawn B y: Susmita Shrestha Project No: 1 03Z6 521 0190 .0 10.05. X:\G\6521\0190\010.05\Projects\mxd\Figure2.mxdLegen d !(Asbesto s-Con tainin g Samp le Ma teria l Lo cation !.Neg ative P CB Sample Lo cation !(Non -Asbe sto s-Co ntaining Sa mple Material L oca tion !>Positive LBP Sa mple Lo catio n Key Sample No. 1 RB-W G-012RB-W G-023RB-W G-034RB-BG-015RB-BG-026RB-BG-037RB-TSI-018RB-TSI-029RB-TSI-0310RB-TSI2-0111RB-TSI2-0212RB-TSI2-0313RB-PL-0114RB-PL-0215RB-PL-0316RB-CI-0117RB-CI-0218RB-CI-0319RB-TSI3-0120RB-TSI3-0221RB-TSI3-0322RB-INS-0123RB-INS-0224RB-INS-0325RB-TSI4-0126RB-TSI4-0227RB-TSI4-0328RB-DC-0129RB-DC-0230RB-DC-0331RB-BI-0132RB-BI-0233RB-BI-0334RB-T-0135RB-T-0236RB-T-0337RB-TRAN-0138RB-TRAN-0239RB-TRAN-0340RB-DS-0141RB-DS-0242RB-DS-0343RB-TSI5-0144RB-TSI5-0245RB-TSI5-0346RB-PL-0447RB-PL-0548RB-PL-0649RB-PL-0750RB-AS-0151RB-AS-0252RB-AS-0353RB-DC2-01 Sam ple Ke y Table Asbestos Key Sample No. 54 RB-DC2-0255RB-DC2-0356RB-W C-0157RB-W C-0258RB-W C-0359RB-FH-0160RB-FH-0261RB-FH-0362RB-PW -0163RB-PW -0264RB-PW -0368RB-T2-0169RB-T2-0270RB-T2-0371RB-FW C-0172RB-FW C-0273RB-FW C-0374RB-FW C-0475RB-FW C-0576RB-FW C-0677RB-FW C-0778RB-TI-0179RB-TI-0280RB-TI-0381RB-CFT-0182RB-CFT-0283RB-CFT-0384RB-VFT-0185RB-VFT-0286RB-VFT-0387RB-CB-0188RB-CB-0289RB-CB-0390RB-CT-0191RB-CT-0292RB-CT-0393RB-VFT2-0194RB-VFT2-0295RB-VFT2-0396RB-TSI6-0197RB-TSI6-0298RB-TSI6-0399RB-VFT3-01100RB-VFT3-02101RB-VFT3-03102RB-CT2-01103RB-CT2-02104RB-CT2-03105RB-DW JC-01106RB-DW JC-02107RB-DW JC-03108RB-CB2-01109RB-CB2-02 Sam ple Ke y Table Asbestos Key Sample No. 110 RB-CB2-03111RB-SF-01112RB-SF-02113RB-SF-03114RB-CRT-01115RB-CRT-02116RB-CRT-03117RB-FP-01118RB-FP-02119RB-FP-03120RB-C-01121RB-C-02122RB-C-03123RB-DC3-01124RB-DC3-02125RB-DC3-03126RB-TRAN2-01127RB-TRAN2-02128RB-TRAN2-03129RB-C2-01130RB-C2-02131RB-C2-03132RB-FS-01133RB-FS-02134RB-FS-03135RB-EJ-01136RB-EJ-02137RB-EJ-03138RB-W C2-01139RB-W C2-02140RB-W C2-03141RB-EJ2-01142RB-EJ2-02143RB-EJ2-03144RB-RM-01145RB-RM-02146RB-RM-03147RB-RM2-01148RB-RM2-02149RB-RM2-03150RB-RT-01151RB-RT-02152RB-RT-03153RB-RC-01154RB-RC-02155RB-RC-03156RB-RT2-01157RB-RT2-02158RB-RT2-03159RB-RM3-01160RB-RM3-02161RB-RM3-03162RB-RT3-01 Sam ple Ke y Table Asbestos Key Sample No. 163 RB-RT3-02164RB-RT3-03165RB-W C3-01166RB-W C3-01167RB-W C3-01168RB-AS2-01169RB-AS2-02170RB-AS2-03171RB-RM4-01172RB-RM4-02173RB-RM4-03174RB-RC2-01175RB-RC2-02176RB-RC2-03177RB-RM5-01178RB-RM5-02179RB-RM5-03180RB-EJ3-01181RB-EJ3-02182RB-EJ3-03 1 RB-C12RB-C23RB-C34RB-C45RB-C56RB-C67RB-C78RB-C89RB-C910RB-C10 PCB Sam ple Ke y Table Asbestos ±Not to scale !(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!>!>!>!>!>!>!(!>!>678 7 688,689,690 683 98979695 94 93 8988 87 868584 838281 49 48 12 79 78 668 646 656 672 681,682 90,91,92 114,115,116 Former Rath Buildings1442, 1508, 1620, and 165 6 Sycamore Stree tWaterloo, Io wa Figure 3Sample Location Map - 2nd Floor Date : 8/22/202 2 Drawn B y: Susmita Shrestha Project No: 1 03Z6 521 0190 .0 10.05. X:\G\6521\0190\010.05\Projects\mxd\Figure3.mxdLegen d !(Asbesto s-Con tainin g Samp le Ma teria l Lo cation !(Non -Asbe sto s-Co ntaining Sa mple Material L oca tion !>Positive LBP Sa mple Lo catio n Asbesto s C on ta in ing Floo rin g Key Sample No. 1 RB-W G-012RB-W G-023RB-W G-034RB-BG-015RB-BG-026RB-BG-037RB-TSI-018RB-TSI-029RB-TSI-0310RB-TSI2-0111RB-TSI2-0212RB-TSI2-0313RB-PL-0114RB-PL-0215RB-PL-0316RB-CI-0117RB-CI-0218RB-CI-0319RB-TSI3-0120RB-TSI3-0221RB-TSI3-0322RB-INS-0123RB-INS-0224RB-INS-0325RB-TSI4-0126RB-TSI4-0227RB-TSI4-0328RB-DC-0129RB-DC-0230RB-DC-0331RB-BI-0132RB-BI-0233RB-BI-0334RB-T-0135RB-T-0236RB-T-0337RB-TRAN-0138RB-TRAN-0239RB-TRAN-0340RB-DS-0141RB-DS-0242RB-DS-0343RB-TSI5-0144RB-TSI5-0245RB-TSI5-0346RB-PL-0447RB-PL-0548RB-PL-0649RB-PL-0750RB-AS-0151RB-AS-0252RB-AS-0353RB-DC2-01 Sam ple Ke y Table Asbestos Key Sample No. 54 RB-DC2-0255RB-DC2-0356RB-W C-0157RB-W C-0258RB-W C-0359RB-FH-0160RB-FH-0261RB-FH-0362RB-PW -0163RB-PW -0264RB-PW -0368RB-T2-0169RB-T2-0270RB-T2-0371RB-FW C-0172RB-FW C-0273RB-FW C-0374RB-FW C-0475RB-FW C-0576RB-FW C-0677RB-FW C-0778RB-TI-0179RB-TI-0280RB-TI-0381RB-CFT-0182RB-CFT-0283RB-CFT-0384RB-VFT-0185RB-VFT-0286RB-VFT-0387RB-CB-0188RB-CB-0289RB-CB-0390RB-CT-0191RB-CT-0292RB-CT-0393RB-VFT2-0194RB-VFT2-0295RB-VFT2-0396RB-TSI6-0197RB-TSI6-0298RB-TSI6-0399RB-VFT3-01100RB-VFT3-02101RB-VFT3-03102RB-CT2-01103RB-CT2-02104RB-CT2-03105RB-DW JC-01106RB-DW JC-02107RB-DW JC-03108RB-CB2-01109RB-CB2-02 Sam ple Ke y Table Asbestos Key Sample No. 110 RB-CB2-03111RB-SF-01112RB-SF-02113RB-SF-03114RB-CRT-01115RB-CRT-02116RB-CRT-03117RB-FP-01118RB-FP-02119RB-FP-03120RB-C-01121RB-C-02122RB-C-03123RB-DC3-01124RB-DC3-02125RB-DC3-03126RB-TRAN2-01127RB-TRAN2-02128RB-TRAN2-03129RB-C2-01130RB-C2-02131RB-C2-03132RB-FS-01133RB-FS-02134RB-FS-03135RB-EJ-01136RB-EJ-02137RB-EJ-03138RB-W C2-01139RB-W C2-02140RB-W C2-03141RB-EJ2-01142RB-EJ2-02143RB-EJ2-03144RB-RM-01145RB-RM-02146RB-RM-03147RB-RM2-01148RB-RM2-02149RB-RM2-03150RB-RT-01151RB-RT-02152RB-RT-03153RB-RC-01154RB-RC-02155RB-RC-03156RB-RT2-01157RB-RT2-02158RB-RT2-03159RB-RM3-01160RB-RM3-02161RB-RM3-03162RB-RT3-01 Sam ple Ke y Table Asbestos Key Sample No. 163 RB-RT3-02164RB-RT3-03165RB-W C3-01166RB-W C3-01167RB-W C3-01168RB-AS2-01169RB-AS2-02170RB-AS2-03171RB-RM4-01172RB-RM4-02173RB-RM4-03174RB-RC2-01175RB-RC2-02176RB-RC2-03177RB-RM5-01178RB-RM5-02179RB-RM5-03180RB-EJ3-01181RB-EJ3-02182RB-EJ3-03 1 RB-C12RB-C23RB-C34RB-C45RB-C56RB-C67RB-C78RB-C89RB-C910RB-C10 PCB Sam ple Ke y Table Asbestos ±Not to scale !(!(!(!(!(!(!(!>!>!>!>!>!>!>!>412 72 74 7317 18 13 11 397 392 417 413410401 432,434 Former Rath Buildings1442, 1508, 1620, and 165 6 Sycamore Stree tWaterloo, Io wa Figure 4Sample Location Map - 3rd Floor Date : 8/22/202 2 Drawn B y: Susmita Shrestha Project No: 1 03Z6 521 0190 .0 10.05. X:\G\6521\0190\010.05\Projects\mxd\Figure4.mxdLegen d !(Non -Asbe sto s-Co ntaining Sa mple Material L oca tion !>Positive LBP Sa mple Lo catio nInaccessible Key Sample No. 1 RB-W G-012RB-W G-023RB-W G-034RB-BG-015RB-BG-026RB-BG-037RB-TSI-018RB-TSI-029RB-TSI-0310RB-TSI2-0111RB-TSI2-0212RB-TSI2-0313RB-PL-0114RB-PL-0215RB-PL-0316RB-CI-0117RB-CI-0218RB-CI-0319RB-TSI3-0120RB-TSI3-0221RB-TSI3-0322RB-INS-0123RB-INS-0224RB-INS-0325RB-TSI4-0126RB-TSI4-0227RB-TSI4-0328RB-DC-0129RB-DC-0230RB-DC-0331RB-BI-0132RB-BI-0233RB-BI-0334RB-T-0135RB-T-0236RB-T-0337RB-TRAN-0138RB-TRAN-0239RB-TRAN-0340RB-DS-0141RB-DS-0242RB-DS-0343RB-TSI5-0144RB-TSI5-0245RB-TSI5-0346RB-PL-0447RB-PL-0548RB-PL-0649RB-PL-0750RB-AS-0151RB-AS-0252RB-AS-0353RB-DC2-01 Sam ple Ke y Table Asbestos Key Sample No. 54 RB-DC2-0255RB-DC2-0356RB-W C-0157RB-W C-0258RB-W C-0359RB-FH-0160RB-FH-0261RB-FH-0362RB-PW -0163RB-PW -0264RB-PW -0368RB-T2-0169RB-T2-0270RB-T2-0371RB-FW C-0172RB-FW C-0273RB-FW C-0374RB-FW C-0475RB-FW C-0576RB-FW C-0677RB-FW C-0778RB-TI-0179RB-TI-0280RB-TI-0381RB-CFT-0182RB-CFT-0283RB-CFT-0384RB-VFT-0185RB-VFT-0286RB-VFT-0387RB-CB-0188RB-CB-0289RB-CB-0390RB-CT-0191RB-CT-0292RB-CT-0393RB-VFT2-0194RB-VFT2-0295RB-VFT2-0396RB-TSI6-0197RB-TSI6-0298RB-TSI6-0399RB-VFT3-01100RB-VFT3-02101RB-VFT3-03102RB-CT2-01103RB-CT2-02104RB-CT2-03105RB-DW JC-01106RB-DW JC-02107RB-DW JC-03108RB-CB2-01109RB-CB2-02 Sam ple Ke y Table Asbestos Key Sample No. 110 RB-CB2-03111RB-SF-01112RB-SF-02113RB-SF-03114RB-CRT-01115RB-CRT-02116RB-CRT-03117RB-FP-01118RB-FP-02119RB-FP-03120RB-C-01121RB-C-02122RB-C-03123RB-DC3-01124RB-DC3-02125RB-DC3-03126RB-TRAN2-01127RB-TRAN2-02128RB-TRAN2-03129RB-C2-01130RB-C2-02131RB-C2-03132RB-FS-01133RB-FS-02134RB-FS-03135RB-EJ-01136RB-EJ-02137RB-EJ-03138RB-W C2-01139RB-W C2-02140RB-W C2-03141RB-EJ2-01142RB-EJ2-02143RB-EJ2-03144RB-RM-01145RB-RM-02146RB-RM-03147RB-RM2-01148RB-RM2-02149RB-RM2-03150RB-RT-01151RB-RT-02152RB-RT-03153RB-RC-01154RB-RC-02155RB-RC-03156RB-RT2-01157RB-RT2-02158RB-RT2-03159RB-RM3-01160RB-RM3-02161RB-RM3-03162RB-RT3-01 Sam ple Ke y Table Asbestos Key Sample No. 163 RB-RT3-02164RB-RT3-03165RB-W C3-01166RB-W C3-01167RB-W C3-01168RB-AS2-01169RB-AS2-02170RB-AS2-03171RB-RM4-01172RB-RM4-02173RB-RM4-03174RB-RC2-01175RB-RC2-02176RB-RC2-03177RB-RM5-01178RB-RM5-02179RB-RM5-03180RB-EJ3-01181RB-EJ3-02182RB-EJ3-03 1 RB-C12RB-C23RB-C34RB-C45RB-C56RB-C67RB-C78RB-C89RB-C910RB-C10 PCB Sam ple Ke y Table Asbestos ±Not to scale !(!(!(!(!(!(!(!(!>!>!>!>!>!>!>!>!>!>!>!>!>!>323 8 291,292 77 76 75 70 64 6814275 371 333 339 334 333 350 308 271 319,320 353,353 279,280 Former Rath Buildings1442, 1508, 1620, and 165 6 Sycamore Stree tWaterloo, Io wa Figure 5Sample Location Map - 4th Floor Date : 8/22/202 2 Drawn B y: Susmita Shrestha Project No: 1 03Z6 521 0190 .0 10.05. X:\G\6521\0190\010.05\Projects\mxd\Figure5.mxdLegen d !(Asbesto s-Con tainin g Samp le Ma teria l Lo cation !(Non -Asbe sto s-Co ntaining Sa mple Material L oca tion !>Positive LBP Sa mple Lo catio nInaccessible Key Sample No. 1 RB-W G-012RB-W G-023RB-W G-034RB-BG-015RB-BG-026RB-BG-037RB-TSI-018RB-TSI-029RB-TSI-0310RB-TSI2-0111RB-TSI2-0212RB-TSI2-0313RB-PL-0114RB-PL-0215RB-PL-0316RB-CI-0117RB-CI-0218RB-CI-0319RB-TSI3-0120RB-TSI3-0221RB-TSI3-0322RB-INS-0123RB-INS-0224RB-INS-0325RB-TSI4-0126RB-TSI4-0227RB-TSI4-0328RB-DC-0129RB-DC-0230RB-DC-0331RB-BI-0132RB-BI-0233RB-BI-0334RB-T-0135RB-T-0236RB-T-0337RB-TRAN-0138RB-TRAN-0239RB-TRAN-0340RB-DS-0141RB-DS-0242RB-DS-0343RB-TSI5-0144RB-TSI5-0245RB-TSI5-0346RB-PL-0447RB-PL-0548RB-PL-0649RB-PL-0750RB-AS-0151RB-AS-0252RB-AS-0353RB-DC2-01 Sam ple Ke y Table Asbestos Key Sample No. 54 RB-DC2-0255RB-DC2-0356RB-W C-0157RB-W C-0258RB-W C-0359RB-FH-0160RB-FH-0261RB-FH-0362RB-PW -0163RB-PW -0264RB-PW -0368RB-T2-0169RB-T2-0270RB-T2-0371RB-FW C-0172RB-FW C-0273RB-FW C-0374RB-FW C-0475RB-FW C-0576RB-FW C-0677RB-FW C-0778RB-TI-0179RB-TI-0280RB-TI-0381RB-CFT-0182RB-CFT-0283RB-CFT-0384RB-VFT-0185RB-VFT-0286RB-VFT-0387RB-CB-0188RB-CB-0289RB-CB-0390RB-CT-0191RB-CT-0292RB-CT-0393RB-VFT2-0194RB-VFT2-0295RB-VFT2-0396RB-TSI6-0197RB-TSI6-0298RB-TSI6-0399RB-VFT3-01100RB-VFT3-02101RB-VFT3-03102RB-CT2-01103RB-CT2-02104RB-CT2-03105RB-DW JC-01106RB-DW JC-02107RB-DW JC-03108RB-CB2-01109RB-CB2-02 Sam ple Ke y Table Asbestos Key Sample No. 110 RB-CB2-03111RB-SF-01112RB-SF-02113RB-SF-03114RB-CRT-01115RB-CRT-02116RB-CRT-03117RB-FP-01118RB-FP-02119RB-FP-03120RB-C-01121RB-C-02122RB-C-03123RB-DC3-01124RB-DC3-02125RB-DC3-03126RB-TRAN2-01127RB-TRAN2-02128RB-TRAN2-03129RB-C2-01130RB-C2-02131RB-C2-03132RB-FS-01133RB-FS-02134RB-FS-03135RB-EJ-01136RB-EJ-02137RB-EJ-03138RB-W C2-01139RB-W C2-02140RB-W C2-03141RB-EJ2-01142RB-EJ2-02143RB-EJ2-03144RB-RM-01145RB-RM-02146RB-RM-03147RB-RM2-01148RB-RM2-02149RB-RM2-03150RB-RT-01151RB-RT-02152RB-RT-03153RB-RC-01154RB-RC-02155RB-RC-03156RB-RT2-01157RB-RT2-02158RB-RT2-03159RB-RM3-01160RB-RM3-02161RB-RM3-03162RB-RT3-01 Sam ple Ke y Table Asbestos Key Sample No. 163 RB-RT3-02164RB-RT3-03165RB-W C3-01166RB-W C3-01167RB-W C3-01168RB-AS2-01169RB-AS2-02170RB-AS2-03171RB-RM4-01172RB-RM4-02173RB-RM4-03174RB-RC2-01175RB-RC2-02176RB-RC2-03177RB-RM5-01178RB-RM5-02179RB-RM5-03180RB-EJ3-01181RB-EJ3-02182RB-EJ3-03 1 RB-C12RB-C23RB-C34RB-C45RB-C56RB-C67RB-C78RB-C89RB-C910RB-C10 PCB Sam ple Ke y Table Asbestos ±Not to scale !(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!>!>!>!>!>!>!>!>!>!>!>!>!.!.!>!>!>2 3 227 234,235 9 5554 53 35 52 50 51 57 56 58 36 16 15 10 244 250 254 265 252 239 218 232 231 237 216,217 221,222 261,262 62,63,64 Former Rath Buildings1442, 1508, 1620, and 165 6 Sycamore Stree tWaterloo, Io wa Figure 6Sample Location Map - 5th Floor Date : 8/22/202 2 Drawn B y: Susmita Shrestha Project No: 1 03Z6 521 0190 .0 10.05. X:\G\6521\0190\010.05\Projects\mxd\Figure6.mxdLegen d !(Asbesto s-Con tainin g Samp le Ma teria l Lo cation !.Neg ative P CB Sample Lo cation !(Non -Asbe sto s-Co ntaining Sa mple Material L oca tion !>Positive LBP Sa mple Lo catio nInaccessible Key Sample No. 1 RB-W G-012RB-W G-023RB-W G-034RB-BG-015RB-BG-026RB-BG-037RB-TSI-018RB-TSI-029RB-TSI-0310RB-TSI2-0111RB-TSI2-0212RB-TSI2-0313RB-PL-0114RB-PL-0215RB-PL-0316RB-CI-0117RB-CI-0218RB-CI-0319RB-TSI3-0120RB-TSI3-0221RB-TSI3-0322RB-INS-0123RB-INS-0224RB-INS-0325RB-TSI4-0126RB-TSI4-0227RB-TSI4-0328RB-DC-0129RB-DC-0230RB-DC-0331RB-BI-0132RB-BI-0233RB-BI-0334RB-T-0135RB-T-0236RB-T-0337RB-TRAN-0138RB-TRAN-0239RB-TRAN-0340RB-DS-0141RB-DS-0242RB-DS-0343RB-TSI5-0144RB-TSI5-0245RB-TSI5-0346RB-PL-0447RB-PL-0548RB-PL-0649RB-PL-0750RB-AS-0151RB-AS-0252RB-AS-0353RB-DC2-01 Sam ple Ke y Table Asbestos Key Sample No. 54 RB-DC2-0255RB-DC2-0356RB-W C-0157RB-W C-0258RB-W C-0359RB-FH-0160RB-FH-0261RB-FH-0362RB-PW -0163RB-PW -0264RB-PW -0368RB-T2-0169RB-T2-0270RB-T2-0371RB-FW C-0172RB-FW C-0273RB-FW C-0374RB-FW C-0475RB-FW C-0576RB-FW C-0677RB-FW C-0778RB-TI-0179RB-TI-0280RB-TI-0381RB-CFT-0182RB-CFT-0283RB-CFT-0384RB-VFT-0185RB-VFT-0286RB-VFT-0387RB-CB-0188RB-CB-0289RB-CB-0390RB-CT-0191RB-CT-0292RB-CT-0393RB-VFT2-0194RB-VFT2-0295RB-VFT2-0396RB-TSI6-0197RB-TSI6-0298RB-TSI6-0399RB-VFT3-01100RB-VFT3-02101RB-VFT3-03102RB-CT2-01103RB-CT2-02104RB-CT2-03105RB-DW JC-01106RB-DW JC-02107RB-DW JC-03108RB-CB2-01109RB-CB2-02 Sam ple Ke y Table Asbestos Key Sample No. 110 RB-CB2-03111RB-SF-01112RB-SF-02113RB-SF-03114RB-CRT-01115RB-CRT-02116RB-CRT-03117RB-FP-01118RB-FP-02119RB-FP-03120RB-C-01121RB-C-02122RB-C-03123RB-DC3-01124RB-DC3-02125RB-DC3-03126RB-TRAN2-01127RB-TRAN2-02128RB-TRAN2-03129RB-C2-01130RB-C2-02131RB-C2-03132RB-FS-01133RB-FS-02134RB-FS-03135RB-EJ-01136RB-EJ-02137RB-EJ-03138RB-W C2-01139RB-W C2-02140RB-W C2-03141RB-EJ2-01142RB-EJ2-02143RB-EJ2-03144RB-RM-01145RB-RM-02146RB-RM-03147RB-RM2-01148RB-RM2-02149RB-RM2-03150RB-RT-01151RB-RT-02152RB-RT-03153RB-RC-01154RB-RC-02155RB-RC-03156RB-RT2-01157RB-RT2-02158RB-RT2-03159RB-RM3-01160RB-RM3-02161RB-RM3-03162RB-RT3-01 Sam ple Ke y Table Asbestos Key Sample No. 163 RB-RT3-02164RB-RT3-03165RB-W C3-01166RB-W C3-01167RB-W C3-01168RB-AS2-01169RB-AS2-02170RB-AS2-03171RB-RM4-01172RB-RM4-02173RB-RM4-03174RB-RC2-01175RB-RC2-02176RB-RC2-03177RB-RM5-01178RB-RM5-02179RB-RM5-03180RB-EJ3-01181RB-EJ3-02182RB-EJ3-03 1 RB-C12RB-C23RB-C34RB-C45RB-C56RB-C67RB-C78RB-C89RB-C910RB-C10 PCB Sam ple Ke y Table Asbestos ±Not to scale !(!(!(!(!(!(!(!(!(!(!(!.!(!(!(!(!(!(!>!>!>!>!>!>!>!>!>!>!>!>!>!>!>!>!>!>!>!>!>!>!>!>!>186 189 171 118 174 102 129 107 112 1 45 44 43 33 3231 3029 28 4241 40 47 37 39 38 185 138134 126 131 110 114 113 115 168 188 187 92,93 122,123 177,178 84,86,87 59,60,61 Former Rath Buildings1442, 1508, 1620, and 165 6 Sycamore Stree tWaterloo, Io wa Figure 7Sample Location Map - 6th Floor Date : 8/22/202 2 Drawn B y: Susmita Shrestha Project No: 1 03Z6 521 0190 .0 10.05. X:\G\6521\0190\010.05\Projects\mxd\Figure7.mxdLegen d !(Asbesto s-Con tainin g Samp le Ma teria l Lo cation !.Neg ative P CB Sample Lo cation !(Non -Asbe sto s-Co ntaining Sa mple Material L oca tion !>Positive LBP Sa mple Lo catio n Key Sample No. 1 RB-W G-012RB-W G-023RB-W G-034RB-BG-015RB-BG-026RB-BG-037RB-TSI-018RB-TSI-029RB-TSI-0310RB-TSI2-0111RB-TSI2-0212RB-TSI2-0313RB-PL-0114RB-PL-0215RB-PL-0316RB-CI-0117RB-CI-0218RB-CI-0319RB-TSI3-0120RB-TSI3-0221RB-TSI3-0322RB-INS-0123RB-INS-0224RB-INS-0325RB-TSI4-0126RB-TSI4-0227RB-TSI4-0328RB-DC-0129RB-DC-0230RB-DC-0331RB-BI-0132RB-BI-0233RB-BI-0334RB-T-0135RB-T-0236RB-T-0337RB-TRAN-0138RB-TRAN-0239RB-TRAN-0340RB-DS-0141RB-DS-0242RB-DS-0343RB-TSI5-0144RB-TSI5-0245RB-TSI5-0346RB-PL-0447RB-PL-0548RB-PL-0649RB-PL-0750RB-AS-0151RB-AS-0252RB-AS-0353RB-DC2-01 Sam ple Ke y Table Asbestos Key Sample No. 54 RB-DC2-0255RB-DC2-0356RB-W C-0157RB-W C-0258RB-W C-0359RB-FH-0160RB-FH-0261RB-FH-0362RB-PW -0163RB-PW -0264RB-PW -0368RB-T2-0169RB-T2-0270RB-T2-0371RB-FW C-0172RB-FW C-0273RB-FW C-0374RB-FW C-0475RB-FW C-0576RB-FW C-0677RB-FW C-0778RB-TI-0179RB-TI-0280RB-TI-0381RB-CFT-0182RB-CFT-0283RB-CFT-0384RB-VFT-0185RB-VFT-0286RB-VFT-0387RB-CB-0188RB-CB-0289RB-CB-0390RB-CT-0191RB-CT-0292RB-CT-0393RB-VFT2-0194RB-VFT2-0295RB-VFT2-0396RB-TSI6-0197RB-TSI6-0298RB-TSI6-0399RB-VFT3-01100RB-VFT3-02101RB-VFT3-03102RB-CT2-01103RB-CT2-02104RB-CT2-03105RB-DW JC-01106RB-DW JC-02107RB-DW JC-03108RB-CB2-01109RB-CB2-02 Sam ple Ke y Table Asbestos Key Sample No. 110 RB-CB2-03111RB-SF-01112RB-SF-02113RB-SF-03114RB-CRT-01115RB-CRT-02116RB-CRT-03117RB-FP-01118RB-FP-02119RB-FP-03120RB-C-01121RB-C-02122RB-C-03123RB-DC3-01124RB-DC3-02125RB-DC3-03126RB-TRAN2-01127RB-TRAN2-02128RB-TRAN2-03129RB-C2-01130RB-C2-02131RB-C2-03132RB-FS-01133RB-FS-02134RB-FS-03135RB-EJ-01136RB-EJ-02137RB-EJ-03138RB-W C2-01139RB-W C2-02140RB-W C2-03141RB-EJ2-01142RB-EJ2-02143RB-EJ2-03144RB-RM-01145RB-RM-02146RB-RM-03147RB-RM2-01148RB-RM2-02149RB-RM2-03150RB-RT-01151RB-RT-02152RB-RT-03153RB-RC-01154RB-RC-02155RB-RC-03156RB-RT2-01157RB-RT2-02158RB-RT2-03159RB-RM3-01160RB-RM3-02161RB-RM3-03162RB-RT3-01 Sam ple Ke y Table Asbestos Key Sample No. 163 RB-RT3-02164RB-RT3-03165RB-W C3-01166RB-W C3-01167RB-W C3-01168RB-AS2-01169RB-AS2-02170RB-AS2-03171RB-RM4-01172RB-RM4-02173RB-RM4-03174RB-RC2-01175RB-RC2-02176RB-RC2-03177RB-RM5-01178RB-RM5-02179RB-RM5-03180RB-EJ3-01181RB-EJ3-02182RB-EJ3-03 1 RB-C12RB-C23RB-C34RB-C45RB-C56RB-C67RB-C78RB-C89RB-C910RB-C10 PCB Sam ple Ke y Table Asbestos ±Not to scale !(!(!(!(!(!(!(!(!(!(!(!(!>!>!>!>!>!>!>!>!>!>!>!>!>!>!>!>!>44 43 3 2 6 5 4 1 77 39 66 61 82 83 41 72 25 34 2019 24 23 22 21 79,80 73,74 67,68 12,13,18,7155,56,57,58 Former Rath Buildings1442, 1508, 1620, and 165 6 Sycamore Stree tWaterloo, Io wa Figure 8Sample Location Map - 7th Floor Date : 8/22/202 2 Drawn B y: Susmita Shrestha Project No: 1 03Z6 521 0190 .0 10.05. X:\G\6521\0190\010.05\Projects\mxd\Figure8.mxdLegen d !(Asbesto s-Con tainin g Samp le Ma teria l Lo cation !(Non -Asbe sto s-Co ntaining Sa mple Material L oca tion !>Positive LBP Sa mple Lo catio n Key Sample No. 1 RB-W G-012RB-W G-023RB-W G-034RB-BG-015RB-BG-026RB-BG-037RB-TSI-018RB-TSI-029RB-TSI-0310RB-TSI2-0111RB-TSI2-0212RB-TSI2-0313RB-PL-0114RB-PL-0215RB-PL-0316RB-CI-0117RB-CI-0218RB-CI-0319RB-TSI3-0120RB-TSI3-0221RB-TSI3-0322RB-INS-0123RB-INS-0224RB-INS-0325RB-TSI4-0126RB-TSI4-0227RB-TSI4-0328RB-DC-0129RB-DC-0230RB-DC-0331RB-BI-0132RB-BI-0233RB-BI-0334RB-T-0135RB-T-0236RB-T-0337RB-TRAN-0138RB-TRAN-0239RB-TRAN-0340RB-DS-0141RB-DS-0242RB-DS-0343RB-TSI5-0144RB-TSI5-0245RB-TSI5-0346RB-PL-0447RB-PL-0548RB-PL-0649RB-PL-0750RB-AS-0151RB-AS-0252RB-AS-0353RB-DC2-01 Sam ple Ke y Table Asbestos Key Sample No. 54 RB-DC2-0255RB-DC2-0356RB-W C-0157RB-W C-0258RB-W C-0359RB-FH-0160RB-FH-0261RB-FH-0362RB-PW -0163RB-PW -0264RB-PW -0368RB-T2-0169RB-T2-0270RB-T2-0371RB-FW C-0172RB-FW C-0273RB-FW C-0374RB-FW C-0475RB-FW C-0576RB-FW C-0677RB-FW C-0778RB-TI-0179RB-TI-0280RB-TI-0381RB-CFT-0182RB-CFT-0283RB-CFT-0384RB-VFT-0185RB-VFT-0286RB-VFT-0387RB-CB-0188RB-CB-0289RB-CB-0390RB-CT-0191RB-CT-0292RB-CT-0393RB-VFT2-0194RB-VFT2-0295RB-VFT2-0396RB-TSI6-0197RB-TSI6-0298RB-TSI6-0399RB-VFT3-01100RB-VFT3-02101RB-VFT3-03102RB-CT2-01103RB-CT2-02104RB-CT2-03105RB-DW JC-01106RB-DW JC-02107RB-DW JC-03108RB-CB2-01109RB-CB2-02 Sam ple Ke y Table Asbestos Key Sample No. 110 RB-CB2-03111RB-SF-01112RB-SF-02113RB-SF-03114RB-CRT-01115RB-CRT-02116RB-CRT-03117RB-FP-01118RB-FP-02119RB-FP-03120RB-C-01121RB-C-02122RB-C-03123RB-DC3-01124RB-DC3-02125RB-DC3-03126RB-TRAN2-01127RB-TRAN2-02128RB-TRAN2-03129RB-C2-01130RB-C2-02131RB-C2-03132RB-FS-01133RB-FS-02134RB-FS-03135RB-EJ-01136RB-EJ-02137RB-EJ-03138RB-W C2-01139RB-W C2-02140RB-W C2-03141RB-EJ2-01142RB-EJ2-02143RB-EJ2-03144RB-RM-01145RB-RM-02146RB-RM-03147RB-RM2-01148RB-RM2-02149RB-RM2-03150RB-RT-01151RB-RT-02152RB-RT-03153RB-RC-01154RB-RC-02155RB-RC-03156RB-RT2-01157RB-RT2-02158RB-RT2-03159RB-RM3-01160RB-RM3-02161RB-RM3-03162RB-RT3-01 Sam ple Ke y Table Asbestos Key Sample No. 163 RB-RT3-02164RB-RT3-03165RB-W C3-01166RB-W C3-01167RB-W C3-01168RB-AS2-01169RB-AS2-02170RB-AS2-03171RB-RM4-01172RB-RM4-02173RB-RM4-03174RB-RC2-01175RB-RC2-02176RB-RC2-03177RB-RM5-01178RB-RM5-02179RB-RM5-03180RB-EJ3-01181RB-EJ3-02182RB-EJ3-03 1 RB-C12RB-C23RB-C34RB-C45RB-C56RB-C67RB-C78RB-C89RB-C910RB-C10 PCB Sam ple Ke y Table Asbestos ±Not to scale !(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!.!.!.!(159 9 8 10 27 26 25 165 155 154 153 152 151 150 149 148 147 170 169 168 167 166 163 162 161 160 176 175174 173172 171 164 179 178 177 146 158157156145144 Former Rath Buildings1442, 1508, 1620, and 165 6 Sycamore Stree tWaterloo, Io wa Figure 9Sample Location Map - Roof Date : 8/22/202 2 Drawn B y: Susmita Shrestha Project No: 1 03Z6 521 0190 .0 10.05. X:\G\6521\0190\010.05\Projects\mxd\Figure9.mxdLegen d !(Asbesto s-Con tainin g Samp le Ma teria l Lo cation !.Neg ative P CB Sample Lo cation !(Non -Asbe sto s-Co ntaining Sa mple Material L oca tion Key Sample No. 1 RB-W G-012RB-W G-023RB-W G-034RB-BG-015RB-BG-026RB-BG-037RB-TSI-018RB-TSI-029RB-TSI-0310RB-TSI2-0111RB-TSI2-0212RB-TSI2-0313RB-PL-0114RB-PL-0215RB-PL-0316RB-CI-0117RB-CI-0218RB-CI-0319RB-TSI3-0120RB-TSI3-0221RB-TSI3-0322RB-INS-0123RB-INS-0224RB-INS-0325RB-TSI4-0126RB-TSI4-0227RB-TSI4-0328RB-DC-0129RB-DC-0230RB-DC-0331RB-BI-0132RB-BI-0233RB-BI-0334RB-T-0135RB-T-0236RB-T-0337RB-TRAN-0138RB-TRAN-0239RB-TRAN-0340RB-DS-0141RB-DS-0242RB-DS-0343RB-TSI5-0144RB-TSI5-0245RB-TSI5-0346RB-PL-0447RB-PL-0548RB-PL-0649RB-PL-0750RB-AS-0151RB-AS-0252RB-AS-0353RB-DC2-01 Sam ple Ke y Table Asbestos Key Sample No. 54 RB-DC2-0255RB-DC2-0356RB-W C-0157RB-W C-0258RB-W C-0359RB-FH-0160RB-FH-0261RB-FH-0362RB-PW -0163RB-PW -0264RB-PW -0368RB-T2-0169RB-T2-0270RB-T2-0371RB-FW C-0172RB-FW C-0273RB-FW C-0374RB-FW C-0475RB-FW C-0576RB-FW C-0677RB-FW C-0778RB-TI-0179RB-TI-0280RB-TI-0381RB-CFT-0182RB-CFT-0283RB-CFT-0384RB-VFT-0185RB-VFT-0286RB-VFT-0387RB-CB-0188RB-CB-0289RB-CB-0390RB-CT-0191RB-CT-0292RB-CT-0393RB-VFT2-0194RB-VFT2-0295RB-VFT2-0396RB-TSI6-0197RB-TSI6-0298RB-TSI6-0399RB-VFT3-01100RB-VFT3-02101RB-VFT3-03102RB-CT2-01103RB-CT2-02104RB-CT2-03105RB-DW JC-01106RB-DW JC-02107RB-DW JC-03108RB-CB2-01109RB-CB2-02 Sam ple Ke y Table Asbestos Key Sample No. 110 RB-CB2-03111RB-SF-01112RB-SF-02113RB-SF-03114RB-CRT-01115RB-CRT-02116RB-CRT-03117RB-FP-01118RB-FP-02119RB-FP-03120RB-C-01121RB-C-02122RB-C-03123RB-DC3-01124RB-DC3-02125RB-DC3-03126RB-TRAN2-01127RB-TRAN2-02128RB-TRAN2-03129RB-C2-01130RB-C2-02131RB-C2-03132RB-FS-01133RB-FS-02134RB-FS-03135RB-EJ-01136RB-EJ-02137RB-EJ-03138RB-W C2-01139RB-W C2-02140RB-W C2-03141RB-EJ2-01142RB-EJ2-02143RB-EJ2-03144RB-RM-01145RB-RM-02146RB-RM-03147RB-RM2-01148RB-RM2-02149RB-RM2-03150RB-RT-01151RB-RT-02152RB-RT-03153RB-RC-01154RB-RC-02155RB-RC-03156RB-RT2-01157RB-RT2-02158RB-RT2-03159RB-RM3-01160RB-RM3-02161RB-RM3-03162RB-RT3-01 Sam ple Ke y Table Asbestos Key Sample No. 163 RB-RT3-02164RB-RT3-03165RB-W C3-01166RB-W C3-01167RB-W C3-01168RB-AS2-01169RB-AS2-02170RB-AS2-03171RB-RM4-01172RB-RM4-02173RB-RM4-03174RB-RC2-01175RB-RC2-02176RB-RC2-03177RB-RM5-01178RB-RM5-02179RB-RM5-03180RB-EJ3-01181RB-EJ3-02182RB-EJ3-03 1 RB-C12RB-C23RB-C34RB-C45RB-C56RB-C67RB-C78RB-C89RB-C910RB-C10 PCB Sam ple Ke y Table Asbestos ±Not to scale Roof E Roof F Roof GRoof D Roof A Roof BRoof C Roof H APPENDIX B PHOTOGRAPHIC DOCUMENTATION LOG Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 1 SUBTASK NO. 010.05 DESCRIPTION This photograph shows white window caulk and window glazing on interior square-paned windows.2 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows the subject property building.1 CLIENT U.S. Environmental Protection Agency (EPA)Date Direction: Southwest PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 2 SUBTASK NO. 010.05 DESCRIPTION This photograph shows black 8”-24” pipe insulation throughout the building.4 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows asbestos-containing white pipe insulation throughout the building.3 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 3 SUBTASK NO. 010.05 DESCRIPTION This photograph shows asbestos-containing heater insulation on the 5th floor heaters.6 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows asbestos-containing green pipe insulation on the 7th floor –C71 and C72.5 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 4 SUBTASK NO. 010.05 DESCRIPTION This photograph shows black asbestos-containing door caulk on elevator doors.8 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows black, asbestos-containing, felt-wrapped pipe insulation on the roofs.7 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 5 SUBTASK NO. 010.05 DESCRIPTION This photograph shows asbestos-containing boiler insulation (scattered pipe insulation debris) in C64, C71, C72, B56, C51, and G51. 10 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows tar typical of that observed on walls and ceilings throughout the building.9 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 6 SUBTASK NO. 010.05 DESCRIPTION This photograph shows asbestos-containing black duct sealant on the 6th floor –G area, A3, and C64.12 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows asbestos-containing transite wall panels on the 6th floor –H area and E61.11 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 7 SUBTASK NO. 010.05 DESCRIPTION This photograph shows asbestos-containing asphalt shingles over cork insulation on the upper columns and ceiling of B55. 14 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows asbestos-containing aircell pipe insulation in C51, E51, G22, basement boiler room, and east abandoned bathroom. 13 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 8 SUBTASK NO. 010.05 DESCRIPTION This photograph shows black pipe wrap in F51.16 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows a fire hose in E61.15 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 9 SUBTASK NO. 010.05 DESCRIPTION This photograph shows asbestos-containing white tank insulation on tanks in G22 and CB1.18 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows freezer wall coating typical of that on the walls and ceilings of freezers throughout the building. 17 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 10 SUBTASK NO. 010.05 DESCRIPTION This photograph shows asbestos-containing brown 12” x 12” vinyl floor tile in the C22 –lab hallway.20 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows asbestos-containing green 9” x 9” vinyl floor tile in the C22 –lab area.19 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 11 SUBTASK NO. 010.05 DESCRIPTION This photograph shows grey 12” x 12” vinyl floor tile in the loading dock office.22 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows silver-painted asbestos- containing insulation in the C22 –lab area.21 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 12 SUBTASK NO. 010.05 DESCRIPTION This photograph shows drywall joint compound in the breakroom.24 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows white fissure 2’ x 4’ ceiling tile in the loading dock office.23 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 13 SUBTASK NO. 010.05 DESCRIPTION This photograph shows black countertop in the C22 – lab area.26 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows brown sheet flooring in the 1st floor closet.25 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 14 SUBTASK NO. 010.05 DESCRIPTION This photograph shows asbestos-containing door caulk on the west exterior loading dock door.28 CLIENT EPA Date Direction: North PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows spray-on fireproofing in AB2.27 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 15 SUBTASK NO. 010.05 DESCRIPTION This photograph shows grey expansion caulk on the exterior of C13 southeast corner.30 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows asbestos-containing corrugated transite panels on the southwest rail dock wall.29 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 16 SUBTASK NO. 010.05 DESCRIPTION This photograph shows white expansion joint (soft) on the northeast and north center of C12.32 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows asphaltic floor seam on the exterior of the C13 ramp.31 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 17 SUBTASK NO. 010.05 DESCRIPTION This photograph shows grey expansion joint on the northwest ground perimeter.34 CLIENT EPA Date Direction: West PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows grey asbestos-containing caulk on the north exterior street level windows.33 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 18 SUBTASK NO. 010.05 DESCRIPTION This photograph shows roofing material on roof A.36 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows roofing material on roofs B and C.35 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 19 SUBTASK NO. 010.05 DESCRIPTION This photograph shows white roofing caulk on roof A.38 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows grey asbestos-containing roofing tar on all roofs.37 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 20 SUBTASK NO. 010.05 DESCRIPTION This photograph shows black roofing tar typical of that observed on all roofs.40 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows roofing material on roofs F and G.39 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 21 SUBTASK NO. 010.05 DESCRIPTION This photograph shows asphalt shingles on roof B/C transition.42 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows white window caulk on roof B skylight windows.41 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 22 SUBTASK NO. 010.05 DESCRIPTION This photograph shows asbestos-containing roofing material on roof E.44 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows roofing material on roofs D and H.43 CLIENT EPA Date Direction: NA PHOTOGRAPHER Zach Usher 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 23 SUBTASK NO. 010.05 DESCRIPTION This photograph shows a representative view of blue LBP on metal posts in room B71.46 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows a representative view of blue and yellow lead-based paint (LBP) on door frames throughout the facility. 45 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 24 SUBTASK NO. 010.05 DESCRIPTION This photograph shows grey LBP on a metal door in room B72.48 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows a representative view of white LBP on metal posts in room B73.47 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 25 SUBTASK NO. 010.05 DESCRIPTION This photograph shows a representative view of green LBP on structural steel in rooms C72 and C71.50 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows grey LBP on the metal door frames and elevator door in room C71.49 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 26 SUBTASK NO. 010.05 DESCRIPTION This photograph shows a representative view of grey LBP on structural steel in rooms B71 and B73.52 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows green LBP on pipe wrap in room C71.51 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 27 SUBTASK NO. 010.05 DESCRIPTION This photograph shows a representative view of grey LBP on metal door frames in room H71.54 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows a representative view of black LBP on structural steel and posts in room B74.53 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 28 SUBTASK NO. 010.05 DESCRIPTION This photograph shows a representative view of blue and yellow LBP on metal door frames on the elevator doors. 56 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows grey LBP on the metal door frames and wall dividers in room B72.55 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 29 SUBTASK NO. 010.05 DESCRIPTION This photograph shows green LBP on a metal door frame in room C64.58 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows a representative view of grey LBP on metal trim in rooms C63 and C64.57 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 30 SUBTASK NO. 010.05 DESCRIPTION This photograph shows a representative view of white LBP on posts and grey paint on I-beams in room C63.60 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows a representative view of green LBP on walls in women’s restroom C64.59 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 31 SUBTASK NO. 010.05 DESCRIPTION This photograph shows a representative view of blue LBP on metal doors.62 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows a representative view of red LBP on fire suppression piping.61 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 32 SUBTASK NO. 010.05 DESCRIPTION This photograph shows a representative view of yellow LBP on guarding around the ammonia tank in room A42. 64 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 SUBTASK NO. 010.05 DESCRIPTION This photograph shows a representative view of blue LBP on a metal guard in room B55.63 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 Hazardous Materials Survey, Photographic Documentation Log Former Rath Buildings, Waterloo, Iowa 33 SUBTASK NO. 010.05 DESCRIPTION This photograph shows a representative view of yellow LBP on piping in room C33.65 CLIENT EPA Date Direction: NA PHOTOGRAPHER Cory Nichols 6/16/2022 APPENDIX C INSPECTOR CERTIFICATIONS December 19, 2020 Zachary Scot Usher 8151 N Denver Avenue APT 3223 Kansas City, MO 64119 Dear Zachary Scot Usher The department has reviewed the information you submitted and determined that you have met the requirements for certification in the state of Iowa as a Lead Inspector/Risk Assessor. Your certification number is: LEAD- INSP10153. Your certification will expire on December 18, 2023. By that date, you must renew your certification in order to perform any lead professional certification activities. To renew your certification, you will need to have completed the appropriate refresher course. Refresher courses are valid if taken within 3-years from the date that you renew. Please keep a copy of your certification on your person or in an easily retrievable area at the work site. If you submitted your application online or with a valid email address, the certification is being provided to you electronically. You may choose to either print these documents or have them available on your phone or other electronic device for display if requested. You can find the certification requirements and work practice standards for all lead professionals in Iowa Administrative Code 641 - Chapter 70, which is at: http://www.idph.iowa.gov/LPP under "Resources". You must be currently certified to perform work that requires certification. Bureau of Environmental Health Services Lead Professional Certification Phone: 800-972-2026 E-mail: Lead.Bureau@idph.iowa.gov IOWA DEPARTMENT OF PUBLIC HEALTH Zachary Scot Usher Lead Inspector/Risk Assessor Certification Number: LEAD-INSP10153 Expiration Date: December 18, 2023 APPENDIX D ACM ANALYTICAL RESULTS AND CHAIN-OF-CUSTODY FORMS Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 - REVISED 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com WollastoniteWindow Glazing, Gray, Homogeneous ChrysotileRB-WG-01 <1%2% Non-Fibrous Material 98% WollastoniteWindow Glazing, Pink, Homogeneous ChrysotileRB-WG-02 <1%2% Non-Fibrous Material 98% WollastoniteWindow Glazing, Gray, Homogeneous ChrysotileRB-WG-03 <1%2% Non-Fibrous Material 98% Block Grout, Gray, Homogeneous None DetectedRB-BG-01 Non-Fibrous Material 100% Block Grout, Gray, Homogeneous None DetectedRB-BG-02 Non-Fibrous Material 100% Block Grout, Gray, Homogeneous None DetectedRB-BG-03 Non-Fibrous Material 100% Insulation, White, Homogeneous Amosite Chrysotile RB-TSI-01 20% 8% Non-Fibrous Material 72% Insulation, *Not analyzed per client request RB-TSI-02 Cellulose Fiber Synthetic Fiber LAYER 1 Wrap, Gray, Homogeneous None DetectedRB-TSI-03 45% 45% Non-Fibrous Material 10% LAYER 2 Insulation, *Not analyzed per client request Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 1 of 23 Jovahnny Dominguez Analyst Revision: Remove duplicate entry sample and data, client requested - pg 23 Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com LAYER 1 Mastic, Black, Homogeneous None DetectedRB-TSI2-01 Non-Fibrous Material 100% Cellulose FiberLAYER 2 Insulation, Brown, Homogeneous None Detected 80% Non-Fibrous Material 20% LAYER 1 Mastic, Black, Homogeneous None DetectedRB-TSI2-02 Non-Fibrous Material 100% Cellulose FiberLAYER 2 Insulation, Brown, Homogeneous None Detected 80% Non-Fibrous Material 20% LAYER 1 Mastic, Black, Homogeneous None DetectedRB-TSI2-03 Non-Fibrous Material 100% Cellulose FiberLAYER 2 Insulation, Brown, Homogeneous None Detected 80% Non-Fibrous Material 20% Plaster, Gray, Homogeneous ChrysotileRB-PL-01 <1%Non-Fibrous Material 100% Plaster, Gray, Homogeneous ChrysotileRB-PL-02 <1%Non-Fibrous Material 100% Plaster, Gray, Homogeneous ChrysotileRB-PL-03 <1%Non-Fibrous Material 100% Cork, Brown, Homogeneous None DetectedRB-CI-01 Non-Fibrous Material 100% Cork, Brown, Homogeneous None DetectedRB-CI-02 Non-Fibrous Material 100% Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 2 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com Cork, Brown, Homogeneous None DetectedRB-CI-03 Non-Fibrous Material 100% Insulation, Gray, Homogeneous ChrysotileRB-TSI3-01 25%Non-Fibrous Material 75% Insulation, *Not analyzed per client request RB-TSI3-02 Insulation, *Not analyzed per client request RB-TSI3-03 Mineral WoolInsulation, Gray, Homogeneous Amosite Chrysotile RB-INS-01 10% 10% 2% Non-Fibrous Material 78% Insulation, *Not analyzed per client request RB-INS-02 Insulation, *Not analyzed per client request RB-INS-03 Cellulose FiberLAYER 1 Tar and Felt, Black, Homogeneous None DetectedRB-TSI4-01 50% Non-Fibrous Material 50% LAYER 2 Insulation, Gray, Homogeneous None Detected Non-Fibrous Material 100% Cellulose FiberLAYER 1 Tar and Felt, Black, Homogeneous None DetectedRB-TSI4-02 50% Non-Fibrous Material 50% LAYER 2 Tar and Felt, Black, Homogeneous Chrysotile 30%Non-Fibrous Material 70% LAYER 3 Insulation, Gray, Homogeneous None Detected Non-Fibrous Material 100% Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 3 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com Cellulose FiberLAYER 1 Tar and Felt, Black, Homogeneous None DetectedRB-TSI4-03 50% Non-Fibrous Material 50% LAYER 2 Tar and Felt, *Not analyzed per client request LAYER 3 Insulation, Gray, Homogeneous None Detected Non-Fibrous Material 100% Caulk, Brown, Homogeneous ChrysotileRB-DC-01 5%Non-Fibrous Material 95% Caulk, *Not analyzed per client requestRB-DC-02 Caulk, *Not analyzed per client requestRB-DC-03 Insulation, White, Homogeneous AmositeRB-BI-01 10%Non-Fibrous Material 90% Insulation, *Not analyzed per client request RB-BI-02 Insulation, *Not analyzed per client request RB-BI-03 Tar, Black, Homogeneous None DetectedRB-T-01 Non-Fibrous Material 100% Tar, Black, Homogeneous None DetectedRB-T-02 Non-Fibrous Material 100% Tar, Black, Homogeneous None DetectedRB-T-03 Non-Fibrous Material 100% Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 4 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com Transite, Beige, Homogeneous ChrysotileRB-TRAN-01 15%Non-Fibrous Material 85% Transite, *Not analyzed per client requestRB-TRAN-02 Transite, *Not analyzed per client requestRB-TRAN-03 Duct Sealant, Black, Homogeneous ChrysotileRB-DS-01 15%Non-Fibrous Material 85% Duct Sealant, *Not analyzed per client request RB-DS-02 Duct Sealant, *Not analyzed per client request RB-DS-03 Cellulose FiberAircell Pipe Insulation, Beige, Homogeneous ChrysotileRB-TSI5-01 20%10% Non-Fibrous Material 70% Aircell Pipe Insulation, *Not analyzed per client request RB-TSI5-02 Aircell Pipe Insulation, *Not analyzed per client request RB-TSI5-03 Plaster, Gray, Homogeneous ChrysotileRB-PL-04 <1%Non-Fibrous Material 100% Plaster, Gray, Homogeneous ChrysotileRB-PL-05 <1%Non-Fibrous Material 100% Plaster, Gray, Homogeneous ChrysotileRB-PL-06 <1%Non-Fibrous Material 100% Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 5 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com Plaster, Gray, Homogeneous ChrysotileRB-PL-07 <1%Non-Fibrous Material 100% Cellulose FiberShingle, Black, Homogeneous ChrysotileRB-AS-01 10%2% Non-Fibrous Material 88% Shingle, *Not analyzed per client requestRB-AS-02 Shingle, *Not analyzed per client requestRB-AS-03 Cellulose FiberDoor Caulk, Black, Homogeneous None DetectedRB-DC2-01 3% Non-Fibrous Material 97% Cellulose FiberDoor Caulk, Black, Homogeneous None DetectedRB-DC2-02 3% Non-Fibrous Material 97% Cellulose FiberDoor Caulk, Black, Homogeneous None DetectedRB-DC2-03 3% Non-Fibrous Material 97% Caulk, White, Homogeneous None DetectedRB-WC-01 Non-Fibrous Material 100% Caulk, White, Homogeneous None DetectedRB-WC-02 Non-Fibrous Material 100% Caulk, White, Homogeneous None DetectedRB-WC-03 Non-Fibrous Material 100% Synthetic FiberFire Hose, Beige, Homogeneous None DetectedRB-FH-01 95% Non-Fibrous Material 5% Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 6 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com Synthetic FiberFire Hose, Beige, Homogeneous None DetectedRB-FH-02 95% Non-Fibrous Material 5% Synthetic FiberFire Hose, Beige, Homogeneous None DetectedRB-FH-03 95% Non-Fibrous Material 5% Synthetic FiberTar Wrap, Black, Homogeneous None DetectedRB-PW-01 15% Non-Fibrous Material 85% Synthetic FiberTar Wrap, Black, Homogeneous None DetectedRB-PW-02 15% Non-Fibrous Material 85% Synthetic FiberTar Wrap, Black, Homogeneous None DetectedRB-PW-03 15% Non-Fibrous Material 85% Tar, Black, Homogeneous None DetectedRB-T2-01 Non-Fibrous Material 100% Tar, Black, Homogeneous None DetectedRB-T2-02 Non-Fibrous Material 100% Tar, Black, Homogeneous None DetectedRB-T2-03 Non-Fibrous Material 100% Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 7 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com LAYER 1 Coating, White, Homogeneous None DetectedRB-FWC-01 Non-Fibrous Material 100% Cellulose Fiber Fibrous Glass LAYER 2 Insulation, White, Homogeneous None Detected 10% 5% Non-Fibrous Material 85% LAYER 3 Foam, White, Homogeneous None Detected Non-Fibrous Material 100% LAYER 1 Coating, White, Homogeneous None DetectedRB-FWC-02 Non-Fibrous Material 100% Cellulose Fiber Fibrous Glass LAYER 2 Insulation, White, Homogeneous None Detected 10% 5% Non-Fibrous Material 85% LAYER 3 Foam, White, Homogeneous None Detected Non-Fibrous Material 100% LAYER 1 Coating, White, Homogeneous None DetectedRB-FWC-03 Non-Fibrous Material 100% Cellulose Fiber Fibrous Glass LAYER 2 Insulation, White, Homogeneous None Detected 10% 5% Non-Fibrous Material 85% LAYER 1 Coating, White, Homogeneous None DetectedRB-FWC-04 Non-Fibrous Material 100% Cellulose Fiber Fibrous Glass LAYER 2 Insulation, White, Homogeneous None Detected 10% 5% Non-Fibrous Material 85% Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 8 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com LAYER 1 Coating, White, Homogeneous None DetectedRB-FWC-05 Non-Fibrous Material 100% Cellulose Fiber Fibrous Glass LAYER 2 Insulation, White, Homogeneous None Detected 10% 5% Non-Fibrous Material 85% LAYER 1 Coating, White, Homogeneous None DetectedRB-FWC-06 Non-Fibrous Material 100% Cellulose Fiber Fibrous Glass LAYER 2 Insulation, White, Homogeneous None Detected 10% 5% Non-Fibrous Material 85% LAYER 1 Coating, White, Homogeneous None DetectedRB-FWC-07 Non-Fibrous Material 100% Cellulose Fiber Fibrous Glass LAYER 2 Insulation, White, Homogeneous None Detected 10% 5% Non-Fibrous Material 85% Insulation, Pink, Homogeneous ChrysotileRB-TI-01 30%Non-Fibrous Material 70% Insulation, *Not analyzed per client request RB-TI-02 Insulation, *Not analyzed per client request RB-TI-03 Grout, Gray, Homogeneous No Ceramic Tile Present None DetectedRB-CFT-01 Non-Fibrous Material 100% Ceramic Tile, Brown, Homogeneous None DetectedRB-CFT-02 Non-Fibrous Material 100% Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 9 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com LAYER 1 Ceramic Tile, Brown, Homogeneous None DetectedRB-CFT-03 Non-Fibrous Material 100% LAYER 2 Grout, Gray, Homogeneous None Detected Non-Fibrous Material 100% LAYER 1 Floor Tile, Green, Homogeneous ChrysotileRB-VFT-01 5%Non-Fibrous Material 95% LAYER 2 Mastic, Black, Homogeneous Chrysotile 5%Non-Fibrous Material 95% Flooring, *Not analyzed per client requestRB-VFT-02 Flooring, *Not analyzed per client requestRB-VFT-03 LAYER 1 Cove Base, Black, Homogeneous None DetectedRB-CB-01 Non-Fibrous Material 100% LAYER 2 Mastic, Dk. Brown, Homogeneous None Detected Non-Fibrous Material 100% LAYER 1 Cove Base, Black, Homogeneous None DetectedRB-CB-02 Non-Fibrous Material 100% LAYER 2 Mastic, Dk. Brown, Homogeneous None Detected Non-Fibrous Material 100% LAYER 1 Cove Base, Black, Homogeneous None DetectedRB-CB-03 Non-Fibrous Material 100% LAYER 2 Mastic, Dk. Brown, Homogeneous None Detected Non-Fibrous Material 100% Cellulose FiberCeiling Tile, Dk. Brown, Homogeneous None DetectedRB-CT-01 80% Non-Fibrous Material 20% Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 10 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com Cellulose FiberCeiling Tile, Dk. Brown, Homogeneous None DetectedRB-CT-02 80% Non-Fibrous Material 20% Cellulose FiberCeiling Tile, Dk. Brown, Homogeneous None DetectedRB-CT-03 80% Non-Fibrous Material 20% LAYER 1 Floor Tile, Brown, Homogeneous ChrysotileRB-VFT2-01 2%Non-Fibrous Material 98% LAYER 2 Mastic, Black, Homogeneous Chrysotile 5%Non-Fibrous Material 95% Flooring, *Not analyzed per client requestRB-VFT2-02 Flooring, *Not analyzed per client requestRB-VFT2-03 LAYER 1 Coating, Silver, Homogeneous None DetectedRB-TSI6-01 Non-Fibrous Material 100% LAYER 2 Insulation, White, Homogeneous Amosite Chrysotile 20% 3% Non-Fibrous Material 77% LAYER 1 Coating, Silver, Homogeneous None DetectedRB-TSI6-02 Non-Fibrous Material 100% LAYER 2 Insulation, *Not analyzed per client request Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 11 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com Cellulose Fiber Synthetic Fiber LAYER 1 Wrap, Gray, Homogeneous None DetectedRB-TSI6-03 45% 45% Non-Fibrous Material 10% LAYER 2 Insulation, *Not analyzed per client request LAYER 1 Flooring, Gray, Homogeneous None DetectedRB-VFT3-01 Non-Fibrous Material 100% Cellulose FiberLAYER 2 Mastic, Dk. Brown, Homogeneous None Detected 5% Non-Fibrous Material 95% LAYER 1 Flooring, Gray, Homogeneous None DetectedRB-VFT3-02 Non-Fibrous Material 100% Cellulose FiberLAYER 2 Mastic, Dk. Brown, Homogeneous None Detected 5% Non-Fibrous Material 95% LAYER 1 Flooring, Gray, Homogeneous None DetectedRB-VFT3-03 Non-Fibrous Material 100% Cellulose FiberLAYER 2 Mastic, Dk. Brown, Homogeneous None Detected 5% Non-Fibrous Material 95% Cellulose Fiber Mineral Wool Ceiling Tile, White/ Gray, Homogeneous None DetectedRB-CT2-01 60% 20% Non-Fibrous Material 20% Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 12 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com Cellulose Fiber Mineral Wool Ceiling Tile, White/ Gray, Homogeneous None DetectedRB-CT2-02 60% 20% Non-Fibrous Material 20% Cellulose Fiber Mineral Wool Ceiling Tile, White/ Gray, Homogeneous None DetectedRB-CT2-03 60% 20% Non-Fibrous Material 20% LAYER 1 Texture, White, Homogeneous None DetectedRB-DWJC-01 Non-Fibrous Material 100% Cellulose Fiber Fibrous Glass LAYER 2 Wallboard, Brown/ White, Homogeneous None Detected 10% <1% Non-Fibrous Material 90% LAYER 1 Texture, White, Homogeneous None DetectedRB-DWJC-02 Non-Fibrous Material 100% Cellulose FiberLAYER 2 Tape, Beige, Homogeneous None Detected 100% LAYER 3 Joint Compound, White, Homogeneous None Detected Non-Fibrous Material 100% Cellulose Fiber Fibrous Glass LAYER 4 Wallboard, Brown/ White, Homogeneous None Detected 10% <1% Non-Fibrous Material 90% Texture, White, Homogeneous No Wallboard Present None DetectedRB-DWJC-03 Non-Fibrous Material 100% Cove Base Mastic, Beige, Homogeneous None DetectedRB-CB2-01 Non-Fibrous Material 100% Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 13 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com LAYER 1 Cove Base, Beige, Homogeneous None DetectedRB-CB2-02 Non-Fibrous Material 100% LAYER 2 Mastic, Beige, Homogeneous None Detected Non-Fibrous Material 100% LAYER 1 Cove Base, Beige, Homogeneous None DetectedRB-CB2-03 Non-Fibrous Material 100% LAYER 2 Mastic, Beige, Homogeneous None Detected Non-Fibrous Material 100% Fibrous GlassLAYER 1 Sheet Flooring, Brown/ Beige, Homogeneous None DetectedRB-SF-01 5% Non-Fibrous Material 95% LAYER 2 Mastic, Yellow, Homogeneous None Detected Non-Fibrous Material 100% Fibrous GlassLAYER 1 Sheet Flooring, Brown/ Beige, Homogeneous None DetectedRB-SF-02 5% Non-Fibrous Material 95% LAYER 2 Mastic, Yellow, Homogeneous None Detected Non-Fibrous Material 100% Fibrous GlassLAYER 1 Sheet Flooring, Brown/ Beige, Homogeneous None DetectedRB-SF-03 5% Non-Fibrous Material 95% LAYER 2 Mastic, Yellow, Homogeneous None Detected Non-Fibrous Material 100% Countertop, Black, Homogeneous None DetectedRB-CRT-01 Non-Fibrous Material 100% Countertop, Black, Homogeneous None DetectedRB-CRT-02 Non-Fibrous Material 100% Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 14 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com Countertop, Black, Homogeneous None DetectedRB-CRT-03 Non-Fibrous Material 100% Cellulose Fiber Fibrous Glass Fireproofing, Gray, Homogeneous None DetectedRB-FP-01 10% 5% Non-Fibrous Material 85% Cellulose Fiber Fibrous Glass Fireproofing, Gray, Homogeneous None DetectedRB-FP-02 10% 5% Non-Fibrous Material 85% Cellulose Fiber Fibrous Glass Fireproofing, Gray, Homogeneous None DetectedRB-FP-03 10% 5% Non-Fibrous Material 85% Caulk, Gray, Homogeneous None DetectedRB-C-01 Non-Fibrous Material 100% Caulk, Gray, Homogeneous None DetectedRB-C-02 Non-Fibrous Material 100% Caulk, Gray, Homogeneous None DetectedRB-C-03 Non-Fibrous Material 100% Caulk, Brown, Homogeneous ChrysotileRB-DC3-01 10%Non-Fibrous Material 90% Caulk, *Not analyzed per client requestRB-DC3-02 Caulk, *Not analyzed per client requestRB-DC3-03 Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 15 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com Transite, White/ Gray, Homogeneous ChrysotileRB-TRAN2-01 15%Non-Fibrous Material 85% Transite, *Not analyzed per client requestRB-TRAN2-02 Transite, *Not analyzed per client requestRB-TRAN2-03 Caulk, Gray, Homogeneous None DetectedRB-C2-01 Non-Fibrous Material 100% Caulk, Gray, Homogeneous None DetectedRB-C2-02 Non-Fibrous Material 100% Caulk, Gray, Homogeneous None DetectedRB-C2-03 Non-Fibrous Material 100% Cellulose FiberFloor Seam, Black, Homogeneous None DetectedRB-FS-01 5% Non-Fibrous Material 95% Cellulose FiberFloor Seam, Black, Homogeneous None DetectedRB-FS-02 5% Non-Fibrous Material 95% Cellulose FiberFloor Seam, Black, Homogeneous None DetectedRB-FS-03 5% Non-Fibrous Material 95% Expansion Joint, Gray, Homogeneous None DetectedRB-EJ-01 Non-Fibrous Material 100% Expansion Joint, Gray, Homogeneous None DetectedRB-EJ-02 Non-Fibrous Material 100% Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 16 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com Expansion Joint, Gray, Homogeneous None DetectedRB-EJ-03 Non-Fibrous Material 100% Window Caulk, Black, Homogeneous ChrysotileRB-WC2-01 15%Non-Fibrous Material 85% Window Caulk, *Not analyzed per client request RB-WC2-02 Window Caulk, *Not analyzed per client request RB-WC2-03 Expansion Joint, Gray, Homogeneous None DetectedRB-EJ2-01 Non-Fibrous Material 100% Expansion Joint, Gray, Homogeneous None DetectedRB-EJ2-02 Non-Fibrous Material 100% Expansion Joint, Gray, Homogeneous None DetectedRB-EJ2-03 Non-Fibrous Material 100% Fibrous GlassLAYER 1 Mastic Wrap, Black, Homogeneous None DetectedRB-RM-01 15% Non-Fibrous Material 85% Cellulose FiberLAYER 2 Tar, Black, Homogeneous None Detected 10% Non-Fibrous Material 90% Mineral WoolLAYER 3 Insulation, Yellow, Homogeneous None Detected 95% Non-Fibrous Material 5% Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 17 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com Fibrous GlassLAYER 1 Mastic Wrap, Black, Homogeneous None DetectedRB-RM-02 15% Non-Fibrous Material 85% Cellulose FiberLAYER 2 Tar, Black, Homogeneous None Detected 10% Non-Fibrous Material 90% Mineral WoolLAYER 3 Insulation, Yellow, Homogeneous None Detected 95% Non-Fibrous Material 5% Fibrous GlassLAYER 1 Mastic Wrap, Black, Homogeneous None DetectedRB-RM-03 15% Non-Fibrous Material 85% Cellulose FiberLAYER 2 Tar, Black, Homogeneous None Detected 10% Non-Fibrous Material 90% Mineral WoolLAYER 3 Insulation, Yellow, Homogeneous None Detected 95% Non-Fibrous Material 5% Synthetic FiberLAYER 1 Membrane, Gray/ Beige, Homogeneous None DetectedRB-RM2-01 15% Non-Fibrous Material 85% Cellulose Fiber Fibrous Glass LAYER 2 Foam Insulation, Gray/ Beige, Homogeneous None Detected 10% 5% Non-Fibrous Material 85% Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 18 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com Synthetic FiberLAYER 1 Membrane, Gray/ Beige, Homogeneous None DetectedRB-RM2-02 15% Non-Fibrous Material 85% Cellulose Fiber Fibrous Glass LAYER 2 Foam Insulation, Gray/ Beige, Homogeneous None Detected 10% 5% Non-Fibrous Material 85% Synthetic FiberLAYER 1 Membrane, Gray/ Beige, Homogeneous None DetectedRB-RM2-03 15% Non-Fibrous Material 85% Cellulose Fiber Fibrous Glass LAYER 2 Foam Insulation, Gray/ Beige, Homogeneous None Detected 10% 5% Non-Fibrous Material 85% Roof Tar, Gray/ Black, Homogeneous ChrysotileRB-RT-01 8%Non-Fibrous Material 92% Roof Tar, *Not analyzed per client requestRB-RT-02 Roof Tar, *Not analyzed per client requestRB-RT-03 Roof Caulk, Gray, Homogeneous ChrysotileRB-RC-01 5%Non-Fibrous Material 95% Roof Caulk, *Not analyzed per client request RB-RC-02 Roof Caulk, *Not analyzed per client request RB-RC-03 Roof Tar, Black, Homogeneous None DetectedRB-RT2-01 Non-Fibrous Material 100% Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 19 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com Roof Tar, Black, Homogeneous None DetectedRB-RT2-02 Non-Fibrous Material 100% Roof Tar, Black, Homogeneous None DetectedRB-RT2-03 Non-Fibrous Material 100% Fibrous GlassLAYER 1 Roofing Tars and Felts, Black, Homogeneous None DetectedRB-RM3-01 15% Non-Fibrous Material 85% Cellulose FiberLAYER 2 Decking, Brown, Homogeneous None Detected 80% Non-Fibrous Material 20% Fibrous GlassLAYER 1 Roofing Tars and Felts, Black, Homogeneous None DetectedRB-RM3-02 15% Non-Fibrous Material 85% Cellulose FiberLAYER 2 Decking, Brown, Homogeneous None Detected 80% Non-Fibrous Material 20% Fibrous GlassLAYER 1 Roofing Tars and Felts, Black, Homogeneous None DetectedRB-RM3-03 15% Non-Fibrous Material 85% Cellulose FiberLAYER 2 Decking, Brown, Homogeneous None Detected 80% Non-Fibrous Material 20% Cellulose FiberRoof Tar, Black, Homogeneous None DetectedRB-RT3-01 5% Non-Fibrous Material 95% Cellulose FiberRoof Tar, Black, Homogeneous None DetectedRB-RT3-02 5% Non-Fibrous Material 95% Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 20 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com Cellulose FiberRoof Tar, Black, Homogeneous None DetectedRB-RT3-03 5% Non-Fibrous Material 95% Window Caulk, White, Homogeneous None DetectedRB-WC3-01 Non-Fibrous Material 100% Window Caulk, White, Homogeneous None DetectedRB-WC3-02 Non-Fibrous Material 100% Window Caulk, White, Homogeneous None DetectedRB-WC3-03 Non-Fibrous Material 100% Fibrous GlassLAYER 1 Shingle, Black, Homogeneous None DetectedRB-AS2-01 15% Non-Fibrous Material 85% Cellulose FiberLAYER 2 Tar Paper, Black, Homogeneous None Detected 100% Fibrous GlassLAYER 1 Shingle, Black, Homogeneous None DetectedRB-AS2-02 15% Non-Fibrous Material 85% Cellulose FiberLAYER 2 Tar Paper, Black, Homogeneous None Detected 100% Fibrous GlassLAYER 1 Shingle, Black, Homogeneous None DetectedRB-AS2-03 15% Non-Fibrous Material 85% Cellulose FiberLAYER 2 Tar Paper, Black, Homogeneous None Detected 100% Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 21 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com Synthetic FiberLAYER 1 Roll Roofing, Black, Homogeneous None DetectedRB-RM4-01 20% Non-Fibrous Material 80% Cellulose Fiber Fibrous Glass LAYER 2 Roofing Felt, Black, Homogeneous None Detected 15% 15% Non-Fibrous Material 70% LAYER 3 Foam Insulation, Yellow, Homogeneous None Detected Non-Fibrous Material 100% Synthetic FiberLAYER 1 Roll Roofing, Black, Homogeneous None DetectedRB-RM4-02 20% Non-Fibrous Material 80% Cellulose Fiber Fibrous Glass LAYER 2 Roofing Felt, Black, Homogeneous None Detected 15% 15% Non-Fibrous Material 70% LAYER 3 Foam Insulation, Yellow, Homogeneous None Detected Non-Fibrous Material 100% Synthetic FiberLAYER 1 Roll Roofing, Black, Homogeneous None DetectedRB-RM4-03 20% Non-Fibrous Material 80% Cellulose Fiber Fibrous Glass LAYER 2 Roofing Felt, Black, Homogeneous None Detected 15% 15% Non-Fibrous Material 70% LAYER 3 Foam Insulation, Yellow, Homogeneous None Detected Non-Fibrous Material 100% Caulk, Red, Homogeneous None DetectedRB-RC2-01 Non-Fibrous Material 100% Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 22 of 23 Jovahnny Dominguez Analyst Date Received: 21-Jun-2022 23-Jun-2022Date Analyzed: 12-Jul-2022Date Reported: JH22138105Order #: 2958098Project #: 2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Appx E Sub E 40 CFR 763 / EPA 600/R-93/116 Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com Caulk, Red, Homogeneous None DetectedRB-RC2-02 Non-Fibrous Material 100% Caulk, Red, Homogeneous None DetectedRB-RC2-03 Non-Fibrous Material 100% Roof Coating, Silver, Homogeneous ChrysotileRB-RM5-01 10%Non-Fibrous Material 90% Roof Coating, *Not analyzed per client request RB-RM5-02 Roof Coating, *Not analyzed per client request RB-RM5-03 Expansion Joint, Gray, Homogeneous ChrysotileRB-EJ3-01 3%Non-Fibrous Material 97% Expansion Joint, *Not analyzed per client request RB-EJ3-02 Expansion Joint, *Not analyzed per client request RB-EJ3-03 Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. All reported results have been determined by calibrated visual estimation (CVE) unless otherwise noted. According to the USEPA 1991 Clarification and the Texas Asbestos Health Protection Rule, a material containing asbestos of <10% by CVE (including <1% asbestos) can only be demonstrated as a non-asbestos containing building material (non-ACBM) if confirmed by point counting. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condi- tion unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 23 of 23 Jovahnny Dominguez Analyst Revision: Remove duplicate entry sample and data, client requested - pg 23 J3'6'/o5 ~ \'1 I 111111111111111111111111111111111111111111111111111111 IS F 002958098 ; below) PCM -Other Air Bulk Rock & Requests CONTACT INFORMATION Soil Company: Tetra Tech -KCMO Address: 415 Oak Street, Kansas City, MO 64106 % Contact: Kaitlyn Mitchell Spedal lostructions: kaitlyn. mitchell@tetratech.com % " % % % " 0 % ""' 0 (.) " c " u " 0 Phone: 816-412-1742 " " 0 1i'. 0 u 0 0 (.) 1i'. (.) c u u 0 c c 0 0 ·5 PROJECT INFORMATION TURN AROUND TIME CODES (TAT) --0 0 ·5 0 c c ·5 :'!. a. ~ ·5 ·5 a. -a. 0 0 a. a. --0 0 Project ID: RCRA 6 -Brownfields STD -Standard (DEFAULT) " 0 c c ,._ 0 0 0 " " 0 0 "' Rushes received after 2pm I 0 0 0 0 0 :'!. ~ E Project :;; ~ :'!. ~ (.) (.) "' Site 10 -Rath Buildings ND -Next Business Day or on weekends, will be Cf) _J "O "O u:: Description: 0 a. c c c c c 0 0 considered received the next i .c £ I Project Sampling ~ " " " ·5 ·5 a; 50703 !..Ii'< i:i 'l-SO -Same Business Day business day. Please alert ""' 0 0 0 a. a. " "' Zio Code: Date & Time: Rush"' c "5 (.) (.) (.) :;; :;; ·;;; us in advance of weekend .c cc " " >-" c c c tl ~ "' "' ro *Please call Client Services analysis needs. 0 "jO "' <") <") PO Number: Sam~ed By. "l..t1. Vt,\..e_r. E ·5 ·5 ·5 " " c 103G6521019D.D10.D5 for locations with Rush u <( "' a. a. a. E E cc cc <( services ~ I °' <( <( <( "> ·;;; 0:: 0:: "O .0 !\} !\} "' Sample Type TAT Total Volume .0 Cf) "' a. a. a. <( <( °' Sample ID Description (Below) (Above) (Air Samples only) Notes u: 0 <( w w w (!) (!) (.) (.) _J ltt..t.M'~-01 vi~· ...... • ~ ~ Stop on 1st Positive D D 00 D D D D D D D D D D • -ii\ I D D l:)i D D D D D D D D D D l ·Ol I D D r,;i D D D D D D D D D D ·--~-ol Si....1o. r~.~~ D D ~ D D D D D D D D D D I ·Ol I D D ~ D D D D D D D D D D I • .,,1 I D D l6l D D D D D D D D D D ... , ...... , \J,.\~ \.t. .. ~A.• 1: A ii"' le:.~'\, D D "" D D D D D D D D D D I -9 ' D D !ii D D D D D D D D D D ..... \ D D ~ D D D D D D D D D D -1C,'l2.·0I 0\ ... (\,... \'~ .... .:r,.~,.\ ..... D D R:l D D D D D D D D D D 1. -ol ~ D D !'.!I D D D D D D D D D D SAMPLE TYPE CODES RELINQUISHED BY DATE& TIME I /7 RECEIVED BY I DATE& TIME A-Air W-Wipe ?z_.---C./i1/i1 11 " B-Bulk T -Tape ./ Wl D-Dust R-Rock -c--:::-SO-Soil 0-Other: By submitting this Chain of Custody, you agree to be bound by the terms and conditions set forth at http:/tM!Jw.emlab.com/terms-of-service Copyright© 2019 Euro fins EM Lab P&K Asbestos COC, Doc.# EM-CS·F-8557, Rev 13. Revised 8115119, Page 1 of 1 CHAIN OF CUSTODY :;:: eurofins www.EMLabPK.com EMLab P&K i .~ 1'1 A I llllll lllll lllll lllll lllll lllll lllll lllll lllll ll/11111 New Jersey: 3000 Lincoln Drive Eas~ Suite A, Martton, NJ 08053 * (866) 871-1984 ~ REQl w) Phoenix, AZ: 1501 West Knudsen Drive, Phoenix, AZ. 85027 * (800) 651-4802 002958098 SSF, CA: 6000 Shoreline Court, Suite 205, South San Francisco, CA 94080 * (866) 888-6653 PCM ~ Other Air Bulk r..ui..."' u Requests CONTACT INFORMATION Soil Company: Tetra Tech -KCMO AddressA 15 Oak Street, Kansas City, MO 64106 E' Special lnsbuctions: kaitlyn. mitchell@tetratech.com c " 0 Contact: Kaitlyn Mitchell E' " 0 E' c E' 0 0 u " " 0 c " u a: 0 u Phone: 816-412-1742 " " 0 0 0 u iL u c u u 0 c c 0 0 "6 PROJECT INFORMATION TURN AROUND TIME CODES (TAT) c c "6 0 0 ·a 0.. s "6 "6 a. :!. -a. 0 :;i; 0 0.. 0.. --Project ID: RCRA 6 -Brownfields STD -Standard (DEFAULT) ... 0 c c 0 0 ~ 0 0 0 " " 0 0 "' Project Rushes received after 2pm I 2 0 0 0 0 0 :!. -E ~ :!. u u "' Site 10 -Rath Buildings ND -Next Business Day or on weekends, will be en _J -"O "O u: Description: 0 ~ a. c c c c c 0 0 considered received the next .c .c I Project Sampling kJ SD -Same Business Day ~ -" " " " ·5 "(j 1ii 1ii "' 50703 Date & Time: 1'-l(t. '\. business day. Please alert "S 0 0 0 a. a. :;; 2 Zip Code: Rush* c u u u ·;;; us in advance of weekend .c aJ " " ~ " c c c ~ ~ "' "' *Please call Client Services analysis needs. "J: "' ..., ..., "' PO Number: Sampled By: 2-..\... Vs~ 0 B "(j "(j "(j ... " <= 103G65210190.010.05 for locations with Rush u <( "' a. 0.. a. E E <( aJ aJ services iii I "' <( <( <( ·:;; ·:;; c:'. c:'. "O .0 ~ ~ "' Sample Type TAT Total Volume .0 en "' a. a. a. <( <( "' Sample ID Description Notes u: 0 <( w w w ('.) ('.) u u _J (Below) (Above) {Air Samples only) 11.8-1"~1' 2.-,. IS\{H.\.t. Vt-· '7---~ s 5'11> Stop on 1st Positive D D lliiiV I'<! D D D D D D D D D •i'l.A •/ 171 .. \ \.o..r" D D I»! D D D D D D D D D D ' ·•1 I D D I]) D D D D D D D D D D I -o!> ' D D ~ D D D D D D D D D D -c.-i-1 "'. k. -r". . ' '-• --D D ill D D D D D D D D D D I -•1 I D D ia D D D D D D D D D D I -~ \ D D [l! D D D D D D D D D D -1"'€1-~; ~~~~· ~h-\.L_ D D ~ D D D D D D D D D D I -~ I D D [j D D D D D D D D D D I ·•'!. J D D l'iil D D D D D D D D D D ·"l.NS-ol ~"s"""'~.,_ D D rn D D D D D D D D D D SAMPLE TYPE CODES RELINQUISHED BY DATE& TIME RECEIVED BY DATE& TIME A-Air W-Wipe ~tt-_ <.111\21.. n~o /f,,//~ j/J.} 171 q,7 8-Bulk T -Tape I qn, D-Dust R-Rock / (/ (_/' SO-Soil 0-0ther: . By submitting this Chain of Custody, you agree to be bound by the terms and condifions set forth at http://www.emlab.com!terms-of-service Copyright© 2019 Eurofins EM Lab P&K Asbestos coc. Doc.# EM-CS-F-8557, Rev 13. Revised 8115119, Page 1 of 1 CHAIN OF CUSTODY :;:: eurofins www.EMLabPK.com ;15 EM Lab P&K '~? ..,.'; 11 1111111111111111111111111111111111111111111111111111111 New Jersey: 3000 Lincoln Drive East Suite A, Martton, NJ 08053 * (866) 871-1984 I s below) Phoenix, AZ: 1501 West Knudsen Drive, Phoenix, AZ 85027 * (800) 651·4802 002958098 SSF, CA: 6000 Shoreline Court, Suite 205, South San Francisco, CA 94080 * (866) 888-6653 PCM -Other Air ~UIK • ___ ,. <Jt Requests CONTACT INFORMATION Soil Company: Tetra Tech -KCMO Add,ess: 415 Oak Street, Kansas City, MO 64106 E Contact: Kaitlyn Mitchell Special instructions: kaitlyn. mitchell@tetratech.com c " ""' ""' " 0 E c E ""' c 0 u " c " u " 0 Phone: 816-412-1742 " " 0 il'. 0 u 0 0 u il'. u c u u 0 c c 0 0 ·o PROJECT INFORMATION TURN AROUND TIME CODES (TAT) -c 0 0 ·o 0 c ·o ::!-0.. ~ ·c; ·c; -0.. 0 0.. 0 0.. 0.. --0 0 Pmject ID: RCRA 6 -Brownfields STD -Standard (DEFAULT) " 0 c c 0 0 "' ~ 0 0 0 " " Rushes received after 2pm 0 0 0 0 0 " -E Project I :;; ~ ::!-u u -"' Site 1 O -Rath Buildings ND -Next Business Day or on weekends, will be Ul ..J -" " u: Description: 0 0.. " c " c " 0 0 considered received the next ~ .c .c I Project Sampling SD -Same Business Day ~ "' " " " ·o ·o a; a; "' 50703 <O.li'{( i.t business day. Please alert 3 0 0 0 0.. 0.. 2 2 ·;;; Zip Code: Date & Time: Rush* " u u u us in advance of weekend .c Ill u u >-*Please call Client Services " ~ " " c ~ . .,, "' "' ., analysis needs. 0 "' a; <") <") PO Number: Sampled By: 2....\. ~W .8 ·o ·c; ·o " " c 103G65210190.010.05 for locations with Rush u <( "' 0.. 0.. 0.. E E <( Ill Ill services ~ I "' <( <( <( ·:;; ·:;; (>'. (>'. " .0 e! e! "' Sample Type TAT Total Volume .0 Ul "' 0.. 0.. 0.. <( <( "' Sample ID Description (Below) (Above) (Air Samples only) Notes u: 0 <( w w w CJ CJ u u ..J ~B-jns-~ ~~ .... rz ~ Stop on 1st Positive D D [gj D D D D D D D D D D " -4--D D 6fl D D D D D D D D D D ·i)!"\·rl 13\ .. i..h\'. ?:,,. ~ .. ~ D D llO D D D D D D D D D D I •• I D D li<I D D D D D D D D D D I •<> I D D fig D D D D D D D D D D -oc-•l p.,.r l1tu.lk. D D !El D D D D D D D D D D I -•1. I D D rn D D D D D D D D D D I .... -, I D D ~ D D D D D D D D D D -81--ol g..,, k<" ::II->"'-"'"" D D Q'f D D D D D D D D D D • ~Ml i D D I><! D D D D D D D D D D \~ I D D ~ D D D D D D D D D D SAMPLE TYPE CODES RELINQUISHED BY DATE& TIME RECEIVED BY DATE & TIME A-Air W-Wipe /Z/L-/J/7 8-Bulk T -Tape (g{<<j(·tl-t 'J jo .,..--/ ():71 ( • VY1 (',/J 1!? 7 D-Dust R-Rock .r // -' SO-Soil 0-0ther: B~ s~b!flitting this Chain of Custody, you agree to be bound by the terms and conditions set forth at http://www.emlab.com/terms-of-service Copyright© 2019 Eurofins EM lab P&K Asbestos Coe, Doc.# EM-CS-f-8557, Rev 13. Revised 8115/19, Page 1 of 1 CHAIN OF CUSTODY :;:: eurofins ' '-I,.\-\I www.EMLabPK.com ! ASBESTOS ANALYSIS ! EMLab P&K '?' New Jersey: 3000 Lincoln Drive East. Suite A. Marlton, NJ 08053 * (866) 871-1984 I I II!!! /I lllllll~llllll lll~!llll lllll ~II/II/Ill~ s below) Phoenix, /lZ: 1501 West Knudsen Drive, Phoenix, AZ 85027 * (800) 651-4802 SSF, CA: 6000 Shoreline Court, Suite 205, South San Francisco, CA 94080 * (866) 888-6653 PCM -Other ' Air 002958098 • Requests CONTACT INFORMATION Company: Tetra Tech -KCMO AddressA 15 Oak Street, Kansas City, MO 64106 c Kaitlyn Mitchell Speo;a1 lostruct;on" kaitlyn. mitchell@tetratech .Com 'E' " 'E' 'E' Contact: " 0 'E' 'E' c 0 u " " 0 " u ;;: 0 u Phone: 816-412-1742 " " 0 0 0 u ;;: u c u u 0 c c 0 0 '(j PROJECT INFORMATION TURN AROUND TIME CODES (TAT) -c 0 0 '(j 0 c ·a ~ 0.. ~ ·a ·a 0.. -0.. 0 0 0.. 0.. --0 0 Project ID: RCRA 6 -Brownfields STD -Standard (DEFAULT) " 0 c c ~ 0 0 0 " " 0 0 "' Rushes received after 2pm 0 0 0 0 0 ~ ~ E Project I 2 N ~ ~ u u "' Site 1 O -Rath Buildings ND-Next Business Day or on weekends, will be (f) _, -"O "O u: Descrir tion: 0 0.. c c c c c 0 0 considered received the next ~ .<= .<= I Project Sampling SD-Same Business Day z "' " " " '(j '(j 1D 1D "' 50703 r..J l"(fl"-business day. Please alert -:; 0 0 0 0.. 0.. 2 2 "" Zic Code: Date & Time: Rush* c u u u us in advance of weekend .<= "' u u .?-" c -c . ., ~ "' "' *Please call Client Services analysis needs. 0 '3' "' c 1D "' "' "' PO Number: Sampled ~y: z_,_ l>)L...( .8 ·5 '(j '(j " " c 103865210190.010.05 for locations with Rush u <{ "' 0.. 0.. 0.. E E <{ "' "' services a; I Ql <{ <{ <{ ·;;; 5 0:: 0:: "O .c ~ ~ "' Sample Type TAT Total Volume .c (f) "' 0.. D.. 0.. <{ <{ Ql Sample ID Description Notes u: 0 <{ w w w CJ CJ u u _, (Below) (Above) (Air Samples only) AA ·'"i-ol ""f o.r B ~'II) Stop on 1st Positive D D ~ D D D D D D D D D D I -<>t I D D rn D D D D D D D D D D I ·03 I D D 00 D D D D D D D D D D -'l"IWll·' "Tr c>.M >le D D NI D D D D D D D D D D I --I D D l3Jl D D D D D D D D D D I ...., \ D D l¥l D D D D D D D D D D -l)S•ol .,,~' . '-D D Ill! D D D D D D D D D D ' .-<I], I D D [!I D D D D D D D D D D \ •ol I D D !!! D D D D D D D D D D ----A-•r>t« 1, _,. . D D liQl D D D D D D D D D D .l -1 -~ D D m D D D D D D D D D D SAMPLE TYPE CODES RELINQUISHED BY DATE& TIME ,......, RECEIVED BY DATE& TIME A-Air W-Wipe ~?---------/ //"?~-8-Bulk T -Tape "1111 ... i, 17>-f,;/1i/77 q,11 ] WI D-Dust R-Rock ,.. // I ' SO-Soil 0-Other: By submitting this Chain of Custody, you agree to be bound by the terms and conditions set forth at http://www.emlab.com/terms-of-service Copyright© 2019 Eurofins EM Lab P&K Asbestos coc, Doc.# EM-CS-f-8557, Rev 13. Revised B/15119, Page 1 or 1 CHAIN OF CUSTODY www.EMLabPK.com :;:: eurofins EMLab P&K f'l S D1r'\1 New Jersey: 3000 Lincoln Drive Eas~ Suite A, Marlton, NJ 08053" (866) 871-1984 Phoenix, AZ: 1501 West Knudsen Drive, Phoenix, AZ 85027 * (800) 651-4802 SSF, CA: 6000 Shoreline Court, Suite 205, South San Francisco, CA 94080 * (866) 888-6653 CONTACT INFORMATION Company I Tetra Tech -KCMO Address: 415 Oak Street, Kansas City, MO 64106 Contact: I Kaitlyn Mitchell Spec;a1 iostructions: kaitlyn. mitchell@tetratech.com Phone: 1816-412-1742 Project ID: Project Descriotion: Project Zic Ccxfe: PO Number: Sample ID ll\\·?J~ '1l -n.-.u "0$ -o<o .... , -As-DI I -ol. -o~ -l>Cl.-~I • -.>'2 I ....,,_ PROJECT INFORMATION TURN AROUND TIME CODES (TAT) RCRA 6 -Brownfields STD -Standard (DEFAULT) Site 10 -Rath Buildings ND -Next Business Day 50703 Sampling I Date &r;me: C,li'f/ 2 'I. SO -Same Business Day Rush* 103G65210190.010.05 Description Sampled By -Z...,k ~ *Please call Client Services for locations with Rush services Sample Type I TAT (Below) (Above) Total Volume (Air Samples only) .~.\\ ~ ... --.. a. I S"\"i> '11\c..<;IU" £L.c ...... I ,. I I ~oor C..,.,((,r. I Rushes received after 2pm or on weekends, will be considered received the next business day. Please alert us in advance of weekend analysis needs. Notes Stop on 1st Positive ~ --oo?. 958098 .YSIS Dxes below) ,_ PCI Air Bulk Rock & Soil Other Requests ol"'"IE ol'E <= => => 0 8 () "'" "'" <= <= => => 0 0 u <= <= => => => 0 0 0 () u u -i'i'. 0 i'i'. () -s <= ·5 0 0 0 ~I" 01010 => c ·a 0.. c ·a 0.. 0 .:'!-1-~ ·6 0 0.. a. 0 ::: ~ I ~I~ E 5 () ii; .0 u: ;; .,. <( I en 0 2 -' 0.. ~ "S al "' i .0 ~ 0 0 0 0 ~ :::!.. ~ u c => 0 () c ·a 0.. if w c => 8 E ·5 0.. if w E => 0 u E ·5 0.. if w E ·5 0.. " ~ E ·~ CJ D I D I IXI I D I D I D ID DIDl\iii:llD\D\D\D D I D I f)i;f I D I D I D ID D I D I 1$111 D I D I D ID DIDlg(IDIDIDID DIDIGOIDIDIDID D I D I ii11 I D I D I D ID D I D I li{,I I D I D I D ID DI D 11\Zl I D I D I D ID DIDl~IDIDIDID DIDl~IDIDIDID -<= => 0 u " ·a 0.. " . ., 1ii E ·;;; ~ CJ 0 0 ~ g "8 "8 :5 :5 " " 2 2 "' "' "' "' .,,. .,,. al al O'.'. O'.'. c:; c:; " E "' u:: I "' ·;;; >-rn ~ "' <O .5 DIDIDIDIDID DIDIDlDIDID DIDIDIDIDID DIDIDIDIDID DIDIDIDIDID DlDIDlDIDID DIDIDIDIDID DIDIDIDIDID DIDIDIDIDID DIDIDIDIDID DIDIDIDIDID SAMPLE TYPE CODES RELINQUISHED BY DATE& TIME RECEIVED BY DATE& TIME A-Air W-Wipe ~,,,4~ /1/7~ 8-Bulk T -Tape <o/1111-1-rl'lo ~1.//?7 0,')\ , D-Dust R-Rock /' // \._....-· . . SO-Soil 0-Other: By submitting this Chain of Custody, you agree to be bound by the terms and condiUons set forth at http://www.emlab.com/terms-of-service Copyright© 2019 Eurofins EM Lab P&K Asbestos COC, Doc.# EM.CS-F-8557, Rev 13. Revised 8115/19, Page 1 of 1 h-{ CHAIN OF CUSTODY :;; eurofins .... ··· www.EMLabPK.com ' ;t 11 .. ---s EMLab P&K {") c. \111\~~\\~\~l\l\~li~ New Jersey: 3000 Lincoln Drive East, Suite A, Martton, NJ 08053 * (866) 871-1984 RE >elow) Phoenix, AZ: 1501 West Knudsen Dr'1ve, Phoenix, AZ 85027 " (800) 651-4802 002958098 SSF, CA: 6000 Shoreline Court. Suite 205, South San Francisco, CA 94080 * (866) 888-6653 PCM L. Other Air Kock& Requests CONTACT INFORMATION uUlK Soil Company: Tetra Tech -KCMO Addcess: 415 Oak Street, Kansas City, MO 64106 g Kaitlyn Mitchell Special 1ostructions: kaitlyn .mitchell@tetratech.com g ~ g g Contact g ~ 0 g "' 0 (.) ~ ~ 0 c ~ (.) ii'. 0 (.) Phone: 816-412-1742 ~ ~ 0 ii'. (.) 0 0 (.) c u u 0 c c 0 0 ·5 PROJECT INFORMATION TURN AROUND TIME CODES (TAT) -c 0 0 ·5 0 c ·5 ""-a. a.. :l'. 0 ·c; ·5 a. -0 a.. ll. --0 0 Project ID: RCRA 6 -Brownfields STD -Standard (DEFAULT) " 0 c c ~ 0 0 0 ~ ~ 0 0 <D Rushes received after 2pm I 2 0 0 0 0 0 ""--E Project N ""-(.) (.) "' Site 1 O -Rath Buildings ND -Next Business Day or on weekends, will be "' _, --"O "O Li: DescrR: tioo: 0 a.. c c c c c 0 0 considered received the next ~ .c .c I Project Sampling SD -Same Business Day ~ ~ ~ ~ ·5 ·5 1ii 1ii 50703 C..li'il,, ..... business day. Please alert "' 0 0 0 a.. a. "' Zio Code: Date & Time: Rush* c ~ (.) (.) (.) 2 2 ·;;; us in advance of weekend £ <II u u ,., ~ c c c ~ ~ "' "' '° *Please call Client Services analysis needs. 'j; "' "' "' PO Number: Sampled By: Z,.,\.. 11)1..J 0 ~ ·5 ·5 ·5 " " c 103G65210190.010.05 for locations with Rush (.) <l'. a.. a.. a.. E E <II <II <l'. services (i; I (]) <l'. <l'. ·s: ·s: O'.'. O'.'. "O .0 <l'. ~ ~ "' Sample Type TAT Total Volume .0 "' "' a.. a.. a.. <l'. <l'. (]) Sample ID Description Notes Li: 0 <l'. w w w (.') (.') (.) (.) _, (Below) (Above) (Air Samples only) lt\:1-IJc-ol V'>.,bo,_, r , •·\I •. CZ. s-ro Stop on 1st Positive D D l\(I D D D D D D D D D D t -01. t D D r,a D D D D D D D D D D I -o"!> I D D it;l D D D D D D D D D D -i:11-1i1 ~· "¢ LI~• D D ljQ D D D D D D D D D D ; -oz. \ D D 09 D D D D D D D D D D I -ol I D D l5?l D D D D D D D D D D -i'W-ol ? ~ h (Af r?JJ'> D D ~ D D D D D D D D D D I ·Ol I D D IBll D D D D D D D D D D I -o> I D D M:J D D D D D D D D D D -1'.2.-rl ,. 6-(' D D ISll D D D D D D D D D D ~ -o'). ,,, D D 11! D D D D D D D D D D SAMPLE TYPE CODES RELINQUISHED BY DATE& TIME -RECEIVED BY DATE& TIME A-Air W-Wrpe d./~ //,//~ B Bulk T Tape !,.h1\ 1:1 .. ,,1o 0 //2.'7 cr21 n WI D-Dust R-Rock " tY SO-Soil 0-0ther: By submitting this Chain of Custody, you agree to be bound by the terms and conditions set forth at http://www.emlab.com/terms-of-service Copyright© 2019 Eurofins EM Lab P&K Asbestos coc, Doc.# EM-CS-F-8557, Rev 13. Revised 8115119, Page 1 of 1 CHAIN OF CUSTODY :;:: eurofins - ----www.EMLabPK.com I llllll lllll lllll lllll lllll llllllllll lllll lllll llll llll s EMLab P&K 1 ~rz 11 New Jersey: 3000 Lincoln Drive East, Suite A, Marlton, NJ 08053 * (866) 871-1984 ~~ RI 002958098 below) Phoenix, AZ.: 1501 West Knudsen Drive, Phoenix, AZ 85027 * (800) 651-4802 SSF, CA: 6000 Shoreline Court, Suite 205, South San Francisco, CA 94080 * (866) 888-6653 PCM Other -Air Bulk l'V"" ..... Requests CONTACT INFORMATION Soil Company: Tetra Tech -KCMO Addcess'415 Oak Street, Kansas City, MO 64106 'E Special Instructions: kaitlyn.mitchell@tetratech.com E " 'E 'E Contact Kaitlyn Mitchell 'E " 0 'E 0 '-' " E " '-' " 0 Phone: 816-412-1742 " " 0 Ii'. 0 u 0 0 '-' Ii'. '-' E u u 0 E E 0 0 ·5 PROJECT INFORMATION TURN AROUND TIME CODES (TAT) E E ·5 0 0 ·5 o._ 0 ·c; ·5 " ~ a_ ~ a_ -0 0 o._ o._ E E 0 0 Project JD: RCRA 6 -Brownfields SID -Standard (DEFAULT) ... 0 .... 0 0 0 " " 0 0 Q) " E Rushes received after 2pm I :2' 0 0 0 0 0 --Project N " '-' '-' "' Site 10 -Rath Buildings ND-Next Business Day or on weekends, will be U) _J ---"O "O u: Descriotion: 0 o._ ~ ~ ~ ~ ~ 0 0 considered received the next ~ <= <= <= <= <= £ 'al I z " " " ·c; ·c; Project Sampling I<;, { SD-Same Business Day business day. Please alert -"' 0 0 0 a_ a_ Q) "' 50703 Date&Time: 1-.jf-z..."Z. -"S 2 2 ·;;; Zic Code: Rush* E '-' '-' '-' us in advance of weekend £ ID ~ " " "' "' >-" E E ~ ·-= ro Sampled By: 2.-J.,. Vi ~ ~Please call Client Services analysis needs. "j; "' <= ;; "' "' PO Number: 0 .8 ·c; ·5 ·5 " " <= 103G65210190.010.05 for locations with Rush '-' <>: "' o._ o._ o._ E E ID m <>: services :u I <1> <>: <>: <>: ·;;: ·;;: 0:: 0:: "O .0 (/) .0 o._ o._ c.. ~ ~ <>: <>: "' Sample Type TAT Total Volume "' <1> Sample ID Description Notes u:: 0 <>: w w w CJ CJ '-' '-' _J (Below) (Above) (Air Samples only) ~~•J.-0) '"TO-{ 13 ':fr() Stop on 1st Positive D D fi{I D D D D D D D D D D . -FvJ4-· "'°'\I c~ ... .i..v.. I D D li?il D D D D D D D D D D -<> ./ D D ~ D D D D D D D D D D 4' D D ~ D D D D D D D D D D 'o'i D D ~ D D D D D D D D D D ·"' D D 00 D D D D D D D D D D -oii D D IBl D D D D D D D D D D ' --o"""' D D il9 D D D D D D D D D D -'1'"." .-al 1"1·• I<-1'."A< .. l .. 4-D D l2il D D D D D D D D D D 1 -ol t D D [j(;l D D D D D D D D D D l -·1 l D D lliil D D D D D D D D D D SAMPLE TYPE CODES RELINQUISHED BY DATE& TIME RECEIVED BY DATE& TIME A-Air W-Wipe ~h..-..___ /~ _,./') 8-Bulk T -Tape '9111 lvz. 11>,., -r;,/7/177 q:? I D-Dust R-Rock , t/ ~ SO-Soil 0-0ther: Cil'l1 By submitting this Chain of Custody, you agree to be bound by the terms and conditions set forth at http://www.emlab.com/terms-of-service Copyright© 2019 Eurofins EM Lab P&K Asbestos COC, Doc.# EM-CS-F-8557, Rev 13. Revised 8115/19, Page 1 of 1 CHAIN OF CUSTODY :;:: eurofins www.EMLabPK.com oY i'1 ,. rt-r,'lil"""'_r-o_""l"""'-ri>-__ A ... _._, --·-EMLab P&K Z") ii I llllll lllll lllll lllll 111111111111111111111111111111111 New Jersey: 3000 Lincoln Drive East Suite A, Marlton, NJ 08053 * (866) 871-1984 REQI lW) Phoenix, AZ.: 1501 West Knudsen Drive, Phoenix, AZ 85027 * (800) 651-4802 SSF, CA: 6000 Shoreline Court, Suite 205, South San Francisco, CA 94080 * (866) 888-6653 PCM 002958098 ~ Other CONTACT INFORMATION Air Requests "°" Company: Tetra Tech -KCMO AddressA 15 Oak Street, Kansas City, MO 64106 E Contact: Kaitlyn Mitchell Special iostructio"" kaitlyn .mitchell@tetratech.com c " ""' E " 0 E c E 0 (.) " c " (.) " 0 Phone: 816-412-1742 " " 0 1i'. 0 (.) 0 0 (.) 1i'. (.) c (.) (.) 0 c c 0 0 ·c; PROJECT INFORMATION TURN AROUND TIME CODES (TAT) c c ·c; 0 0 0 0.. s ·c; ·c; :st. ~ a_ ::!: 0 a_ 0 Project JD: RCRA 6 -Brownfields STD -Staodard (D!'FAUL T) ..,. 0.. 0.. 0 c c 0 0 ~ 0 0 0 " " 0 0 "' Project Rushes received after 2pm I 2 0 0 0 0 0 :st. -E N " ~ (.) (.) "' Descriotion: Site 10 -Rath Buildings ND-Next Business Day or on weekends, will be U) --' --"O "O u: 0 ~ a_ c c c c c 0 0 considered received the next 5 ~ I Project Sampling (,/ l'll'l-2 SD-Same Business Day z -" " " " ·c; ·c; "' "' 50703 business day. Please alert -0 0 0 a_ 0.. Zia Code: Date & Time: Rush* c ::; (.) (.) (.) 2 2 ·u; us in advance of weekend :E III u u ,,, " c c c ~ ~ "' "' ro ~Please call Client Services analysis needs. "' "' "' PO Number: Sampled By kk (Js,\..../ 0 ;, ~ ·15 ·c; ·15 ..,. " c 103G65210190.010.05 for locations with Rush (.) <( 0.. 0.. 0.. E E <( III III services l;; I " <( <( <( .,. .,. ll'.'. ll'.'. "O .0 I!' I!' "' Sample Type TAT Total Volume .0 U) "' 0.. a_ a_ <( <( " Sample ID Description {Below) (Above) {Air Samples only) Notes u: 0 <( w w w (!) (!) (.) (.) --' llP.-UT-o \ C,..-.,ri, ~ j,,.' (-, lt ll. s-rp Stop on 1st Positive D D rill D D D D D D D D D D I -o). I D D li!1I D D D D D D D D D D I -<P.i I D D ~ D D D D D D D D D D -Vf'T-o\ &...,,, -i::1 .. , -r:tt D D ra D D D D D D D D D D I -ol I D D 1\4 D D D D D D D D D D I -b'3 \ D D i;aJ D D D D D D D D D D -c3-ol )!,\"'""l (.,,o( ~ D D 5QI D D D D D D D D D D I -"1>1 I D D ~ D D D D D D D D D D I 4!i I D D ~ D D D D D D D D D D -c.'1"-ol c.,,·11~ "''!'ii. D D 1':!l D D D D D D D D D D J. -ot • ! D D [5j D D D D D D D D D D SAMPLE TYPE CODES RELINQUISHED BY DATE& TIME RECEIVED BY DATE& TIME A-Air W-Wipe ~~ 'l /"'? _____, 8-Bulk T -Tape ( 1,..,j'l.'1-11~ 'd'J/177 Cf~7\ n D-Dust R-Rock / r -L.----SO-Soil 0-0ther: 11'\ By submitting this Chain of Custody, you agree to be bound by the terms and conditions set forth at http://www.emlab.com/terms-of-service Copyright© 2019 Eurofins EM Lab P&K Asbestos coc, Doc.# EM-CS-F-8557, Rev 13. Revised 8115119, Pags 1of1 CHAIN OF CUSTODY :;:: eurofins www.EMLabPK.com EMLab P&K {)~ 11 ASBEST""" --'SIS q ~ \1111111,\1\l New Jersey: 3000 Lincoln Drive East, Suite A. Mar1ton, NJ 08053 * (866) 871-1984 \"') ·es below) Phoenix, /JZ.: 1501 West Knudsen Drive, Phoenix, AZ 85027 * (800) 651-4802 SSF, CA: 6000 Shoreline Court, Suite 205, South San Francisco, CA 94080 * (866) 888-6653 PCM 002958098 -Other Air J Requests CONTACT INFORMATION Soil Company: Tetra Tech -KCMO Address:415 Oak Street, Kansas City, MO 64106 'E Contact Kaitlyn Mitchell Special Instructions: kaitlyn .mitchell@tetratech.com E " 'E 'E 'E " 0 z-'E 0 0 " c " 0 " 0 Phone: 816-412-1742 " " 0 a: 0 0 0 0 0 a: 0 E 0 0 D E E D D ·5 PROJECT INFORMATION TURN AROUND TIME CODES (TAT) E ~ D D ·5 0 c ·15 ~ 0.. ~ ·15 ·15 -0.. D 0.. D 0.. 0.. ~ ~ 0 0 Project ID: RCRA 6 -Brownfields STD -Standard (DEFAULT) ..,. D c c ~ 0 0 0 " " 0 0 " Rushes received after 2pm I 2 0 0 0 0 0 ~ -E Project N ~ ~ 0 0 "' Site 10 -Rath Buildings ND -Neid: Business Day or on weekends, will be (/) _J -"O "O u: Description: 0 ~ 0.. E E E E E 0 0 considered received the next -i;; .c I Project Sampling lo/,y/1-'L SD -Same Business Day ~ -" " " " ·5 ·5 10 "' 50703 business day. Please alert " 0 0 0 a_ 0.. 2 2 ZIP Code: Date & Time: Rush* 0 0 0 ·;;; us in advance of weekend E f; 00 L) L) >-" E E E ~ ~ U) U) m *Please call Client Services analysis needs. ·3 "' ..., "' PO Number: Sampled By: ~ lJ.s,lu/ 0 0 ·5 ·5 ·5 ..,. " c: 103865210190.010.05 for locations with Rush 0 <( 00 0.. 0.. 0.. E E <( 00 00 services Iii I " <( <( <( ·;:; .,. 0:: 0:: "O -" !" !" "' Sample Type TAT Total Volume -" (/) "' 0.. 0.. 0.. <( <( " Sample ID Description (Below) (Above) (Air Samples orly) Notes u:: 0 <( w w w ('.) ('.) 0 0 _J i!S-C."T _"2. c.:1~ 11'{.. -12 ~ Stop on 1st Positive D D l3il D D D D D D D D D D .. V<--1").,0 J>.(\J~A yl~ •< ~\., D D Isa D D D D D D D D D D I -I D D l',iil D D D D D D D D D D 1 ~·' I D D &:I D D D D D D D D D D --rsto.-S.I·~ a. ..,.. . . D D llGI D D D D D D D D D D ' _, ' D D fi(J D D D D D D D D D D I -o l D D [SJ D D D D D D D D D D -VO:T3-0 r ..... f;b>•.r Ille D D ~ D D D D D D D D D D ( .,, I D D l1l D D D D D D D D D D I.....-. I D D ca D D D D D D D D D D -Ci2.-lll ee;L •• -rlk D D ~ D D D D D D D D D D SAMPLE TYPE CODES RELINQUISHED BY DATE& TIME RECEIVED BY DATE& TIME A-Air W-Wipe ~~· /)/7 B-Bulk T -Tape Col 1, 1-n-,.., '3• ......--; 'l/7117/"J q:2 i /q f1'\ D-Dust R-Rock / ,t/ C/ / SO-Soil 0-0ther: By submitting this Chain of Custody, you agree to be bound by the terms and conditions set forth al http://www.emlab.com/terms-of-service Copyright© 2019 Eurofins EM Lab P&K Asbestos coc, Doc.# EM-CS.f-8557, Rev 13. Revised 8/15/19, Page 1 of 1 CHAIN OF CUSTODY :;:: eurofins www.EMLabPK.com lo .J>ll AS I\\\\\\\~\\\\\\\~~\\\\\\ \\~\\\Ill\\\\\\\\\\ \\II\\\\ EMLab P&K '?" New Jersey: 3000 Lincoln Drive East. Suite A, Marlton, NJ 08053 * (866) 871-1984 REQUE: 002958098 Phoenix, AZ.: 1501 West Knudsen Drive, Phoenix, AZ 85027 * (800) 651-4802 SSF, CA: 6000 Shoreline Court, Suite 205, South San Francisco, CA 94080 * (866) 888-6653 PCM Other Air Bulk Rock& Requests CONTACT INFORMATION Soil Company: Tetra Tech -KCMO AddressA 15 Oak Street, Kansas City, MO 64106 1? Kaitlyn Mitchell Spec;a1 l"'t'"cUons: kaitlyn. mi!chell@!e!ratech .Com 1? " 1? c Contact: 1? " 0 "'" "'" 0 0 " " 0 c c " 0 1L 0 (.) Phone: 816-412-1742 " " 0 0 0 0 1L 0 c (.) 0 0 c c 0 0 ·15 PROJECT INFORMATION TURN AROUND TIME CODES {TAT) c c ·15 0 0 ·5 [)._ 8 ·15 ·15 ~ -"-~ 0 "-0 [)._ [)._ --0 0 Project ID: RCRA 6 -Brownfields STD -Standard (DEFAULT) ... 0 c c 0 0 "' ,.._ 0 0 0 ~ ~ " E Rushes received after 2pm I :;;: 0 0 0 0 0 --Project "' ... 0 0 "' Site 10 -Rath Buildings ND-Next Business Day or on weekends, will be (J) --' ---" " u:: Descriotion: 0 [)._ c c "E -c 0 0 considered received the next ~ c .c .c I ~ " " " ·15 ·15 1D 1D Project 50703 Sampling SD-Same Business Day business day. Please alert -"' 0 0 0 [)._ [)._ "' ZioCcx:le: Date & Time: Rush* "E "S (.) 0 0 :;;: :;;: .,. us in advance of weekend aJ u u >-" .c -"E "E ~ . ., '° '° rn *Please call Client Services analysis needs. 3' "' c 1D "' "' PO Number: 0 ~ ·15 ·15 ·15 " ... c 103G6521D190.010.05 Sampled By: for locations with Rush 0 <{ [)._ [)._ [)._ E E aJ aJ <{ services :;; I (]) <{ <{ <{ .,. .,. Cl'. Cl'. " .0 ~ ~ "' Sample Type TAT Total Volume .0 (J) "' (L [)._ [)._ <{ <{ (]) Sample ID Description Notes u:: 0 <{ w w w (.') (.') 0 0 --' (Below} (Above} (Air Samples only) u-eu-'"' l.c; l.• .... -(;J.c, g ~'1"1) Stop on 1st Positive D D r\CI D D D D D D D D D D ~ _, ~ D D IQ D D D D D D D D D D ·>V-lt-•I .n ... __ (I -::l"(., D D ~ D D D D D D D D D D I -0 . I D D ~ D D D D D D D D D D l -· I D D ~ D D D D D D D D D D -"-?--o ~ C.Ovt. &.,s.... D D ~ D D D D D D D D D D l ,,, I D D r;g D D D D D D D D D D I 'ti I D D ISOI D D D D D D D D D D -S!'-Ol Sh...i-<::<~in--· D D !Ill D D D D D D D D D D \ -111. I I D D ~ D D D D D D D D D D I -o~ l D D Eil D D D D D D D D D D SAMPLE TYPE CODES RELINQUISHED BY DATE& TIME RECEIVED BY DATE& TIME A-Air W-Wipe dA"U-..__ /~/'?----17 q 2 lqm 8-Bulk T -Tape 0(1-i )?.2. J'IJo &I'll!'. D-Dust R-Rock , /' SO-Soil 0-0ther: By submitting this Chain of Custody, you agree to be bound by the terms and conditions set forth at http://www.emlab.com/terms-of-service Copyright© 2019 Eurofins EM Lab P&K Asbestos Coe, Doc.# EM-CS-F-8557, Rev 13. Revised 8115/19, Page 1 of 1 CHAIN OF CUSTODY :;:: eurofins \it\l\i~~"~~~,,~,~~'' www.EMLabPK.com EM Lab P&K \\ o.f (1 • New Jersey: 3000 Lincoln Drive East, Suite A, Martton, NJ 08053 * (866) 871-1984 '?' REQ 002958098 >W) Phoenix, AZ.: 1501 West Knudsen Drive, Phoenix, AZ 85027 * (800) 651-4802 SSF, CA: 6000 Shoreline Court, Suite 205, South San Francisco, CA 94080 * (866) 888-6653 PCM ' L.IVI other Air Bulk Rock& Requests CONTACT INFORMATION Soil Company: Tetra Tech -KCMO AddressA 15 Oak Street, Kansas City, MO 64106 g Kaitlyn Mitchell Special Instructions: kaitlyn. mitchell@tetratech .COm c ::> g g Contact: g ::> 0 ~ g 0 (.) ::> c ::> (.) ::> 0 Phone: 816-412-1742 ::> ::> 0 i'i'. 0 (.) 0 0 (.) i'i'. (.) c (.) u 0 c E 0 0 ·5 PROJECT INFORMATION TURN AROUND TIME CODES (TAT) c -0 0 ·5 0 c ·5 ::'!. a.. ::: ·5 ·5 a. -a. 0 0 Cl. Cl. --0 0 Pr~ect ID: RCRA 6 -Brownfields STD -Standard (DEFAULT) " 0 c c ~ 0 0 0 ::> ::> 0 0 <D Rushes received after 2pm 0 0 0 0 0 " -E Project I 2 N " ~ (.) (.) -"' Site 10 -Rath Buildings ND -Next Business Day or on weekends, will be en _J --"C "C Li: Descrinf1on: 0 a. c c c c c 0 0 considered received the next ~ _c ~ I Project Sampling SD-Same Business Day ~ "" " ::> ::> ·5 ·5 1ii "' 50703 i.,,1141 z:t business day. Please alert :; 0 0 0 a.. a. 2 2 ·;;; Zia Code: Date & Time: Rush* E (.) (.) (.) us in advance of weekend ~ Ol 0 0 >-::> c E E ·-= ~ "' "' -.; *Please call Client Services analysis needs. "' 1ii "" "" PO Number: Sampled By: 1,,a.<,i,.. V'>V 0 ~ ·5 ·5 ·5 " " c 103G65210190.010.05 for locations with Rush (.) <{ a.. a. a.. E E Ol Ol <{ services (;; I (]) <{ <{ <{ ·:;; "> a:: a:: "C .0 !» !» "' Sample Type TAT Total Volume .0 en "' a.. a.. a. <{ <{ (]) Sample ID Description Notes u: 0 <{ w w w Cl Cl (.) (.) _J (Below) (Above) {Air Samples only) la.A • .:.1rr -o1 lo-.l<f f.o ~ '3 s-rp Stop on 1st Positive D D i!I D D D D D D D D D D I -ol. I ' D D l:&J D D D D D D D D D D I .-,.') ' D D [)51 D D D D D D D D D D -1'"1'-01 <"""'~ r, . D D l2l D D D D D D D D D D I .~ot I D D ~ D D D D D D D D D D ~ ....,~ I D D IP] D D D D D D D D D D -i::-ol e,._ .... \1-t D D [)I D D D D D D D D D D \ -•Z. I D D ~ D D D D D D D D D D \ -.. ~ I D D 5il D D D D D D D D D D .p,~I Ooo r C...~ lit-D D ~ D D D D D D D D D D 1 ·ol. "' D D ~ D D D D D D D D D D SAMPLE TYPE CODES RELINQUISHED BY DATE& TIME -RECEIVED BY DATE& TIME A-Air W-Wipe ~,:::.. /// Cf :7/ OM B Bulk T Tape u/i7 / 2fl-111. /? (~11///, D-Dust R-Rock IY ~ SO-Soil 0-0ther: By submitting this Chain of Custody, you agree to be bound by the terms and corr:litions set forth at httpJ/www.emlab.com/terms-of-service Copyright© 2019 Eurofins EM Lab P&K Asbestos COC, Dae.# EM-CS-F-$557, Rev 13. Revised 8/15/19, Page 1 of 1 CHAIN OF CUSTODY :;:: eurofins www.EMLabPK.com II ASE? -----~---_ ... _._._ EMLab P&K \'!,, cf' 1111111111111111111111111111111111111111111111111111111 -New Jersey: 3000 Lincoln Drive East, Suite A, Marlton, NJ 08053 * (866) 871-1984 1~ REQUES" Phoenix, AZ.: 1501 West Knudsen Drive, Phoenix, AZ 85027 * (800) 651-4802 SSF, CA: 6000 Shoreline Court, Suite 205, South San Francisco, CA 94080 * (866) 888-6653 002958098 PCM 1er Air 1,.Jl.111' Jests CONTACT INFORMATION 0011 Company: Tetra Tech -KCMO Address: 415 Oak Street. Kansas City, MO 64106 'E Contact Kaitlyn Mitchell Special Instructions: kaitlyn .mitchell@tetratech.com c ~ 'E 'E 'E ~ 0 0 0 0 () ~ c c ~ () ~ 0 Phone: 816-412-1742 ~ ~ 0 1L 0 () 0 0 () 1L () c () () 0 c c 0 0 ·5 PROJECT INFORMATION TURN AROUND TIME CODES (TAT) c ~ 0 0 ·5 a c ·5 :;i:_ a.. :::: "6 ·5 a.. -a.. 0 a.. (}_ ~ ~ 0 Project ID: RCRA 6 -Brownfields SID -Standard (DEFAULT) " 0 c c 0 0 .... 0 0 0 ~ ~ 0 0 <D Rushes received after 2pm I :;;; 0 0 0 0 0 :;i:_ -E Project N :;i:_ () () "' Site 10 -Rath Buildings ND -Next Business Day or on weekends, will be (f) _J --"O "O LL Description: 0 a.. c c c c c 0 0 considered received the next ~ .c 5 I Project Sampling SD -Same Business Day ~ ""' ~ ~ ~ ·5 ·5 " Q) "' 50703 v, } 1 '{ h:z .. business day. Please alert " 0 0 0 a.. a.. 2 2 ·;;; Zip Code: Date & Time: Rush* c () () () us in advance of weekend .c ID 0 0 >-~ c c c :m ·c: "' "' ., *Please call Client Services analysis needs. "j: "' " <") <") PO Number: Sampled By: Z,,,, ~ l),,\....t 0 .8 ·5 ·5 ·5 " " c: 103G6521D19D.010.D5 for locations with Rush () <( "' a.. a.. a.. E E ID ID <( seNices ~ I Q) <( <( <( ·5 ·5 0:: 0:: "O .0 !" !" "' Sample Type TAT Total Volume .0 (f) "' a.. a.. a.. <( <( Q) Sample ID Description Notes LL 0 <( w w w (..'.) (..'.) () () _J (Below) (Above) (Air Samples only) Ro-11<.'l-o '"D:--r ((A.•· \\.c. B ~ Stop on 1st Positive D D (19 D D D D D D D D D D -'IF.A"" ol 4"ril/'"s.;k-D D ~ D D D D D D D D D D I -(1"1.. I D D ~ D D D D D D D D D D I -ef< I D D rn D D D D D D D D D D -c..i-bl C-...\i<..· D D g;J D D D D D D D D D D I -0 I D D I f1ZI D D D D D D D D D D I -•3 l D D ~ D D D D D D D D D D • (-f·ol i;t~,,-~ D D 11511 D D D D D D D D D D I -<>!. I D D rn D D D D D D D D D D I -o") I D D ll/l D D D D D D D D D D -t-:S-ol ,, l;l'O<Ni'· ·-'1"11~ ,..\ D D ~ D D D D D D D D D D . SAMPLE TYPE CODES RELINQUISHED BY DATE& TIME RECEIVED BY DATE& TIME A-Air W-Wipe ~,?· I// a 17'7 Cf:2 / {.j ;i B-Bulk T -Tape (,,In( 1.2-17J.. ..,.....-] G!ZI D-Dust R-Rock / // <....-' c SO-Soil 0-0ther: By submitting this Chain of Custody, you agree to be bound by the terms and conditions set forth at http://www.emlab.com/terms-of-service Copyright© 2019 Eurofins'EMLab P&K Asbestos COG, Doc.# EM-GS-F-8557, Rev 13. Revised 8115119, Page 1of1 CHAIN OF CUSTODY :;:: eurofins www.EMLabPK.com i I 1111111111111111111111111111111111111111111111 Ill\ Ill\ • EMLab P&K 1'1 ) 17 be;-New Jersey: 3000 Lincoln Drive East Suite A, Marlton, NJ 08053 * (866) 871-1984 q,, REI 002958098 ::!low) Phoenix, 14Z..: 1501 West Knudsen Drive, Phoenix, AZ 85027 * (800) 651-4802 SSF, CA: 6000 Shoreline Court, Suite 205, South San Francisco, CA 94080 * (866) 888-6653 PCM ~ Other Air Bulk Rock & Requests CONTACT INFORMATION Soil Company: Tetra Tech -KCMO Address: 415 Oak Street, Kansas City, MO 64106 g 0 Contact Kaitlyn Mitchell Special 1ostructions: kaitlyn.mitchell@tetratech.com c " g g g " 0 0 0 0 (.) " " 0 c c " (.) a: 0 (.) Phone: 816-412-1742 " " 0 a: (.) 0 0 (.) c (.) (.) 0 c c 0 0 ·5 PROJECT INFORMATION TURN AROUND TIME CODES (TAT) c c ·5 0 0 ·5 o._ s ·a ·a ~ -c.. ~ 0 c.. 0 o._ o._ -"E 0 0 Project ID: RCRA 6 -Brownfields STD-Standard (DEFAULT) " 0 c r--0 0 0 " " 0 0 "' Rushes received after 2pm I :;; 0 0 0 0 0 ~ -E Project ~ ~ (.) (.) "' Site 10 -Rath Buildings ND -Next Business Day or on weekends, will be en _J -"O "O u: Description: 0 o._ c c c c c 0 0 considered received the next ~ ~ " " " ·5 ·5 'ai 'ai I Project 50703 Sampling bl1'"1l-i"-SD -Same Business Day business day. Please alert -"' 0 0 0 o._ o._ ID Zip Code: Date & Time: Rush* c ""' (.) (.) (.) :;; :;; ·u; us in advance of weekend E [!l " " >, " c c c ~ ·co "' "' ro "Please call Client Services analysis needs. ID 1D "" "" PO Number: Sampled By l,..\... JlW 0 ;, ~ ·5 ·5 ·5 " " c 103865210190.010.05 for locations with Rush (.) <{ o._ o._ o._ E E [!l [!l <{ services ij; I Q) <{ <{ <{ ·5 ·5 o:'. o:'. "O -" !" !" "' Sample Type TAT Total Volume -" en ID o._ o._ 11-<{ <{ Q) Sample ID Description Notes u: 0 <{ w w w Cl Cl (.) (.) _J (Below) (Above) (Air Samples only) e.s-"<' -o'Z. f""'~ 1'oJ\ ;~""'" '9 S1J) Stop on 1st Positive D D l2i D D D D D D D D D D J. -<11> " D D !El D D D D D D D D D D -wt.i.-ol ~ ........ i>.... c.. .. \i. D D (2 D D D D D D D D D D ' -o'l. I D D !]I D D D D D D D D D D I -91. I D D [!! D D D D D D D D D D -ffi·o ;;"""-' ... ""l 0 .... -1: D D IE D D D D D D D D D D I -01 t D D li:I D D D D D D D D D D I -•1 I D D LB D D D D D D D D D D -~~ol '7,..,.,c..... !1A.-'· ~ I D D ia D D D D D D D D D D I -111. ' I D D IE D D D D D D D D D D I -01. I D D 159 D D D D D D D D D D SAMPLE TYPE CODES RELINQUISHED BY DATE& TIME ~ RECEIVED BY DATE& TIME A-Air W-Wipe ~~ /h/7 8-Bulk T-Tape t,{ 11h'L nJ~ 17,/7/ ?'7 Cf'.7(C/ VI D-Dust R-Rock ,, SO-Soil 0-other: By submitting this Chain of Custody, you agree to be bound by the terms and conditions set forth at http:l/www.emlab.com/terms-of-service Copyright© 2019 Eurofins EM Lab P&K Asbestos Coe, Doc.# EM-CS-F-8557, Rev 13. Revised 8115119, Page 1 of 1 CHAIN OF CUSTODY :;~ eurofins ···· .... www.EMLabPK.com A! ---·-,..., llllllNMllllll~~lllllllll/llll~lllllll EMLab P&K \I.( oF I New Jersey: 3000 Lincoln Drive East, Suite A, Marlton, NJ 08053 * (866) 871-1984 zj REQU <) Phoenix, AZ: 1501 West Knudsen Drive, Phoenix, AZ 85027 * (800) 651-4802 002958098 SSF, CA: 6000 Shoreline Court, Suite 205, South San Francisco, CA 94080 * (866) 888-6653 PCM ~ other Air CONTACT INFORMATION BulK ~Oii .<equests Company: Tetra Tech -KCMO AddressA 15 Oak Street, Kansas City, MO 64106 'E Special Instructions: ka itlyn. mitche ll@tetratech.co m 'E " ~ Contact Kaitlyn Mitchell 'E " 0 'E c "" 0 u " c c " u " 0 Phone: 816-412-1742 " " 0 1i'. 0 u 0 0 u 1i'. u c u u 0 c c 0 0 ·5 PROJECT INFORMATION TURN AROUND TIME CODES (TAT) ~ ~ 0 0 ·5 s c c ·5 ~ Q_ ~ ·5 .,, Q_ -Q_ 0 ()._ ()._ ~ ~ 0 Project ID: RCRA 6 -Brownfields STD -Standard (DEFAULT) " 0 c c 0 0 ~ 0 0 0 " " 0 0 "' Rushes received after 2pm 0 0 0 0 0 " -E Project I :;;; N ~ u u -"' Site 10 -Rath Buildings ND-Next Business Day or on weekends, will be (J) ....I --" " u:: Descriotion: 0 Q_ c c c c c 0 0 considered received the next ~ ~ .c Project ~ " " " ·5 ·5 1D I 50703 Sampling (,I 1 o.j {1/1. SD-Same Business Day business day. Please alert -"' 0 0 0 Q_ Q_ "' Zio Code: Date & Time: Rush* c " u u u 2 :;;; ·;; us in advance of weekend .c (!l 0 0 >-" ~ c c c ." ~ "' "' "' *Please call Client Services analysis needs. 0 "' 1D "' "' PO Number: Sampled By: 7,,,.,,'.... \Jshtf 0 ·5 ·5 ·5 " " c 103G65210190.010.05 for locations with Rush u < u; Q_ Q_ Q_ E E (!l < (!l services w I "' < < < .,. » 0:: 0:: " .c i" i" "' Sample Type TAT Total Volume .c (J) "' Q_ Q_ Q_ < < "' Sample ID Description (Below) (Above) (Air Samples only) Notes u: 0 < w w w CJ CJ u u ....I ~ .. _ ....... , 14,.LA... ~ .... , Q.. s--rv Stop on 1st Positive D D l'8l D D D D D D D D D D I -o1 / I D D !Kl D D D D D D D D D D I ..,, l D D [B D D D D D D D D D D -11;1-o I i.. • .c.;A• '"i"t.( D D 11'!1 D D D D D D D D D D 1 -en. i D D Dl D D D D D D D D D D I-..°} I D D ll!1I D D D D D D D D D D -R~·ol :i..,....<... C......\<.. D D ~ D D D D D D D D D D I -01. I D D ~ D D D D D D D D D D I ~'3 I D D ~ D D D D D D D D D D -IZ1'1.-0I -\o.J D D lii::J D D D D D D D D D D .j, -dl .\; D D ~ D D D D D D D D D D SAMPLE TYPE CODES RELINQUISHED BY DATE & TIME RECEIVED BY DATE & TIME A-Air W-Wipe ~~ /[-.; 8-Bulk T-Tape to\11(21..-1n-_,---; ;:_ 11\ il7 Gf:7tr."" D-Dust R-Rock /Y / -~ SO-Soil 0-0ther: By submitting this Chain of Custody, you agree to be bound by the terms and condifions set forth at http://www.emlab.com/terms-of-service Copyright© 2019 Eurofins EM Lab P&K Asbestos Coe, Doc.# EM-CS-F-8557, Rev 13. Revised 8115119, Page 1 of 1 CHAIN OF CUSTODY :;:: eurofins I !!!!!!!!/1111 www.EMLabPK.com s ' EMLab P&K 1.5 oP \\ New Jersey: 3000 Lincoln Drive East, Suite A, Martton. NJ 08053 * (866) 871-1984 f".l h-s below) A Phoenix, AZ.: 1501 West Knudsen Drive, Phoenix, AZ 85027* (800) 651·4802 SSF, CA: 6000 Shoreline Court, Suite 205, South San Francisco, CA 94080 * (866) 888-6653 PCM PL1v1 Other -Air Bulk RocK& Requests CONTACT INFORMATION Soil Company: Tetra Tech -KCMO Address: 415 Oak Street, Kansas City, MO 64106 'E c => "°' Contact: Kaitlyn Mitchell Special lnstructioos: kaitlyn .mitchell@tetratech.com 'E => 0 'E c "°' 'E 0 u => => 0 c => u 1t 0 u Phone: 816-412-1742 => => 0 1t u 0 0 u c u (.) 0 c c 0 0 ·5 PROJECT INFORMATION -c: 0 0 ·5 TURN AROUND TIME CODES (TAT) 0 c ·5 :'!. Q. ~ ·5 ·c; 0.. -0.. 0 0 0.. 0.. --0 0 Project ID: RCRA 6 -Brownfields STD -Standard (DEFAULT) ,,. 0 c c 0 0 "' ~ 0 0 0 => => :'!. ~ E Rushes received after 2pm I 2 0 0 0 0 0 Project N ,,. (.) u "' Site 10 -Rath Buildings ND -Next Business Day or on weekends, will be en _J ---"' "' u:: Descrintion: 0 ~ 0.. c c c c c 0 0 considered received the next "' :m I z => => => ·5 ·5 Qi Project Sampling (a J kf/1.'1.. SD -Same Business Day business day. Please alert -.>< 0 0 0 0.. 0.. "' Zin Code: 50703 Date & Time: Rush* -"5 u (.) u 2 2 ·;;; us in advance of weekend c £ 00 " " "' "' >-*Please call Client Services analysis needs. => .j: "' c c c ~ ~ "' "' ro Sampled By: ~\-.. J s \...tr" 0 ~ ·5 ·a ·5 ,,. ,,. c PO Number: 103G65210190.010.05 for locations with Rush (.) <( 0.. 0.. 0.. E E 00 00 <( services ~ I " <( <( <( 5 ·;;; [)'.'. [)'.'. "' .0 ~ ~ "' Sample Type TAT Total Volume .0 en "' Q. 0.. 0.. <( <( "' Sample JD Description Notes u:: 0 <( w w w CJ CJ u (.) _J (Below) {Above) (Air Samples only) ~a-Po":i.-o'l -. .... r g \;\1;> Stop on 1st Positive D D [)Q D D D D D D D D D D -?.NIO,-r 'il.,.,u..... M~\ D D ~ D D D D D D D D D D ( ~'"'-, I D D l'il D D D D D D D D D D I /' "? I D D lliil D D D D D D D D D D -R1'~ -ol 'Tfl. ( D D ~ D D D D D D D D D D I -o1 I D D ~ D D D D D D D D D D I -o"!> I D D ~ D D D D D D D D D D -Wt.'!>-"' ..... ~ c-\\t. D D ig;j D D D D D D D D D D I -o1 I D D ISll D D D D D D D D D D I -•3 I D D rn D D D D D D D D D D -~2-o' -;i....._\u D D ~ D D D D D D D D D D SAMPLE TYPE CODES RELINQUISHED BY DATE& TIME RECEIVED BY DATE& TIME A-Air W-Wipe ~·~ ( /,//~ B-Bulk T -Tape (?fl 1{U-11;., (n/1 1111 CJ~/\a 0-Dust R-Rock I/ / SO-Soil 0-0ther: By submitting this Chain of Custody, you agree to be bound by the terms and conditions set forth at http://www.emlab.comfterrns-of-service Copyright© 2019 E1:1rofins EM lab P&K Asbestos coc, Doc.# EM.CS-F-8557, Rev 13. Revised 8115119, Page 1 of1 CHAIN OF CUSTODY :::: eurofins I I llllll lllll lllll lllll lllll lllll lllll lllll lllll llll llll )IS www.EMLabPK.com i EMLab P&K 1~ I fa ~II New Jersey: 3000 Lincoln Drive East, Suite A. Marlton, NJ 08053 * (866) 871-1984 002958098 es below) Phoenix, AZ: 1501 West Knudsen Drive, Phoenix, AZ 85027 * (800) 651-4802 SSF, CA: 6000 Shoreline Court, Suite 205, South San Francisco, CA 94080 * (866) 888-6653 PCM I._,., Other Air Bulk Rock& Requests CONTACT INFORMATION Soil Company: Tetra Tech -KCMO Address: 415 Oak Street, Kansas City, MO 64106 c c " Z' 1? Contact: Kaitlyn Mitchell Special Instructions: kaitlyn. mitchell@!etratech .Com 1? " 0 1? Z' 0 u c: => c: " u " 0 ii'. 0 u Phone: 816-412-1742 => " 0 ii'. u 0 0 u "E u u 0 "E c 0 0 ·5 c -0 0 ·5 PROJECT INFORMATION TURN AROUND TIME CODES (TAT) s c: ·c; ~ 0.. ~ ·5 ·a 0.. -0.. 0 0 o_ o_ --0 0 Project ID: RCRA 6 -Brownfields STD -Standard (DEFAULT) "' 0 c: c: 0 0 " ~ 0 0 0 " " ~ E Rushes received after 2pm :r: :;; 0 0 0 0 0 -Project ~ ~ ~ u u "' or on weekends, will be rn _J .,, .,, w: Description: Site 10 -Rath Buildings ND -Next Business Day 0 0.. -"E c c c 0 0 considered received the next ~ <= ~ .c I ~ ,. " " " ·5 ·5 1ii Project Sampling SD -Same Business Day business day. Please alert 0 0 0 0.. c.. "' Zip Code: 50703 Date & Time: Rush* c 'S u u u 2 :;; ·;;; us in advance of weekend .c ID " " "' "' >-" c c c . ., ~ ro *Please call Client Services analysis needs. ~ "' 1ii "' "' 0 .8 ·5 ·5 ·5 "' ... c: PO Number. 103G65210190.010.05 Sampled By: for locations with Rush u <{ "' 0.. 0.. 0.. E E ID ID <{ services Iii :r: Q) <{ <{ <{ .,, ·5 <l'. <l'. .,, .0 l" l" "' Sample Type TAT Total Volume .0 rn "' 0.. 0.. 0.. <{ <{ Q) Sample ID Description Notes u: 0 <{ w w w (!) (!) u u _J (Below) (Above) (Air Samples only) Jl.B-1$-o" $1..r, (< s R ST!;> Stop on 1st Positive D D ll.?l D D D D D D D D D D I -0~ J. D D ~ D D D D D D D D D D ~ Rllu./.., ~ _,.... . ' ' l D D i;a D D D D D D D D D D I -o /I D D @ D D D D D D D D D D I -o L D D ~ D D D D D D D D D D -k'l.-o c_....,,1,.. D D [lY D D D D D D D D D D ~ I D D l":'I D D D D D D D D D D ' r[it I D D rn D D D D D D D D D D "\, ... ~~ ""-"'·~ D D l'<l D D D D D D D D D D --.. ~ D ' _,., "'I D D D D D D D D D D D I -o I D D ~ D D D D D D D D D D SAMPLE TYPE CODES RELINQUISHED BY DATE& TIME RECEIVED BY DATE & TIME A-Air W-Wipe ~£___ -;/? 8-Bulk T -Tape ~/17(4<-17].o ..---? -r,/', ·1n? q:711 0-Dust R-Rock 1r P'V Vt1 SO-Soil 0-0ther: By submitting this Chain of Custody, you agree to be bound by the terms and conditions set forth at http://www.emlab.com/terms-of-service Copyright© 2019 Eurofins EM Lab P&K Asbestos Coe, Doc.# EM--CS"F-8557, Rev 13. Revised 8115/19, Page 1 of 1 :;:: eurofins CHAIN OF CUSTODY www.EMLabPK.com EMLab P&K \'1 o'< i'l 'f".l New Jersey: 3000 Lincoln Drive East Suite A, Marlton, NJ 08053 * (866) 871-1984 Phoenix, AZ: 1501 West Knudsen Drive, Phoenix, AZ 85027 * (800) 651-4802 SSF, CA: 6000 Shoreline Court, Suite 205, South San Francisco, CA 94080 * (866) 888-6653 CONTACT INFORMATION Company I Tetra Tech -KCMO AddressA 15 Oak Street, Kansas City, MO 64106 Contact I Kaitlyn Mitchell Special Instructions kaitlyn. mitchell@tetratech.com Phone: 1816-412-1742 PROJECT INFORMATION TURN AROUND TIME CODES (TAT) Pr~ectlD: RCRA 6 -Brownfields Sm -Standard (DEFAULT) Project • • . Rushes received after 2pm , Descrintion: Site 10 -Rath Buildings ND-NextBusmess Day oronweekends,willbe 1 Pro"ect I s r I considered received the next . ~ . 50703 amp in~ c:,,J f SD-Same Business Day business day. Please alert Zio Code. Date & Time: l'i 1'Z Rush* us in advance of weekend PO Number: Sample ID FJJ.~-; ii.·• \ 1 .... J, ~ _., 103G65210190.010.05 Sampled By: Z...c. I.. IJ"J/..v Description Sample Type (Below) f-,,, J~ R \ I I J,-J,/ ---*Please call Client Services analysis needs. for locations with Rush services TAT (Above) ~ .,-1) I L. Total Volume (Air Samples only} Notes Stop on 1st Positive I Jt '7.AJ. I-------t---_ ..........__ ~ PCM Air s 0 " ~ I (/) 0 <( ~I~ c " 0 u :;; .0 u:: £ "j; ~ (/) 0 RE :;; _J 0.. -" " (lJ "' B gj .0 "' <( ---·~ ,,,,,,,,, elow) 1 002958098 Bulk 01011? " " " " " 0 0 0 u u u -" -" "6 (l_ -" ~ 0 0 "6 o._ 8 0 "'I"' £:'.!.. :!, I ....----<:: " " " " " 0 0 0 u u u c c c ·o ·o ·o 0.. (l_ 0.. ~ ~ ~ w w w Son ~§----~ :::; 0 "E ::::i 0 0 :::; 0 u -0 u ....... a.. u -c.. 0 ...... .S: 0 0 .s: 0 0 0 0 a. ~ ~ a... 0 0 0 0 0 c " 0 u c ·c; 0.. 0 ~ E ·~ (9 -" " 0 u c "6 (l_ 0 ~ E -~ (9 ::!-15 .c 1ii :;; "' "" " (lJ 0:: <( u "O 0 .c 1ii :;; "' "" " (lJ 0:: 5 Other Requests ~ "' E "' u:: I "' ... ,., <ii ~ "O "' .":l D I D I Ila I D I D I D ID DIDIDIDIDID DIDl&!IDIDIDID DIDIDIDIDID DIDl~IDIDIDID DIDIDIDIDID DIDIDIDIDIDID DIDIDIDIDID DIDIDIDIDIDID DIDIDIDIDID DIDIDIDIDIDID DIDIDIDIDID DIDIDIDIDIDID DIDIDIDIDID DIDIDIDIDIDID DIDIDIDIDID DIDIDIDIDIDID DIDIDIDIDID DIDIDIDIDIDID DIDIDIDIDID DIDIDIDIDIDID DIDIDIDIDID SAMPLE TYPE CODES RELINQUISHED BY DATE& TIME RECEIVED BY DATE& TIME A-Air I W-Wipe B-Bulk T-Tape 01 r 1 I J.'l.-n D-Dust R-Rock SO -Soil I O -Other: By submitting this Chain of Custody, you agree to be bound by the terms and conditions set forth at http://www.emlab.com/terms-of-service Copyright© 2019 Eurofins EM Lab P&K Asbestos coc, Dae.# EM-CS-F-8557, Rev 13. Revised 8115/19, Page 1 af 1 Date Received: 24-Jun-2022 29-Jun-2022Date Analyzed: 29-Jun-2022Date Reported: JH22138226Order #: 2958098Project #: EPA 600/M4-82-020; 600/R-93/116 - Point Count Method PC-JH22138105-2958098 10900 Brittmoore Park Drive, Ste. G Houston TX 77041 Eurofins EMLab P&K - Houston Donnie Combs Bulk Asbestos Fiber Analysis by Polarized Light Microscopy (PLM) Sample Description Asbestos ConstituentsSample ID # Non-Asbestos Constituents Eurofins J3 Resources, Inc. 6110 W. 34th Street, Houston, Texas 77092 Phone: (713) 290-0221 - Fax: (713) 290-0248 J3Resources.com Window Glazing, Gray, Homogeneous Original PLM Result: Chrysotile <1% ChrysotileRB-WG-01 <0.25%Non-Fibrous Material 100.00% 400 pt. POINT COUNT Window Glazing, Pink, Homogeneous Original PLM Result: Chrysotile <1% ChrysotileRB-WG-02 <0.25%Non-Fibrous Material 100.00% 400 pt. POINT COUNT Window Glazing, Gray, Homogeneous Original PLM Result: Chrysotile <1% ChrysotileRB-WG-03 <0.25%Non-Fibrous Material 100.00% 400 pt. POINT COUNT Plaster, Gray, Homogeneous Original PLM Result: Chrysotile <1% ChrysotileRB-PL-01 <0.25%Non-Fibrous Material 100.00% 400 pt. POINT COUNT Plaster, Gray, Homogeneous Original PLM Result: Chrysotile <1% ChrysotileRB-PL-02 <0.25%Non-Fibrous Material 100.00% 400 pt. POINT COUNT Plaster, Gray, Homogeneous Original PLM Result: Chrysotile <1% ChrysotileRB-PL-03 <0.25%Non-Fibrous Material 100.00% 400 pt. POINT COUNT Plaster, Gray, Homogeneous Original PLM Result: Chrysotile <1% ChrysotileRB-PL-04 <0.25%Non-Fibrous Material 100.00% 400 pt. POINT COUNT Plaster, Gray, Homogeneous Original PLM Result: Chrysotile <1% ChrysotileRB-PL-05 <0.25%Non-Fibrous Material 100.00% 400 pt. POINT COUNT Plaster, Gray, Homogeneous Original PLM Result: Chrysotile <1% ChrysotileRB-PL-06 <0.25%Non-Fibrous Material 100.00% 400 pt. POINT COUNT Results apply to the sample as received and relate only to the items tested. This report is for the exclusive use of the addressed client and shall not be reproduced except in full, without written approval by Eurofins J3 Resources, Inc. (EJ3). Samples are analyzed according to the methods listed above and are subject to the inherent limitations of PLM and interference of matrix components. Reporting limit for the above method is a function of the quantity of sample analyzed, matrix interference, sample preparation, fiber size, and distribution. Asbestos may be detected in concentrations of <1% by area if sufficient material is analyzed. EJ3 recommends TEM confirmation of soils, vermiculite and non-friable organically bound materials (NOB) reported as None Detected or < 1% Asbestos by PLM. All samples received in good condition unless otherwise noted. This report shall not be used to claim product approval, certification, or endorsement by NVLAP, NIST, or any agency of the federal government. Scott Ward, Ph.D. Lab Director NVLAP Lab Code: 200525-0 TDSHS License: 30-0273 Page 1 of 1 Taylor Smylie Analyst APPENDIX E PCB ANALYTICAL RESULTS AND CHAIN-OF-CUSTODY FORMS #=CL# July 06, 2022 LIMS USE: FR - KAITLYN MITCHELL LIMS OBJECT ID: 60403596 60403596 Project: Pace Project No.: RE: Kaitlyn Mitchell Tetra Tech EMI 415 Oak Kansas City, MO 64106 RCRA BROWNFIELDS-RATH BUILDING Dear Kaitlyn Mitchell: Enclosed are the analytical results for sample(s) received by the laboratory on June 21, 2022. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - Minneapolis If you have any questions concerning this report, please feel free to contact me. Sincerely, Jeffrey Shopper jeff.shopper@pacelabs.com Project Manager 1(913)563-1408 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 9608 Loiret Blvd. Lenexa, KS 66219 (913)599-5665 Page 1 of 20 #=CP# CERTIFICATIONS Pace Project No.: Project: 60403596 RCRA BROWNFIELDS-RATH BUILDING Pace Analytical Services, LLC - Minneapolis MN 1700 Elm Street SE, Minneapolis, MN 55414 1800 Elm Street SE, Minneapolis, MN 55414--Satellite Air Lab A2LA Certification #: 2926.01* Alabama Certification #: 40770 Alaska Contaminated Sites Certification #: 17-009* Alaska DW Certification #: MN00064 Arizona Certification #: AZ0014* Arkansas DW Certification #: MN00064 Arkansas WW Certification #: 88-0680 California Certification #: 2929 Colorado Certification #: MN00064 Connecticut Certification #: PH-0256 EPA Region 8 Tribal Water Systems+Wyoming DW Certification #: via MN 027-053-137 Florida Certification #: E87605* Georgia Certification #: 959 Hawaii Certification #: MN00064 Idaho Certification #: MN00064 Illinois Certification #: 200011 Indiana Certification #: C-MN-01 Iowa Certification #: 368 Kansas Certification #: E-10167 Kentucky DW Certification #: 90062 Kentucky WW Certification #: 90062 Louisiana DEQ Certification #: AI-03086* Louisiana DW Certification #: MN00064 Maine Certification #: MN00064* Maryland Certification #: 322 Michigan Certification #: 9909 Minnesota Certification #: 027-053-137* Minnesota Dept of Ag Approval: via MN 027-053-137 Minnesota Petrofund Registration #: 1240* Mississippi Certification #: MN00064 Missouri Certification #: 10100 Montana Certification #: CERT0092 Nebraska Certification #: NE-OS-18-06 Nevada Certification #: MN00064 New Hampshire Certification #: 2081* New Jersey Certification #: MN002 New York Certification #: 11647* North Carolina DW Certification #: 27700 North Carolina WW Certification #: 530 North Dakota Certification (A2LA) #: R-036 North Dakota Certification (MN) #: R-036 Ohio DW Certification #: 41244 Ohio VAP Certification (1700) #: CL101 Ohio VAP Certification (1800) #: CL110* Oklahoma Certification #: 9507* Oregon Primary Certification #: MN300001 Oregon Secondary Certification #: MN200001* Pennsylvania Certification #: 68-00563* Puerto Rico Certification #: MN00064 South Carolina Certification #:74003001 Tennessee Certification #: TN02818 Texas Certification #: T104704192* Utah Certification #: MN00064* Vermont Certification #: VT-027053137 Virginia Certification #: 460163* Washington Certification #: C486* West Virginia DEP Certification #: 382 West Virginia DW Certification #: 9952 C Wisconsin Certification #: 999407970 Wyoming UST Certification #: via A2LA 2926.01 USDA Permit #: P330-19-00208 *Please Note: Applicable air certifications are denoted with an asterisk (*). REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 9608 Loiret Blvd. Lenexa, KS 66219 (913)599-5665 Page 2 of 20 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 60403596 RCRA BROWNFIELDS-RATH BUILDING Lab ID Sample ID Matrix Date Collected Date Received 60403596001 RB-C1 Solid 06/16/22 08:00 06/21/22 09:00 60403596002 RB-C2 Solid 06/16/22 08:00 06/21/22 09:00 60403596003 RB-C3 Solid 06/16/22 08:00 06/21/22 09:00 60403596004 RB-C4 Solid 06/16/22 08:00 06/21/22 09:00 60403596005 RB-C5 Solid 06/16/22 08:00 06/21/22 09:00 60403596006 RB-C6 Solid 06/16/22 08:00 06/21/22 09:00 60403596007 RB-C7 Solid 06/16/22 08:00 06/21/22 09:00 60403596008 RB-C8 Solid 06/16/22 08:00 06/21/22 09:00 60403596009 RB-C9 Solid 06/16/22 08:00 06/21/22 09:00 60403596010 RB-C10 Solid 06/16/22 08:00 06/21/22 09:00 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 9608 Loiret Blvd. Lenexa, KS 66219 (913)599-5665 Page 3 of 20 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 60403596 RCRA BROWNFIELDS-RATH BUILDING Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 60403596001 RB-C1 EPA 8082 9 PASI-MRAG 60403596002 RB-C2 EPA 8082 9 PASI-MRAG 60403596003 RB-C3 EPA 8082 9 PASI-MRAG 60403596004 RB-C4 EPA 8082 9 PASI-MRAG 60403596005 RB-C5 EPA 8082 9 PASI-MRAG 60403596006 RB-C6 EPA 8082 9 PASI-MRAG 60403596007 RB-C7 EPA 8082 9 PASI-MRAG 60403596008 RB-C8 EPA 8082 9 PASI-MRAG 60403596009 RB-C9 EPA 8082 9 PASI-MRAG 60403596010 RB-C10 EPA 8082 9 PASI-MRAG PASI-M = Pace Analytical Services - Minneapolis REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 9608 Loiret Blvd. Lenexa, KS 66219 (913)599-5665 Page 4 of 20 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 60403596 RCRA BROWNFIELDS-RATH BUILDING Sample:RB-C1 Lab ID:60403596001 Collected:06/16/22 08:00 Received:06/21/22 09:00 Matrix:Solid Results reported on a "wet-weight" basis Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: EPA 8082 Preparation Method: EPA 3546 Pace Analytical Services - Minneapolis 8082 GCS PCB PCB-1016 (Aroclor 1016)ND ug/kg 06/30/22 14:10 12674-11-206/29/22 13:121561 PCB-1221 (Aroclor 1221)ND ug/kg 06/30/22 14:10 11104-28-206/29/22 13:121561 PCB-1232 (Aroclor 1232)ND ug/kg 06/30/22 14:10 11141-16-506/29/22 13:121561 PCB-1242 (Aroclor 1242)ND ug/kg 06/30/22 14:10 53469-21-906/29/22 13:121561 PCB-1248 (Aroclor 1248)ND ug/kg 06/30/22 14:10 12672-29-606/29/22 13:121561 PCB-1254 (Aroclor 1254)ND ug/kg 06/30/22 14:10 11097-69-106/29/22 13:121561 PCB-1260 (Aroclor 1260)ND ug/kg 06/30/22 14:10 11096-82-506/29/22 13:121561 Surrogates Tetrachloro-m-xylene (S)66 %.06/30/22 14:10 877-09-8 P106/29/22 13:1253-125 1 Decachlorobiphenyl (S)111 %.06/30/22 14:10 2051-24-306/29/22 13:1241-125 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/06/2022 04:51 PM Pace Analytical Services, LLC 9608 Loiret Blvd. Lenexa, KS 66219 (913)599-5665 Page 5 of 20 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 60403596 RCRA BROWNFIELDS-RATH BUILDING Sample:RB-C2 Lab ID:60403596002 Collected:06/16/22 08:00 Received:06/21/22 09:00 Matrix:Solid Results reported on a "wet-weight" basis Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: EPA 8082 Preparation Method: EPA 3546 Pace Analytical Services - Minneapolis 8082 GCS PCB PCB-1016 (Aroclor 1016)ND ug/kg 06/30/22 14:25 12674-11-206/29/22 13:121771 PCB-1221 (Aroclor 1221)ND ug/kg 06/30/22 14:25 11104-28-206/29/22 13:121771 PCB-1232 (Aroclor 1232)ND ug/kg 06/30/22 14:25 11141-16-506/29/22 13:121771 PCB-1242 (Aroclor 1242)ND ug/kg 06/30/22 14:25 53469-21-906/29/22 13:121771 PCB-1248 (Aroclor 1248)ND ug/kg 06/30/22 14:25 12672-29-606/29/22 13:121771 PCB-1254 (Aroclor 1254)ND ug/kg 06/30/22 14:25 11097-69-106/29/22 13:121771 PCB-1260 (Aroclor 1260)ND ug/kg 06/30/22 14:25 11096-82-506/29/22 13:121771 Surrogates Tetrachloro-m-xylene (S)103 %.06/30/22 14:25 877-09-8 P106/29/22 13:1253-125 1 Decachlorobiphenyl (S)552 %.06/30/22 14:25 2051-24-3 S306/29/22 13:1241-125 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/06/2022 04:51 PM Pace Analytical Services, LLC 9608 Loiret Blvd. Lenexa, KS 66219 (913)599-5665 Page 6 of 20 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 60403596 RCRA BROWNFIELDS-RATH BUILDING Sample:RB-C3 Lab ID:60403596003 Collected:06/16/22 08:00 Received:06/21/22 09:00 Matrix:Solid Results reported on a "wet-weight" basis Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: EPA 8082 Preparation Method: EPA 3546 Pace Analytical Services - Minneapolis 8082 GCS PCB PCB-1016 (Aroclor 1016)ND ug/kg 06/30/22 14:41 12674-11-206/29/22 13:121941 PCB-1221 (Aroclor 1221)ND ug/kg 06/30/22 14:41 11104-28-206/29/22 13:121941 PCB-1232 (Aroclor 1232)ND ug/kg 06/30/22 14:41 11141-16-506/29/22 13:121941 PCB-1242 (Aroclor 1242)ND ug/kg 06/30/22 14:41 53469-21-906/29/22 13:121941 PCB-1248 (Aroclor 1248)ND ug/kg 06/30/22 14:41 12672-29-606/29/22 13:121941 PCB-1254 (Aroclor 1254)ND ug/kg 06/30/22 14:41 11097-69-106/29/22 13:121941 PCB-1260 (Aroclor 1260)ND ug/kg 06/30/22 14:41 11096-82-506/29/22 13:121941 Surrogates Tetrachloro-m-xylene (S)97 %.06/30/22 14:41 877-09-8 P106/29/22 13:1253-125 1 Decachlorobiphenyl (S)88 %.06/30/22 14:41 2051-24-306/29/22 13:1241-125 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/06/2022 04:51 PM Pace Analytical Services, LLC 9608 Loiret Blvd. Lenexa, KS 66219 (913)599-5665 Page 7 of 20 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 60403596 RCRA BROWNFIELDS-RATH BUILDING Sample:RB-C4 Lab ID:60403596004 Collected:06/16/22 08:00 Received:06/21/22 09:00 Matrix:Solid Results reported on a "wet-weight" basis Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: EPA 8082 Preparation Method: EPA 3546 Pace Analytical Services - Minneapolis 8082 GCS PCB PCB-1016 (Aroclor 1016)ND ug/kg 06/30/22 14:57 12674-11-206/29/22 13:121561 PCB-1221 (Aroclor 1221)ND ug/kg 06/30/22 14:57 11104-28-206/29/22 13:121561 PCB-1232 (Aroclor 1232)ND ug/kg 06/30/22 14:57 11141-16-506/29/22 13:121561 PCB-1242 (Aroclor 1242)ND ug/kg 06/30/22 14:57 53469-21-906/29/22 13:121561 PCB-1248 (Aroclor 1248)ND ug/kg 06/30/22 14:57 12672-29-606/29/22 13:121561 PCB-1254 (Aroclor 1254)ND ug/kg 06/30/22 14:57 11097-69-106/29/22 13:121561 PCB-1260 (Aroclor 1260)ND ug/kg 06/30/22 14:57 11096-82-506/29/22 13:121561 Surrogates Tetrachloro-m-xylene (S)85 %.06/30/22 14:57 877-09-8 P106/29/22 13:1253-125 1 Decachlorobiphenyl (S)76 %.06/30/22 14:57 2051-24-306/29/22 13:1241-125 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/06/2022 04:51 PM Pace Analytical Services, LLC 9608 Loiret Blvd. Lenexa, KS 66219 (913)599-5665 Page 8 of 20 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 60403596 RCRA BROWNFIELDS-RATH BUILDING Sample:RB-C5 Lab ID:60403596005 Collected:06/16/22 08:00 Received:06/21/22 09:00 Matrix:Solid Results reported on a "wet-weight" basis Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: EPA 8082 Preparation Method: EPA 3546 Pace Analytical Services - Minneapolis 8082 GCS PCB PCB-1016 (Aroclor 1016)ND ug/kg 06/30/22 15:44 12674-11-206/29/22 13:121301 PCB-1221 (Aroclor 1221)ND ug/kg 06/30/22 15:44 11104-28-206/29/22 13:121301 PCB-1232 (Aroclor 1232)ND ug/kg 06/30/22 15:44 11141-16-506/29/22 13:121301 PCB-1242 (Aroclor 1242)ND ug/kg 06/30/22 15:44 53469-21-906/29/22 13:121301 PCB-1248 (Aroclor 1248)ND ug/kg 06/30/22 15:44 12672-29-606/29/22 13:121301 PCB-1254 (Aroclor 1254)ND ug/kg 06/30/22 15:44 11097-69-106/29/22 13:121301 PCB-1260 (Aroclor 1260)ND ug/kg 06/30/22 15:44 11096-82-506/29/22 13:121301 Surrogates Tetrachloro-m-xylene (S)283 %.06/30/22 15:44 877-09-8 S306/29/22 13:1253-125 1 Decachlorobiphenyl (S)86 %.06/30/22 15:44 2051-24-3 P106/29/22 13:1241-125 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/06/2022 04:51 PM Pace Analytical Services, LLC 9608 Loiret Blvd. Lenexa, KS 66219 (913)599-5665 Page 9 of 20 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 60403596 RCRA BROWNFIELDS-RATH BUILDING Sample:RB-C6 Lab ID:60403596006 Collected:06/16/22 08:00 Received:06/21/22 09:00 Matrix:Solid Results reported on a "wet-weight" basis Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: EPA 8082 Preparation Method: EPA 3546 Pace Analytical Services - Minneapolis 8082 GCS PCB PCB-1016 (Aroclor 1016)ND ug/kg 06/30/22 16:00 12674-11-206/29/22 13:121641 PCB-1221 (Aroclor 1221)ND ug/kg 06/30/22 16:00 11104-28-206/29/22 13:121641 PCB-1232 (Aroclor 1232)ND ug/kg 06/30/22 16:00 11141-16-506/29/22 13:121641 PCB-1242 (Aroclor 1242)ND ug/kg 06/30/22 16:00 53469-21-906/29/22 13:121641 PCB-1248 (Aroclor 1248)ND ug/kg 06/30/22 16:00 12672-29-606/29/22 13:121641 PCB-1254 (Aroclor 1254)ND ug/kg 06/30/22 16:00 11097-69-106/29/22 13:121641 PCB-1260 (Aroclor 1260)ND ug/kg 06/30/22 16:00 11096-82-506/29/22 13:121641 Surrogates Tetrachloro-m-xylene (S)82 %.06/30/22 16:00 877-09-8 P106/29/22 13:1253-125 1 Decachlorobiphenyl (S)81 %.06/30/22 16:00 2051-24-306/29/22 13:1241-125 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/06/2022 04:51 PM Pace Analytical Services, LLC 9608 Loiret Blvd. Lenexa, KS 66219 (913)599-5665 Page 10 of 20 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 60403596 RCRA BROWNFIELDS-RATH BUILDING Sample:RB-C7 Lab ID:60403596007 Collected:06/16/22 08:00 Received:06/21/22 09:00 Matrix:Solid Results reported on a "wet-weight" basis Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: EPA 8082 Preparation Method: EPA 3546 Pace Analytical Services - Minneapolis 8082 GCS PCB PCB-1016 (Aroclor 1016)ND ug/kg 06/30/22 16:16 12674-11-206/29/22 13:121771 PCB-1221 (Aroclor 1221)ND ug/kg 06/30/22 16:16 11104-28-206/29/22 13:121771 PCB-1232 (Aroclor 1232)ND ug/kg 06/30/22 16:16 11141-16-506/29/22 13:121771 PCB-1242 (Aroclor 1242)ND ug/kg 06/30/22 16:16 53469-21-906/29/22 13:121771 PCB-1248 (Aroclor 1248)ND ug/kg 06/30/22 16:16 12672-29-606/29/22 13:121771 PCB-1254 (Aroclor 1254)ND ug/kg 06/30/22 16:16 11097-69-106/29/22 13:121771 PCB-1260 (Aroclor 1260)ND ug/kg 06/30/22 16:16 11096-82-506/29/22 13:121771 Surrogates Tetrachloro-m-xylene (S)96 %.06/30/22 16:16 877-09-8 P106/29/22 13:1253-125 1 Decachlorobiphenyl (S)84 %.06/30/22 16:16 2051-24-306/29/22 13:1241-125 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/06/2022 04:51 PM Pace Analytical Services, LLC 9608 Loiret Blvd. Lenexa, KS 66219 (913)599-5665 Page 11 of 20 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 60403596 RCRA BROWNFIELDS-RATH BUILDING Sample:RB-C8 Lab ID:60403596008 Collected:06/16/22 08:00 Received:06/21/22 09:00 Matrix:Solid Results reported on a "wet-weight" basis Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: EPA 8082 Preparation Method: EPA 3546 Pace Analytical Services - Minneapolis 8082 GCS PCB PCB-1016 (Aroclor 1016)ND ug/kg 06/30/22 16:32 12674-11-206/29/22 13:121201 PCB-1221 (Aroclor 1221)ND ug/kg 06/30/22 16:32 11104-28-206/29/22 13:121201 PCB-1232 (Aroclor 1232)ND ug/kg 06/30/22 16:32 11141-16-506/29/22 13:121201 PCB-1242 (Aroclor 1242)ND ug/kg 06/30/22 16:32 53469-21-906/29/22 13:121201 PCB-1248 (Aroclor 1248)ND ug/kg 06/30/22 16:32 12672-29-606/29/22 13:121201 PCB-1254 (Aroclor 1254)ND ug/kg 06/30/22 16:32 11097-69-106/29/22 13:121201 PCB-1260 (Aroclor 1260)ND ug/kg 06/30/22 16:32 11096-82-506/29/22 13:121201 Surrogates Tetrachloro-m-xylene (S)91 %.06/30/22 16:32 877-09-8 P106/29/22 13:1253-125 1 Decachlorobiphenyl (S)109 %.06/30/22 16:32 2051-24-306/29/22 13:1241-125 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/06/2022 04:51 PM Pace Analytical Services, LLC 9608 Loiret Blvd. Lenexa, KS 66219 (913)599-5665 Page 12 of 20 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 60403596 RCRA BROWNFIELDS-RATH BUILDING Sample:RB-C9 Lab ID:60403596009 Collected:06/16/22 08:00 Received:06/21/22 09:00 Matrix:Solid Results reported on a "wet-weight" basis Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: EPA 8082 Preparation Method: EPA 3546 Pace Analytical Services - Minneapolis 8082 GCS PCB PCB-1016 (Aroclor 1016)ND ug/kg 06/30/22 16:47 12674-11-206/29/22 13:121721 PCB-1221 (Aroclor 1221)ND ug/kg 06/30/22 16:47 11104-28-206/29/22 13:121721 PCB-1232 (Aroclor 1232)ND ug/kg 06/30/22 16:47 11141-16-506/29/22 13:121721 PCB-1242 (Aroclor 1242)ND ug/kg 06/30/22 16:47 53469-21-906/29/22 13:121721 PCB-1248 (Aroclor 1248)ND ug/kg 06/30/22 16:47 12672-29-606/29/22 13:121721 PCB-1254 (Aroclor 1254)ND ug/kg 06/30/22 16:47 11097-69-106/29/22 13:121721 PCB-1260 (Aroclor 1260)ND ug/kg 06/30/22 16:47 11096-82-506/29/22 13:121721 Surrogates Tetrachloro-m-xylene (S)87 %.06/30/22 16:47 877-09-806/29/22 13:1253-125 1 Decachlorobiphenyl (S)91 %.06/30/22 16:47 2051-24-306/29/22 13:1241-125 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/06/2022 04:51 PM Pace Analytical Services, LLC 9608 Loiret Blvd. Lenexa, KS 66219 (913)599-5665 Page 13 of 20 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 60403596 RCRA BROWNFIELDS-RATH BUILDING Sample:RB-C10 Lab ID:60403596010 Collected:06/16/22 08:00 Received:06/21/22 09:00 Matrix:Solid Results reported on a "wet-weight" basis Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: EPA 8082 Preparation Method: EPA 3546 Pace Analytical Services - Minneapolis 8082 GCS PCB PCB-1016 (Aroclor 1016)ND ug/kg 06/30/22 17:03 12674-11-206/29/22 13:121631 PCB-1221 (Aroclor 1221)ND ug/kg 06/30/22 17:03 11104-28-206/29/22 13:121631 PCB-1232 (Aroclor 1232)ND ug/kg 06/30/22 17:03 11141-16-506/29/22 13:121631 PCB-1242 (Aroclor 1242)ND ug/kg 06/30/22 17:03 53469-21-906/29/22 13:121631 PCB-1248 (Aroclor 1248)ND ug/kg 06/30/22 17:03 12672-29-606/29/22 13:121631 PCB-1254 (Aroclor 1254)ND ug/kg 06/30/22 17:03 11097-69-106/29/22 13:121631 PCB-1260 (Aroclor 1260)ND ug/kg 06/30/22 17:03 11096-82-506/29/22 13:121631 Surrogates Tetrachloro-m-xylene (S)71 %.06/30/22 17:03 877-09-8 P106/29/22 13:1253-125 1 Decachlorobiphenyl (S)90 %.06/30/22 17:03 2051-24-306/29/22 13:1241-125 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/06/2022 04:51 PM Pace Analytical Services, LLC 9608 Loiret Blvd. Lenexa, KS 66219 (913)599-5665 Page 14 of 20 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 60403596 RCRA BROWNFIELDS-RATH BUILDING Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 825031 EPA 3546 EPA 8082 8082 GCS PCB Laboratory:Pace Analytical Services - Minneapolis Associated Lab Samples:60403596001, 60403596002, 60403596003, 60403596004, 60403596005, 60403596006, 60403596007, 60403596008, 60403596009, 60403596010 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:4370245 Associated Lab Samples:60403596001, 60403596002, 60403596003, 60403596004, 60403596005, 60403596006, 60403596007, 60403596008, 60403596009, 60403596010 Matrix:Solid Analyzed PCB-1016 (Aroclor 1016)ug/kg ND 50.0 06/30/22 13:38 PCB-1221 (Aroclor 1221)ug/kg ND 50.0 06/30/22 13:38 PCB-1232 (Aroclor 1232)ug/kg ND 50.0 06/30/22 13:38 PCB-1242 (Aroclor 1242)ug/kg ND 50.0 06/30/22 13:38 PCB-1248 (Aroclor 1248)ug/kg ND 50.0 06/30/22 13:38 PCB-1254 (Aroclor 1254)ug/kg ND 50.0 06/30/22 13:38 PCB-1260 (Aroclor 1260)ug/kg ND 50.0 06/30/22 13:38 Decachlorobiphenyl (S)%.119 41-125 06/30/22 13:38 Tetrachloro-m-xylene (S)%.76 53-125 06/30/22 13:38 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 4370246LABORATORY CONTROL SAMPLE: LCSSpike PCB-1016 (Aroclor 1016)ug/kg 8771000 88 68-125 PCB-1260 (Aroclor 1260)ug/kg 11101000 111 70-125 Decachlorobiphenyl (S)%.117 41-125 Tetrachloro-m-xylene (S)%.77 53-125 Parameter Units MS Result % Rec Limits Qual% RecConc. 4370703MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 60403596004 4370704 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. PCB-1016 (Aroclor 1016)ug/kg 3110 93 53-12583 13 303040ND28802520 PCB-1260 (Aroclor 1260)ug/kg 3110 90 30-14382 11 303040ND28002500 Decachlorobiphenyl (S)%.83 41-12582 Tetrachloro-m-xylene (S)%.P18953-12585 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/06/2022 04:51 PM Pace Analytical Services, LLC 9608 Loiret Blvd. Lenexa, KS 66219 (913)599-5665 Page 15 of 20 #=QL# QUALIFIERS Pace Project No.: Project: 60403596 RCRA BROWNFIELDS-RATH BUILDING DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Routine initial sample volume or weight was not used for extraction, resulting in elevated reporting limits.P1 Surrogate recovery exceeded laboratory control limits. Analyte presence below reporting limits in associated sample.S3 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/06/2022 04:51 PM Pace Analytical Services, LLC 9608 Loiret Blvd. Lenexa, KS 66219 (913)599-5665 Page 16 of 20 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 60403596 RCRA BROWNFIELDS-RATH BUILDING Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 60403596001 825031 825360RB-C1 EPA 3546 EPA 8082 60403596002 825031 825360RB-C2 EPA 3546 EPA 8082 60403596003 825031 825360RB-C3 EPA 3546 EPA 8082 60403596004 825031 825360RB-C4 EPA 3546 EPA 8082 60403596005 825031 825360RB-C5 EPA 3546 EPA 8082 60403596006 825031 825360RB-C6 EPA 3546 EPA 8082 60403596007 825031 825360RB-C7 EPA 3546 EPA 8082 60403596008 825031 825360RB-C8 EPA 3546 EPA 8082 60403596009 825031 825360RB-C9 EPA 3546 EPA 8082 60403596010 825031 825360RB-C10 EPA 3546 EPA 8082 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/06/2022 04:51 PM Pace Analytical Services, LLC 9608 Loiret Blvd. Lenexa, KS 66219 (913)599-5665 Page 17 of 20 Page 18 of 20 Page 19 of 20 Page 20 of 20 EXHIBIT G – Asbestos Sample Locations Maps – Separated By Area Positive ACMNegative ACMLegend9x9in Green Floor Tile, Mastic, Pipe Insulation DebrisAircell/Pipe Insulation DebrisDuct Wrap Debris12x12in Brown Floor Tile, Mastic, Pipe Insulation DebrisTank InsulationInaccessibleCeiling CoveringSteamer Insulation DebrisPossible Fire Door Pipe InsulationPanel AdhesiveCaulkDuct WrapAircell Pipe InsulationHeater InsulationExpansive JointWall TarCement BoardCorrugated Transite PanelsTransite Wall PanelChalkboardDuct SealantCork Insulation TarCork Insulation Tar149148147153150154158157156144145146164178177179271521731721631741712615525176175151165159162170169168160161166167CHECKED BY: PROJECT NO: SCALE: JOB DESCRIPTION:DATE: DRAWN BY: SHEET TITLE: \\dsm-dc-01\Users\tsilverthorn\Desktop\AutoCAD Logo\New Impact7G-Logo.jpg S W N E N/A City of Waterloo JR 02/05/2025 JH ACM Inspection Roof Property Map Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 Area 1Area 2Area 3 Positive ACMNegative ACMLegend9x9in Green Floor Tile, Mastic, Pipe Insulation DebrisAircell/Pipe Insulation DebrisDuct Wrap Debris12x12in Brown Floor Tile, Mastic, Pipe Insulation DebrisTank InsulationInaccessibleCeiling CoveringSteamer Insulation DebrisPossible Fire Door Pipe InsulationPanel AdhesiveCaulkDuct WrapAircell Pipe InsulationHeater InsulationExpansive JointWall TarCement BoardCorrugated Transite PanelsTransite Wall PanelChalkboardDuct SealantCork Insulation TarCork Insulation Tar415622122232420193R-1R-2R-6R-3aR-5R-4R-52R-53R-55CHECKED BY: PROJECT NO: SCALE: JOB DESCRIPTION:DATE: DRAWN BY: SHEET TITLE: \\dsm-dc-01\Users\tsilverthorn\Desktop\AutoCAD Logo\New Impact7G-Logo.jpg S W N E N/A City of Waterloo JR 02/05/2025 JH ACM Inspection 7th Floor Property Map Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 Area 1Area 2 Positive ACMNegative ACMLegend9x9in Green Floor Tile, Mastic, Pipe Insulation DebrisAircell/Pipe Insulation DebrisDuct Wrap Debris12x12in Brown Floor Tile, Mastic, Pipe Insulation DebrisTank InsulationInaccessibleCeiling CoveringSteamer Insulation DebrisPossible Fire Door Pipe InsulationPanel AdhesiveCaulkDuct WrapAircell Pipe InsulationHeater InsulationExpansive JointWall TarCement BoardCorrugated Transite PanelsTransite Wall PanelChalkboardDuct SealantCork Insulation TarCork Insulation Tar3029283839404241374759,60,61453231334443R-11R-49R-10R-7aR-9R-8CHECKED BY: PROJECT NO: SCALE: JOB DESCRIPTION:DATE: DRAWN BY: SHEET TITLE: \\dsm-dc-01\Users\tsilverthorn\Desktop\AutoCAD Logo\New Impact7G-Logo.jpg S W N E N/A City of Waterloo JR 02/05/2025 JH ACM Inspection 6th Floor Property Map Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 Area 1Area 2 Positive ACMNegative ACMLegend9x9in Green Floor Tile, Mastic, Pipe Insulation DebrisAircell/Pipe Insulation DebrisDuct Wrap Debris12x12in Brown Floor Tile, Mastic, Pipe Insulation DebrisTank InsulationInaccessibleCeiling CoveringSteamer Insulation DebrisPossible Fire Door Pipe InsulationPanel AdhesiveCaulkDuct WrapAircell Pipe InsulationHeater InsulationExpansive JointWall TarCement BoardCorrugated Transite PanelsTransite Wall PanelChalkboardDuct SealantCork Insulation TarCork Insulation Tar62,63,64169101536585657555453355052R-18R-19R-17R-16R-54R-12R-13R-1451R-3bR-15CHECKED BY: PROJECT NO: SCALE: JOB DESCRIPTION:DATE: DRAWN BY: SHEET TITLE: \\dsm-dc-01\Users\tsilverthorn\Desktop\AutoCAD Logo\New Impact7G-Logo.jpg S W N E N/A City of Waterloo JR 02/05/2025 JH ACM Inspection 5th Floor Property Map Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 Area 1Area 2 Positive ACMNegative ACMLegend9x9in Green Floor Tile, Mastic, Pipe Insulation DebrisAircell/Pipe Insulation DebrisDuct Wrap Debris12x12in Brown Floor Tile, Mastic, Pipe Insulation DebrisTank InsulationInaccessibleCeiling CoveringSteamer Insulation DebrisPossible Fire Door Pipe InsulationPanel AdhesiveCaulkDuct WrapAircell Pipe InsulationHeater InsulationExpansive JointWall TarCement BoardCorrugated Transite PanelsTransite Wall PanelChalkboardDuct SealantCork Insulation TarCork Insulation Tar868647076757714R-20R-22R-21aR-21bR-21cR-3cR-56R-57R-59R-58CHECKED BY: PROJECT NO: SCALE: JOB DESCRIPTION:DATE: DRAWN BY: SHEET TITLE: \\dsm-dc-01\Users\tsilverthorn\Desktop\AutoCAD Logo\New Impact7G-Logo.jpg S W N E N/A City of Waterloo JR 02/05/2025 JH ACM Inspection 4th Floor Property Map Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 Area 1Area 2Area 3 Positive ACMNegative ACMLegend9x9in Green Floor Tile, Mastic, Pipe Insulation DebrisAircell/Pipe Insulation DebrisDuct Wrap Debris12x12in Brown Floor Tile, Mastic, Pipe Insulation DebrisTank InsulationInaccessibleCeiling CoveringSteamer Insulation DebrisPossible Fire Door Pipe InsulationPanel AdhesiveCaulkDuct WrapAircell Pipe InsulationHeater InsulationExpansive JointWall TarCement BoardCorrugated Transite PanelsTransite Wall PanelChalkboardDuct SealantCork Insulation TarCork Insulation Tar72171373187411R-26R-27R-21dR-23R-24R-25R-62R-60R-61CHECKED BY: PROJECT NO: SCALE: JOB DESCRIPTION:DATE: DRAWN BY: SHEET TITLE: \\dsm-dc-01\Users\tsilverthorn\Desktop\AutoCAD Logo\New Impact7G-Logo.jpg S W N E N/A City of Waterloo JR 02/05/2025 JH ACM Inspection 3rd Floor Property Map Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 Area 1Area 2Area 3 Positive ACMNegative ACMLegend9x9in Green Floor Tile, Mastic, Pipe Insulation DebrisAircell/Pipe Insulation DebrisDuct Wrap Debris12x12in Brown Floor Tile, Mastic, Pipe Insulation DebrisTank InsulationInaccessibleCeiling CoveringSteamer Insulation DebrisPossible Fire Door Pipe InsulationPanel AdhesiveCaulkDuct WrapAircell Pipe InsulationHeater InsulationExpansive JointWall TarCement BoardCorrugated Transite PanelsTransite Wall PanelChalkboardDuct SealantCork Insulation TarCork Insulation Tar48491279818283989796114,115,11687848590,91,9293949586897R-29R-34R-31R-32R-30R-3d78R-28R-33aR-33bR-33c88R-63CHECKED BY: PROJECT NO: SCALE: JOB DESCRIPTION:DATE: DRAWN BY: SHEET TITLE: \\dsm-dc-01\Users\tsilverthorn\Desktop\AutoCAD Logo\New Impact7G-Logo.jpg S W N E N/A City of Waterloo JR 02/05/2025 JH ACM Inspection 2nd Floor Property Map Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 Area 1Area 2Area 3 Positive ACMNegative ACMLegend9x9in Green Floor Tile, Mastic, Pipe Insulation DebrisAircell/Pipe Insulation DebrisDuct Wrap Debris12x12in Brown Floor Tile, Mastic, Pipe Insulation DebrisTank InsulationInaccessibleCeiling CoveringSteamer Insulation DebrisPossible Fire Door Pipe InsulationPanel AdhesiveCaulkDuct WrapAircell Pipe InsulationHeater InsulationExpansive JointWall TarCement BoardCorrugated Transite PanelsTransite Wall PanelChalkboardDuct SealantCork Insulation TarCork Insulation Tar135,136,137134133132124130, 131341671122121120126,127,128123,124,12511211111399,100,101,102103,104105,106107108,109,110180181182141142143138139140R-46R-47R-42R-39R-40R-35R-36R-37R-38R-50R-41R-48R-51R-66R-65R-64CHECKED BY: PROJECT NO: SCALE: JOB DESCRIPTION:DATE: DRAWN BY: SHEET TITLE: \\dsm-dc-01\Users\tsilverthorn\Desktop\AutoCAD Logo\New Impact7G-Logo.jpg S W N E N/A City of Waterloo JR 02/05/2025 JH ACM Inspection 1st Floor Property Map Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 Area 1Area 2Area 3 Positive ACMNegative ACMLegend9x9in Green Floor Tile, Mastic, Pipe Insulation DebrisAircell/Pipe Insulation DebrisDuct Wrap Debris12x12in Brown Floor Tile, Mastic, Pipe Insulation DebrisTank InsulationInaccessibleCeiling CoveringSteamer Insulation DebrisPossible Fire Door Pipe InsulationPanel AdhesiveCaulkDuct WrapAircell Pipe InsulationHeater InsulationExpansive JointWall TarCement BoardCorrugated Transite PanelsTransite Wall PanelChalkboardDuct SealantCork Insulation TarCork Insulation Tar80117118119R-44R-3eR-45cR-45bR-43R-45aR-67R-68CHECKED BY: PROJECT NO: SCALE: JOB DESCRIPTION:DATE: DRAWN BY: SHEET TITLE: \\dsm-dc-01\Users\tsilverthorn\Desktop\AutoCAD Logo\New Impact7G-Logo.jpg S W N E N/A City of Waterloo JR 02/05/2025 JH ACM Inspection Basement Floor Property Map Rath Buildings 1442 Sycamore Street Waterloo, Iowa 50703 Area 1Area 2Area 3 EXHIBIT H – Asbestos Diagrams and Field Forms PRE-CLEANING RECORD Building Name: ___________________ Asbestos Program Manager: ________________________ Address: _________________________ Date: ____________________ _________________________ DATE AREA TECHNIQUE SUPERVISOR INITIAL Certificate of Visual Inspection Building Name: Address: Abatement Company: The contractor and industrial hygienist hereby certify that they have visually inspected the work area (all surfaces including pipes, beams, ledges, walls, ceiling and floor, decontamination unit, sheet plastic, etc.) and have found no dust, debris, or residue to the best of their knowledge. DATE REMOVAL AREA MATERIALS REMOVED SUPERVISOR NAME & SIGNATURE HYGIENIST NAME & SIGNATURE Print Print Signature Signature Print Print Signature Signature Print Print Signature Signature Print Print Signature Signature Notes: WASTE SHIPMENT RECORD G E N E R A T O R 1. Work site name and mailing address Owner's name Owner's telephone number 2. Operator's name and address Operator's telephone number Waste Generator Number 3. Waste disposal site (WDS) name, mailing address, and physical site location WDS telephone number 4. Name and address of responsible agency 5. Description of materials Asbestos, ID # NA 2212, PACKAGING GROUP 111 6. Containers 7. Total Quantity m3 (yd3) 8. Special handling instructions and additional information 9. OPERATOR'S CERTIFICATION: I hereby declare that the contents of this consignment are fully and accurately described above by proper shipping name and are classified, packed, marked, and labeled, and are in all respects in proper condition for transport by highway according to applicable international and government regulations. Printed/typed name and title Signature Month Day Year T R A N S P O R T E R 10. Transporter 1 (Acknowledgment of receipt of materials) Printed/typed name and title Signature Month Day Year Address & telephone number 11. Transporter 2 (Acknowledgment of receipt of materials) Printed/typed name and title Signature Month Day Year Address & telephone number D I S S P I O T S E A L 12. Discrepancy indication space 13. Waste disposal site owner or operator: Certification of receipt of asbestos materials covered by this manifest except as noted in item 12. Printed/typed name & title Signature Month Day Year EXHIBIT I – Iowa DNR 10-Day Notification Form (Online Link) https://stateofiowa.seamlessdocs.com/f/ DIAL_Asbestos_Notification_Form EXHIBIT J – Davis-Bacon Prevailing Wage Term and Condition "General Decision Number: IA20260028 01/16/2026 State: Iowa Construction Types: Heavy and Highway Counties: Adair, Adams, Allamakee, Appanoose, Audubon, Benton, Black Hawk, Boone, Bremer, Buchanan, Buena Vista, Butler, Calhoun, Carroll, Cass, Cedar, Cerro Gordo, Cherokee, Chickasaw, Clarke, Clay, Clayton, Clinton, Crawford, Dallas, Davis, Decatur, Delaware, Des Moines, Dickinson, Dubuque, Emmet, Fayette, Floyd, Franklin, Fremont, Greene, Grundy, Guthrie, Hamilton, Hancock, Hardin, Harrison, Henry, Howard, Humboldt, Ida, Iowa, Jackson, Jasper, Jefferson, Johnson, Jones, Keokuk, Kossuth, Lee, Linn, Louisa, Lucas, Lyon, Madison, Mahaska, Marion, Marshall, Mills, Mitchell, Monona, Monroe, Montgomery, Muscatine, O'Brien, Osceola, Page, Palo Alto, Plymouth, Pocahontas, Polk, Pottawattamie, Poweshiek, Ringgold, Sac, Shelby, Sioux, Story, Tama, Taylor, Union, Van Buren, Wapello, Warren, Washington, Wayne, Webster, Winnebago, Winneshiek, Woodbury, Worth and Wright Counties in Iowa. HIGHWAY CONSTRUCTION PROJECTS Modification Number Publication Date 0 01/16/2026 SAIA2025-001 12/26/2024 Rates Fringes BRICKLAYER (BRICKLAYER/STONE MASON) ZONE 1......................$ 37.00 18.62 ZONE 2......................$ 37.00 18.62 ZONE 3......................$ 37.00 18.62 ZONE 4......................$ 35.75 17.09 ZONE 5......................$ 32.65 17.09 Carpenter & Piledrivermen ZONE 1......................$ 34.27 17.08 ZONE 2......................$ 32.80 17.23 ZONE 3......................$ 32.68 17.48 ZONE 4......................$ 32.45 14.80 ZONE 5**....................$ 31.40 13.45 CONCRETE FINISHER ZONE 1......................$ 31.85 15.08 ZONE 2......................$ 31.85 15.08 ZONE 3......................$ 31.85 15.08 ZONE 4......................$ 30.00 10.70 ZONE 5......................$ 28.95 10.70 ELECTRICIAN (STREET AND HIGHWAY LIGHTING AND TRAFFIC SIGNALS) ZONE 1, 2, AND 3............$ 41.40 18.80 ZONE 4......................$ 40.10 17.80 ZONE 5......................$ 38.45 16.05 IRONWORKER (SETTING OF STRUCTURAL STEEL) ZONE 1......................$ 32.28 19.07 5/7/26, 2:37 PM SAM.gov https://sam.gov/wage-determination/IA20260028/0 1/7 ZONE 2......................$ 30.57 19.46 ZONE 3......................$ 30.56 19.60 ZONE 4......................$ 28.74 18.51 ZONE 5**....................$ 27.26 17.59 LABORER ZONE 4 GROUP A....................$ 25.42 13.42 GROUP AA...................$ 28.96 13.42 GROUP B....................$ 23.57 13.42 GROUP C....................$ 21.60 13.42 ZONE 5 GROUP A....................$ 25.42 12.17 GROUP AA...................$ 28.96 12.17 GROUP B....................$ 23.57 12.17 GROUP C....................$ 21.60 12.17 ZONES 1, 2, & 3 GROUP A....................$ 26.29 13.64 GROUP AA...................$ 28.96 13.64 GROUP B....................$ 24.44 13.64 GROUP C....................$ 21.36 13.64 POWER EQUIPMENT OPERATOR ZONE 1 GROUP A....................$ 38.92 18.28 GROUP B....................$ 37.37 18.28 GROUP C....................$ 34.87 18.28 GROUP D....................$ 34.87 18.28 ZONE 2 GROUP A....................$ 38.82 18.28 GROUP B....................$ 37.22 18.28 GROUP C....................$ 34.67 18.28 GROUP D....................$ 34.67 18.28 ZONE 3 GROUP A....................$ 35.10 31.30 GROUP B....................$ 33.80 31.30 GROUP C....................$ 32.30 31.30 GROUP D....................$ 32.30 31.30 ZONE 4 GROUP A....................$ 35.10 20.70 GROUP B....................$ 33.96 20.70 GROUP C....................$ 31.88 20.70 GROUP D....................$ 31.88 20.70 ZONE 5 GROUP A....................$ 34.17 15.55 GROUP B....................$ 33.13 15.55 GROUP C....................$ 31.40 15.55 GROUP D....................$ 30.40 15.55 TRUCK DRIVER ZONE 1......................$ 29.00 13.40 ZONE 2......................$ 29.00 13.40 ZONE 3......................$ 29.00 13.40 ZONE 4......................$ 29.00 11.00 ZONE 5......................$ 27.24 11.00 ZONE DEFINITIONS ZONE 1 The Counties of Polk, Warren, and Dallas for all Crafts, and Linn County Carpenters only. ZONE 2 The Counties of Dubuque for all Crafts and Linn County for all Crafts except Carpenters. ZONE 3 The Cities of Burlington (including West Burlington), Clinton, Fort Madison, Keokuk, and Middleton (including the Iowa Army Ammunition Plant) and Muscatine (and abutting municipalities of any such cities). 5/7/26, 2:37 PM SAM.gov https://sam.gov/wage-determination/IA20260028/0 2/7 ZONE 4 Story, Black Hawk, Cedar, Jasper, Jones, Jackson, Louisa, Madison, and Marion Counties; Clinton County (except the City of Clinton), Johnson County, Muscatine County (except the City of Muscatine), the City of Council Bluffs, Lee County and Des Moines County. ZONE 5 All areas of the state not listed above. LABORER CLASSIFICATIONS - ALL ZONES GROUP AA - Skilled pipelayer (sewer, water, and conduits) and tunnel laborers; asbestos abatement worker GROUP A - Carpenter tender on bridges and box culverts; CCTV* sewer inspection operator; curb machine (without a seat); deck hand; diamond & core drills; drill operator on air tracs, wagon drills, and similar drills; form setter/stringman on paving work; gunnite nozzleman; joint sealer kettleman; laser operator; mason tender (brick/stone), powderman tender; powderman/blaster; sign erector; saw operator; {(Zones 4 and 5) Skilled pipelayer (sewer, water, and conduits); surveyors assistant; tunnel laborer; asbestos abatement worker}. *new labor classification (CCTV: closed circuit television) GROUP B - Air, gas, electric tool operator; barco hammer; carpenter tender; caulker; chain sawman; compressor (under 400 cfm); concrete finisher tender; concrete processing materials and monitors; cutting torch on demolition; drill tender; dumpmen; electric drills; fence erectors; form line expansion joint assembler; form tamper; general laborer; grade checker; handling and placing metal mesh, dowel bars, reinforcing bars and chairs; hot asphalt laborer; installing temporary traffic control devices; jack hammerman; mechanical grouter; painter (all except stripers); paving breaker; planting trees, shrubs and flowers; power broom (not self-propelled); power buggyman; rakers; rodman (tying reinforcing steel); sandblaster; seeding and mulching; sewer utility topman/bottom man; spaders; stressor or stretcherman on pre or post tensioned concrete; stringman on re/surfacing/no grade control; swinging stage, tagline, or block and tackle; tampers; timberman; tool room men and checkers; tree climber; tree groundman; underpinning and shoring caissons over twelve feet deep; vibrators; walk behind trencher; walk behind paint stripers; walk behind vibrating compactor; water pumps (under three inch); work from bosun chair. GROUP C - Scale weigh person; traffic control/flagger, surveillance or monitor; water carrier. POWER EQUIPMENT OPERATOR CLASSIFICATIONS - ALL ZONES GROUP A - All terrain (off road) forklift; asphalt breakdown roller (vibratory); asphalt laydown machine; asphalt plant; asphalt screed; bulldozer (finish); central mix plant; concrete pump; crane; crawler tractor pulling scraper; directional drill (60,000 (lbs) pullback and above); dragline and power shovel; dredge engineer; excavator (over � cu. yd.); front end loader (4 cy and over); horizontal boring machine; master mechanic; milling machine (over 350 hp); motor grader (finish); push cat; rubber tired backhoe (over � cu. yd.); scraper (12 cu. yd. and over or finish); Self-propelled rotary mixer/road reclaimer; sidebroom tractor; slipform portland concrete paver; tow or push boat; trenching machine (Cleveland 80 or similar) . GROUP B - Articulated off road hauler, asphalt heater/planer; 5/7/26, 2:37 PM SAM.gov https://sam.gov/wage-determination/IA20260028/0 3/7 asphalt material transfer vehicle; asphalt roller; belt loader or similar loader; bulldozer (rough); churn or rotary drill; concrete curb machine; crawler tractor pulling ripper, disk or roller; deck hand/oiler; directional drill (less than 60,000 (lbs) pullback); distributor; excavator (1/2 cu. yd. and under); form riding concrete paver; front end loader (2 to less than 4 cu. yd.); group equipment greaser; mechanic; milling machine (350 hp. and less); paving breaker; portland concrete dry batch plant; rubber tired backhoe (1/2 cu. yd. and under); scraper (under 12 cu. yd.); screening, washing and crushing plant (mobile, portable or stationary); shoulder machine; skid loader (l cu. yd. and over); subgrader or trimmer; trenching machine; water wagon on compaction. GROUP C - Boom & winch truck; concrete spreader/belt placer; deep wells for dewatering; farm type tractor (over 75 hp.) pulling disc or roller; forklift; front end loader (under 2 cu. yd.); motor grader (rough); pile hammer power unit; pump (greater than three inch diameter); pumps on well points; safety boat; self-propelled roller (other than asphalt); self-propelled sand blaster or shot blaster, water blaster or striping grinder/remover; skid loader (under 1 cu. yd.); truck mounted post driver. GROUP D - Boiler; compressor; cure and texture machine; dow box; farm type or utility tractor (under 75 hp.) pulling disk, roller or other attachments; group greaser tender; light plants; mechanic tender; mechanical broom; mechanical heaters; oiler; pumps (under three inch diameter); tree chipping machine; truck crane driver/oiler. ** CARPENTERS AND PILEDRIVERMEN, or IRONWORKERS (ZONE 5) Setting of structural steel; any welding incidental to bridge or culvert construction; setting concrete beams. ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ================================================================ Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts. Note: Executive Order 13658 generally applies to contracts subject to the Davis-Bacon Act that were awarded on or between January 1, 2015 and January 29, 2022, and that have not been 5/7/26, 2:37 PM SAM.gov https://sam.gov/wage-determination/IA20260028/0 4/7 renewed or extended on or after January 30, 2022. Executive Order 13658 does not apply to contracts subject only to the Davis-Bacon Related Acts regardless of when they were awarded. If a contract is subject to Executive Order 13658, the contractor must pay all covered workers at least $13.30 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in 2025. The applicable Executive Order minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under Executive Order 13658 is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)). ---------------------------------------------------------------- The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate. Union Rate Identifiers A four-letter identifier beginning with characters other than ""SU"", ""UAVG"", ?SA?, or ?SC? denotes that a union rate was prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate. Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification. Union Average Rate Identifiers The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE: UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio. The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate. A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based. 5/7/26, 2:37 PM SAM.gov https://sam.gov/wage-determination/IA20260028/0 5/7 Survey Rate Identifiers The ""SU"" identifier indicates that either a single non-union rate prevailed (as defined in 29 CFR 1.2) for this classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SUFL2022-007 6/27/2024. SU indicates the rate is a single non-union prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier. ?SU? wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1). State Adopted Rate Identifiers The ""SA"" identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted. ----------------------------------------------------------- WAGE DETERMINATION APPEALS PROCESS 1) Has there been an initial decision in the matter? This can be: a) a survey underlying a wage determination b) an existing published wage determination c) an initial WHD letter setting forth a position on a wage determination matter d) an initial conformance (additional classification and rate) determination On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to davisbaconinfo@dol.gov or by mail to: Branch of Wage Surveys Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 Regarding any other wage determination matter such as conformance decisions, requests for initial decisions should be 5/7/26, 2:37 PM SAM.gov https://sam.gov/wage-determination/IA20260028/0 6/7 directed to the WHD Branch of Construction Wage Determinations. Requests can be submitted via email to BCWD-Office@dol.gov or by mail to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2) If an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Requests for review and reconsideration can be submitted via email to dba.reconsideration@dol.gov or by mail to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210. ================================================================ END OF GENERAL DECISION" 5/7/26, 2:37 PM SAM.gov https://sam.gov/wage-determination/IA20260028/0 7/7 COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Noel Anderson, Community Planning and Development Director Planning & Zoning Department June 1, 2026 AGENDA ITEM TITLE Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as June 25, 2026, and date of public hearing as July 20, 2026, in conjunction with Asbestos Abatement Services, Contract AB-2026-06-01P (1442 Sycamore Street, former Rath buildings), and instruct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The property in question, 1442 Sycamore Street, was acquired by the City, and is being abated of asbestos in preparation of demolition. NEIGHBORHOOD IMPACT The action is in preparation for demolition, which will remove a blighted building. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES Estimate: $2,210,200. To be paid from EPA Cleanup Grant and Rath TIF. ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. City of Waterloo - Rath - Asbestos Project Manual COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Noel Anderson, Community Planning and Development Director Planning & Zoning Department June 1, 2026 AGENDA ITEM TITLE Resolution setting the date of public hearing as July 6, 2026, to approve the final selection of route and authorizing to acquire or condemn necessary property for right-of-way, permanent easements, and temporary easements related to the Katoski Drive/Huntington Road reconstruction, generally located east and south of 1350 Katoski Drive, extending to the west city limits line, and instruct the City Clerk to publish public notice. RECOMMENDED COUNCIL ACTION Approval. SUMMARY STATEMENT AND BACKGROUND INFORMATION Transmitted is a resolution setting the date of public hearing as July 6, 2026, authorizing to approve the final route selection and acquire or condemn necessary property for right-of-way, permanent easements, and temporary easements related to the Katoski Drive/Huntington Road reconstruction, generally located east and south of 1350 Katoski Drive, extending along Huntington Road to the west city limits line, and instruct the City Clerk to publish public notice. Attached is a resolution to be used for approval of this action. NEIGHBORHOOD IMPACT Construction of Waterloo United High School has begun and the roadway improvements are needed to handle additional traffic that will be created by the new high school. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Resolution to Set Date of Hearing RESOLUTION NO. 2026 - __________ RESOLUTION SETTING PUBLIC HEARING FOR JULY 6, 2026, ON FINAL SELECTION OF ROUTE OR LOCATION AND FUNDING OF THE RE-DESIGN AND RECONSTRUCTION OF KATOSKI DRIVE/HUNTINGTON ROAD AND ON AUTHORIZATION FOR THE ACQUISITION OR CONDEMNATION, IF NECESSARY, OF PROPERTY, AND DIRECTING THE CLERK TO GIVE NOTICE IN ACCORDANCE WITH LAW. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that the Council of the City of Waterloo, Iowa, shall meet in the Council Chambers in the City Hall in the City of Waterloo, Iowa, at 5:30 p.m. on the 6th day of July, 2026, for the purpose of considering and acting upon final selection of route and authorization to acquire or condemn necessary property required for the re-design and construction of Huntington Road. BE IT FURTHER RESOLVED that the City Clerk is hereby instructed to cause notice to be mailed and published as required by law, including the publishing of notice in the Waterloo Courier. PASSED AND ADOPTED this ____ day of ________________________, 2026. ________________________________________ David Boesen, Mayor ATTEST: Kelley Felchle, City Clerk 500.00 3,000.00 500.00 100.00 500.00 1,500.00 43,750.00 1,990.00 2,180.00 9,000.00 10,500.00 3,000.00 5,500.00 1,000.00 2,000.00 5,000.00 3,000.00 750.00 4,000.00 1,000.00 800.00 200.00 800.00 300.00 1,000.00 1,000.00 10,000.00 2,000.00 1,500.00 2,500.00 2,000.00 5,000.00 800.00 1,000.00 127,670.00 Transportation Insurance Expenses Total: Lighting Rental Stage Activities for Kids Hotel Stay Video Display Miscellaneous Sound System Rental Badges Food and Beverage Catering Beverages Snacks/Appetizers Servers/Staff Tableware Linen Entertainment Key Note Speaker Music Volunteer Expense Special Flag Kit (26) Shipping Lighting for Flags Marketing Ads Flyers/Posters Social Media Email Campaign Staffing Staff Wages Security Flag Kits (1750) America 250 Field of Honor Black Hawk County 2026 Budget Venue Rental Cleaning Decorations Utilities Setup/Teardown Furniture/Equipment Rental CITY OF N u TERLOO .� Community of Opportunity Waterloo City Council Discretionary Hotel -Motel Grant Application The City of Waterloo is offering grants to non-profit entities for projects and community events that support tourism, quality of life and which bring people to Waterloo's downtown area. Grant funds are made possible through Hotel/Motel tax funds received by the City of Waterloo. City Ordinance states 10% of the revenues generated from the Hotel -Motel Tax can be used as discretionary dollars of the City Council to enhance projects that support several defined areas. To apply, please complete the following application and either mail or email to: City of Waterloo Finance Dept., City Hall, 715 Mulberry St., Waterloo, Iowa, 50703 1. b ridgett.wo o d@waterloo-ia. org Incomplete applications will be returned. General Information (It is highly recommended that applications be typewritten. Use a separate sheet of paper, if necessary): Name of organization Americans for Independent Living N f f l t 1 t Black Hawk County Field of Honor ame o 0%, i y prolec Contact person Trent Hunter Email trent.hunter@hawkeyecollege.edu Address of organization or person completing application: Street 4020 University Avenue city Waterloo State Iowa Zip 50701 Phone 319 504 4614 Fax: Please describe your project in detail a) Explain the project as though you were telling a complete stranger. b) Please be specific how the grant monies will be used in the overall project. A celebration of our country's 250th birthday is coming to Black Hawk County over the 4th of July! The Americans for Independent Living (AFIL), Exchange Clubs of the Cedar Valley, Main Street Waterloo and City of Waterloo are hosting the Black Hawk County the Field of Honor. From July 3 — 5, 2026, we will display 1,776 American flags, symbolizing the nation's freedom, unity, and the sacrifices that made them possible. Flags will be displayed throughout the weekend at Veterans Memorial Park, Vietnam Veterans Park, 4th and 5th Street bridges and the parking ramp in downtown Waterloo. Opening and closing ceremonies are also planned and educational resources available throughout the event. Each of the previous 26 flags that our country has flown under will be on display. The recently restored American flag will be on display. It is the first American flag carried into Europe by thel33rd Infantry Regiment when the regiment landed in Belfast on January 26, 1942. Opening and closing ceremonies are also planned and educational resources available throughout the event. This is an all volunteer event, and both organizations (Exchange and AFIL) are working together in all aspects of its planning and execution. What is the mission of your organization? The Americas for Independent Living (AFIL) is a local non profit that honors those who've served and supports veterans and their families with safe housing and a resource center where veterans can access essential resources, build community connections, and find the tools they need and thrive. Exchange Clubs' areas of impact include prevention of child abuse, Americanism, community service & youth programs. Exchange is a nationally affiliated organization. 3 local Exchange Clubs are working together on this project: Exchange Club of Waterloo, Cedar Falls Exchange Club and Waterloo Sunrise Ex 4. How long has your organization been in existence? Americans for Independent Living was founded in 2015, the National Exchange Club in 1911, the Exchange Club of Waterloo in 1948, Cedar Falls Exchange Club in 1977 and. Waterloo Sunrise Exchange Club in 1970. 5. How many staff members and/or volunteers are involved in this organization and the project? No paid staff. We estimate using approximately 453 volunteers working in 2 or 3 hour shifts for a total of 1,220 volunteer hours. Tasks include flag assembly, staking and placement, grounds, security, fencing, field layout, flag procession, flag placement on bridges, ramp, etc. This does not include time spent by the Steering/Planning Committee, presentations to local civic clubs, radio and TV interviews, fundraising or grant writing. 6. Please indicate all the categories that your projects supports: Category 1 — Supports tourism and heads on beds aCategory 2 — Supports and assists community events Category 3 — Brings people downtown Category 4 — Supports Waterloo quality of life 7. Please provide a detailed description of your project, together with a statement of how your project fits into one or more of the above listed 4 categories. The Exchange Club of Waterloo successful hosted this display in 2004, 2008 and 2020 in the same downtown location with many hundreds of people from far and away visiting the site to reflect on the sacrifices that our veterans, current service members, first responders and all those that protect our country. As one of the only celebrations in Black Hawk County, we have expanded our scope by partnering with Mainstreet Waterloo and their Red, White and Loo, an annual celebration of the 4th of July. We have also increased the number of displayed flags by approximately 500 and we have added an additional field at the Vietnam Veterans Memorial area on E. 4th Street. The field site will also host each of the 26 flags that this country has flown under. Children's activities are available in Veterans Hall. 8. If your project has or will continue for more than one year, please explain your plans for financial sustainability We do not expect to host this scaled event anytime in the next few years. Any funds remaining after expenses will be dedicated to carry out the mission of Americans for Independent Living and the Exchange Clubs of the Cedar Valley. Because Americanism is one of Exchange Club's pillars, the community can expect our continued support of patriotic programs such as Proudly We Hail (honoring individuals and businesses that fly the American flag near Flag Day), annually recognizing Waterloo Policeman and Firefighter of the Year, walking in the Memoria Day parade, and hosting the One Nation Under Banquet (near Veteran's Day in November). 9. Give an estimate of how you plan to measure the success of the project Fields of Honor, similar to this event, have been held in the past (2004, 2008 and 2020 but not to this scale) and hundreds of people attended, either by parading flags across the bridges or visiting the site and we expect similar interest as an America 250 celebration event, the only one of its kinds in Black Hawk County. We are promoting this event as a unifying event that everyone can support. We are honoring veterans, current service members, first responders, health care workers and all that maintain our American freedoms. We are attracting considerable attention to the event, with many pre flag sales and several community groups coming forward, unsolicited, to sponsor the event. Many civic groups and individuals have stepped forward to fill volunteer slots. Many radio and TV appearances are underway, as well as Facebook Live conducted by the City of Waterloo. 10. Describe specifically how the proposed project will be marketed. Facebook: America250 Field of Honor Black Hawk County State of Iowa website: www.governor.iowa.gov/america 250/america 250 iowa events Colonial Flag Foundation: www.healingfield.org Americans for Independent Living: www.afil.org/events City of Waterloo Facebook Live We have made presentations to these local organizations: Black Hawk County Board of Supervisors, Black Hawk County Veterans Affairs Commission, 3 local Exchange Clubs, Waterloo Spokesmans, Quota Club, Cedar Falls Lions, Cedar Falls Amvets, Cedar Falls Rough Risers, Waterloo Kiwanis, AFIL Veterans Breakfast. Other opportunities are being confirmed or sought. 11. Please provide a detailed description of the budget. Please include information about additional funding sources, income and how the hotel/motel tax grant fits into the overall budget. See attached Budget. To date, we currently have received $6,400 in individual cash donations, plus an additional $3,500 pledged To date, sponsoring organizations include Banklowa, Peoples Community Health Clinic, Beecher Law Firm, Ratchford Detailing, VGM, JSA, Cedar Falls Amvets Post No. 49, Build Our Ballpark, Fleet Farm, Waterloo Firefighters Local 66, Performance Bodies, Peterson Contractors, Inc., Lincoln Savings Bank, American Pattern, Local Union Community Charities, Exchange Club of Waterloo, Schumacher Elevator, Creative Planning, Arms Hair Styling, Advantage Environment, Community Bank and Trust, and The Shed. We currently have $58,000 requested/committed in sponsorships and grants. City of Waterloo Hotel/Motel Funds (discretionary funds) will be a sponsorship revenue, affording the City "Founding Father Premier Leadership Recognition". This sponsorship affords the City these benefits: Presenting Sponsor designation, speaking opportunities at Opening ceremonies, logo on main stage, program cover, media and all event signage, featured in press releases and media interviews, 25 commemorative flags dedicated in sponsor's name, and exclusive sponsorship of the Veterans Memorial Hall area field. We anticipate that many listed expenses will not be necessary including speaker fees and expenses, volunteer expenses, social media and food and beverage. We have secured in kind donations from Fire Fly for drone footage, AECOM and VJ Engineering for staking services, and stage settings from National Cattle Congress. We continue to keep expenses low and seek in kind services when possible. 12. Please include in your submitted materials: • Tax exempt status • W-9 form 13. We ask that you will submit a single page final report detailing the results of your project one month after the completion of the project. If you do not submit your final report within a month after completion you will not be eligible for further funding. • Were your intended goals for the project met? Please provide details. • How were the funds spent? Please be specific. BUDGET SUMMARY: Total Project Cost Additional Funding Sources In -Kind Services Hotel/Motel Tax Grant Request $ 127670 $ 107670.00 $ 20000.00 Please note: Additional Funding Sources, In -Kind Services and Hotel/Motel Tax Grant Request must equal Total Project Cost. I have reviewed this Application for Hotel/Motel Grant Funds from the City of Waterloo. The information contained in this application plus any attachment(s) is accurate and complete to the best of my knowledge. The Hotel/Motel Tax Grant Funds are to be used for the express purpose as stated in the Grant Application. I, the undersigned, fully understand that if this program/project does not transpire, Waterloo City Council's recommendation for funding will be withdrawn and my organization will be respo i sible for refunding any portion of funds already received. May 11, 2026 Signature of Apolkant Date Form W-9 Request for Taxpayer (Rev. March 2024) Identification Number and Certification Give form to the Department of the Treasury requester. Do not Internal Revenue service Go to WWtv,hs,gov/ForraM for instructions and the latest inform stion. Send to the IRS. Before you begin. For guidance related to the purpose of Form W-9, see Purpose of Form, below. 1 Name of entltyMtllvldual. An entry Is required. (For a sole popnator or disregarded entity, enter the owner's n, entity's name on line 2.) me on line 1, and enter the busineenvoisregarded 1 t 2 Business namefdisregarded entity name, a differaniffrom, above. m Be Check the appropriate box for federal tax classification of the enMAndividual whose name is entered on line 1 only am of the following seven boxes, Check 4 Exemptions (codes apply Dory to a ❑ Individual/sole proprietor ❑ G corporation ❑ S corporation ❑ Partnership ❑ Tint Cenaln entitles, not individuals; estate see instructions on page 3): m ❑ LLC. Enter the tax classification (C = c corporation, S = S corporation, P = Partnership) . . . , Exempt payee code (M any) Note: Check the "LLC" box above and, in the entry space, enter the appropriate wide (C. S. or P) for the O classification of the LLC, unless a is a disregarded entity. A disregarded entity should Instead check the box far the tax classification of its owner, opdate Exemption from Foreign Account Tax C 1 other (See instructions) Olt / "� f { tA (:g l Compliance Act (FATCA) reporting C.p fly coda (rf anY) 'on, ab If on One 3a you checked "Partnership" or `Trust/estate," or checked "LLC" and entered "P" as its tax claesii and you are providing this form to a perrnersi trust, or estate in whioh you have an ownership interest, o,.k (AppAtta to accounts maintained this box if you have any foreign partners, owners, or beneficiaries. See instructions _ , ❑ outside the fluted States.) r S Address (number, street, and apt. or gotta rip.). See instructions. Request 's name and acidness (optional) 6 City, state, and AP code 7 List account number(s) here (optional) IMB Taxpayer Identification Number IN Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid 8oeial security number backup withholding. For individuals, r di this is dgenerally entity, your social security number ,Safer, However, for a resident alien, sole proprietor, or disregarded entity, see the instructions for Part 1, later. For other - m _ entities, lt is your employer identification number (EIN). If you do not have a number, see How to get a TIN, later. r Note: If the account is in more than one name, see the instructions for line 1. See also What Name and Employer identification number Number To Give the Requester for guidelines on whose number to enter. Certification Under penalties of perjury, 1 certify that: 1. The number shown on this form is my correct taxpayer identification number (or 1 am waiting for a numbe r to be Issued to me); and 2. 1 am not subject to backup withholding because (a) I am exempt from backup withholding, or (b) I haven t been notified by the Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or divider ids, or (c) the IRS has notified me that I am no longer subject to backup withholding; and 3. 1 am a U.S. citizen or other U.S. person (defined below); and 4. The FATCA code(s) entered on this form (if any) indicating that I am exempt from FATCA reporting is contact. Certification instructions. You must cross out item 2 above If you have been notified by the IRS that you are ci, mently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, Rene 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property cancellation of debt, contributions to an individual retirement a Tangement (IRA), and, generally, payments other than interest and dividends, y e rilnadiill the certification, but you must provide your rorrixt TIN. See the instructions for Part 11, later. Sign Here signature of US. person Data General Instructions Section references are to the Internal Revenue Code unless otherwise noted. Future developments. For the latest information about developments related to Form W-9 and its instructions, such as legislation enacted after they were published, go to www.irs.gov1FarmW9. What's New Line 3a has been modified to clarify how a disregarded entity completes this line. An LLC that is a disregarded entity should check the appropriate box for the tax classification of its owner. Otherwise, it should check the "LLC' box and enter Its appropriate tax classification, New line 3b has been added to this form. A flow -through entity is required to complete this line to indicate that it has direct or indirect foreign partners, owners, or beneficiaries when it provides the Form W-9 to another flow -through entity in which it has an ownership interest. This change is Intended to provide a flow -through entity with information regarding the status of its indirect foreign partners, owners, or beneficiaries, so that It can satisfy any applicable reporting requirements. For example, a partnership that has any indirect foreign partners may be required to complete Schedules K-2 and K-3. See the Partnership Instructions for Schedules K-2 and K-3 (Form 1065). Purpose of Form An individual or entity (Form W-9 requester) who is required to file an information return with the IRS Is giving you this form because they Cat. No. 10231X Farm w-g (Rev. 3-2024) S Departinent of the Treaswy I Internal Revenue Service 031934 OGDEN UT 84201-0029 AMERICANS FOR INDEPENDENT LIVING TIMOTHY COMBS 1303 OAK PARK BLVD CEDAR FALLS IA 50613-1557 Employer ID Number: 47-4503717 Form 990 required: YES Dear Taxpayer: In reply refer to: 4077591934 Feb. 19, 2016 LTR 4168C 0 47-4503717 000000 00 00032016 BODC: TE This is in response to your request dated Jan. 28, 2016, regarding A NAME CHANGE We issued you a determination letter in AUGUST 2015, recognizing you as tax-exempt under Internal Revenue Code (IRC) Section 501(c) (3). Our records also indicate you're not a private foundation as defined under IRC Section 509(a) because you're described in IRC Sections 509(a)(1) and 170(b)(1)(A)(vi). Donors can deduct contributions they make to you as provided in IRC Section 170. You're also qualified to receive tax deductible bequests, legacies, devises, transfers, or gifts under IRC Sections 2055, 2106, and 2522. In the heading of this letter, we indicated whether you must file an annual information return. If a return is required, you must file Form 990, 990-EZ, 990-N, or 990-PF by the 15th day of the fifth month after the end of your annual accounting period. IRC Section 6033(j) provides that, if you don't file a required annual information return or notice for three consecutive years, your exempt status will be automatically revoked on the filing due date of the third required return or notice. For tax forms, instructions, and publications, visit www.irs.gov or call 1-800-TAX-FORM (1-800-829-3676). If you have questions, call 1-877-829-5500 between 8 a.m. and 5 p.m., local time, Monday through Friday (Alaska and Hawaii follow Pacific Time). AMERICANS FOR INDEPENDENT LIVING TIMOTHY COMBS 1303 OAK PARK BLVD CEDAR FALLS IA 50613-1557 4077591934 Feb. 19, 2016 LTR 4168C 0 47-4503717 000000 00 00032017 Sincerely yours, Jeffrey I. Cooper Director, EO Rulings & Agreement INTERNAL REVENUE SERVICE P. O_ SOX 2508 CINCINNATI, OH 45201 Date: w AMERICANS FOR EQUAL LIVING 1303 OAK PARK BLVD CEDAR FALLS, IA 50613 Dear Applicant: DEPARTMENT OF THE TREASURY Employer Identification dumber: 47-4503717 DLN: 17053224347035 Contact Person: PAUL F CAPPEL IT ID# 31665 Contact Telephone Number: (877) 829-5500 Accounting Period Ending: December 31 Public Charity Status: Form 990 Required: Yes Effective Date of Exemption: June 15, 2015 Contribution Deductibility: Yes Addendum Applies: No We are pleased to inform you that upon review of your application for tax exempt status we have determined that you are exempt from Federal income tax under section 501(c)(3) of the Internal Revenue Code. Contributions to you are deductible under section 170 of the Code. You are also qualified to receive tax deductible bequests, devises, transfers or gifts under section 2055, 2106 or 2522 of the Code_ Because this letter could help resolve any questions regarding your exempt status, you should keep it in your permanent records. Organizations exempt under section 501(c)(3) of the Code are further classified as either public charities or private foundations. We determined that you are a public charity under the Code section(s) listed in the heading of this letter. For important information about your responsibilities as a tax-exempt organization, go to www.irs.gov/charities. Enter 114221-PC" in the search bar to view Publication 4221-PC, Compliance Guide for Soi(c)(3) Public Charities, which describes your recordkeeping, reporting, and disclosure requirements. Letter 947 -2-- AMERICANS FOR EQUAL LIVING Sincerely, Jeffrey I. Cooper Director, Exempt Organizations Rulings and Agreements Letter 947 COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Finance Department June 1, 2026 AGENDA ITEM TITLE Resolution approving award of hotel/motel tax council discretionary funds to the Americans for Independent Living, in the amount of $20,000.00, for the Field of Honor Project, commemorating America’s 250th Anniversary and honoring veterans, active military personnel, and those who have served our nation. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. 250th Anniversary -- Hotel Motel Tax Application -- City of Waterloo -- signed 2. 250th Anniversary -- Budget 5.14.26 3. AFIL Determination Letter 4. AFIL -- W-9 Project No.: STP-A-8155(785)--86-07 3 TRAFFIC SIGNAL CONTROLLER CABINET, FURNISH AND INSTALL (NOT INCLUDING NEW, IN-CABINET FIBER OPTIC NETWORK EQUIPMENT: 12-POSITION TERMINATION PANEL, LAYER 2 SWITCH, ETC.) EA 1 20,000.00$ 20,000.00$ 4 TRAFFIC SIGNAL CONTROLLER CABINET, REMOVE AND SALVAGE EA 1 625.00$ 625.00$ 23 35' WOODEN UTILITY POLE EA 1 2,000.00$ 2,000.00$ 24 CONDUIT, 2-INCH DIA., HDPE, BORED, FURNISH AND INSTALL LF 100 18.00$ 1,800.00$ 25 FURNISH AND INSTALL CONDUIT LB CONNECTION TO EXISTING TRAFFIC SIGNAL CONTROLLER CABINET EA 3 350.00$ 1,050.00$ 26 REPAIR EXISTING CONDUITS AT INTERSECTION OF BROADWAY STREET AND AIRPORT BOULEVARD LS 1 1,050.00$ 1,050.00$ 27 FIELD VERIFICATION, EXPLORATION, AND UNCOVERING OF EXISTING UNDERGROUND CONDUIT SYSTEM AND HANDHOLES NOT IDENTIFIED IN PLANS LS 1 7,597.50$ 7,597.50$ 28 ADJUST EXISTING HANDHOLE TO GRADE, 1" TO 6" EA 8 350.00$ 2,800.00$ 29 ADJUST EXISTING HANDHOLE TO GRADE, 7" TO 12" EA 3 450.00$ 1,350.00$ 30 ADJUST EXISTING HANDHOLE TO GRADE, 13" TO 24" EA 1 550.00$ 550.00$ 38,822.50$ Summary of Additional Traffic Signalization Costs Total: Item Number Item Description Total Quantity Unit PriceUnit COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Safiah Elahi, Traffic Operations Director Traffic Operations Department June 1, 2026 AGENDA ITEM TITLE Motion to approve Change Order No. 01 with K and W Electric, Inc., of lump sum modification, for a net increase of $38,822.50, in conjunction with Broadway Traffic Adaptive Project, Contract No. 785, and authorizing the Mayor and City Clerk to execute said document. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION This is a change order to add specific items to a lump sum bid that were not previously included. There was a wooden pole that was missing in the plans and several existing handholes and conduits that were in the plans for use but are not viable and need to have repairs made to them and/or replaced. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES 324-17-7161-2103 ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Change Order 01 COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Lance Dunn, Human Resources Director Human Resources Department June 1, 2026 AGENDA ITEM TITLE Communication from the Street Department on the notice of the conclusion of employment of Haris Tricic, Equipment Operator II, effective May 1, 2026, with recommendation of approval of payout of $4,279.22 for unused benefits. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. TRICIC PAYOUT 6.1.2026 05/08/2026 MINUTES WATERLOO LEISURE SERVICES COMMISSION TUESDAY, April 14, 2026 300 Jefferson Street The meeting was held in the Cedar Valley SportsPlex Multipurpose Room at 300 Jefferson Street. meeting was called to order at 7:32 am. The Present: Council Liaison Steve Simon, Council Liaison Hector Salamanca Arrroyo, Ellen Vanderloo, Jeremy Kruth, Tom Christensen, Tim Moses, Allison Richter Staff: JB Bolger, Todd Derifield, Travis Nichols, Logan Cinnamon, Chris Dolan, Bob Etringer Absent: Jessica Rucker, Robert Welch Ellen Vanderloo called for approval of the agenda. Allison Richter motioned to approve the agenda, second by Tom Christensen. Ayes: All Nays: None Ellen Vanderloo called for motion for the approval of March 10, 2026 meeting minutes. Jeremy Kruth motioned to approve the meeting minutes, second by Tom Christensen. Ayes: All Nays: None REVIEW OF BILLS Ellen Vanderloo called for approval of the bills. Questions were answered. Motion by Allison Richter to approve March 2026 bills, Jeremy Kruth made a second. Ayes: All Nays: None COMMITTEE ASSIGNMENTS Committee assignments were distributed. BLACK HAWK COUNTY DEER TASK FORCE REPORT Logan Cinnamon reviewed the Deer Task Force Progress report as informational for the board. To participate in this program, you must attend safety classes and complete a bow proficiency test. Each hunter could receive up to 4 tags. If hunters fill their three doe tags they are given one buck tag. This year 103 hunters participated and 172 deer were tagged. This program helps lower the number of car accidents due to deer, as well as helps maintain a more sustainable forest ecosystem that is not overgrazed by high population of deer. STAFF UPDATES Sports and SportsPlex —Bob Etringer USSSA baseball and softball leagues started on April 8�h. They will play for eight weeks on Wednesday evenings. 62 teams with 744 kids will use twelve diamonds in Waterloo. (Danes, Tibbitts, Riverfront, and Hellman). The Sportsplex takes the entry fee ($525), makes schedules, provides the umpires, and game balls. Optimist softball and baseball skills assessment will take place tonight and Thursday night. Uniforms will be handed out here at the Sportsplex next Tuesday and Thursday evening. Practices will begin first week of May. Games begin in June and will run through the middle of July. This program consist of 46 teams and 500 kids. Spring Activities consists of spring tee ball with 120 kids at Riverfront Stadium, spring soccer with 120 kids at the SportsPlex, karate with 50 participants at the SportsPlex Other events taking place at the SportsPlex include post proms — there are four scheduled this year that will take place April 11, 17, 18, and May 2"d Pool memberships are on sale now at the SportsPlex — they can be renewed on our website if you had a membership last season. Staff met to discuss swim lessons — Bri will be at our May meeting to discuss how we set the schedule. Byrnes Pool is scheduled to open on June 6tn Construction, Projects —Travis Nichols The crew continues to do the winter garbage route. We are doing park inspections and general maintenance off those inspections. We are looking to fill our seasonal garbage route position. Staff have been working on turning on the water in the parks and opening up all restrooms. Rubber mulch for Cedar Terrace Park should be delivered in the upcoming weeks — once received the crew will install it. The Gates and Byrnes projects are still in the punch list phase. We have CDBG projects at Edison, Furgerson Fields, Sullivan, Elks, and Tibbitts parks in progress. Golf and Downtown Area — JIB Bolger Golf Courses opened March 21st for the 2026 season. The weather has not been very good golf weather so the rounds report reflects that poor weather. Washington Park project is progressing well. Matthias Landscaping is 2/3 to 3/ done with the project. We had all maintenance staff and four management staff at a flood wall panel training last week. South Hills golf course crews are getting moved into their new building. Todd Henrich with Waterloo Building Maintenance installed conduit and made the communication wire connection for the irrigation system controls from our old building to our new building. Crews completed a spring tune up of all the new plant beds at Byrnes Pool. We are meeting with the Waterloo Schools today at 9:30 to continue to refine our plans for staffing and supervision at Gates Park for the 2026 season. Forestry — Logan Cinnamon Forestry crews partnered with Waterloo Fire, Engineering, and Waste Management to remove two trees from the downtown bladder dam. Thanks to WF's Tech Rescue Team our crew members were able to safely complete this work, and days later the trees fell off the dam. Mowing crews are getting out into parks as the grass begins to grow. The City of Waterloo was recognized as a Tree City USA community for the 42nd consecutive year. Phil, our Forestry foreman, and myself attended the award ceremony in Ankeny, IA. Plant Waterloo! distribution day is fast approaching (May 7th). The IDNR Urban Forest Development Grant was awarded at $50,000 to be used to update our cities tree inventory. Arbor Week is April 20th-25th with events on the 24th in Elks Memorial Park and on the 25th at the Cedar Valley Arboretum, The Black Hawk County Deer Task Force board meeting and chili supper summarized this last years hunt and made meaningful changes to this years program. A total of 172 deer were harvested in the program, with 4 at San Souci Island and 22 in the Katoski Greenbelt! Young Arena — Chris Dolan Young Arena was the host site for USA Hockey Select Camp April 3-4. WYHA Spring hockey for travel teams started Tuesday April 7th. The CVFSC will have their spring skating Show Saturday May 2nd, Young Arena Staff will be meeting With B 32 Engineering firm to coordinate the bid process and installation of a new Evaporative Condenser and Chiller for the Young Arena Ice Plant. The roof at Young Arena continues to have leaking issues, repairs are ongoing. The next regular Leisure Services Commission Meeting will be held Tuesday, May 12, 2026 Jeremy Kruth made a motion to adjourn the meeting, second by Tim Moses. Ellen Vanderloo adjourned the meeting at 8:31am. 4 Secretary Jessica Rucker Date COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Leisure Services Department June 1, 2026 AGENDA ITEM TITLE Motion to receive and file Leisure Services Commission Board minutes of April 14, 2026. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Board Minute 4-12-26 MINUTES WATERLOO REGIONAL AIRPORT BOARD Wec liesday, April 13, 2026 I. ROLL CALL Chair, David Deeds, called the meeting to order at 12:00 p.m. Board Members Present: Gwenne Berry, Arlene Humble, Chris Bering, Scott Voigt, Scott Cook, Katy Susong, David Deeds City Officials Present: Steve Simon, Hector Salamanca Arroyo, Council Liaisons; Dave Morrow, City Council; Tim Andera, Planning Airport Staff Present: Steven Kjergaard, Sheila Combs Additional Attendees: Martiu Hoel, AOPA; Brad Musinski, Rob Sims, Mead &Hunt; Rhona DiCamillo, DKMG (Teams); Michael Erhart, Jeff Huffman, Apple Designs (Teams) II. AGF,NDA AS RECEIVED OR AMENDED Moved by Mrs. Humble, seconded by Mr. Voigt, to approve the agenda as received. Ayes: 6. Motion carried. III. PUBLIC COMMENTS None IV. REPORTS A. Airport Director's Written Smmnary Mr. Kjergaard asked for questions and there were none. B. Legislative Updates C. Miscellaneous Airport Reports No discussion. 1 V. BOARD APPROVAL A. Approval of Minutes of February 18, 2026 Meeting Mrs. Berry moved approval of the minutes of the February 18, 2026 meeting, seconded by Mrs. Humble. Ayes: 6. Motion carried. B. Motion to Receive and Pile February 2026 Expenses Mrs. Susong moved that the February 2026 expenses be received and Fled, seconded by Mr. Cook. Ayes: 6. Motion carried. C. Motion to Receive and File March 2026 Expenses Mrs. Susong moved that the March 2026 expenses be received and filed, seconded by Mr. Cook. Ayes: 6. Motion carried. VI. OLD BUSINI✓SS A. Mead and I Iunt Projects Discussion Brad Musinski and Rob Sims, along with Rhona DiCamillo and Michael Erhart, led a discussion of the upcoming planning projects: Structural/Organizational, Signage/Wayfinding and Hangar Development. The Master Plan project will likely be scoped later this year. B. Rates and Charges Discussion Tabled. C. Overview of Marketing Campaign Tabled. D. Goals Discussion Tabled. VII. NEW BUSINESS A. Discussion of Changing Future Meeting Day/Time Mr. Deeds asked about changing to Mondays permanently, since there seem to be a lot of conflicts with the current Wednesday schedule. All Board members were open to the change, keeping the start time at noon. Avoiding Council meeting Mondays on the I" and 3`d weeks, leaves the 2,,d and 4d'. Monthly reports may not be ready in time for packets to go out for the 2"d Monday, so it was decided to move future meetings to the 4°i Monday. However, with Memorial Day falling on the 4°1 Monday, the May meeting will be held May I I °'. VIII. STAFF AND BOARD MEMBER COMMENT None IX. ADJOURNMENT Mrs. Berry moved the meeting be adjourned at 1:30, seconded by Mr. Cook. Ayes: 6. Motion carried. Respectfully submitted, David Deeds, Chairperson 3 COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Airport Department June 1, 2026 AGENDA ITEM TITLE Motion to receive and file Airport Board minutes of April 13, 2026. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Airport Board Minutes of April 13, 2026 CITY OF .< 13 it 7' RLa► CH Y OF WATERLOO, IOWA BOARDS & COMMISSIONS APPLICATION Date:04/16/2025 Sara Varda _ request to be appointed to (state preference): (Name) 1 Civil Service Commission 2 Home Phone: Cell Phone:319-610-6335 Work Phone: Email Addresss.wolf82@outlook.com Home Address4115 George Dr. Zip Code50703 Employer Title Employer Address Zip Code How long have you resided in Waterloo? 44 yrs Email address: List current membership in organizations and offices held: I am available for meetings: QA.M. Z P 10. a Noon Q Evenings I am available to serve on a Board/Commission the entire year: GYes ONo If no, list months not able to serve: Briefly explain your qualifications for appointment to a designated Board/Commission: I have over 20 years of hiring employees and I will be ,getting my AAS degree is Human Resource Managment in May. As an intern with the city I observed the civil service process so I am familiar with it. Additional information and comments that may not be evident from information already on this form: References (include phone numbers)---------- .— Karen Reynolds Karen.Reynolds@hawkeyecollege.edu Sharon Buss Sharon.Buss@hawkeyecollege.edu I understand this application does not bind me to accept an appointment should it be offered, nor does it guarantee an appointment to a Board/Commission. If selected, I will be available to attend appropriate training sessions. This applicaf n will rernain, valid od on file for one calendar year from above date. Signatur or RETURN TO MA'fOR'S OFFICE, 715 MULBERRY ST., WATERLOO, IA Rev 02/20/2020 50703 FAX 291-428E; EMAIL: rnayo> yvatedoo-ia.nrq; PHONE 291-4301 COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Mayor Department June 1, 2026 AGENDA ITEM TITLE Sara Varda, Board/Commission: Civil Service Commission, Expiration Date: June 1, 2032, New appointment. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Boards & Commissions Application_Civil Service Commission_Sara Varda COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Mayor Department June 1, 2026 AGENDA ITEM TITLE Emily Hanson, Board/Commission: Waterloo Convention and Visitors Bureau, Expiration Date: June 1, 2029, New appointment. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Boards & Commissions Application_Waterloo Conventions & Visitors Bureau_Emily Hanson 05.19.2026 CITY OF s e€y T ryL O Date:05/19/2026 Emily Hanson CITY OF WATERLOO, IOWA BOARDS & COMMISSIONS APPLICATION (Name) WaterlooConvention&VistorsBureau request to be appointed to (state preference): 2. Home Phone:515-720-0175 cell Phone:515-720-0175 work Phone:319-433-1153 Email Addressemily.hanson@bhcga.org Home Address383 Sheridan Rd Waterloo EmployerBlack Hawk County Gaming Employer Address 114 E 4th Street Suite 300 How long have you resided in Waterloo? 12 yrs Zip Code50701 Title Executive Director Zip Code507O3 Email address: emily.hanson@bhcga.org List current membership in organizations and offices held: Waterloo Public Library Board of Trustees, Waterloo Development Corporation (Ex-officio) CFNEIA Scholarship Committee, UNI Nonprofit Leadership Alliance Advisory Board Member I am available for meetings: RIA.M. Z P.M. Noon Evenings I am available to serve on a Board/Commission the entire year: QYes ONo If no, list months not able to serve: Briefly explain your qualifications for appointment to a designated Board/Commission: Through BHCGA, we partner with a lot of placemaking and capital improvement projects. I also have a tourism certificate from UNI and occasionally teach undergraduate tourism courses. Additional information and comments that may not be evident from information already on this form: While I am the Director of BHCGA, I do not vote on funding and will maintain professional boundaries if a project is presented. References (include phone numbers): Hector Salamanca Arroyo - 515-447-1186 Tavis Hall - 319-230-2767 Melanie Knipp - 319-610-2136 I understand this application does not bind me to accept an appointment should it be offered, nor does it guarantee an appointment to a Board/Commission. If selected, I will be available to attend appropriate training sessions. This application will remain valid and on file for one calendar year from above date. Signature or RETURN 19 MAYOR'S OFFICE, 715 MULBERRY ST., WATERLOO, IA Rev 02/20/2020 50703 FAX 291-4286; EMAIL: ma or waterloo-ia.or ; PHONE 291-4301 COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Dave Boesen, Mayor Mayor Department June 1, 2026 AGENDA ITEM TITLE Resolution approving an Employment Agreement with Rob Duncan for the position of Police Chief, and authorizing the Mayor to execute said document. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Employment Agreement - Duncan GMPLOYMGNT AGREEMI10NT This EMPLOYMENT AGREEMENT made and entered into this ls` day of July, 2026 by and between the CITY OF WATERLOO, Iowa (thereinafter called "Employer"), and Robert Duncan (hereinafter called "Employee"), both who understand as follows: WHEREAS, Employer desires and needs the sewices of Employee to serve in the capacity of Chief of Police; and WHEREAS, Employer desires to retain the services of Employee as Chief of Police; and WHEREAS, it is the desire of the City Council of the City of Waterloo, Iowa (hereinafter called "Council"), to provide certain benefits, establish certain conditions of employment, and set working conditions of said Employee; and WHEREAS, it is the desire of Employer (1) to retain the services of Employee and to provide inducement for him to continue to remain in such employment; (2) to establish the job duties and responsibilities of said Employee; and (3) to provide means for terminating Employee's services when Employer may desire to terminate his employ; and WHEREAS, Employee desires to be employed as Chief of Police. NOW, THEREFORE, THE PARTIES AGREE AS FOLLOWS: A. Term of Agreement l . Employee understands that he serves as Chief of Police at the pleasure of the Mayor. Nothing in this Agreement shall prevent, limit or otherwise interfere with the right of the Mayor to determine that the Employee shall no longer serve as Chief of Police, subject only to the provisions set forth in this Agreement. 2. The term of this Agreement shall be for an initial period of one (1) year, from July 1st, 2026 to July ls`,2027 3. This Agreement shall automatically renew on its anniversary date after the one (1) year term has been reached and will be set on ayear-to-year basis from that point forward. A sixty (60) day notice before the expiration date of the Agreement shall be given to terminate the Agreement. 4. In the event the Agreement is not renewed, all compensation, benefits, and requirements of the Agreement shall remain in effect until the expiration of the term of the Agreement unless Employee voluntarily resigns or is terminated for cause. EMPLOYMENT /-�GR�FMENT: Chief of Police 1 �7 5. Nothing shall prevent, limit or otherwise interfere with the right of the Employee to resign at any time from his position with the Employer, subject only to the provisions set forth in this Agreement. B. Compensation I. Base Salary: Employer agrees to pay Employee an annual base salar;v of $183,903 payable in installments at the same time that the other management employees of the Employer are paid. Employer also agrees to pay the Employee an annual base salary that is at least 1.2 times greater than the highest Captains salary for the term of future renewed agreements. 2, This agreement shalt be automatically amended to reflect any increases in salary adjustments provided or required by the Employer's compensation policies. 3. The Employer agrees to increase the compensation by value set forth with other non -bargaining employees. 4. Employer agrees to pay longevity consistent with WPPA and AFSCME bargaining contracts. 5. Employer shall not, at any time during this Agreement, reduce the salary or other benefits of Employee, except to the degree that such reduction occurs across-the-board for all Employees of Employer. C. Resignation 1. Ln the event Employee voluntarily resigns his position with Employer during his employment, Employee shall give Employer sixty (60) days' written notice in advance unless the parties otherwise agree. 2. In the event Employee voluntarily resigns his position with Employer during employment and provides wt•itten notice, Employee shall receive payment for unused vacation, sick and casual time and other benefits usually paid other Employees at separation pursuant to Employer's policies and procedures, unless otherwise specified in this Agreement. 3. If Employee does not provide prroper written notice and voluntarily resigns from this position with Employer during employment, Employee shall not be entitled to receive any severance benefits, except he shall receive payment of unused vacation, sick and casual time. D. Termination F_MF'LOYMENT AGREEMENT: Chief of Police 2�7 Employer may terminate this agreement at any time for cause. If Employee is terminated for cause, he shall receive no severance pay, except he shall receive payment for unused vacation, sick and casual time and other benefits usually paid other Employees at termination pursuant to the Employer's policies and procedures. a. For purposes of this Agreement, the Term "for cause" shall mean serious misconduct, including but not limited to conduct, whether personal or professional, that may bring public embarrassment or disgrace to the Employer, conviction of a major violation of law or regulations; documented unsatisfactory performance consistent with regulations set forth in the employee handbook. E. Severance 1. In the event Employer wishes to terminate employment without cause, it may do so by giving the Employee thirty (30) days' notice in writing. In such event, the Employee, if requested by the Employer, shall continue to render his services and shall be paid his regular compensation to the date of termination per the written notice. 2. Upon termination without cause the Employee shall be entitled to ninety (90) days of severance pay from the termination date and payment of unused vacation, sick and casual time and other benefits usually paid other Employees at termination pursuant to Employer's policies and procedures. a. All health insurance benefits the Employee is participating in at the time of separation shall also continue for ninety (90) days. 3. With respect to any severance payments made to the Employee as outlined in paragraph E 1 above, the Employer agrees to pay the Employee every two weeks equal to (90) daysaggregate salary minus any and all applicable taxes, plus continue paid health insurance payments for the same duration. F, Health &Dental, Disability, Pension and Life Insurance Benefits 1. Employer will provide for leaves of absence and other benefits, including health and dental insurance, life insurance, pension plan, and disability coverage, that are consistent with the Employer's policies and procedures for Executive Directors and Sworn Police Officers. G. Work Hours This Agreement signifies that it is recognized that the Employee must devote a great deal of his time outside of normal office hours on business on behalf ofthe Employer. The Agreement authorizes the Employee to establish an appropriate work schedule. EMPLOYMENT AGREEMENT: Chief of Police 317 H. Sick, Casual, Vacation, and Holidays 1. Sick Time: Sick time will be accrued during the Fiscal Year (7/1 to 6,30), Employee will earn eight (8) hours per month sick leave for a total of ninety-six (96) hours per year. 2. Casual Time: Employee will receive thirty two (32) hours of casual time on July 1, 2026, Each year thereafter on July I` employee will receive thirty two (32) hours of casual time to begin the next fiscal year. 3. Vacation Time: The Employee will receive two hundred and seventy two (272) bows of vacation time on January 1, 2026. On January 1 of each year, Employee will receive two hundred and seventy two (272) hours of vacation. Any unused hours from the previous year up to ninety six (96) hours will be carried over to begin the next year. 4. Holidays: Employee is considered to be ou-call twenty-four (24) hours a day; however, unless his services are needed, the Employee shall not be required to work on those days which have been designated as holidays by the Waterloo City Council, I. Retirement 1, The MFPRSI pension plan will be available for the Employee to participate. The Employer will contribute the state mandated employer match into the plan. J. General Business Expenses Professional Dues and Subscriptions: Employer agrees to budget for and to pay for professional dues and subscriptions of the Employee necessary for continuation and full participation in national, regional, state, and local associations, and organization necessary and desirable for the Employee's continued professional participation, growth, and advancement, and for the good of the Employer. a. The Employer also acknowledges the value of having Employee participate and be directly involved in local civic clubs a• organizations. Accordingly, Employer shall pay for the reasonable membership fees and/or dues to enable the Employee to become an active member in said clubs or organizations. 2. Travel Expense: Employer agrees to pay for eligible and properly approved travel expenses of Bmployee according to the City of Waterloo Travel Policy. Receipts for all expenses, approved travel request forms, meeting agendas and employee expense reports and any other documents required by policy shall be attached to payment vouchers submitted to the Finance Department, following the City's bill payment policy. Such documents shall be submitted as soon as possible after expenses are incurred. LMPL_OYMF_N1 F�GRFEMENT: Chief of Police 4�7 a. The City agrees to reimburse the Employee for approved expenses as soon as possible after proper documentation is provided. Reimbursement will be made in accordance with the City's bill payment schedule. 3. Employer shall furnish the Employee all equipment, material, manpower and hanspa•tation necessary to the efficient performance of the official duties as Chief of Police as determined by the City Council, a. Automobile Access and Permitted Use: As Chief of Police, Employee will have 2417 usage of an assigned City vehicle. In order to operate that vehicle, Employee must have a valid driver's license and maintain a good driving record based on City driving standards. K. Miscellaneous L Employee shall perform those duties as outlined in thejob description and ordinances of the City of Waterloo, which establishes the Chief of Police position. 2. Employee shall devote his full time and talents to the best of his ability to the best interest of the City of Waterloo, in the discharge of his duties. 3. The employment provided for by this Agreement shall be the Employee's sole employment. Recognizing that certain outside consulting or teaching opportunities provide indirect benefits to the Employer and the community, the Employee may elect to accept limited teaching, consulting, or other business opportunities with the understanding that such arrangements shall not constitute interference with nor a conflict of interest with his or her responsibilities under this Agreement. 4. Employer agrees that it shall defend, hold harmless, and indemnify the Employee against any tort, professional liability from all demands, claims, suits, actions, errors, whether groundless or otherwise, arising out of an alleged act or omission occurring in the performance of Employee's duties in legal proceedings brought against him in his individual capacity or in his official capacity, provided the incident arose while he was acting within the scope of his employment. 5. If in the good faith opinion of the Employer and Employee, conflict exists as regards to the defense of any such claim between the legal position of the Employer and the Employee, the Employee may engage counsel, in which event; the Employer shall indemnify the Employee for the cost of legal counsel. 6. The Employer agrees to pay all reasonable litigation expenses of Employee throughout the pendency of any litigation to which the employee is a party, wihtess or advisor to the 1_MPLOYMPNl AGRf-P.MENT: Chief of Police 517 Employer. Such expense payments shall continue beyond Employee's service to the Employer as long as litigation is pending. 7. Employer agrees to pay Employee reasonable consulting fees (If the Employee is no longer working for the Employer) and travel expenses when Employee serves as a witness, advisor or consultant to Employer regarding pending litigation. 8. Employer shall bear the full cost of any fidelity or other bonds required of the Employee under any law or ordinance. 9. General Provisions a. Integration. This Agreement sets forth and establishes the entire understanding between the Employer and the Employee relating to the employment of the Employee by the Employer. Any prior discussions or representations by or between the parties are merged into and rendered null and void by this Agreement. The parties by mutual written agreement may amend any provision of the agreement during the life of the agreement. Such amendments shall be incorporated and made a part of this agreement. b. Binding Effect. This Agreement shall be binding on the Employer and the Employee as well as their heirs, assigns, executors, personal representatives and successors in interest. c. Effective Date: This Agreement shall become effective commencing on July la', zv4uf d. Severability. The invalidity or partial invalidity of any portion of the Agreement will not affect the validity of any other provision. In the event that any provision of this Agreement is held to be invalid, the remaining provisions shall be deemed to be in full force and effect as if they have been executed by both parties subsequent to the expungement orjudicial modifications of the invalid provision. EMPLOYMENT AGFtL=EMEN�I": Chid of Police 6�7 ATTEST; By: City Clerk IN WITNESS WHIMMOP, the City or Waterloo has caused this Agreement to be signed aad executed as duly authorized by City Council Resolution, and duly attested by the City Clerk, CITY OT WATERLOO EMPLOYEE ¢y: Date: By: David Boesen, Mayor Robert Duncan EMPI_QYNIENr nGFdEEMENT: Chief of Police 7�7 COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Bridgett Wood, Finance Director Finance Department June 1, 2026 AGENDA ITEM TITLE Resolution approving a Cost Optimization Engagement Agreement with Merchant Cost Consulting LLC, for analyzing merchant services accounts and provide comprehensive cost optimization, advisory, audit, negotiation, and vendor management services across our merchant services, and authorizing the Mayor to execute said document. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION Merchant Cost Consulting will negotiate the City’s credit card processing fees to determine if cost savings can be achieved. The City will retain final approval regarding whether any proposed savings are beneficial and worthwhile to implement. If no savings are identified, the City incurs no cost, making this a risk-free service. If the City elects to move forward with the proposed savings and implementation occurs, Merchant Cost Consulting will audit and monitor the accounts monthly throughout a 36-month engagement period to ensure the processor does not introduce additional fees or increase costs over time. In exchange for these services, Merchant Cost Consulting will receive 40% of the monthly savings achieved, with the City retaining the remaining 60% of realized savings. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. City of Waterloo Engagement Letter Merchant Cost Consulting LLC - Cost Optimization Engagement Agreement 1. PURPOSE Client engages MCC to analyze, negotiate, validate, and optimize operating expenses, vendor contracts, and cost structures. MCC agrees to provide such services subject to the terms herein. This Agreement is between MCC and _______________________ (business entity). 2. SERVICES PROVIDED MCC shall provide comprehensive cost optimization, advisory, audit, negotiation, and vendor management services across Client’s merchant services (credit/debit processing, gateway fees, chargebacks, PCI, assessments) Services may include but are not limited to: Vendor contract review and restructuring, Rate renegotiation and benchmarking. RFP management and vendor sourcing, Billing audits and discrepancy identification, Refund and credit recovery, Avoided cost analysis, Ongoing monitoring and compliance validation, Implementation oversight of negotiated savings. 3. TERM The initial term of this Agreement shall commence on the date Client first implements pricing changes, contractual improvements, or cost savings resulting from MCC’s work and shall continue for Thirty-Six (36) months. Upon expiration, this Agreement shall automatically renew for successive twelve (12) month periods unless either Party provides written notice of non-renewal at least sixty (60) days prior to expiration. 4. CONTINUITY FOLLOWING VENDOR OR PROCESSOR CHANGES If Client changes vendors, processors, carriers, suppliers, or service providers during the term and such change results in cost reductions attributable to MCC’s work, this Agreement shall remain in effect and MCC shall remain entitled to compensation. This Agreement applies to Client and any parent entities, subsidiaries, affiliates, successors, or related operating entities that benefit from MCC’s services. 5. DEFINITION OF SAVINGS Savings means the difference between Client’s actual costs prior to MCC engagement and costs after implementation of MCC’s recommendations, including rate reductions, fee reductions, contract renegotiations, refunds, avoided increases, and pricing structure improvements. Client’s pre-engagement rates, fees, and costs shall serve as the agreed baseline for savings calculations unless otherwise documented in writing. 6. COMPENSATION Client agrees to compensate Forty (40%) of realized savings. Compensation shall be due monthly based on realized savings and payable within thirty (30) days of invoice. 7. AUDIT & VERIFICATION RIGHTS Clients shall provide MCC reasonable access to vendor invoices, contracts, statements, billing records, and usage data necessary to verify savings and calculate compensation. MCC shall remain entitled to compensation for savings realized from any successor vendor where such savings derive from MCC’s work. 8. PROPRIETARY WORK PRODUCT All MCC analyses, recommendations, negotiations, and savings strategies constitute proprietary work products and may not be implemented without compensation. Client Signature______________________ Print Name_________________________ Date Signed_________________________ COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Bridgett Wood, Finance Director Finance Department June 1, 2026 AGENDA ITEM TITLE Resolution approving an Educational Services Contract with Grout Museum, Inc., in the amount of $625,000.00, to provide educational services and enhance the quality of life for the residents of Waterloo, Iowa, from July 1, 2026 - June 30, 2027, and authorizing the Mayor to execute said document. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Contract with City of Waterloo for July 1, 2026 - June 30, 2027 Grout Museum, Inc. 503 South Street Waterloo, IA 50701 Contract This contract is made effective as of July 01, 2026, by and between Grout Museum of History and Science of 503 South Street, Waterloo, Iowa 50701 and City of Waterloo of 715 Mulberry Street, Waterloo, Iowa 50703, Description of Services: Beginning on the Effective Date of July 1, 2026, the Grout Museum of History and Science. will provide the following services. For the public Grout Museum of History and Science. will provide better understanding of our world by collecting, preserving, and interpreting history and illustrating scientific principles. The Grout Museum collects, preserves, and interprets cultural and natural history of the region alongwith admissions, tours, popular daily planetarium shows, library containing genealogy, theater programs, and education programs including Museum School, Science Outreach, and summer camps. The Sullivan Brothers Iowa Veterans Museum honors all Iowans who served the nation from the Civil War to the present. The Rensselaer Russel House Museum and the Snowden House preserve and interpret elements of the Victorian age. New to the museum is closure of the Bluedorn Science Imaginarium and moving the Science Imaginarium to part of the main Grout Museum building at 503 South Street. A number of new science exhibits are being purchased for a new science experience for children. Established in 1932, the Grout Museum is widely acknowledged as one of the cornerstones of culture in Northeast Iowa. It is also accredited bythe American Association of Museums. Payment: Payment shall be made to Grout Museum of History and Science, 503 South Street, Waterloo, Iowa 50701. The monthly payment is $52,083 a month starting July 1, 20269 and ending on June 30, 20272 with the final payment in June 2027 being $52,087 to equal the amount of $625,000. The total amount of the contract for fiscal year 2027 is $62550000 TeYm: This contract will terminate on June 30, 2027. Accounting of Funds: In order to provide abetter understanding of ourworld by use of the amount of $625,000 this will be budgeted for the support of operations of the Grout Museum as it has been in the past when levy funding first started in September 2018, Separate levy budget has been tracked and shared on the Grout Museum's website since 2018 and wilt continue with the contracted funding being shared with monthly and quarterly reporting to the City of Waterloo and posting on the Grout Museum website for the public. These funds help support ongoing exhibits, oral history and outreach travels, office supplies, building maintenance, equipment repairs and computer maintenance, service contracts, utilities, building and liability insurance, support of staff not covered by other funding sources for educational purposes, and janitorial supplies. Attendance reports are the tracking of the City of Waterloo and outside of Waterloo by zip codes. Attendance is tracking for admissions, museum schools, in-house programs, adult and children tours, meetings, rentals, planetarium shows, and outreach programs. Monthly and quarterly reports on financial expenditures supported bythe funds received will be reported to the City of Waterloo monthly with a final report due for June 30, 2027 for this contract. Public Purpose: The City of Waterloo finds that Grout Museum of History and Science provide the aforementioned services to the public, which benefits the City of Waterloo by educating and enhancing the quality of life of its citizens. Entire Agreement: This Contract contains the entire agreement of the parties regarding the subject matter of this Contract. There are no other promises or conditions in any other agreement whether oral or written. Amendment: This Contract maybe modified or amended if the amendment is made in writing and signed by both parties. Signatures: This Contract shall be signed by Edward 1. Gallagher III, President of Grout Museum, Inc., and the representative for the City of Waterloo with effective date of July 1, 2026. Grout Museum of History and Science Name Date President of Grout Museum, Inc. Title City of Waterloo Mayor Dave Boesen Mayor of City of Waterloo Title Date COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Bridgett Wood, Finance Director Finance Department June 1, 2026 AGENDA ITEM TITLE Resolution approving award of Parking Operations and Management Services RFP to PCI Municipal Services LLC, and approving an agreement for parking operations management with said company with a start date of July 1, 2026, with a five year term and renewal options as listed in said agreement, and authorizing Mayor and City Clerk to execute said document. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Parking Agreement with PCI Municipal Services - July 1, 2026 Start CITY OF WATERLOO, IOWA PARKING OPERATIONS AND MANAGEMENT AGREEMENT This Parking Operations and Management Agreement (“Agreement”) is entered into this ___ day of __________, 20___, by and between the City of Waterloo, Iowa, a municipal corporation (“City”), and PCI Municipal Services, LLC (“Operator”). 1. PURPOSE. The City owns and operates a public parking system that includes on- street parking, municipal parking garages, and related equipment and infrastructure. The City desires to retain a qualified professional parking operator to manage and operate these facilities, and Operator has been selected through a competitive Request for Proposals process. 2. TERM. The initial contract term shall begin July 1, 2026 and continue for five (5) years, ending June 30, 2031. Upon expiration of the initial term, the City may, at its sole discretion, and subject to satisfactory performance and mutual written agreement, renew the Agreement for either: (a) up to two (2) additional one-year (1 year) renewal terms; or (b) one (1) additional five-year (5-year) term. If the City elects to renew for the additional five-year (5-year) term, the Agreement may thereafter be renewed for up to two (2) additional one-year (1-year) terms, subject to the City’s sole discretion, and satisfactory performance and mutual written agreement. The City reserves the right to modify the scope of services if parking facilities are added, removed, or transitioned to other ownership or operational models during the term. 3. SCOPE OF SERVICES. Operator shall provide comprehensive parking operations and management services, including but not limited to: A. Staffing and Operations: Hire, train, supervise, and manage all personnel required for parking operations. Provide enforcement personnel for on street and garage compliance. Provide customer service and dispute resolution. Provide quarterly management visits and operational reviews. B. Enforcement and Citation Management: Issue parking citations in accordance with City Ordinances. Process and collect citation payments. Coordinate with City staff and courts regarding unpaid citations. Maintain citation records, images, payment verification records, and enforcement data. Maintain customer complaint logs. C. Garage Management: Operate and maintain all garages included in the system. Provide cleaning, minor maintenance, and safety monitoring. Provide optional security or 24/7 staffing for Commercial Street Garage if directed by the City. Conduct facility inspections. Provide sweeping and pressure washing services. Maintain maintenance logs and inspection records. Coordinate repairs requiring City approval. D. Revenue Collection and Financial Controls: Collect all parking revenues on behalf of the City. Deposit funds into City-designated accounts. Provide monthly and annual financial reports. Maintain internal controls acceptable to the City Finance Department. Maintain detailed financial records E. Technology and Equipment: Maintain parking equipment and software systems. Provide recommendations for upgrades or replacements. Maintain data security and PCI compliance. Maintain system integrations necessary for enforcement, payment verification, reporting, and customer service. 4. REPORTING REQUIREMENTS. Operator shall submit all required monthly reports to the City Finance Department no later than the 10th calendar day of each month for the preceding month. Required reports shall include, at minimum: Monthly operational report Monthly revenue report by facility with summary of all parking operations revenue Monthly expense report with supporting invoices and documentation Bank reconciliation Monthly Citation Reports – Written and Paid Monthly permit revenue summaries Monthly Complaint logs and outcomes Monthly Credit Card Fee reports Monthly Reporting from App usage/fees Monthly Reporting from Kiosk usages – collection numbers, credit card fees, etc. Dashboard summaries (if applicable) Executive summary of operations Operator shall submit safety and maintenance concerns to the appropriate City Department as they arise. Concerns can include but are not limited to broken fixtures, concrete cracking, potholes, etc. The Operator shall make the City aware of anything that could cause injury or damage to vehicles. Annual reports shall be submitted no later than July 31 of each year and shall include: Annual revenue and expense report Maintenance and capital recommendations Staffing plan Technology recommendations. Enforcement statistics and collection rates Operational improvement recommendations Failure to provide required reports by the 10th of the month may result in withholding of management fee payments until all required documentation is received and approved by the City Finance Department. 5. COMPENSATION. Assuming no default(s) by Operator, the City shall pay Operator a management fee of $3,000.00 per month, payable only after receipt and approval of all required monthly reports by the City Finance Department. Management fee to increase by 3.5% per year through term of the contract. Operator shall provide a detailed operating budget annually to the City Finance Department by November 15th for the fiscal year starting July 1st of the following year. Approved operating expenses shall be reimbursed by the City in accordance with City policy and only after submission of proper supporting documentation. Optional services, including security staffing or additional garages, shall be compensated according to the fee schedule attached as Exhibit A, if implemented. 6. ADJUSTMENT FOR SCOPE CHANGES. If parking facilities are removed from or added to the system, the management fee shall be adjusted as mutually agreed based on the scope of services. 7. PERSONNEL. All personnel employed by Operator shall be employees of Operator. Operator shall be responsible for all payroll taxes, benefits, and insurance. The City may request removal of any Operator employee assigned to the system for reasonable cause. 8. INSURANCE. The Operator shall procure and maintain, at its sole expense, the following insurance coverage throughout the term of the Agreement: Commercial General Liability: $1,000,000 per occurrence; $2,000,000 annual aggregate. Coverage shall include bodily injury, property damage, personal injury, contractual liability, and products/completed operations. Workers’ Compensation and Employers’ Liability: As required by the laws of the State of Iowa; Employers’ Liability: Not less than $500,000 per accident. Professional Liability / Errors & Omissions: (Required if Operator performs enforcement, citation processing, or related professional services); Limits not less than $1,000,000 per claim. Additional Insurance Requirements: 1) The City of Waterloo, Iowa, including its elected officials, officers, employees, and agents, shall be named as Additional Insured on the Commercial General Liability and Automobile Liability policies. 2) Insurance coverage shall be primary and non-contributory with respect to any insurance maintained by the City. 3) Operator shall provide a Certificate of Insurance evidencing required coverage: (a) prior to or promptly after execution of this Agreement and then annually thereafter; (b) upon the renewal of any policy or coverage; and (c) within a reasonable amount of time upon request by the City. 4) Policies shall provide for thirty (30) days written notice to the City prior to cancellation, non-renewal, or material change in coverage. 5) All insurers shall be licensed to do business in the State of Iowa and carry a minimum A.M. Best rating of A- or better. 6) Failure to maintain required insurance shall constitute a material breach of the Agreement. 9. INDEMNIFICATION. Operator shall indemnify, defend, and hold harmless the City, its officers, employees, and agents from any claim, demand, suit, action or other proceeding of any type or nature whatsoever by any person or entity whatsoever that arises or purportedly arises out of Operator’s performance of this Agreement, except those caused by the willful misconduct of the City. 10. COMPLIANCE WITH LAWS. Operator shall comply with all federal, state, and local laws, including City ordinances and policies. 11. DEFAULT BY OPERATOR. The failure of Operator to perform or observe any term, condition, covenant, duty, or obligation under this Agreement shall constitute an event of default, including but not limited to, the failure to timely deposit citation revenues or other funds into City- designated accounts, the failure to timely and properly complete and provide reports to City, the failure to carry and maintain insurance as required under this Agreement, the violation of any applicable federal, state, or local law or regulation, insolvency or bankruptcy, and/or fraud or misconduct in the performance of the Agreement. 12. TERMINATION. The City may terminate this Agreement upon thirty (30) days written notice following the occurrence of an event of default by Operator, and City may terminate this Agreement upon ninety (90) days written notice without cause and/or for convenience. In the event of termination, Operator shall receive compensation that it is entitled to under the terms of this Agreement up to the date of termination, and City shall have no further duty, obligation, or liability to Contractor, including but not limited to, any liability for general damages, consequential damages, or lost profits. Upon termination, Operator shall cooperate fully in transitioning operations, data, equipment access, and financial records back to the City or another operator without interruption of service. 13. ENFORCEMENT; ATTORNEY’S FEES. If the City prevails in any legal action or other proceeding commenced to enforce the terms of this Agreement or to recover damages suffered as a result of a default or breach committed by Operator, then Operator shall be liable to City for the attorney’s fees and related legal costs or expenses incurred by the City. 14. DATA OWNERSHIP. All parking system data, financial records, and customer information shall remain the property of the City. 15. AUDIT RIGHTS. Upon request by the City, the City shall have the right to request and review or audit Operator’s records and data related to parking operations or this Agreement at any reasonable time. Operator shall provide City with the requested records and data within five (5) business days of the request being made. Operator shall retain all financial and operational records and data for a minimum of five (5) years. 16. Invalidity or Illegality. In the event that it is reasonably determined by legal counsel of the City, or determined by a court of competent jurisdiction, that any provision of this Agreement is unlawful, or that the process implemented to procure this Agreement were unlawful, then this Agreement shall be deemed to be void as of the date that such determination is made. In such event, the Operator shall be entitled to receive compensation that it is entitled to under the terms of this Agreement up to the date that the Agreement is rendered void, and City shall have no further duty, obligation, or liability to Contractor, including but not limited to, any liability for general damages, consequential damages, or lost profits. 17. INDEPENDENT CONTRACTOR. Operator and its agents, employees, and assigns are independent contractors and are not employees of the City. 18. GOVERNING LAW. This Agreement shall be governed by the laws of the State of Iowa. 19. ENTIRE AGREEMENT This Agreement constitutes the entire agreement between the parties and may be modified only in writing signed by both parties. IN WITNESS WHEREOF, the parties have executed this Agreement as of the date first written above. CITY OF WATERLOO, IOWA By: _________________________________________________ David Boesen, Mayor Attest: ______________________________________________ Kelley Felchle, City Clerk [OPERATOR NAME] By: _________________________________________________ Name: _____________________________________________ Title: Exhibit A Optional Services: 24/7 staffing or security presence – Commercial Street Garage $9,125 per month / $109,500 per year Continued Full Operational Management of E 5th Street Garage After City Hall Moves Buildings - $250 per month/$3,000 per year (in current contract in the $3,000/month pricing) Park Path Parking Finder App - $7,200 annually Recommended Upgrades in RFP: Technology upgrade recommendations (LPR, digital permits, modernization) o The investment to transition the Waterloo parking garages from “gated” to “frictionless” would cost approximately $8,750 per lane. The frictionless system would be the same one successfully implemented in seven Cedar Rapids parking garages. For system functionality please see the Technology Section of our proposal. o Estimated Cost for Commercial Street Garage – Frictionless 4 Lanes FLPR x $8,750 = $35,000 3 Parking Kiosks x $10,000 = $30,000 (optional if City is ok with going mobile payment only) o VERGE BI would be reporting and management platform for the Frictionless System Price Reduction Options from RFP: Removal of a garage for parking management oversight would reduce the management fee by $3,000 annually per garage COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Noel Anderson, Community Planning and Development Director Planning & Zoning Department June 1, 2026 AGENDA ITEM TITLE Resolution approving a Second Amendment and Collateral Assignment of the Development Agreement with BKKS Holdings, LLC and Farmers State Bank, and authorizing the Mayor to execute said document. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The borrower would irrevocably and collaterally assign, pledge and transfer to the bank and grant to the bank a security interest. Under the agreement as well, the City consents to this assignment and acknowledges and agrees that the bank shall possess the collateral assignment, security interest and pledge of the borrower. Farmers State Bank is financing parts of this project through a mortgage and this agreement brings them in as a third party participant in case of a default by the borrower. A revisionary clause has been added to this amendment to allow BKKS Holdings to purchase the Phase II land from the City, if needed, if Phase II does not happen on the updated timeline. The timeline has been updated to allow 18 months between Phases rather than 4 months, to allow the developer to get the Phase I units leased. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. 2nd Amendment to Development Agreement 2. First Amendment to DA and MAA - BKKS Holdings LLC 3. BKKS DA Prepared by and return to: Lynn Wickham Iiartman, Simmons Perrine PLC, 115 Third St SE, Suite 1200, Cedar Rapids, 1A 52401-2366; telephone: 319/366-7641 Document or Instrument number: 2025-13843 and 2026-01741 SECOND AMENDMENT TO AND COLLATERAL ASSIGNMENT OF DEVELOPMENT AGREEMENT THIS SECOND AMENDMENT TO AND COLLATERAL ASSIGNMENT OF THE DEVELOPMENT AGREEMENT (collectively, the "Second Amendment and Assignment"), is made effective as of the _Z6 day of P1 w , 2026 ("Effective Date") by and among BKKS Holdings, LLC (the "Company"), th City of Iowa (the "City") and Farmers State Bank (the "Bank"). WITNESSETH: WHEREAS, the City and the Company are parties to that certain Development Agreement entered into as of July 7, 2025 and filed of record on September 22, 2025 with the Black Hawk County Recorder's office as Document No. 2025-13843, as amended by a First Amendment dated February 2, 2026 and filed of record on February 10,_2026 as Document No. 2026-01741 (collectively, the "Development Agreement"), pursuant to which the City has agreed to rebate property tax with respect to the Phase 1 Improvements and Phase 2 Improvements ("Tax Rebates"). WHEREAS, the Company owns the Property subject to the Development Agreement. WHEREAS, the City and the Company desire to amend the Development Agreement to allow the Company to obtain credit from the Bank for financing the construction and erection of structures and improvements on the Property for Phase l of the Project. WHEREAS, the Bank has required, as an express condition to making a loan for the Phase 1 Improvements, that the Company assign its rights under the Development Agreement, which includes without limitation the Tax Rebates, to the Bank to secure the obligations of the Company under the loan. NOW THEREFORE, for good and valuable consideration, the parties agree as follows: 1. Capitalized Terms. Any terns not defined herein shall have the meanings given such terms in the Development Agreement. 2. Amendment. Notwithstanding the language to the contrary in the Development Agreement, the City acknowledges and consents to the following: (a) the Bank will have a first and valid mortgage on the Property, which includes without limitation the Improvements; and (b) the Company will not be required to proceed with Phase 11 of the Project if it is not able to secure adequate financing for the Phase Il Improvements. 3. Assignment. The Company hereby assigns to Bank all of its right, title and interest in and to the Development Agreement, together with all documents and agreements attached as exhibits thereto, and all amendments, addenda and modifications thereof, whether made now or hereafter, including any and all Tax Rebates, to secure the obligations of the Company under its loan obligations with the Bank. 4. Events Triggering Termination and/ or Reverter. The Development Agreement is hereby amended to delete Section 4(B) and replace it with the following new Section 4(B): B. Events Triggering Termination and/ or Reverter. If Company does not timely Begin Construction or Substantially Complete construction of the Phase 1 or Phase 2 Improvements on the schedule stated above, subject to Unavoidable Delays, then such shall constitute a default hereunder, and the City may terminate this Agreement as set forth in Section 18 and City shall then have no further obligation to Company under this Agreement. In connection with the termination of this Agreement by the City, and in addition to any other remedies available to the City under this Agreement, the parties agree that the City is entitled to have title to the undeveloped portions of the Property conveyed to it, and Company agrees that it shall, at its own expense, promptly execute all documents, including but not limited to, a special warranty deed, or take such other actions as the City may reasonably request to effectuate said conveyance and to deliver to City title to the undeveloped portions of the Property, free and clear of any lien, claim, charge, security interest, mortgage or encumbrance, or past due or currently due property taxes collectively, "Liens") arising by or through Company. Concurrently with delivery of the deed, Company shall also deliver to City the abstract of title. Company shall pay in full, so as to discharge or satisfy, all Liens on or against the undeveloped portions of the Properly. Appointment of Attorney in Fact: If Company fails to deliver such documents, including but not limited to a special warranty deed, to City within thirty (30) days after written demand by City, then City shall be authorized to execute, on Company's behalf and as its attorney -in -fact, the special warranty deed or other documents required by this Section, and for such limited purpose Company does hereby irrevocably constitute and appoint City as its attorney -in -fact. Notwithstanding the above, in the event that Company does not Begin Construction or Substantially Complete construction of the Phase 11 Improvements, Company may retain title to the undeveloped portions of the Property by making payment to the City for the fair market value of the undeveloped portions of the Property, as determined by appraisal performed by a mutually agreeable appraiser. In the event that payment by Company to City for the fair market value of the undeveloped portions of the Property is not made within ninety (90) days of the date of a notice delivered to Company pursuant to Section 18, then the terms immediately above shall be applicable as to the undeveloped portions of the Property. 5. Deadlines to Begin and Substantially Complete. The Development Agreement is hereby amended to delete Section 4(A) and replace it with the following new Section 4(A); A. Deadlines to Begin and Substantially Complete. All deadlines are subject to Unavoidable Delays ( defined below) and other applicable provisions of this Agreement governing modifications or extensions. Company must obtain necessary permits and Begin Construction of the Phase 1 Improvements within the later of ten (10) months of the date of this Agreement or closing on the Property (the "Phase 1 Start Date") and must Substantially Complete the Phase 1 Improvements within twenty (20) months thereafter (the "Phase 1 Completion Deadline"). With respect to the Phase 2 Improvements, Company must obtain necessary permits and Begin Construction of the Phase 2 Improvements within eighteen (1.8) months of Substantial Completion of the Phase 1 Improvements and must Substantially Complete the Phase 2 Improvements within fourteen (14) months thereafter. For purposes of this Agreement, " Begin Construction" shall mean the mobilization and entry by the Company' s general contractor on the Property to start construction of the Project pursuant to the construction contract executed between the Company and the general contractor, and " Substantially Complete" shall mean the date on which the phase Improvements have been completed to the extent necessary for the City to issue a certificate of occupancy relating thereto and the City has verified that any Project element for which no permit was necessary has been completed to City' s reasonable satisfaction. The City's Community Planning and Development Director may, but shall not be required to, consent to an extension of time of up to six 6)_months for the construction of the Improvements. Any additional or longer time extensions will require consent of the City Council. 6. Representations and Warranties of the Company. The Company hereby represents and warrants that there have been no prior assignments of its rights under the Development Agreement, that the Development Agreement is a valid and enforceable agreement, that neither the City nor the Company is in default thereunder and that all covenants, conditions and agreements have been performed as required therein, except those not to be performed until after the date hereof. The Company agrees not to sell, assign, pledge, mortgage or otherwise transfer or encumber its interest in the Development Agreement as long as this Second Amendment and Assignment is in effect. The Company hereby irrevocably constitutes and appoints the Bank as its attorney in fact to demand, receive and enforce the Company's rights under the Development Agreement for and on behalf of and in the name of the Company or, at the option of the Bank, in the name of Bank, with the same force and effect as the Company could do if this Second Amendment and Assignment had not been made. 7. Attorney -in -Fact. Upon the occurrence of a default or event of default under the loan obligations with the Bank (a "Default"), without affecting any of the Bank's rights or remedies against the Company under any other instrument, the Company shall be deemed to have irrevocably appointed the Bank as the Company's attorney in fact to exercise any or all of the Company's rights in, to and under the Development Agreement and to give appropriate receipts, releases and satisfactions on behalf of the Company in connection with the performance by any party to the Development Agreement and to do any or all other acts in the Company's name or in Bank's own name that the Company could do under the Development Agreement with the same force and effect as if this Second Amendment and Assignment had not been made. In addition, the Bank shall have the right to exercise and enforce any and all rights and remedies available after a default to a secured party under the Uniform Commercial Code as adopted in the State of Iowa. If notice to the Company of any intended disposition of collateral or of any intended action as required by law in any particular instance, such notice shall be deemed commercially reasonable if given in writing at least ten (10) days prior to the intended disposition or other action. 8. City Consent. The City hereby consents and agrees to the terms and conditions of the Second Amendment and Assignment. The City is not in breach or default of its obligations under the Development Agreement and, to the City's knowledge, the Company is not in breach or default of its obligations under the Development Agreement. 9. No Amendment. The Company and the City agree that no material change or amendment shall be made to terms of the Development Agreement without the prior written consent of the Bank, which consent shall not be unreasonably withheld or delayed. 10. No Waiver. This Second Amendment and Assignment can be waived, modified, amended, terminated or discharged only explicitly in a writing signed by Bank. A waiver by Bank shall be effective only in the specific instance and for the specific purpose given. Mere delay or failure to act shall not preclude the exercise or enforcement of any of Bank's rights or remedies hereunder. All rights and remedies of Bank shall be cumulative and shall be exercised singularly or concurrently, at Bank's option, and any exercise or enforcement of any one such right or remedy shall neither be a condition to nor bar the exercise or enforcement of any other. 11. Notice. Any notice, request, demand or other communication hereunder shall be deemed duly given if delivered to the Bank as set forth below: Farmers State Bank 131 Tower Park Drive Suite 100 Waterloo, IA 50701 12. Counterparts. This agreement may be executed in multiple counterparts, and by different parties on separate counterparts, each of which, when executed and delivered, shall be deemed to be an original, and all of which, when taken together, shall constitute but one and the same agreement. 13. No Effect. Except as modified herein, the Development Agreement shall remain in full force and effect. 14. The Development Agreement shall inure to the benefit of and be binding upon the parties and their respective successors and assigns. [Signature Pages Next Page] IN WITNESS WHEREOF, the parties have executed this Second Amendment and Assignment by their duly authorized representatives as of the date set forth above. CITY OF WATERLOO, IOWA By: David Boesen, Mayor IN Kelley Felchle, City Clerk STATE OF IOWA ) ss COUNTYOF BLACK HAWK On this day of 2026, before me a Notary Public in and for said State, personally appeared David Boesen and Kelley Felchle, to me personally known, who being duly sworn, did say that they are the Mayor and City Clerk, respectively of the City of Waterloo, Iowa, a municipal corporation, created and existing under the laws of the State of Iowa, and that the seal affixed to the foregoing instrument is the seal of said municipal corporation, and that said instrument was signed and sealed on behalf of said municipal corporation by authority and resolution of its City Council and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipal corporation by it voluntarily executed. Notary Public in and for State of Iowa My commission expires: 6 BKKS HOLDINGS, LLC By: Tyler Kunkle, President STATE OF IOWA ) ss COUNTY OF BLACK HAWK ) Acknowledged before me on this day of ' ` , 2026, by Tyler Kunkle, as the President of BKKS Holdings, LLC. Notary Public in and for State of Iowa My commission expires: KARLA J TRI z COMMISSION NO.171479 * �r MY COMMISSION EXPIRES �. OCTOBER 11, 2026 FARMERS STATE BANK LON Luke Knutson, Assistant Vice President STATE OF IOWA ) ss COUNTY OF BLACK HAWK ) Acknowledged before me on this day of r i , 2026, by Luke Knutson, Assistant Vice President of Farmers State Bank. Notary Public in and for State of Iowa My commission expires: =' E KARLA J TRI MISSION N0.1T1479*COMMISSIONEXPIRESOCTOBER 11, 2026.1 8 Prepared By: Austin J. McMahon, Lange & McMahon, PLC, 222 1 st St. E., Independence, IA (319) 334-4488 DEVELOPMENT AGREEMENT This Development Agreement (the "Agreement") is entered into as of this ________ day of ____________________________ 2025, by and between BKKS Holdings, LLC (the “Company”) and the City of Waterloo, Iowa (the “City”). RECITALS A. In furtherance of the objectives of Chapter 403 of the Code of Iowa, as amended (the “Urban Renewal Act”), City is engaged in carrying out urban renewal project activities in an area known as the East Waterloo Unified Urban Renewal and Redevelopment Plan Area (“Urban Renewal Area”). B. Company is willing and able to finance and construct or erect structures and improvements as provided in this Agreement on property legally described in Exhibit A (the “Property”), which is located within the Urban Renewal Area. C. City considers economic development within the City a benefit to the community and is willing for the overall good and welfare of the community to provide financial incentives so as to encourage that goal, and the City further believes that the project is in the vital and best interests of the City and that the project and such incentives are in accordance with the public purposes and provisions of applicable State and local laws and requirements under which the project has been undertaken and is being assisted. AGREEMENT NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the parties agree as follows: 1. Sale of Property; Title. Subject to the terms hereof, City shall convey the Property to Company in its as-is condition for the sum of $1.00. Conveyance shall be by special warranty deed, free and clear of all encumbrances arising by or through City except: (a) easements, servitudes, conditions and restrictions of record; (b) general utility and right-of-way easements sending the Property; and (c) restrictions imposed by the City zoning ordinances and other applicable law. City makes no representation or warranty as to the condition of the Property or its suitability for Company's purposes. Company is responsible to conduct its own due diligence and inspections. City shall have no duty to convey title to Company until Company delivers to City reasonable and satisfactory proof of financial ability to undertake and carry on the Improvements (defined below), which may take the form of a lending commitment letter. Company shall, at its own expense, prepare an updated abstract of title, or in lieu thereof Company may, at its own expense, obtain whatever form of title evidence it desires. City shall provide any title documents it has in its possession, including any abstracts, to assist in title review. If title is unmarketable or subject to matters not acceptable to Company, and if City does not remedy or remove such objectionable matters in timely fashion following written notice of such objections from Company, Company may terminate this Agreement without further obligation and return the abstract of title to City. 2. Phased Improvements by Company. The parties contemplate that Company will develop the Property in phases, each of which is generally described as follows, although more detailed plans for each phase will be developed at one or more future dates. Phase 1 shall consist of the construction or development of 52,050 square feet of storage units along with related landscaping, storm water, paving, signage and parking improvements. Phase II shall consist of the construction or development of 42,050 square feet of storage units along with related landscaping, storm water, paving, signage and parking improvements. The construction and/or development as described above are collectively referred to as the “Improvements” or the “Project.” The Improvements relating to each separate Phase will be referred to as “Phase 1 Improvements” and/or “Phase 2 Improvements,” as is applicable. Company agrees that the Improvements shall be constructed in accordance with the terms of this Agreement, the urban renewal plan applicable to the Property, and all applicable City, state, and federal building codes and shall comply with all applicable City ordinances and other applicable law. City may require that Company submit specific building designs and site plans for City’s review and reasonable approval. Company will use its best efforts to obtain, or cause to be obtained, in a timely manner, all re quired permits, licenses and approvals, and will meet, in a timely manner, all requirements of all applicable local, state, and federal laws and regulations which must be obtained or met before the Improvements may be lawfully constructed, including but not limited to final permit inspections. The Property, the Improvements, and all site preparation and development-related work to make any of the Property usable for Company’s purposes as contemplated by this Agreement are collectively referred to as the “Project.” 3. Construction Plans. Company agrees that it will cause the Improvements to be constructed on the Property in conformance with construction plans (the “Plans”) that have been submitted to the City. Company agrees that the scope and scale of the Improvements to be constructed shall not be significantly less than the scope and scale of such improvements as detailed and outlined in the Plans. If any material modification in the scope, scale or nature of the Plans is proposed, Company shall submit modified Plans (the “Modified Plans”) to the City for review. Modified Plans shall be subject to approval by the City as provided in this Section. City shall approve the modified Plans in writing if: (a) the Modified Plans conform to t he terms and conditions of this Agreement; (b) the Modified Plans conform to the terms and conditions of the urban renewal plan; (c) the Modified Plans conform to all applicable federal, state and local laws, ordinances, rules and regulations and City permit and design review requirements; (d) the Modified Plans are adequate for purposes of this Agreement to provide construction to provide for the construction of the Improvements, and I no Event of Default under the terms of this Agreement has occurred; provided, however, that any such approval of the Plans or Modified Plans pursuant to this Section shall constitute approval for the purposes of this Agreement only and shall not be deemed to constitute approval or waiver by the City with respect to any building, fire, zoning or other ordinances or regulations of the City, and shall not be deemed to be sufficient plans to serve as the basis for the issuance of a building permit if the Plans or Modified Plans are not as detailed or complete as the plans otherwise required for the issuance of a building permit. The Plans or Modified Plans must be rejected in writing by City within thirty (30) days of submission or shall be deemed to have been approved by the City. If City rejects the Plans or Modified Plans in whole or in part, Company shall submit new or corrected Plans or Modified Plans within thirty (30) days after receipt by Company of written notification of the rejection, accomplished by a written statement of the City specifying the respects in which Company’s Plans or Modified Plans fail to conform to the requirements of this Section. The provisions of this Section relating to approval, rejection and resubmission of corrected Plans or Modified Plans shall continue to apply until they have been approved by the City, provided, however, that in any event Company shall submit Plans or Modified Plans which are approved by City prior to commencement of construction of additional or modified Improvements. Approval of the Plans or Modified Plans by the City shall not relieve Company of any obligation to comply with the terms and provisions of this Agreement, or the provision of applicable federal, state and local laws, ordinances and regulations, nor shall approval of the Plans or Modified Plans by City be deemed to constitute a waiver of any Event of Default. Approval of Plans or Modified Plans hereunder is solely for purposes of this Agreement and shall not constitute approval for any other City purpose nor subject the City to any liability for the Improvements as constructed. 4. Timeliness of Construction; Possibility of Reverter. The parties agree that Company’s commitment to undertake the Project and to construct the Improvements in a timely manner constitutes a material inducement for the City to make the Grant to Company and that without said commitment City would not have done so. A. Deadlines to Begin and Substantially Complete. All deadlines are subject to Unavoidable Delays (defined below) and other applicable provisions of this Agreement governing modifications or extensions. Company must obtain necessary permits and Begin Construction of the Phase 1 Improvements within the later of ten (10) months of the date of this Agreement or closing on the Property (the “Phase 1 Start Date”) and must Substantially Complete the Phase 1 Improvements within twenty (20) months thereafter (the “Phase 1 Completion Deadline”). With respect to the Phase 2 Improvements, Company must obtain necessary permits and Begin Construction of the Phase 2 Improvements within four (4) months of Substantial Completion of the Phase 1 Improvements and must Substantially Complete the Phase 2 Improvements within fourteen (14) months thereafter. For purposes of this Agreement, “Begin Construction” shall mean the mobilization and entry by the Company’s general contractor on the Property to start construction of the Project pursuant to the construction contract executed between the Company and the general contractor, and "Substantially Complete" shall mean the date on which the phase Improvements have been completed to the extent necessary for the City to issue a certificate of occupancy relating thereto and the City has verified that any Project element for which no permit was necessary has been completed to City's reasonable satisfaction. The City’s Community Planning and Development Director may, but shall not be required to, consent to an extension of time of up to six (6) months for the construction of the Improvements. Any additional or longer time extensions will require consent of the City Council. B. Events Triggering Termination and/or Reverter. If Company does not timely Begin Construction or Substantially Complete construction of the Phase 1 or Phase 2 Improvements on the schedule stated above, subject to Unavoidable Delays, then such shall constitute a default hereunder, and the City may terminate this Agreement as set forth in Section 18 and City shall then have no further obligation to Company under this Agreement. In connection with the termination of this Agreemen t by the City, and in addition to any other remedies available to the City under this Agreement, the parties agree that the City is entitled to have title to the Property conveyed to it, and Company agrees that it shall, at its own expense, promptly execute all documents, including but not limited to, a special warranty deed, or take such other actions as the City may reasonably request to effectuate said conveyance and to deliver to City title to the Property, free and clear of any lien, claim, charge, security interest, mortgage or encumbrance, or past-due or currently due property taxes (collectively, “Liens”) arising by or through Company. Concurrently with delivery of the deed, Company shall also deliver to City the abstract of title. Company shall pay in full, so as to discharge or satisfy, all Liens on or against the Property. Appointment of Attorney in Fact: If Company fails to deliver such documents, including but not limited to a special warranty deed, to City within thirty (30) days after written demand by City, then City shall be authorized to execute, on Company’s behalf and as its attorney-in-fact, the special warranty deed or other documents required by this Section, and for such limited purpose Company does hereby irrevocably constitute and appoint City as its attorney-in-fact. C. Unavoidable Delays. If development has commenced within the required period, as the same may be extended, and is subsequently stopped or delayed as a result of an act of God, war, civil disturbance, court order, labor dispute, fire, or other cause beyond the reasonable control of Company (each an “Unavoidable Delay”), the requirement that construction be completed by the Completion Deadline shall be tolled for a period of time equal to the period of Unavoidable Delay. As promptly as possible, Company shall notify City in writing of the occurrence of any Unavoidable Delay and shall again notify City in writing when the Unavoidable Delay has ended. 5. Indemnity. Company agrees that it shall indemnify City and hold it harmless with respect to any demand, claim, cause of action, damage, or injury made, suffered, or incurred as a result of or in connection with the Project, Company’s failure to carry on or complete same, or any Lien or Liens on or against the Property of any type or nature whatsoever that attaches to the Property by virtue of Company’s ownership of same. If City files suit to enforce the terms of this Agreement and prevails in such suit, then Company shall be liable for all legal expenses, including but not limited to reasonable attorneys’ fees, incurred by City. Company’s duties of indemnity pursuant to this Section shall survive the expiration, termination or cancellation of this Agreement for any reason. 6. No Encumbrances; Limited Exception. Until Substantial Completion of the Improvements, Company agrees that it shall not create, incur, or suffer to exist any lien, encumbrance, mortgage, security interest, or charge on the Property, other than such mortgage or mortgages as may be reasonably necessary to finance Company’s completion of the Improvements and of which Company notifies City in advance of Company’s execution of any such mortgage. Company may not mortgage or encumber the Property or any part thereof for any purpose except in connection with financing of the Improvements, whether through a construction loan or permanent loan. 7. Utilities. Company will be responsible for extending water, sewer, telephone, telecommunications, electricity, gas and other utility services to any location on the Property. Company will be responsible for payment of any associated connection fees other than water connection fees, which will be paid by City. 8. Minimum Assessment Agreement. Company acknowledges and agrees that it will pay when due all taxes and assessments, general or special, and all other charges whatsoever levied upon or assessed or placed against the Property. Company further agrees that prior to the date set forth in Section 2 of the Minimum Assessment Agreement (the ‘”MAA”’) attached hereto as Exhibit “B’” it will not seek or cause a reduction in the taxable value for the Property as improved pursuant to this Agreement, which shall be fixed for assessment purposes, below the amount of $2,515,000 (the “Phase 1 Minimum Actual Value”), through: (a) Willful destruction of the Property, the Improvements, or any part of either; (b) a request to the Assessor of Black Hawk County; or (c) any proceedings, whether legal, or equitable, with any administrative body or court within the City, Black Hawk County, the State of Iowa, or the federal government. Company agrees to execute and deliver the MAA concurrently with its execution and delivery of this Agreement. In connection with the construction of Phase 2 Improvements, the parties will execute and record a separate amendment to the minimum assessment agreement for the purpose of increasing the Minimal Actual Value to an amount that reflects the value added by Phase 2 Improvements, which shall yield a total value of not less than $4,266,000 for Phase 1 and Phase 2 Improvements combined. 9. Tax Rebates. Provided that Company has completed the Phase 1 Improvements and the Phase 2 Improvements as set forth in this Agreement before the respective Substantial Completion Deadlines and has executed, as appropriate, the Minimum Assessment Agreement or an amendment to the Minimum Assessment Agreement, City agrees to rebate property tax (with the exceptions noted below) with respect to Phase 1 Improvements and Phase 2 Improvements as follows: 50% rebate for each of Years One through Five for any assessed value added by the completed Phase 1 Improvements and Phase 2 Improvements (each such payment is a “Rebate”) over the base value of $5,412.00. Each Rebate is payable in respect of a given property tax fiscal year (a “Fiscal Year”) only to the extent that (a) Company has actually paid general property taxes due and owing for such Fiscal Year and (b) the city council has made an appropriation for the payment of the Rebate. To receive a Rebate for a given Fiscal Year, Company must, within twelve (12) months after the due date of the last installment of the property taxes for the respective Fiscal Year (i.e., the “March Installment”), submit a completed Rebate request to City on the form provided by or otherwise satisfactory to City. A failure to timely submit a request for a Rebate for a Fiscal Year will result in a forfeiture of the right to request a Rebate for such Fiscal Year. City agrees to consider a completed application for a Rebate within sixty (60) days after submission of the application to City. The assessed value of the Property as a result of the Improvements constructed thereon must be increased by a minimum of 10% and must increase the annual tax by a minimum of $500.00. Rebates shall not be paid based on any special assessment levy, debt service levy, or any other levy that is exempted from treatment as tax increment financing under the provisions of applicable law. The first Fiscal Year in respect of which a Rebate may be given (“Year One”) shall be the first full Fiscal Year for which the assessment is based upon the completed value of the Phase 1 Improvements and Phase 2 Improvements and not based on a prior Fiscal Year for which the assessment is based solely upon (x) the value of the Property, or upon (y) the value of the Property and a partial value of the Phase 2 Improvements due to partial completion of such Improvements or a partial Fiscal Year. 10. Representations and Warranties of City. City hereby represents and warrants as follows: A. City is not prohibited from consummating the transaction contemplated in this Agreement by any law, regulation, agreement, instrument, restriction, order or judgment. B. Each person who executes and delivers this Agreement and all documents to be delivered hereunder is and shall be authorized.to do so on behalf of City. 11. Representations and Warranties of Company. Company hereby represents and warrants as follows: A. It is duly organized, validly existing, and in good standing under the laws of the state of its organization and is duly qualified and in good standing under the laws of the State of Iowa. B. It has all requisite power and authority to own and operate its properties, to carry on its business as now conducted and as presently proposed to be conducted, and to enter into and perform its obligations under this Agreement. C. This Agreement has been duly and validly executed and delivered by Company and, assuming due authorization, execution and delivery by the other parties hereto, is in full force and effect and is a valid and legally binding instrument of Company that is enforceable in accordance with its terms, except as the same may be limited by bankruptcy, insolvency, reorganization or other laws relating to or affecting creditors’ rights generally. D. The execution and delivery of this Agreement, the consummation of the transactions contemplated hereby, and the fulfillment of or compliance with the terms and conditions of this Agreement are not prevented by, limited by, in conflict with, or result in a violation or breach of, the terms, conditions or provisions of any contractual restriction, evidence of indebtedness. Agreement or instrument of whatever nature to which Company is now a party or by which it or its property is bound, nor do they constitute a default under any of the foregoing. E. There are no actions, suits or proceedings pending or threatened against or affecting Company in any court or before any arbitrator or before or by any governmental body in which there is a reasonable possibility of an adverse decision which could materially adversely affect the business (present or prospective), financial position, or results of operations of Company or which in any manner raises any questions affecting the validity of the Agreement or Company’s ability to perform its obligations under this Agreement. F. The financing commitments, which Company will proceed with due diligence to obtain, to finance the construction of the Improvements will be sufficient to enable Company to successfully complete construction of the Improvements as contemplated in this Agreement, subject to additional costs incurred due to Unavoidable Delays. 12. Additional Covenants of Company. In addition to the other promises, covenants and agreements of Company as provided elsewhere in this Agreement, Company agrees as follows with respect to each phase of Improvements: A. Company agrees during construction of the Improvements and thereafter until the MAA termination date to maintain, as applicable, builder ’s risk, property damage, and liability insurance coverages with respect to the Improvements in such amounts as are customarily carried by like organizations engaged in activities of comparable size and liability exposure, and shall provide evidence of such coverages to the City upon request. B. Until the Improvements are Substantially Completed, Company shall make such reports to City, in such detail and at such times as may be reasonably requested by City, as to the actual progress of Company with respect to construction of the Improvements. However, in no event shall Company be required to submit a report more frequently than once every thirty (30) day period. C. During construction of the Improvements and thereafter until the MAA termination date Company will cooperate fully with the City in resolution of any traffic, parking, trash removal or public safety problems which may arise in connection with the construction and operation of the Improvements. D. Company will comply with all applicable land development laws and City and county ordinances, and all laws, rules and regulations relating to its businesses, other than laws, rules and regulations where the failure to comply with the same or the sanctions and penalties resulting therefrom, would not have a material adverse effect on the business, property, operations, or condition, financial or otherwise, of Company. E. Until the MAA termination date Company will maintain, preserve and keep the Property, including but not limited to the Improvements, in good repair and working order, ordinary wear and tear excepted, and from time to time will make all necessary repairs, replacements, renewals and additions. F. The Property will have a taxable value as set forth in the MAA and any amendments thereto, and Company agrees that the minimum actual value of the Property and completed Improvements as stated in the MAA and any amendments thereto will be a reasonable estimate of the actual value of the Property and Improvements for ad valorem property tax purposes. Company agrees that it will spend enough in construction of the Improvements that, when combined with the value of the Property and related site improvements, will equal or exceed the assessor ’s minimum actual value for the Property and Improvements as set forth in the MAA and any amendments thereto. G. Until the MAA termination date Company agrees that (1) it will not undertake, in any other municipality in Black Hawk County, the construction or rehabilitation of any commercial property as a primary location for Company’s business operations of the type to be conducted on the Property, and (2) it will make no conveyance, lease or other transfer of the Property or any interest therein that would cause the Property or any part thereof to be classified as exempt from taxatio n or subject to centralized assessment or taxation by the State of Iowa. H. Company shall pay, or cause to be paid, when due, all real property taxes and assessments payable with respect to any and all parts of the Property conveyed to it. Company agrees that (1) it will not seek administrative review or judicial review of the applicability or constitutionality of any Iowa tax statute or regulation relating to the taxation of real property included within the Property that is determined by any tax official to be applicable to the Property or to Company, or raise the inapplicability or constitutionality of any such tax statute or regulation as a defense in any proceedings of any type or nature, including but not limited to delinquent tax proceedings, and (2) it will not seek any tax deferral, credit or abatement, either presently or prospectively authorized under Iowa Code Chapter 403 or 404, or any other state law, of the taxation of real property included within the Property. 13. No Assignment or Conveyance. Company agrees that it will not sell, convey, assign or otherwise transfer its interest in the Property prior to completion of the Project, whether in whole or in part, to any other person or entity without the prior written consent of City. Reasonable grounds for the City to withhold its consent shall include but are not limited to the inability of the proposed transferee to demonstrate to the City ’s satisfaction that it has the financial ability to observe all of the terms to be performed by Company under this Agreement. 14. Materiality of Company’s Promises, Covenants, Representations, and Warranties. Each and every promise, covenant, representation, and warranty set forth in this Agreement on the part of Company to be performed is a material term of this Agreement, and each and every such promise, covenant, representation, and warranty constitutes a material inducement for City to enter this Agreement. Company acknowledges that without such promises, covenants, representations, and warranties, City would not have entered this Agreement. Upon breach of any promise or covenant, or in the event of the incorrectness or falsity of any representation or warranty, City may, at its sole option and in addition to any other right or remedy available to it, terminate this Agreement and declare it null and void. 15. Indemnification and Releases. A. Company hereby releases City, its elected officials, officers, employees, and agents (collectively, the “indemnified parties’’) from, covenants and agrees that the indemnified parties shall not be liable for, and agrees to indemnify, defend and hold harmless the indemnified parties against, any loss or damage to property or any injury to or death of any person occurring at or about the Property arising after Company’s lease or acquisition of the same or resulting from any defect in the Improvements. The indemnified parties shall not be liable for any damage or injury to the persons or property of Company or its directors, officers, employees, contractors or agents, or any other person who may be about the Property or the Improvements, due to any act of negligence or willful misconduct of any person, other than any act of negligence or willful misconduct on the part of any such indemnified party or its officers, employees or agents. B. Except for any Willful misrepresentation, any willful misconduct, or any unlawful act of the indemnified parties, Company agrees to protect and defend the indemnified parties, now or forever, and further agrees to hold the indemnified parties harmless, from any claim, demand, suit, action or other proceedings or any type or nature whatsoever by any person or entity whatsoever that arises or purportedly arises from (1) any violation of any agreement or condition of this Agreement (except with respect to any suit, action, demand or other proceeding brought by Company against the City to enforce its rights under this Agreement), or (2) the acquisition and conditions of the Property and the construction, installation, ownership, and operation of the Improvements, or (3) any hazardous substance or environmental contamination located in or on the Property. C. The provisions of this Section shall survive the expiration or termination of this Agreement. 16. Obligations Contingent. Each and every obligation of the City under this Agreement is subject to and contingent upon the Company purchasing or acquiring the Property. Furthermore and in addition, each and every obligation of City under this Agreement is expressly made subject to and contingent upon City’s completion of all procedures, hearings and approvals deemed necessary by City or its legal counsel for amendment of the urban renewal plan applicable to the Property and/or Project area, all of which must be completed within 90 days from the date this Agreement is approved by the City council. If such completion does not occur, then any conveyance, benefit or incentive of any type provided by City hereunder within said 90-day period is subject to reverter of title, revocation, repayment or other appropriate action to restore such property, benefit or incentive to City, and Company agrees to cooperate diligently and in good faith with any reasonable request by City to effectuate the restoration of same, or failing such restoration Company agrees to be liable for same or for the fair value thereof, plus interest on any sums owing at the rate of 5% per annum commencing with the date of demand for payment, if said payment is not remitted to City within 30 days. 17. Default. The following shall be “Events of Default” under this Agreement, and the term ‘”Event of Default” shall mean any one or more of the following events that continues beyond any applicable cure periods: A. Failure by Company to cause the construction of the Improvements to be commenced and completed pursuant to the terms, conditions and limitations of this Agreement; B. Transfer by Company of any interest (either directly or indirectly) in the Improvements, any part of the Property, or this Agreement, without the prior written consent of City except or otherwise as security for financing of Project improvements; C. Failure by Company to pay, before delinquency, all ad valorem property taxes levied on or against any of the Property; D. Failure by any party hereto to substantially observe or perform any covenant, condition, obligation or agreement on its part to be observed or performed under this Agreement; E. Company (1) files any petition in bankruptcy or for any reorganization, arrangement, composition, readjustment, liquidation, dissolution, or similar relief under the federal bankruptcy law or any similar state law; (2) makes an assignment for the benefit of its creditors; (3) admits in writing its inability to pay its debts generally as they become due; (4) is adjudicated a bankrupt or insolvent; or if a petition or answer proposing the adjudication of Company as a bankrupt or its reorganization under any present or future federal bankruptcy act or any similar federal or state law shall be filed in any court and such petition or answer shall not be discharged or denied within ninety (90) days after the filing thereof; or a receiver, trustee or liquidator of Company, or part thereof, shall be appointed in any proceedings brought against Company and shall not be discharged within ninety (90) days after such appointment, or if Company shall consent to or acquiesce in such appointment; or (5) defaults under any mortgage applicable to any of Property. F. Any representation or warranty made by Company in this Agreement, or made by Company in any written statement or certificate furnished by Company pursuant to this Agreement, shall prove to have been incorrect, incomplete or misleading in any material respect on or as of the date of the issuance or making thereof. 18. Remedies. A. Default by Company. Whenever any Event of Default in respect of Company occurs and is continuing, the City may terminate this Agreement . Before exercising such remedy, City shall give 30 days’ written notice to Company of the Event of Default, provided that by the conclusion of such period the Event of Default shall not have been cured, or the Event of Default cannot reasonably be cured within 30 days and Company shall not have provided assurances reasonably satisfactory to the City that the Event of Default will be cured as soon as reasonably possible. Upon termination, City may exercise any and all remedies available at law, equity, contract or otherwise for recovery of any sums paid by City to Company before the date of termination or to recover ownership of the Property as set forth in this Agreement. B. Default by City. Whenever any Event of Default in respect of City occurs and is continuing, Company may take such action against City to require it to specifically perform its obligations hereunder. Before exercising such remedy, Company shall give 30 days’ written notice to City of the Event of Default, provided that by the conclusion of such period the Event of Default shall not have been cured, or if the Event of Default cannot reasonably be cured within 30 days and City shall not have provided assurances reasonably satisfactory to the Company that the Event of Default will be cured as soon as reasonably possible. C. Remedies under this Agreement shall be cumulative and in addition to any other right or remedy given under this Agreement or existing at law or in equity or by statute. Waiver as to any particular default, or delay or omission in exercising any right or power accruing upon any default, shall not be construed as a waiver of any other or any subsequent default and shall not impair any such right or power. The remedies arising under this Agreement or under law shall survive the termination of this Agreement irrespective of the reason for termination. 19. Performance by City. Company acknowledges and agrees that all of the obligations of City under this Agreement shall be subject to, and performed by City ln accordance with, all applicable statutory, common law, or constitutional provisions and procedures consistent with City’s lawful authority. All covenants, stipulations, promises, agreements and obligations of City contained in this Agreement shall be deemed to be the covenants, stipulations, promises, agreements and obligations of City and not of any governing body member, officer, employee or agent of City in the individual capacity of such person. 20. No Third-Party Beneficiaries. No rights or privileges of any party hereto shall inure to the benefit of any contractor, subcontractor, material supplier, or any other person or entity, and no such contractor, subcontractor, material supplier, or other person or entity shall be deemed to be a third-party beneficiary of any of the provisions of this Agreement. 21. Notices. Notice under this Agreement shall be in writing and shall be delivered in person, by overnight air courier service, by United States registered or certified mail, postage prepaid, and addressed: (a) If to City, 715 Mulberry Street, Waterloo, Iowa 50703, Attention: Mayor, with copies to the City Attorney and the Community Planning and Development Director. (b) If to Company, Tyler Kunkle , 3132 Big Woods Road, Cedar Falls, Iowa 50613. Delivery of notice shall be deemed to occur (i) on the date of delivery when delivered in person, (ii) one (1) business day following deposit for overnight delivery to an overnight air courier service which guarantees next day delivery, (iii) three (3) business days following the date of deposit if mailed by United States registered or certified mail, postage prepaid, or (iv) when transmitted by facsimile so long as the sender obtains written electronic confirmation from the sending facsimile machine that such transmission was successful. A party may change the address for giving notice by any method set forth in this Section. 22. No Joint Venture. Nothing in this Agreement shall, or shall be deemed or construed to, create or constitute any joint venture, partnership, agency, employment, or any other relationship between the City and Company nor to create any liability for one party with respect to the liabilities or obligations of the other party or any other person. 23. Amendment, Modification, and Waiver. No amendment, modification, or waiver of any condition, provision, or term of this Agreement shall be valid or of any effect unless made in writing, signed by the party or parties to be bound or by the duly authorized representative of same, and specifying with particularity the extent and nature of the amendment, modification, or waiver. Any waiver by any party of any default by another party shall not affect or impair any rights arising from any subsequent default. 24. Severability; Reformation. Each provision, section, sentence, clause, phrase, and word of this Agreement is intended to be severable. If any portion of this Agreement shall be deemed invalid or unenforceable, whether in whole or in part, the offending provision or part thereof shall be deemed severed from this Agreement and the remaining provisions of this Agreement shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any portion of this Agreemen t is invalid or unenforceable as Written, but that by limiting such provision or portion thereof it would become valid and enforceable, then such provision or portion thereof shall be deemed to be written, and shall be construed and enforced, as so limited. 25. Captions. All captions, headings, or titles in the paragraphs or sections of this Agreement are inserted only as a matter of convenience and/or reference, and they shall in no way be construed as limiting, extending, or describing either the scope or intent of this Agreement or of any provisions hereof. 26. Interpretation. This Agreement shall not be construed more strictly against one party than against the other merely by virtue of the fact that it may have been prepared by counsel for one of the parties, it being recognized that the parties hereto and their respective attorneys have contributed substantially and materially to the preparation of each and every provision of this Agreement. 27. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives. 28. Counterparts. This may be executed in multiple counterparts, each of which shall be deemed an original and all of which, taken together, shall constitute one and the same instrument. 29. Entire Agreement. This Agreement, together with the exhibits attached hereto, constitutes the entire agreement of the parties and supersedes all prior or contemporaneous negotiations, discussions, understandings, or agreements, whether oral or written, with respect to the subject matter hereof. 30. Time of Essence. Time is of the essence of this Agreement. IN WITNESS WHEREOF, the parties have executed this Development Agreement by their duly authorized representatives as of the date set forth above. CITY OF WATERLOO, IOWA BKKS Holdings, LLC By: ____________________________ By: ___________________________ Quentin M. Hart, Mayor Tyler Kunkle Attest: ____________________________ Title: ___________________________ Kelley Felchle, City Clerk EXHBIIT A DESCRIPTION Lot 34, Lot 35, Lot 36, Lot 37, Lot 38, and Lot 39 of the Waterloo Air and Rail Park, 4th Addition, Waterloo, Black Hawk County, Iowa. EXHIBIT B MINIMUM ASSESSMENT AGREEMENT This Minimum Assessment Agreement (the “Agreement”) is entered into as of this __________ day of ____________________, 2025, and among the CITY OF WATERLOO, IOWA (“City”) and BKKS Holdings, LLC (“Company”), and the COUNTY ASSESSOR of the BLACK HAWK COUNTY, IOWA (“Assessor”). WITNESSETH: WHEREAS, on or before the date hereof the City and Company have entered into a development agreement (the "Development Agreement") regarding certain real property (the “Property”), described in Exhibit "B" thereto, located in the City; and WHEREAS, it is contemplated that pursuant to the Development Agreement, the Company will undertake the development of an area within the City and within the East Waterloo Unified Urban Renewal and Redevelopment Plan area, including the construction of certain improvements as described in the Development Agreement (the “Minimum Improvements”) on the Property (the “Project”); and WHEREAS, pursuant to Iowa Code§ 403.6, as amended, the City and the Company desire to establish a minimum actual value for the Property and the Minimum Improvements to be constructed thereon by Company pursuant to the Development Agreement, which shall be effective upon substantial completion of the Project and from then until this Agreement is terminated pursuant to the terms herein and which is intended to reflect the minimum actual value of the land and buildings as to the Project only; and WHEREAS, the City and the Assessor have reviewed the preliminary plans and specifications for the Minimum Improvements which the parties contemplate will be erected as a part of the Project. NOW, THEREFORE, the parties hereto, in consideration of the promises, covenants, and agreements made by each other, do hereby agree as follows: 1. Upon completion of construction of the Minimum Improvements by Company, the minimum actual taxable value which shall be fixed for assessment purposes for the Property and Minimum Improvements to be constructed thereon by Company as a part of the Project shall not be less than $2,515,000 (the “Minimum Actual Value”) until termination of this Agreement. The parties hereto agree that construction of the Minimum Improvements will be substantially completed by the date set forth in the Development Agreement, and in any case if the Minimum Improvements are not substantially completed by February 28, 2027, the parties agree to execute an amendment to this Agreement that will extend the date specified in Section 2 below. The parties contemplate a later amendment to this Agreement that increases the Minimum Actual Value in connection with Phase 2 Improvements. 2. The Minimum Actual Value herein established shall be of no further force and effect, and this Minimum Assessment Agreement shall terminate, on December 31, 2037. The Minimum Actual Value shall be maintained during such period regardless of: (a) any failure to complete the Minimum Improvements; (b) destruction of all or any portion of the Minimum Improvements; (c) diminution in value of the Property or the Minimum Improvements; or (d) any other circumstance, whether known or unknown and whether now existing or hereafter occurring. 3. Company shall pay, or cause to be paid, when due, all real property taxes and assessments payable with respect to all and any parts of the Property and the Minimum Improvements pursuant to the provisions of this Agreement and the Development Agreement. Such tax payments shall be made without regard to any loss, complete or partial, to the Property or the Minimum Improvements, any interruption in, or discontinuance of, the use, occupancy, ownership or operation of the Property or the Minimum Improvements by Company or any other matter or thing which for any reason interferes with, prevents or renders burdensome the use or occupancy of the Property or the Minimum Improvements. 4. Company agrees that its obligation to make the tax payments required hereby, to pay the other sums provided for herein, and to perform and observe its other agreements contained in this Agreement shall be absolute and unconditional obligations of Company (not limited to the statutory remedies for unpaid taxes) and that Company shall not be entitled to any abatement or diminution thereof, or set off therefrom, nor to any early termination of this Agreement for any reason whatsoever. 5. Nothing herein shall be deemed to waive the Company's rights under Iowa Code§ 403.6, as amended, to contest that portion of any actual value assignment made by the Assessor in excess of the Minimum Actual Value established herein. In no event, however, shall the Company seek or cause the reduction of the actual value assigned below the Minimum Actual Value established herein during the term of this Agreement. Nothing herein shall limit the discretion of the Assessor to assign at any time an actual value to the land and Minimum Improvements in excess of the Minimum Actual Value. 6. Company agrees that during the term of this Agreement it will not: (a) seek administrative review or judicial review of the applicability or constitutionality of any Iowa tax statute relating to the taxation of property contained as a part of the Property or the Minimum Improvements determined by any tax official to be applicable to the Property or the Minimum Improvements, or raise the inapplicability or constitutionality of any such tax statute as a defense in any proceedings, including delinquent tax proceedings; or (b) seek any tax deferral, credit or abatement, either presently or prospectively authorized under Iowa Code Chapter 403 or 404, or any other state law, of the taxation of real property, including improvements and fixtures thereon, contained in the Property or the Minimum Improvements; or (c) request the Assessor to reduce the Minimum Actual Value; or (d) appeal to the board review of the city, county, state or to the Director of Revenue of the State of Iowa to reduce the Minimum Actual Value; or (e) cause a reduction in the actual value or the Minimum Actual Value through any other proceedings. 7. This Agreement shall be promptly recorded by the City with the Recorder of Black Hawk County, Iowa. The City shall pay all costs of recording. 8. Neither the preambles nor provisions of this Agreement are intended to, or shall be construed as, modifying the terms of the Development Agreement. 9. Each provision, section, sentence, clause, phrase, and word of this Agreement is intended to be severable. If any portion of this Agreement shall be deemed invalid or unenforceable, whether in whole or in part, the offending provision or part thereof shall be deemed severed from this Agreement and the remaining provisions of this Agreement shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any portion of this Agreement is invalid or unenforceabl e as written, but that by limiting such provision or portion thereof it would become valid and enforceable, then such provision or portion thereof shall be deemed to be written, and shall be construed and enforced, as so limited. 10. This Agreement shall inure to the benefit of and be binding upon the successors and assigns of the parties, including but not limited to future owners of the Project property. IN WITNESS WHEREOF, the parties have executed this Minimum Assessment Agreement by their duly authorized representatives as of the date det forth above. [signatures on next page] CITY OF WATERLOO, IOWA BKKS Holdings, LLC By: ____________________________ By: ___________________________ Quentin M. Hart, Mayor Tyler Kunkle Attest: ____________________________ Title: ___________________________ Kelley Felchle, City Clerk STATE OF IOWA ) ) ss. COUNTY OF BLACK HAWK ) On this _____ day of ____________________, 2025, before me, a notary public in and for the State of Iowa, personally appeared Quentin M. Hart and Kelley Felchle, to me personally known, who being duly sworn ho being duly sworn, did say that they are the Mayor and City Clerk, respectively, of the City of Waterloo, Iowa, a municipal corporation, created and existing under the laws of the State of Iowa, and that the seal affixed to the foregoing instrument is the seal of said municipal corporation, and that said instrument was signed and sealed on behalf of said municipal corporation by authority and resolution of its City Council, and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipal corporation by it and by them voluntarily executed. _________________________________ Notary Public STATE OF ____________________ ) ) ss. COUNTY OF __________________ ) Subscribed and sworn before me on _____________________________________, by Tyler Kunkle as _________________________ (title) of BKKS Holdings, LLC. _________________________________ Notary Public CERTIFICATION OF ASSESSOR The undersigned, having reviewed the plans and specifications for the Minimum Improvements to be constructed and the market value assigned to the land upon which the Minimum Improvements are to be constructed for the development, and being of the opinion that the minimum market value contained in the foregoing Minimum Assessment Agreement appears reasonable, hereby certifies as follows: The undersigned Assessor, being legally responsible for the assessment of the property described in the foregoing Minimum Assessment Agreement, certifies that the actual value assigned to that land and improvements upon completion shall not be less than Two Million Five Hundred Fifteen Thousand and 00/ 100 Dollars ($2,515,000.00) until termination of this Minimum Assessment Agreement pursuant to the terms hereof, subject to adjustment as provided in said agreement. ___________________________ _________________________________ Date Assessor for Black Hawk County, Iowa STATE OF IOWA ) ) ss. COUNTY OF BLACK HAWK ) Subscribed and sworn to before me on___________________________________ by T.J. Koenigsfeld, Assessor for Black Hawk County, Iowa. ______________________________ Notary Public Prepared by Austin J. McMahon, Lange & McMahon, PLC, 222 1st St. E., Independence, IA 50644 319-334-4488 FIRST AMENDMENT TO DEVELOPMENT AGREEMENT AND FIRST AMENDMENT TO MNIMUM ASSESSMENT AGREEMENT This First Amendment to Development Agreement and First Amendment to Minimum Assessment Agreement (the “Amendment”) is entered into as of ________________________, 2026, by and between BKKS Holdings, LLC (the “Company”) and the City of Waterloo, Iowa (the “City”). RECITALS A. Company and City are parties to that certain Development Agreement (“DA”) and Minimum Assessment Agreement (“MAA”) dated July 7, 2025, and recorded with the Black Hawk County Recorder on September 22, 2025, as Doc. No. 2025-13843. B. The parties desire to amend the DA and MAA as set forth in this Amendment. NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the parties agree as follows: 1. Section 2 of the DA is hereby stricken in its entirety and replaced with the following amended Section 2: 2. Phased Improvements by Company. The parties contemplate that Company will develop the Property in phases, each of which is generally described as follows, although more detailed plans for each phase will be developed at one or more future dates. Phase 1 shall consist of the construction or development of 42,050 square feet of storage units along with related landscaping, storm water, paving, signage and parking improvements. Phase II shall consist of the construction or development of 52,050 square feet of storage units along with related landscaping, storm water, paving, signage and parking improvements. The construction and/ or development as described above are collectively referred to as the “Improvements” or the “Project.” The Improvements relating to each separate Phase will Page 2 2 be referred to as" Phase 1 Improvements" and/or “Phase 2 Improvements," as is applicable. Company agrees that the Improvements shall be constructed in accordance with the terms of this Agreement, the urban renewal plan applicable to the Property, and all applicable City, state, and federal building codes and shall comply with all applicable City ordinances and other applicable law. City may require that Company submit specific building designs and site plans for City' s review and reasonable approval. Company will use its best efforts to obtain, or cause to be obtained, in a timely manner, all required permits, licenses and approvals, and will meet, in a timely manner, all requirements of all applicable local, state, and federal laws and regulations which must be obtained or met before the Improvements may be lawfully constructed, including but not limited to final permit inspections. The Property, the Improvements, and all site preparation and development- related work to make any of the Property usable for Company' s purposes as contemplated by this Agreement are collectively referred to as the" Project." 2. Section 8 of the DA is hereby amended, with respect to the Phase 1 Minimum Actual Value, to strike “$2,515,000” and to substitute in its place “$1,995,000.00” 3. Section 1 of the MAA (Exhibit B to DA) is amended to strike “2,515,000” and to substitute in its place “$1,995,000.00.” 4. Except as modified herein, the DA and MAA shall continue unmodified in full force and effect. Terms in this Amendment that are capitalized but not defined will have the same meanings herein that are ascribed to them in the DA or MAA. This Amendment may be executed in multiple counterparts. The DA, MAA, and this Amendment shall inure to the benefit of and be binding upon the parties and their respective successors and assigns. IN WITNESS WHEREOF, the parties have executed this Amendment to Development Agreement by their duly authorized representatives as of the date first set forth above. [signatures on next page] Page 3 3 CITY OF WATERLOO, IOWA BKKS HOLDINGS, LLC By: ____________________________ By: ___________________________ David Boesen, Mayor Tyler Kunkle, President Attest: ____________________________ Kelley Felchle, City Clerk STATE OF IOWA ) ) ss. COUNTY OF BLACK HAWK ) On this _____ day of ____________________, 2026, before me, a notary public in and for the State of Iowa, personally appeared David Boesen and Kelley Felchle, to me personally known, who being duly sworn ho being duly sworn, did say that they are the Mayor and City Clerk, respectively, of the City of Waterloo, Iowa, a municipal corporation, created and existing under the laws of the State of Iowa, and that the seal affixed to the foregoing instrument is the seal of said municipal corporation, and that said instrument was signed and sealed on behalf of said municipal corporation by authority and resolution of its City Council, and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipal corporation by it and by them voluntarily executed. _________________________________ Notary Public STATE OF ____________________ ) ) ss. COUNTY OF __________________ ) Subscribed and sworn before me on _____________________________________, by Tyler Kunkle as President (title) of BKKS Holdings, LLC. _________________________________ Notary Public Page 4 4 CERTIFICATION OF ASSESSOR The undersigned, having reviewed the plans and specifications for the Minimum Improvements to be constructed and the market value assigned to the land upon which the Minimum Improvements are to be constructed for the development, and being of the opinion that the minimum market value contained in the foregoing Minimum Assessment Agreement appears reasonable, hereby certifies as follows: The undersigned Assessor, being legally responsible for the assessment of the property described in the foregoing Minimum Assessment Agreement, certifies that the actual value assigned to that land and improvements upon completion shall not be less than Two Million Five Hundred Fifteen Thousand and 00/ 100 Dollars ($1,995,000.00) until termination of this Minimum Assessment Agreement pursuant to the terms hereof, subject to adjustment as provided in said agreement. ___________________________ _________________________________ Date Assessor for Black Hawk County, Iowa STATE OF IOWA ) ) ss. COUNTY OF BLACK HAWK ) Subscribed and sworn to before me on___________________________________ by T.J. Koenigsfeld, Assessor for Black Hawk County, Iowa. ______________________________ Notary Public COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Noel Anderson, Community Planning and Development Director Planning & Zoning Department June 1, 2026 AGENDA ITEM TITLE Resolution approving First Amendment to the Development Agreement with Perry and Michelle Gamblin, originally executed June 3, 2024, extending the timeline by twelve months for the construction of a minimum twenty-four-foot by twenty-four-foot accessory structure, and authorizing the Mayor and City Clerk to execute said document. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION Transmitted is a resolution approving the First Amendment to the Development Agreement with Perry and Michelle Gamblin, amending the timeline for the construction of a minimum 24' X 24' accessory structure, and authorizing the Mayor and City Clerk to execute said document. The applicants are requesting additional time to construct an accessory structure on a lot that was purchased from the city, which was acquired, and the home on the site was demolished in 2009. The amendment would extend the period to substantially complete the project by 12 months, from June 3, 2026 to June 3, 2027. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION LEGAL DESCRIPTION Lot No. 10 in R. N. Cowin's Addition to the City of Waterloo, Iowa. ATTACHMENTS 1. 1st Amendment to Gamblin Development Agreement 2. Gamblin DA Recorded Documents Prepared by: John Dornoff 715 Mulberry Street, Waterloo, Iowa (319)291-4366 FIRST AMENDMENT TO DEVELOPMENT AGREEMENT This Amendment to Development Agreement (the “Amendment”) is entered into as of June 3, 2024, by and between the City of Waterloo, Iowa (“City”) and Midwest Development Co. (“Company”). RECITALS A. The developer and City are parties to that certain Development Agreement dated June 3, 2024 (the “Agreement”) concerning the development of property as described in the Agreement. The Agreement was filed in the records of the Black Hawk County Recorder on July 16, 2024, as Doc. No. 2024-17358. B. The parties desire to amend the Agreement on the terms set forth herein. NOW, THEREFORE, in consideration of the premises and of other consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereby agree to amend the Agreement as follows: 1. Paragraph 3 of the Agreement is hereby stricken in its entirety and substituted with an amended Paragraph 3 as follows: Timeliness of Construction; Possibility of Reverter. The parties agree that Developer's commitment to cause the Project to be undertaken and to construct the Improvements in a timely manner constitutes a material inducement for the City to extend the development incentives provided for in this Agreement, including but not limited to its commitment to convey the Property to Developer, and that without said commitment City would not have done so. Subject to Unavoidable Delays (defined below), the Improvements must be Substantially Completed within thirty -six (36) months after the date of the Original Agreement (the "Project Completion Date"). For purposes of this Agreement, "Substantially Completed" means that the Improvements have been completed to a state that City in its reasonable judgment considers to be complete, including but not limited to any final building inspections. 2 IN WITNESS WHEREOF, the parties have executed this First Amendment to Development Agreement as of the date first set forth above. Developers CITY OF WATERLOO, IOWA By: __________________________ By: __________________________ Perry Gamblin David Boesen, Mayor By: __________________________ By: ___________________________ Michelle M. 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Q O � CO Q' 2 W N N f6 S1 d J COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Noel Anderson, Community Planning and Development Director Planning & Zoning Department June 1, 2026 AGENDA ITEM TITLE Resolution approving a Development and Minimum Assessment Agreement with Black River Bells, LLC, for the construction of an approximately 2,000 square-foot commercial building with a minimum assessed value of $1,045,000.00, including CURA tax abatement, located at 2065 Logan Avenue, and authorizing the Mayor and City Clerk to execute said document. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION Black River Bells LLC is requesting 10 years of the graduated scale tax abatement through the CURA program for the construction of a new 2,000 square foot building for Taco Bell at 2065 Logan Avenue. The abatement schedule will start at year 2 at 70% because the building was completed in 2023 and is now applying for tax abatement. A recent change to Iowa Code requires that all commercial properties requesting abatement under an urban revitalization program, which the CURA is, require approval of a development agreement and minimum assessment agreement. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION LEGAL DESCRIPTION The East Half of Lot No. 2 in Auditor Barnes Plat No. 1 in the City of Waterloo, Black Hawk County, Iowa except that part deeded in 576 CLD 735. ATTACHMENTS 1. 2065 Logan Ave Aerial 2. Black River Bells - DA £¤63 £¤63 £¤63 Black River Bells LLC 2065 Logan Ave Waterloo, Iowa 0 30 60 90 Feet ® 2065 Logan Ave Prepared by Lexi Schneider, 715 Mulberry Street, Waterloo, IA 50703 Phone (319) 291-4366 DEVELOPMENT AGREEMENT This Development Agreement (the “Agreement”) is entered into as of _____________, 2026 by and between Black River Bells LLC (the “Company”) and the City of Waterloo, Iowa (the “City”). RECITALS A. Company is the owner of real property legally described as set forth on Exhibit “A” attached hereto (the “Property”), and Company is willing and able to finance and undertake improvements on the Property. B. City considers economic development within the City a benefit to the community and is willing for the overall good and welfare of the community to provide financial incentives so as to encourage that goal, and the City further believes that the project is in the vital and best interests of the City and that the project and such incentives are in accordance with the public purposes and provisions of applicable State and local laws and require- ments under which the project has been undertaken and is being assisted AGREEMENT NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the parties agree as follows: 1. Improvements by Company. Company shall construct an approximately 2,000 square foot building (collectively, the “Improvements”). Company agrees that the Improvements shall be constructed in accordance with the terms of this Agreement, the urban revitalization plan applicable to the Property, and all applicable City, state, and federal building codes and shall comply with all applicable City ordinances and other applicable law. City may require that Company submit specific building designs and site plans for City review and approval. Company will use its best efforts to obtain, or cause to be obtained, in a timely manner, all required permits, licenses and approvals, and will meet, in a timely manner, all requirements of all applicable local, state, and federal laws and regulations which must be obtained or met before the Improvements may be 2 lawfully constructed. The Property, the Improvements, and all development-related work to make the Property usable for Company’s purposes as contemplated by this Agreement are collectively referred to as the “Project.” 2. Timeliness of Construction; Possibility of Termination. The parties agree that Company’s commitment to undertake the Project and to construct the Improvements in a timely manner constitutes a material inducement for the City to offer the incentives provided for in this Agreement, and that without said commitment City would not do so. A. Deadlines to commence and complete. Company has begun and substantially completed construction of the Improvements. For purposes of this Agreement, “Substantially Complete” means the date on which the Improvements have been completed to the extent necessary for City to issue a certificate of occupancy relating thereto and City has also verified that any Project element for which no permit was necessary has been Substantially Completed. All deadlines are subject to Unavoidable Delays as defined in paragraph B below. B. Events triggering termination. If Company does not Substantially Complete construction of the Improvements on the schedule stated above, then City may terminate this Agreement as set forth in Section 11, and City shall then have no further obligation under this Agreement. In any circumstance where Company’s progress on the Project fails to meet the schedule stated above, then City’s Community Planning and Development Director may, but shall not be required to, consent to an extension of time of up to six (6) months for the construction of the Improvements, and if an extension is granted but construction of the Improvements has not begun within such extended period, then any further time extensions will require consent of the City Council. If development has commenced within the required period, as the same may be extended, and is subsequently stopped or delayed as a result of an act of God, war, civil disturbance, court order, labor dispute, fire, or other cause beyond the reasonable control of Company (each an “Unavoidable Delay”), the requirement that construction be completed by the Completion Deadline shall be tolled for a period of time equal to the period of Unavoidable Delay. 3. Utilities. Company will be responsible for extending water, sewer, telephone, telecommunications, electricity, gas and other utility services to any location on the Property and for payment of any associated connection fees. 4. Minimum Assessment Agreement. Company acknowledges and agrees that it will pay when due all taxes and assessments, general or special, and all other charges whatsoever levied upon or assessed or placed against the Property. Company further agrees that prior to the date set forth in Section 2 of the Minimum Assessment Agreement (the “MAA”) attached hereto as Exhibit “B” it will not seek or cause a reduction in the taxable valuation for the Property as improved pursuant to this 3 Agreement, which shall be fixed for assessment purposes, below the amount of $1,045,000.00 (the "Minimum Actual Value"), through: (a) willful destruction of the Property, the Improvements, or any part of either; (b) a request to the assessor of Black Hawk County; or (c) any proceedings, whether administrative, legal, or equitable, with any administrative body or court within the City, Black Hawk County, the State of Iowa, or the federal government. Company agrees to execute and deliver the MAA concurrently with its execution and delivery of this Agreement. 5. City Incentives. City agrees to provide the following incentives in support of the Project: A. Tax Abatement. Because the Property is located in a designated Consolidated Urban Revitalization Area (CURA), the Property is eligible for tax exemption consistent with and to the extent provided for in Iowa law, provided that Company meets all requirements to qualify for such exemption. 6. Additional Covenants of Company. In addition to the other promises, covenants and agreements of Company as provided elsewhere in this Agreement, Company agrees as follows with respect to the Improvements: A. Company agrees during construction of the Improvements and thereafter until the MAA termination date to maintain, as applicable, builder’s risk, property damage, and liability insurance coverages with respect to the Improvements in such amounts as are customarily carried by like organizations engaged in activities of comparable size and liability exposure, and shall provide evidence of such coverages to the City upon request. B. Until the Improvements are Substantially Completed, Company shall make such reports to City, in such detail and at such times as may be reasonably requested by City, as to the actual progress of Company with respect to construction of the Improvements. C. During construction of the Improvements and thereafter until the MAA termination date, Company will cooperate fully with the City in resolution of any traffic, parking, trash removal or public safety problems which may arise in connection with the construction and operation of the Improvements. D. Company will comply with all applicable land development laws and City and county ordinances, and all laws, rules and regulations relating to its businesses, other than laws, rules and regulations where the failure to comply 4 with the same or the sanctions and penalties resulting therefrom, would not have a material adverse effect on the business, property, operations, or condition, financial or otherwise, of Company. E. Until the MAA termination date, Company will maintain, preserve and keep the Property, including but not limited to the Improvements, in good repair and working order, ordinary wear and tear excepted, and from time to time will make all necessary repairs, replacements, renewals and additions. F. The Property will have a taxable value as set forth in the MAA and any amendments thereto, and Company agrees that the minimum actual value of the Property and completed Improvements as stated in the MAA and any amendments thereto will be a reasonable estimate of the actual value of the Property and Improvements for ad valorem property tax purposes. Company agrees that it will spend enough in construction of the Improvements that, when combined with the value of the Property and related site improvements, will equal or exceed the assessor’s minimum actual value for the Property and Improvements as set forth in the MAA and any amendments thereto. G. Until the MAA termination date Company agrees that (1) it will not undertake, in any other municipality in Black Hawk County, the construction or rehabilitation of any commercial property as a primary location for Company’s business operations of the type to be conducted on the Property, and (2) it will make no conveyance, lease or other transfer of the Property or any interest therein that would cause the Property or any part thereof to be classified as exempt from taxation or subject to centralized assessment or taxation by the State of Iowa. H. Company shall pay, or cause to be paid, when due, all real property taxes and assessments payable with respect to any and all parts of the Property conveyed to it. Company agrees that (1) it will not seek administrative review or judicial review of the applicability or constitutionality of any Iowa tax statute or regulation relating to the taxation of real property included within the Property that is determined by any tax official to be applicable to the Property or to Company, or raise the inapplicability or constitutionality of any such tax statute or regulation as a defense in any proceedings of any type or nature, including but not limited to delinquent tax proceedings, and (2) it will not seek any tax deferral, credit or abatement, either presently or prospectively authorized under Iowa Code Chapter 403 or 404, or any other state law, of the taxation of real property included within the Property. 7. Representations and Warranties of City. City hereby represents and warrants as follows: A. City is not prohibited from consummating the transaction contemplated in this Agreement by any law, regulation, agreement, instrument, restriction, order or judgment. 5 B. Each person who executes and delivers this Agreement and all documents to be delivered hereunder is and shall be authorized to do so on behalf of City. 8. Representations and Warranties of Company. Company hereby represents and warrants as follows: A. It has all requisite power and authority to own and operate its properties, to carry on its business as now conducted and as presently proposed to be conducted, and to enter into and perform its obligations under this Agreement. B. This Agreement has been duly and validly executed and delivered by Company and, assuming due authorization, execution and delivery by the other parties hereto, is in full force and effect and is a valid and legally binding instrument of Company that is enforceable in accordance with its terms, except as the same may be limited by bankruptcy, insolvency, reorganization or other laws relating to or affecting creditors’ rights generally. C. The execution and delivery of this Agreement, the consummation of the transactions contemplated hereby, and the fulfillment of or compliance with the terms and conditions of this Agreement are not prevented by, limited by, in conflict with, or result in a violation or breach of, the terms, conditions or provisions of any contractual restriction, evidence of indebtedness, agreement or instrument of whatever nature to which Company is now a party or by which it or its property is bound, nor do they constitute a default under any of the foregoing. D. There are no actions, suits or proceedings pending or threatened against or affecting Company in any court or before any arbitrator or before or by any governmental body in which there is a reasonable possibility of an adverse decision which could materially adversely affect the business (present or prospective), financial position, or results of operations of Company or which in any manner raises any questions affecting the validity of the Agreement or Company’s ability to perform its obligations under this Agreement. E. The financing commitments, which Company will proceed with due diligence to obtain, to finance the construction of the Improvements will be sufficient to enable Company to successfully complete construction of the Improvements as contemplated in this Agreement, subject to additional costs incurred due to Unavoidable Delays. 9. Indemnification. Company hereby releases City, its elected officials, officers, employees, and agents (collectively, the “indemnified parties”) from, covenants and agrees that the indemnified parties shall not be liable for, and agrees to indemnify, defend and hold harmless the indemnified parties against, any loss or damage to property or any injury to or death of any person occurring at or about the Property. The indemnified parties shall not be liable for any damage or injury to the persons or property of Company or its members, managers, employees, contractors or agents, or 6 any other person who may be about the Property or the Improvements, due to any act of negligence or willful misconduct of any person, other than any act of negligence or willful misconduct on the part of any such indemnified party or its officers, employees or agents. The provisions of this Section shall survive the expiration or termination of this Agreement. 10. Default. The following shall be “Events of Default” under this Agreement, and the term “Event of Default” shall mean any one or more of the following events that continues beyond any applicable cure periods: A. Failure by Company to cause the construction of the Improvements to be commenced and completed pursuant to the terms, conditions and limitations of this Agreement; B. Failure by Company to pay, before delinquency, all ad valorem property taxes levied on or against any of the Property; C. Failure by any party hereto to substantially observe or perform any covenant, condition, obligation or agreement on its part to be observed or performed under this Agreement; D. Company (1) files any petition in bankruptcy or for any reorganization, arrangement, composition, readjustment, liquidation, dissolution, or similar relief under the federal bankruptcy law or any similar state law; (2) makes an assignment for the benefit of its creditors; (3) admits in writing its inability to pay its debts generally as they become due; (4) is adjudicated a bankrupt or insolvent; or if a petition or answer proposing the adjudication of Company as a bankrupt or its reorganization under any present or future federal bankruptcy act or any similar federal or state law shall be filed in any court and such petition or answer shall not be discharged or denied within ninety (90) days after the filing thereof; or a receiver, trustee or liquidator of Company, or part thereof, shall be appointed in any proceedings brought against Company and shall not be discharged within ninety (90) days after such appointment, or if Company shall consent to or acquiesce in such appointment; or (5) defaults under any mortgage applicable to any of Property. E. Any representation or warranty made by Company in this Agreement, or made by Company in any written statement or certificate furnished by Company pursuant to this Agreement, shall prove to have been incorrect, incomplete or misleading in any material respect on or as of the date of the issuance or making thereof. 11. Remedies. A. Default by Company. Whenever any Event of Default in respect of Company occurs and is continuing, the City may terminate this Agreement. Before exercising such remedy, City shall give 30 days’ written notice to 7 Company of the Event of Default, provided that by the conclusion of such period the Event of Default shall not have been cured, or the Event of Default cannot reasonably be cured within 30 days and Company shall not have provided assurances reasonably satisfactory to the City that the Event of Default will be cured as soon as reasonably possible. Upon termination, City may exercise any and all remedies available at law, equity, contract or otherwise for recovery of any sums paid by City to Company, if any, before the date of termination as set forth in this Agreement. B. Default by City. Whenever any Event of Default in respect of City occurs and is continuing, Company may take such action against City to require it to specifically perform its obligations hereunder. Before exercising such remedy, Company shall give 30 days’ written notice to City of the Event of Default, provided that by the conclusion of such period the Event of Default shall not have been cured, or if the Event of Default cannot reasonably be cured within 30 days and City shall not have provided assurances reasonably satisfactory to the Company that the Event of Default will be cured as soon as reasonably possible. C. Remedies under this Agreement shall be cumulative and in addition to any other right or remedy given under this Agreement or existing at law or in equity or by statute. Waiver as to any particular default, or delay or omission in exercising any right or power accruing upon any default, shall not be construed as a waiver of any other or any subsequent default and shall not impair any such right or power. 12. Materiality of Company’s Promises, Covenants, Representations, and Warranties. Each and every promise, covenant, representation, and warranty set forth in this Agreement on the part of Company to be performed is a material term of this Agreement, and each and every such promise, covenant, representation, and warranty constitutes a material inducement for City to enter this Agreement. Company acknowledges that without such promises, covenants, representations, and warranties, City would not have entered this Agreement. Upon breach of any promise or covenant, or in the event of the incorrectness or falsity of any representation or warranty, City may, at its sole option and in addition to any other right or remedy available to it, terminate this Agreement and declare it null and void. 13. Performance by City. Company acknowledges and agrees that all of the obligations of City under this Agreement shall be subject to, and performed by City in accordance with, all applicable statutory, common law or constitutional provisions and procedures consistent with City’s lawful authority. All covenants, stipulations, promises, agreements and obligations of City contained in this Agreement shall be deemed to be the covenants, stipulations, promises, agreements and obligations of City and not of any governing body member, officer, employee or agent of City in the individual capacity of such person. 8 14. No Third-Party Beneficiaries. No rights or privileges of any party hereto shall inure to the benefit of any contractor, subcontractor, material supplier, or any other person or entity, and no such contractor, subcontractor, material supplier, or other person or entity shall be deemed to be a third-party beneficiary of any of the provisions of this Agreement. 15. Notices. Any notice under this Agreement shall be in writing and shall be delivered in person, by overnight air courier service, by United States registered or certified mail, postage prepaid, or by facsimile (with an additional copy delivered by one of the foregoing means), and addressed: (a) if to City, at 715 Mulberry Street, Waterloo, Iowa 50703, facsimile number 319-291-4571, Attention: Mayor, with copies to the City Attorney and the Community Planning and Development Director. (b) if to Company, at Black River Bells LLC, 7915 Kensington Ct, Brighton, MI 48116 Delivery of notice shall be deemed to occur (i) on the date of delivery when delivered in person, (ii) one (1) business day following deposit for overnight delivery to an overnight air courier service which guarantees next day delivery, (iii) three (3) business days following the date of deposit if mailed by United States registered or certified mail, postage prepaid, or (iv) when transmitted by facsimile so long as the sender obtains written electronic confirmation from the sending facsimile machine that such transmission was successful. A party may change the address for giving notice by any method set forth in this Section. 16. No Joint Venture. Nothing in this Agreement shall, or shall be deemed or construed to, create or constitute any joint venture, partnership, agency, employment, or any other relationship between the City and Company nor to create any liability for one party with respect to the liabilities or obligations of the other party or any other person. 17. Amendment, Modification, and Waiver. No amendment, modification, or waiver of any condition, provision, or term of this Agreement shall be valid or of any effect unless made in writing, signed by the party or parties to be bound or by the duly authorized representative of same, and specifying with particularity the extent and nature of the amendment, modification, or waiver. Any waiver by any party of any default by another party shall not affect or impair any rights arising from any subsequent default. 18. Severability; Reformation. Each provision, section, sentence, clause, phrase, and word of this Agreement is intended to be severable. If any portion of this Agreement shall be deemed invalid or unenforceable, whether in whole or in part, the offending provision or part thereof shall be deemed severed from this Agreement and the remaining provisions of this Agreement shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any portion of this Agreement is invalid or unenforceable as written, but that by limiting such provision or 9 portion thereof it would become valid and enforceable, then such provision or portion thereof shall be deemed to be written, and shall be construed and enforced, as so limited. 19. Captions. All captions, headings, or titles in the paragraphs or sections of this Agreement are inserted only as a matter of convenience and/or reference, and they shall in no way be construed as limiting, extending, or describing either the scope or intent of this Agreement or of any provisions hereof. 20. Interpretation. This Agreement shall not be construed more strictly against one party than against the other merely by virtue of the fact that it may have been prepared by counsel for one of the parties, it being recognized that the parties hereto and their respective attorneys have contributed substantially and materially to the preparation of each and every provision of this Agreement. 21. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives. 22. Counterparts. This Agreement may be executed in multiple counterparts, each of which shall be deemed an original and all of which, taken together, shall constitute one and the same instrument. 23. Entire Agreement. This Agreement, together with the exhibits attached hereto, constitutes the entire agreement of the parties and supersedes all prior or contemporaneous negotiations, discussions, understandings, or agreements, whether oral or written, with respect to the subject matter hereof. 24. Time of Essence. Time is of the essence of this Agreement. IN WITNESS WHEREOF, the parties have executed this Development Agreement by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA Black River Bells LLC By: ___________________________ By: __________________________ David Boesen, Mayor Clint Lyders Managing Member Attest: _________________________ Kelley Felchle, City Clerk EXHIBIT “A” Legal Description of Property The East Half of Lot No. 2 in Auditor Barnes Plat No. 1 in the City of Waterloo, Black Hawk County, Iowa except that part deeded in 576 CLD 735. EXHIBIT “B” MINIMUM ASSESSMENT AGREEMENT This Minimum Assessment Agreement (the “Agreement”) is entered into as of _______________, 2026, by and among the CITY OF WATERLOO, IOWA (“City”), Black River Bells LLC (“Company”), and the COUNTY ASSESSOR of the City of Waterloo, Iowa (“Assessor”). WITNESSETH: WHEREAS, on or before the date hereof the City and Company have entered into a development agreement (the “Development Agreement”) regarding certain real property (the “Property”), described in Exhibit “A” thereto, located in the City; and WHEREAS, it is contemplated that pursuant to the Development Agreement, the Company will undertake the development of a property within a designated urban revitalization area of the City, including the construction of certain improvements as described in the Development Agreement (the “Minimum Improvements”) on the Property (the “Project”); and WHEREAS, pursuant to Iowa Code § 404.3C, the City and the Company desire to establish a minimum actual value for the Property and the Minimum Improvements to be constructed thereon by Company pursuant to the Development Agreement, which shall be effective upon substantial completion of the Project and from then until this Agreement is terminated pursuant to the terms herein and which is intended to reflect the minimum actual value of the land and buildings as to the Project only; and WHEREAS, the City and the Assessor have reviewed the preliminary plans and specifications for the Minimum Improvements which the parties contemplate will be erected as a part of the Project. NOW, THEREFORE, the parties hereto, in consideration of the promises, covenants, and agreements made by each other, do hereby agree as follows: 1. Upon substantial completion of construction of the Minimum Improvements by Company, the minimum actual taxable value which shall be fixed for assessment purposes for the Property and Minimum Improvements to be constructed thereon by Company as a part of the Project shall not be less than $1,045,000.00 (the “Minimum Actual Value”) until termination of this Agreement. The parties hereto agree that construction of the Minimum Improvements will be substantially completed by the date set forth in the Development Agreement, and in any case if the Minimum Improvements are not substantially completed by December 31, 2026 the parties agree to execute an amendment to this Agreement that will extend the date specified in Section 2 below. 2. The Minimum Actual Value herein established shall be of no further force and effect, and this Minimum Assessment Agreement shall terminate, on December 31, 2 2038. The Minimum Actual Value shall be maintained during such period regardless of: (a) any failure to complete the Minimum Improvements; (b) destruction of all or any portion of the Minimum Improvements; (c) diminution in value of the Property or the Minimum Improvements; or (d) any other circumstance, whether known or unknown and whether now existing or hereafter occurring. 3. Company shall pay, or cause to be paid, when due, all real property taxes and assessments payable with respect to all and any parts of the Property and the Minimum Improvements pursuant to the provisions of this Agreement and the Development Agreement. Such tax payments shall be made without regard to any loss, complete or partial, to the Property or the Minimum Improvements, any interruption in, or discontinuance of, the use, occupancy, ownership or operation of the Property or the Minimum Improvements by Company or any other matter or thing which for any reason interferes with, prevents or renders burdensome the use or occupancy of the Property or the Minimum Improvements. 4. Company agrees that its obligation to make the tax payments required hereby, to pay the other sums provided for herein, and to perform and observe its other agreements contained in this Agreement shall be absolute and unconditional obligations of Company (not limited to the statutory remedies for unpaid taxes) and that Company shall not be entitled to any abatement or diminution thereof, or set off therefrom, nor to any early termination of this Agreement for any reason whatsoever. 5. Nothing herein shall be deemed to waive the Company’s rights under Iowa Code § 404.3C to contest that portion of any actual value assignment made by the Assessor in excess of the Minimum Actual Value established herein. In no event, however, shall the Company seek or cause the reduction of the actual value assigned below the Minimum Actual Value established herein during the term of this Agreement. Nothing herein shall limit the discretion of the Assessor to assign at any time an actual value to the land and Minimum Improvements in excess of the Minimum Actual Value. 6. Company agrees that during the term of this Agreement it will not: (a) seek administrative review or judicial review of the applicability or constitutionality of any Iowa tax statute relating to the taxation of property contained as a part of the Property or the Minimum Improvements determined by any tax official to be applicable to the Property or the Minimum Improvements, or raise the inapplicability or constitutionality of any such tax statute as a defense in any proceedings, including delinquent tax proceedings; or (b) seek any tax deferral, credit or abatement, either presently or prospectively authorized under Iowa Code Chapter 403 or 404, or any other state law, of the taxation of real property, including improvements and fixtures thereon, contained in the Property or the Minimum Improvements; or (c) request the Assessor to reduce the Minimum Actual Value; or 3 (d) appeal to the board of review of the city, county, state or to the Director of Revenue of the State of Iowa to reduce the Minimum Actual Value; or (e) cause a reduction in the actual value or the Minimum Actual Value through any other proceedings. 7. This Agreement shall be promptly recorded by the City with the Recorder of Black Hawk County, Iowa. The City shall pay all costs of recording. 8. Neither the preambles nor provisions of this Agreement are intended to, or shall be construed as, modifying the terms of the Development Agreement. 9. Each provision, section, sentence, clause, phrase, and word of this Agreement is intended to be severable. If any portion of this Agreement shall be deemed invalid or unenforceable, whether in whole or in part, the offending provision or part thereof shall be deemed severed from this Agreement and the remaining provisions of this Agreement shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any portion of this Agreement is invalid or unenforceable as written, but that by limiting such provision or portion thereof it would become valid and enforceable, then such provision or portion thereof shall be deemed to be written, and shall be construed and enforced, as so limited. 10. This Agreement shall inure to the benefit of and be binding upon the successors and assigns of the parties, including but not limited to future owners of the Project property. IN WITNESS WHEREOF, the parties have executed this Minimum Assessment Agreement by their duly authorized representatives as of the date first set forth above. [signatures on next page] 4 CITY OF WATERLOO, IOWA BLACK RIVER BELLS LLC By: _________________________ By: _________________________ David Boesen, Mayor Clint Lyders Managing Member By: __________________________ Kelley Felchle, City Clerk STATE OF IOWA ) ) ss. COUNTY OF BLACK HAWK ) On this ______ day of _______________, 2026, before me, a Notary Public in and for the State of Iowa, personally appeared David Boesen and Kelley Felchle, to me personally known, who being duly sworn, did say that they are the Mayor and City Clerk, respectively, of the City of Waterloo, Iowa, a municipal corporation, created and existing under the laws of the State of Iowa, and that the seal affixed to the foregoing instrument is the seal of said municipal corporation, and that said instrument was signed and sealed on behalf of said municipal corporation by authority and resolution of its City Council, and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipal corporation by it and by them voluntarily executed. _________________________________ Notary Public STATE OF IOWA ) ) ss. COUNTY OF BLACK HAWK ) Subscribed and sworn to before me on _________________, 2026 by Clint Lyders as Managing Member of Black River Bells, LLC. _______________________________ Notary Public CERTIFICATION OF ASSESSOR The undersigned, having reviewed the plans and specifications for the Minimum Improvements to be constructed and the market value assigned to the land upon which the Minimum Improvements are to be constructed for the development, and being of the opinion that the minimum market value contained in the foregoing Minimum Assessment Agreement appears reasonable, hereby certifies as follows: The undersigned Assessor, being legally responsible for the assessment of the property described in the foregoing Minimum Assessment Agreement upon completion of the improvements to be made on it, certifies that the actual value assigned to the land and improvements upon completion shall not be less than One Million and Fourty-Five Thousand and 00/100 Dollars ($1,045,000.00) until termination of this Minimum Assessment Agreement pursuant to the terms hereof, subject to adjustment as provided in said agreement. _______________________________ Assessor for Black Hawk County, Iowa _____________________ Date STATE OF IOWA ) ) ss. COUNTY OF BLACK HAWK ) Subscribed and sworn to before me on ________________, 2025 by T.J. Koenigsfeld, Assessor for Black Hawk County, Iowa. _______________________________ Notary Public COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Noel Anderson, Community Planning and Development Director Planning & Zoning Department June 1, 2026 AGENDA ITEM TITLE Resolution approving a Development and Minimum Assessment Agreement with Highlands Enterprises, LLC, for the renovation of property located at 4000 University, including fifteen years at fifty percent rebates and a minimum assessed value of $5,500,000.00, and authorizing the Mayor and City Clerk to execute said documents. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION Highlands Enterprises LLC is partnering with the City through a Development Agreement for the renovation of 4000 University for a new tenant. The City is offering 15 years at 50% rebates. The Minimum Assessed Value will be $5,500,000.00. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES University TIF ALTERNATIVE ACTION LEGAL DESCRIPTION See attached ATTACHMENTS 1. 4000 University Legal Description EXHIBIT "A" LEGAL DESCRIPTION PART OF LOTS 1, 2, AND 4 AND ALL OF LOT 3 OF CENTENNIAL SECOND ADDITION IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA, AS RECORDED IN PLAT BOOK I AT PAGE 87 IN THE OFFICE OF THE COUNTY RECORDER, BLACK HAWK COUNTY, IOWA AND ALL OF LOTS 3 AND 4 IN CENTENNIAL ADDITION IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA, AS RECORDED IN PLAT BOOK H AT PAGE 132 IN THE OFFICE OF THE COUNTY RECORDER, BLACK HAWK COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 3 OF CENTENNIAL ADDITION; THENCE SOUTH 88050'12" WEST 200.80 FEET ON THE SOUTH LINE TO THE SOUTHWEST CORNER OF SAID LOT 3 OF CENTENNIAL ADDITION, ALSO BEING A POINT ON THE EAST LINE OF SAID LOT 4 OF CENTENNIAL SECOND ADDITION; THENCE SOUTH 00009'45" WEST 211.20 FEET ON SAID EAST LINE TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF UNIVERSITY AVENUE; THENCE NORTH 73050'52" WEST 310.96 FEET ON SAID RIGHT-OF-WAY LINE TO A POINT ON THE WEST LINE OF SAID LOT 4 OF CENTENNIAL SECOND ADDITION; THENCE NORTH 00000'08" WEST 307.00 FEET ON SAID WEST LINE TO THE NORTHWEST CORNER OF SAID LOT 4 OF CENTENNIAL SECOND ADDITION, ALSO BEING A POINT ON THE SOUTH LINE OF SAID LOT 2 OF CENTENNIAL SECOND ADDITION; THENCE NORTH 89020'20" WEST 2.66 FEET ON SAID SOUTH LINE TO A POINT THAT IS COMMON WITH SAID LOT 2 OF CENTENNIAL SECOND ADDITION; THENCE NORTH 38038'02" WEST 97.16 FEET ON A LINE THAT IS COMMON WITH SAID LOT 2 OF CENTENNIAL SECOND ADDITION TO A POINT THAT IS COMMON WITH SAID LOT 2 OF CENTENNIAL SECOND ADDITION; THENCE NORTH 00002'27" EAST 69.93 FEET; THENCE SOUTH 89059'58" EAST 85.08 FEET; THENCE NORTH 00000'03" WEST 299.83 FEET TO A POINT THAT IS ON THE SOUTH LINE OF ACORN ADDITION IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA, AS RECORDED AS DOCUMENT 2004-00011179 IN THE OFFICE OF THE COUNTY RECORDER, BLACK HAWK COUNTY, IOWA; THENCE SOUTH 89042'35" EAST 478.50 FEET ON SAID SOUTH LINE TO A POINT THAT IS ON THE EAST LINE OF SAID LOT 1 OF CENTENNIAL SECOND ADDITION; THENCE SOUTH 00001'23" WEST 621.49 FEET ON SAID EAST LINE, THE EAST -LINE OF SAID LOTS 2 AND 3 OF CENTENNIAL SECOND ADDITION AND THE EAST LINE SAID LOTS 4 AND 3 OF CENTENNIAL ADDITION TO THE POINT OF BEGINNING, CONTAINING 8.35 ACRES AND IS SUBJECT TO ANY AND ALL EASEMENTS, BE THEY OF RECORD OR NOT. FOR THIS SURVEY THE SOUTH LINE OF SAID LOT 3 OF CENTENNIAL ADDITION WAS ASSUMED TO BEAR SOUTH 88050'12" WEST. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Noel Anderson, Community Planning and Development Director Building Department June 1, 2026 AGENDA ITEM TITLE Resolution approving a Contract with Midwest Cleaning Pros, of Waverly, Iowa, in the amount of $103,848.00 annually, in conjunction with the cleaning of City Hall, Carnegie Annex, Waterloo Police Training Center, Veteran's Memorial Hall, and Parking Ramp attached to the Waterloo Building, and authorizing the Mayor and City Clerk to execute said document. RECOMMENDED COUNCIL ACTION Approve SUMMARY STATEMENT AND BACKGROUND INFORMATION Resolution approving a Janitorial Contract with Midwest Cleaning Pros of 1527 Garden Avenue, Waverly, IA 50677, in the amount of $103,848.00 annually, in conjunction with the daily cleaning of City Hall, Carnegie Annex, Police Training Center, Vet Memorial Hall, Parking Ramp Enclosure attached to the Waterloo Building, and authorizing the Mayor and City Clerk to execute said document. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Midwest Cleaning Pros Janitorial Estimate ESTIMATE Midwest Cleaning Pros LLC 1527 Garden Ave Waverly, IA50677-9124 Bill to City of Waterloo City of Waterloo 715 Mulberry Waterloo, IA 50702 Estimate details Estimate no.:1033 Estimate date:04/13/2026 # Service Date Product/service fo@midwestcleaningpros.com +1 (319) 883-4760 mldwestcleani ngpros.com General Commercial and Office Cleaning Note to customer Prepared For: City of Waterloo 715 Mulberry Street Waterloo, IA Facility Size: Approximately 44,000 square fee[ Service Frequency: Monday through Friday StdfFlng Plan: 2 cleaners for 3 hours per visit Total of 6labor hours per day Description Qty Rate Amount Provide janitorial cleaning services 1 $4,662.00 $4,662.00 for City of Waterloo City Hall, located at 715 Mulberry Street, Waterloo, IA. Service includes routine daily cleaning Monday through Friday for approximately 44,000 square feet. Staffing is based on 2 cleaners working 3 hours per visit, for a total of 6labor hours per day. Monthly service rate: $4,662,00 total $4,662.00 ESTIMATE Midwest Cleaning Pros LLC 1527 Garden Ave Waverly, IA 50677-9124 Bill to City of Waterloo 620 Mulberry Street Waterloo IA 50702 Estimate details Estimate no.:1034 Estimate date: 04/13/2026 # Service Date Product/service info@midwestcleaningpros.com +1 (319) 883-4760 mi dwestcl ea ni ngpros.com 1. Daily Cleaning Service + + Midwest +G I V`0� Description Qty Rate Amount Provide janitorial cleaning services 1 $2,849.00 $2,849.00 for Carnegie Annex, located at 620 Mulberry Street, Waterloo, IA. Service includes routine cleaning for approximately 9,000 square feet. Staffing is based on 2 cleaners working 2 hours per visit, for a total of 4labor hours per cleaning. Monthly service rate: $2,849, total $2,849.00 Note to customer Prepared For: City of Waterloo 715 Mulberry Street Waterloo, IA Facility Size: Approximately 9,000 square feet Service Frequency: Monday through Friday Staffing Plan: 2 cleaners for 2 hours per visit Total of 4labor hours per day Accepted date Accepted by ESTIMATE Midwest CleaningPros LLC info@midwestcleaningpros.com 1527 Garden Ave +1 (319) 883-4760 Waverly, IA50677-9124 midwestcieaningpros.com IAn to City of Waterloo City of Waterloo 715 Mulberry Waterloo, IA 50702 Estimate details Estimate no.: 1035 Estimate date:04/13/2026 # Service Date Product/service Description General Commercial and Office Cleaning Note to customer Prepared For: City of Waterloo 715 Mulberry Street Waterloo, IA Facility Size: Approximately 8,000 square fee[ Service Frequency: Twice a month Staffing Plan: 2 cleaners for 1.5 hours per visit Providejanitorial cleaning services for the Waterloo Police Training Center, located at 348 K Elk Run Road, Waterloo, IA. Service includes routine cleaning performed twice per month. Staffing is based on 2 cleaners working 1.5 hours per visit, for a total of 3labor hours per cleaning. Monthly service rate: $502.00, Total Qty Rate Amount Ssoz.00 $soz.00 $502.00 ESTIMATE Midwest Cleaning Pros LLC 1527 Garden Ave Waverly, IA 50677-9124 Bill to City of Waterloo City of Waterloo 715 Mulberry Waterloo, IA 50702 Estimate details Estimate no.:1037 Estimate date:04/13/2026 # Service Date ProducVservice fo@midwestcleaningpros.com +i (319) 883-4760 m1dwestclea ni ngpros.com 1. Monthly Cleaning Service Note to customer Prepared For: City of Waterloo 715 Mulberry Street Waterloo, IA Project: Memorial Hall Event Center Facility Size: Approximately 44,000 square feet Service Frequency: Monthly Staffing Plan: 2 cleaners for 1.5 hours per visit Description Qty Rate Amount Scope Summary: 1 $175.00 $175.00 Janitorial cleaning services for Memorial Hail at 104 W. 5th Street, Waterloo, IA. Services to be performed once per month by a 2- person crew working up to 2 hours per visit. Total monthly price: $175.00. Total $175.00 ESTIMATE Midwest Leaning Pros LLC Info@midwestcleaningpros.com 1527 Garden Ave +1 (319) 8834760 Waverly, IA 50677-9124 midwestcleaningpros.com alu to City of Waterloo City of Waterloo 715 Mulberry Waterloo, IA 50702 Estimate details Estimate no.:1036 Estimate date: 04/13/2026 # Service Date Product/service Description General Commercial and Office Cleaning Midwest +(�Aaw'' QvOS Weekly cleaning services for [he Parking Ramp Enclosure attached to the Waterloo Building, covering approximately 4,000 square feet. Services to Include sweeping and mopping all floors, picking up any trash, vacuuming all carpeted floors, and dusting handrails. Staffing is based on a 2-person crew working 1.5 hours per visit. Total monthly price: $466.00. Total Note to customer Prepared For: City of Waterloo City Hall 715 Mulberry Street Waterloo, IA Project: Weekly Janitorial Cleaning Services Staffing Plan: 2 cleaners for 1.5 hours per visit Qty Rate Amount $466.00 $466.00 $466.00 Aaepted date Accepted by cc �yQ�✓,�l Scope of Work 0 3, Janitorial Cleaning Services City of Waterloo City Hall 715 Mulberry Street, Waterloo, IA Project Description Provide janitorial cleaning services for the City of Waterloo City Hall, located at 715 Mulberry Street, Waterloo, Iowa. Services shall include routine daily janitorial cleaning for approximately 44,000 square feet of office and public -use space. Service Schedule Cleaning services shall be performed Monday through Friday, excluding City -observed holidays unless otherwise requested. Staffing Service shall be staffed by two (2) cleaners per visit, with each cleaner working three (3) hours per visit, for a total of six (6) labor hours per day. Scope of Services Routine janitorial services shall include, but not be limited to, the following: • Empty trash and replace liners as needed • Dust and wipe accessible surfaces • Clean and sanitize restrooms, including toilets, urinals, sinks, mirrors, counters, and dispensers • Replenish restroom consumables as needed, if supplied by the City • Sweep, vacuum, and/or mop floors as appropriate • Spot clean doors, glass, and high -touch surfaces • Clean breakrooms and kitchenette areas, including counters, sinks, and exterior appliance surfaces • Maintain lobby, hallway, office, meeting room, and common area cleanliness • Report any maintenance issues, damages, or supply shortages observed during service Ow\ndaX %a A vow% IN This Janitorial Sorvioos Agtaanrant (the "Agreoment') catorediuto as of Septemborh, 201%by and between tiro City of Waterloo, Iowa ("City") and Midwest Janitorial8orvlce, Inn. ("Company") is amended to increase monthly compensation, Ali other toxins and conditiotrs remain unehanged. Its Amencinient will be effective September 14 2023 through Augast 31, 2025, City shall have the option to extend the term £or• an addidoaal period of one, two or three years. Pricing dining any renewal period shall besubject, tothe mutual written eonsontofbothpuflm 13ithorpattytnay torminato No Agreement at any Hwo by delivery ofthlrly 00) days' advaaco written notice to the other patty, or otherwise as set Perth in this Agreement• 2. Comnensafion: Company will invoice City monthly for services as set forth below and on Attaoliment A City wilt remit payment withbt 30 days, City is an exempt entity and does not pay sales tax or late tees. Yeae 1: 2023.202A Gityl3a]t $ b,164.17 parmontkr Carrragio Annex $1,2b2.11 per month. Wee TvalaingCenter $ 410,25parmouth Memorial hall $ 457,41 poi month Waste Management $ 2000A9 nth Parking Ramp $ 196.85 pax month �'otal: $10,859.49 par month Xcar•2: 2024.2025 CltyHall $ 6,423.52 per mouth CarnogioAwtex $1,338.55 pormonth Pclico'ITaU»ngCentel $ 4$8,00pormoath Memorial Hall $ 503,60parrnoath Waste Management Parking Ramp $ 210.45pormonth g� 9310 /Z Totat: $11,399.62 per month *Xhicipg is conitngont on consumable pricing. AtlinafmDnt Per I1llPerWOA InardaaeS may be needed. If City requests additional sorvices, the following ohargea will apply: ' t $45,00 hourly tote per supervisor, $35.00 hourly rate per employee, N WXx;NBSS WIlf31ik10I; the parties have executed thie Janitorial Services Amendment by their ditty uutkoriaed represenGrtivos as ofthe dote $rsi sot forth aUove. CITY OIr WATBRI.CIC), IOWAUIM Attest: �Cfey 'L'efc(tCe MIT1W135T TAAIITOR..TAj.L�SkiI2VXt�~1�3+5, pINC, TIt1e111 From: Bridgett Wood Sent: Tuesday, April 28, 2026 9:58 AM To: GREG AHLHELM Cc: NOEL ANDERSON Subject: RE: Cleaning Quote The purchasing policy says that it is preferred but not required. COiuti'ETITgVE BIIfl)IlVG NOT RE42UIItElD FOR PROFESSYGNAL SERVICE CONTRACTS: Aitliougii bidding is preferred when obtaining professional services, this Policy does not require it. Professional services may ttuY1 on subjective elements that are not susceptible to formidation in the bidding process. Bridgett lA/ood Finance Director 715 Mulberry St. Waterloo, IA 50703 CITY OF WATERLOO 0:319-291-4323 From: GREG AHLHELM <GREG.AHLHELM@WATERLOO-IA.ORG> Sent: Tuesday, April 28, 2026 9:54 AM To: Bridgett Wood <Bridgett.Wood@WATERLOO-IA.ORG> Cc: NOEL ANDERSON <NOEL.ANDERSON@WATERLOO-IA.ORG> Subject: Cleaning Quote Hi Bridgett, I have a quote submitted from a new cleaning company that came in cheaper than the current company's annual fees. Since this is a professional service do I need to obtain a second quote or not? Thanks, Greg Ahlhelm Building ®fficial Building Department 715 Mulberry St. CITY OF WATERLOO 0:319-291-4319 COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Noel Anderson, Community Planning and Development Director Planning & Zoning Department June 1, 2026 AGENDA ITEM TITLE Resolution approving an Acquisition Contract and accepting a deed to sell real property to the City of Waterloo, from Jonathan Swarts a/k/a Jonathon Swartz, in the amount of $60,000.00, for property located at 1708 and 1716 Lafayette Street and the lot between, and authorizing the Mayor and City Clerk to execute said documents. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The City of Waterloo is requesting to purchase property at 1708, 1716 Lafayette Street and the property between the two addresses for future development. The properties are located in the former Rath Packing Plant area. The area has seen a lot of redevelopment over the past decade with the moving of Crystal Distribution and their multiple expansions, and the creation of the Human Services Campus. These lots are expected to be highly sought after for development. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES Rath TIF ALTERNATIVE ACTION LEGAL DESCRIPTION Lots 11, 12, and 13 in Block 1, "Morning Side Addition", in Waterloo, Iowa. ATTACHMENTS 1. Acquisition Contract Swarts 2. Swarts Acquisitions Aerial ACQUISITION CONTRACT This ACQUISITION CONTRACT (the "Contract") is entered into as of , 202_, by and between Jonathan Swarts a/k/a Jonathon Swartz ("Seller') and the City of Waterloo, Iowa ("Buyer" or "City"). 1. Identification of Property; Sale. Seller agrees to sell to Buyer, and Buyer agrees to buy, the real estate in the City of Waterloo known as Tax Parcel 8913-25-283-008, Tax Parcel 8913-25-283-009, and Tax Parcel 8913-25-283-010, the legal description of each being set forth in the attached Exhibit A (the "Property'). The Property also includes, if applicable, all estates, rights, title and interests, including all easements, and all advertising devices and the right to erect such devices as are located thereon. 2. Possession Prior to Closing. Possession of the Property is the essence of this Contract, and Buyer may enter and assume full use and enjoyment of the Property pursuant to and in accordance with the terms of this Contract. Seller grants Buyer the immediate right to enter the Property for the purpose of gathering survey and soil data and for any other lawful and reasonable purposes. Seller may surrender possession of the Property or any part thereof prior to the time at which it has hereinafter agreed to do so and agrees to give Buyer ten (10) days notice of Seller's intention to do so by calling Buyer at (319) 291-4366, 3. Purchase Price. The Purchase as stated below, to be delivered to Seller satisfaction of the Buy's contingencies, if any: A. Tax Parcel 8913-25-283-008: B. Tax Parcel 8913-25-283-009: C. Tax Parcel 8913-25-283-010: Price shall be due and payable in full at closing upon performance of Seller's obligations and $20,000.00 $20,000.00 $20,000.00 4. Possession. Possession of the Property shall be delivered to Buyer at closing, which shall occur on a date to be determined by the parties hereafter, but in any event after the approval of title by Buyer and satisfaction or waiver of contingencies, if any. No later than the closing date, Seller shall remove from the Property all of its personal property, trash, and debris of any type that is not a structure or a fixture. Within said time Seller shall also remove all hazardous materials and/or substances from the Property on or above the ground surface, including but not limited to barrels, cans, or bottles of any kind. 5. Tenants. Seller warrants that there are no tenants on the Property holding under a lease or otherwise in possession of the Property. 5. Post -Closing Salvage License. Subject to applicable federal, state, and local laws and regulations (including ordinances and codes) (hereinafter, collectively, "Applicable Lavd'), Seller is granted a limited and revocable license to enter the Property for a period of thirty (30) days following the date of Closing (the "Salvage Period") for the purpose of removing fixtures, items, and/or material from the Property. However, this License shall not be effective unless and until Seller provides notice to the City as to the activities anticipated to be performed and the fixtures, items, and/or material that are anticipated to be removed. Upon request by the City, Seller shall provide an inventory or itemized list of all fixtures or items actually removed from the Property. The City shall be permitted to revoke this License at any time upon oral or written notice to Seller. The City retains the right to entry and access with respect to the Property during the Salvage Period. Seller shall perform all removal activities in a safe and workmanlike manner and in compliance with Applicable Law. Seller shall not take any action or perform any work on or about the Property that would create, cause, or contribute to any Environmental Hazard. The term 'Environmental Hazard" means any condition on the Property that (i) constitutes a violation of applicable environmental law, (ii) requires reporting, remediation, or response action under applicable law, or (iii) poses a material risk of harm to human health or the environment, including the presence, release, or threatened release of any Hazardous Substance. The grant of this License shall not be construed as a representation or warranty by City that the removal of any particular fixture, item, or material from the Property is lawful or permissible under Applicable Law and shall not be construed as constituting the issuance or grant of an otherwise required permit or approval. Seller shall be responsible for determining the lawfulness of his activities taken in connection with this License, and Seller shall at all times and in all respects comply with all Applicable Law, including but not limited, obtaining any necessary or required permits or approvals. Seller acknowledges and agrees that the City is granting this License solely as an accommodation upon the request of Seller and makes no representations or warranties of any kind regarding the condition of the Property or its suitability for the activities contemplated by the Salvage License. The Property is accepted for purposes of the Salvage License in its "AS IS, WHERE IS, WITH ALL FAULTS" condition. Seller acknowledges that the Property may contain hazardous conditions, including but not limited to structural deficiencies, exposed materials, or unsafe systems, and Seller assumes all risks associated with entry and activities conducted thereon. Seller further acknowledges that City has no obligation or duty to take any action with respect to the Property to facilitate Seller's entry onto the Property or Seller's removal activities. Seller shall indemnify, defend, and hold harmless Buyer, the City of Waterloo, Iowa, and its officers, employees, agents, and representatives from and against any and all claims, damages, losses, liabilities, costs, and expenses (including reasonable attorney fees) arising out of or related to (i) Seller's entry upon the Property, (ii) the removal of any items by or on behalf of Seller, (iii) any injury to persons (including death) or damage to property occurring in connection with the Salvage License, and (iv) any violation of applicable laws, ordinances, or regulations by Seller. The terms, duties, and obligations in this Section, including the indemnification duties and obligations, shall survive Closing and expiration or revocation of the License. 7. Abstract; Seller Obligations; Warranty Deed. Seller will furnish and deliver to Buyer an abstract of title continued to a date within thirty (30) days before the closing date, showing merchantable title to the Property in Seller in conformity with this Contract, Iowa law, and title standards of the Iowa State Bar Association. Seller agrees to pay the cost of abstract continuation, or creation, as necessary. Seller agrees to obtain court approval of this Contract, if requested by the Buyer, if title to the Property becomes an asset of any estate, trust, conservatorship or guardianship. Seller agrees to pay court approval costs and all other costs necessary to transfer the Property to the Buyer. Seller agrees to pay all encumbrances, claims, liens and assessments against the Property, including all taxes and special assessments prorated to the closing date as required by Section 427.2 of the Code of Iowa, agrees to warrant merchantable title, and shall convey the Property to Buyer by warranty deed, free and clear of all liens, restrictions, and encumbrances except as provided in this Contract. Be Joint Tenancy. If the Seller holds title to the Property in joint tenancy with full rights of survivorship and not as tenants in common at the time of this Contract, Buyer will pay any remaining proceeds to the survivor of that joint tenancy and will accept title solely from that survivor, provided the joint tenancy has not been destroyed by operation of law or acts of the Seller. 9. Contract Binding. This Contract shall apply to and bind the legal successors in interest of the Seller. 10. Enforcement; Damages. The terms, duties, and obligations of this Contract shall survive Closing and conveyance of the Property and shall be enforceable by appropriate legal process or action, and damages for a breach or violation of this Contract shall be available to either party following Closing and conveyance of the Property. In the event of the commencement of a legal proceeding or action in connection with this Contract, the prevailing party in such proceeding or action shall be entitled to recover reasonable attorney's fees and related legal expenses and costs. 11. Acceptance. This Contract shall become effective only upon acceptance and approval of the Contract by the City Council of the City of Waterloo. 12. Entire Agreement; Modification, This Contract, together with the exhibits and attachments attached hereto, constitutes the entire agreement between Buyer and Seller, and there is no agreement to do or not to do any act or deed except as specifically provided herein. This Contract may be modified only in a written instrument signed by both parties. Time is of the essence of this Contract. WHEREFORE, the parties have entered into this Acquisition Contract by their duly authorized representatives as of the date first set forth above. [signatures contained on following pages] CITY OF WATERLOO, IOWA By: David Boesen, Mayor Attest: Kelley Felchle, City Clerk STATE OF IOWA ) ) ss. COUNTY OF BLACK HAWK ) JONATHAN SWARTS a/k/a JONATHON SWARTZ On this � day of /� i", � , 202,�„ before me, a notary public in and for the State of Iowa, personally appeared David Boesen and Kelley Felchle, to me personally known, who being duly sworn ho being duly sworn, did say that they are the Mayor and City Clerk, respectively, of the City of Waterloo, Iowa, a municipal corporation, created and existing under the laws of the State of Iowa, and that the seal affixed to the foregoing instrument is the seal of said municipal corporation, and that said instrument was signed and sealed on behalf of said municipal corporation by authority and resolution of its City Council, and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipal corporation by it and by them voluntarily executed. L✓ No ary Public STATE OF Tocu+4 ) )ss. a ALDINHASIC COUNTY OF 8�aGK �%awJG ) Commission N0.823148 * III * My Commission Expires Acknowledged before me on this ) day of � P''` i 2026, by Jonathan warts a Jonathon Swartz (Seller). EXHIBIT A Tax Parcel ID No. 8913-25-283-008, legally described as Lot 11, Block 1, "Morning Side Addition" in Waterloo, Iowa AND Tax Parcel ID No. 8913-25-283 009, legally described as Lot 12, Block 1, "Morning Side Addition" in Waterloo, Iowa AND Tax Parcel ID No. 8913-25-283-010, legally described as Lot 13, Block 1, "Morning Side Addition" in Waterloo, Iowa. 5 SYC A M O R E S T LAF A Y E T T E S T LAF A Y E T T E S T V I NTONSTVINTON STJonathan Swarts Acquisitions Waterloo, Iowa 0 30 60 90 Feet ® 1708 Lafayette St 1716 Lafayette St COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Jamie Knutson, City Engineer Engineering Department June 1, 2026 AGENDA ITEM TITLE Resolution approving a Permanent Easement Agreement with Love's Travel & Country Stores, Inc., to serve as a drainage easement, in conjunction with the FY 2024 Sergeant Road Trail Repairs, and authorizing Mayor and City Clerk to execute said document. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION The City has received an IDOT grant to replace five bridges along the Highway 63 Trail corridor between Fletcher Avenue and Shaulis Road. One of the bridges, located adjacent to Love's Travel Stops & Country Stores, is skewed in a manner that requires a minor adjustment to the drainage channel in order to install new pipe culverts. To accommodate the proposed culvert installation, the City is requesting a small easement from Love’s property. The easement will allow the drainageway to be straightened and properly aligned with the new culvert, improving constructability and facilitating more efficient long-term maintenance of the drainage infrastructure. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS None COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Jamie Knutson, City Engineer Engineering Department June 1, 2026 AGENDA ITEM TITLE Resolution approving an Exchange Agreement with Peterson Contractors, Inc., of Reinbeck, Iowa, to allow the exchange of topsoil for fill material in the WARP subdivision, and authorizing the Engineering Department to execute said document. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION As part of the development of the Warp Subdivision and the International Paper Project, a substantial stockpile of topsoil has accumulated on-site. Peterson Contractors, Inc. (PCI) is proposing to remove a portion of this topsoil and replace it with an equal or greater volume of suitable fill material. The fill would be placed at the current dead end of Warp Drive to support future construction and grading needs. The City has a greater need for fill material than topsoil at this stage of development, and this exchange provides a mutually beneficial solution. PCI gains access to topsoil for its own use, while the City receives the fill material necessary to continue advancing infrastructure work within the Warp Subdivision without incurring additional material costs. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES TIF ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. 20260519145055575 ETON CONTRACTORS' INC. ADDRESS RENr,v To: HEAVY & HIGHWAY CONTRACTORS 104 BLACKHAWK STREET P.O. Box A PHONE: (319) 345-2713 REMBECK, IOWA 50669 FAX: (319) 345-2991 May 1 I, 2026 Matt Schindel City of Waterloo Engineering Department 715 Mulberry Street Waterloo, IA 50703 Re: Topsoil vs. Fill Material at the WARY Development Matt, PCl would like to propose exchanging Topsoi) for Pill Material at the AVARP hldostrial Development iu Waterloo, [A. We would propose to exchange yard for yard of material based off flight surveys of the given stockpiles. PCI will section the topsoil stockpile after we are finished hauling out of it for IP to determine the quantity that is available. PCI will then establish silt fence around the stockpile area where the city would like the fill material stockpiled. The city will be required to make this area part of their NDPES Permit for the WARP Development and manage this area as such. PCI will then haul in a stockpile of like volume and measure i[. Once the quantity is equal to or greater than the volume of topsoil stockpile PCI will discontinue our operations, and the city can have the site stabilized. PCI will continue hauling topsoil from the topsoil stockpile area until it is gone, and then PCI will pay to have the topsoil stockpile area stabilized. This work will be done as mutual benefit to both parties and no monetary exchange will be made. If this is acceptable, please acknowledge below and return to me. Thank you for your attention to this matter. Sincerely, Chris Fleshner City of Waterloo, IA Matt Schindel: Date: Peterson Conh'actors, Inc. Chris Fleshner: Date: COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Jamie Knutson, City Engineer Engineering Department June 1, 2026 AGENDA ITEM TITLE Resolution approving Supplemental Agreement No. 1 with AECOM, of Waterloo, Iowa, in the amount of $54,200.00, in conjunction with the FY 2025 Biennial Bridge Review Program, and authorizing the Mayor to execute said document. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION This agreement is to provide divers for the underwater inspection of the 8 Cedar River bridges as required under federal law. This will also provide a review of 17 structures that are smaller than the required length to be classified as a bridge. These bridge inspections are to help identify items of maintenance and repair needs. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. SA1 WAT Underwater Bridge Inspection AECOM 319-232-6531 tel 501 Sycamore Street 319-439-3089 fax Suite 222 Waterloo, Iowa 50703 www.aecom.com 2025 BIENNIAL BRIDGE REVIEW PROGRAM UNDERWATER INSPECTION CITY OF WATERLOO SUPPLEMENTAL AGREEMENT NO. 1 WHEREAS, a Professional Services Agreement was entered into between the City of Waterloo (Client), 715 Mulberry Street, Waterloo, Iowa, and AECOM Technical Services, Inc. (ATS), 501 Sycamore Street, Suite 222, Waterloo, Iowa, dated May 19, 2025, for the 2025 Biennial Bridge Review Program; and WHEREAS, the Client and ATS now desire to enter into Supplemental Agreement No. 1 for underwater bridge inspection services. NOW THEREFORE, it is mutually agreed to amend the original Professional Service Agreement as follows: I. PROJECT DESCRIPTION The project is described as the 2025 Biennial Bridge Review Program. ATS will complete the review of the Client’s 62 structures (37 bridges and 25 culverts). These structures are federally classified as bridges and included on the National Bridge Inventory (NBI) list for which Structure Inventory and Appraisal (SI&A) forms are required to be submitted to the Iowa DOT by the Client. In addition to these structures, there are 17 additional structures to be reviewed (5 bridges and 12 culverts) that are not federally classified as bridges. The 17 non-NBI structures include: • Sunnyside and Prescott’s Creek Bridges on the Sergeant Road Trail • 4th Street Canopy Bridge over the Cedar River • Four Dry Run Creek reinforced concrete box (RCB) culverts under Winn Street, Tower Park Drive, Kimball Avenue and San Marnan Drive • Sunnyside Drainageway RCB under San Marnan Drive • Twin RCB under 500 Block of W. Shaulis Road • Independence Avenue over Blowers Creek (single RCB with 8 pipe culverts) • Twin RCB under 1400 Block N. Elk Run Road • 400 Block E. Airline Highway (small bridge over drainageway) • Single RCB under Broadway Street / US 218 NB Offramp • Single RCB under Huntington Road between Edgewood Drive and Ingersoll Road • Triple RCB under 1600 Block Katoski Drive • Single RCB under 1400 Block W. Ridgeway Avenue • DeWitt Road Bridge over Drainage between US 20 and Ranchero Road This Supplemental Agreement includes FHWA Level 1 Underwater Bridge Inspection for the 8 Cedar River bridges. Inspection is anticipated to begin in June 2026. It is estimated that inspections will take one week, with a final report completion date of September 20, 2026. II. SCOPE OF SERVICES The Scope of Services will encompass and include services, materials, equipment, personnel and supplies necessary to provide underwater bridge inspection services. The Scope of Services is further defined by the following tasks: Page 2 Task 1. Complete an FHWA Level I Underwater Bridge Inspection for the 8 Cedar River bridges to meet FHWA requirements. Marine Solutions will complete the underwater bridge inspections. Work elements for the underwater inspection include the following items: a. Provide a three-person OSHA/FHWA approved dive team that will include a dive tender, an underwater bridge inspection diver and a registered professional engineer as the team leader. b. The dive team will conduct an FHWA Level I underwater tactile inspection of the bridge. A Level I inspection is classified as a “swim by” inspection detailed enough to detect obvious major damage or deterioration. This type of inspection will also consist of limited probing of the substructure and adjacent streambed. c. The dive team will utilize a surface supplied air package with audio communication from the dive tender to the underwater bridge inspection diver. d. Prepare a condensed inspection report on the findings of the FHWA Level I underwater inspection that will include a narrative on the following topics: • Comprehensive Report of Deficiencies • Site Conditions • Numerical FHWA Condition Rating for the Substructure Units • Recommended Correction Action • Dive Log • Detailed Inspection Notes for the Substructure Units • Above Surface Photo Log • Final Inspection Report III. COMPENSATION Compensation for the above services will be on an hourly basis in accordance with Part VI of the original agreement and shall be integrated with the fees in the original agreement. The total compensation for these services is an estimated fee of Fifty-Four Thousand Two Hundred Dollars ($54,200.00) and will not be exceeded without authorization from the Client. IV. In all other respects, the obligations of the Client and the Consultant shall remain as specified in the Professional Services Agreement dated May 19, 2025. Page 3 IN WITNESS WHEREOF, the parties hereto have executed this Supplemental Agreement No. 1 as of the dates shown below: APPROVED FOR CITY OF WATERLOO APPROVED FOR AECOM TECHNICAL SERVICES, INC. By: By: Printed Name: David Boesen Printed Name: Michelle M. Sweeney, PE, PTOE Title: Mayor Title: Associate Vice President Date: Date: L:\Secure_DCS\Administration\AGREE\SUPPLE\SA1 WAT Underwater Bridge Inspection.docx COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Jamie Knutson, City Engineer Engineering Department June 1, 2026 AGENDA ITEM TITLE Resolution approving a Cooperative Agreement with the Iowa Department of Transportation, in the amount of $710,000.00, in conjunction with the FY 2027 Edwards Street Stormwater Lift Station Upgrades, Contract No. 1158, and authorizing the Mayor and City Clerk to execute said document. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION As part of the IDOT reconstruction of Highway 63, specifically the overpass over the railroad tracks, storm sewer was installed. The storm sewer outlets into the Edwards Street stormwater lift station. The lift station is in need of being rebuilt, and the City has asked IDOT to participate in the project. This agreement provides for IDOT funding for the project. The City will design and bid the project and submit reimbursement requests to IDOT for their portion. The lift station is on City property and will remain the City's to maintain and operarate in the future. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. 2026-16-109_Waterloo_Final November 2025 2026-16-109_Waterloo 1 IOWA DEPARTMENT OF TRANSPORTATION Cooperative Agreement For Primary Road Project County Black Hawk City Waterloo Project No. NHSN-063-6(105)--2R-07 Iowa DOT Agreement No. 2026-16-109 Staff Action No. This Agreement, is entered into by and between the Iowa Department of Transportation, hereinafter designated the "DOT”, and the city of Waterloo, Iowa, a Local Public Agency, hereinafter designated the "LPA", in accordance with Iowa Code Chapters 28E.12, 306, 306A and 313.4, as applicable; The LPA proposes to establish or make improvements to U.S. 63 within Black Hawk County, Iowa; and The LPA and the DOT are willing to jointly participate in said project, in the manner hereinafter provided; and The LPA and the DOT previously entered into the following Agreements for the above referenced project: Agreement No. 2015-4-115 for preconstruction of the U.S. 63 corridor improvements was executed by the LPA and DOT on September 19, 2016 and September 29, 2016 respectively; and Agreement No. 2023- 16-082 for additional improvements along the U.S. 63 corridor was executed by the LPA and DOT on May 1, 2023 and May 8, 2023 respectively; and This Agreement reflects the current concept of this project which is subject to modification only by mutual Agreement between the LPA and the DOT; and Therefore, it is agreed as follows: 1. Project Information a. The LPA shall be the lead local governmental agency for carrying out the provisions of this Agreement. b. All notices required under this Agreement shall be made in writing to the DOT’s and/or the LPA's contact person. The DOT's contact person shall be the District 2 Engineer, Nickolas Humpal. The LPA's contact person shall be the City Engineer, Jamie Knutson. c. The LPA shall be responsible for the development and completion of the following described primary highway project: Rebuild the Edwards Pump Station to handle storm water from the groundwater suppression system and city storm water. See Exhibit A for project location. d. Upon completion of construction, the LPA agrees to retain ownership and jurisdiction of the following referenced improvements as identified below. The LPA shall also assume responsibility for all future maintenance operations associated therewith, all at no additional expense or obligation to the DOT: i. All incorporated work identified as “City Estimated Cost” as shown on Exhibit B (attached). 2. Project Costs a. The DOT shall reimburse the LPA for its share of the project costs estimated at $710,000, as shown on Exhibit B. The DOT shall be responsible for 100% of the costs for the incorporated work identified November 2025 2026-16-109_Waterloo 2 as “IDOT Estimated Cost”, and share equally in the costs for Mobilization, Bonds and Insurance and Engineering and Administration, as shown on Exhibit B. The amount paid by the DOT upon completion of design services, construction, and construction administration and inspection services, and billing by the LPA, shall be determined by the actual quantities in place and the accepted bid at the contract letting. b. The LPA shall bear all costs except those specifically allocated to the DOT under the terms of this Agreement. 3. Environmental, Right of Way, Permits, Utilities, and Other Requirements a. The LPA shall be responsible for obtaining any necessary permits from the DOT, such as the Work Within the Right of Way Permit, Access Connection/Entrance Permit, Utility Accommodation Permit, Application for Approval of a Traffic Control Device, or other construction permits required for the project prior to the start of construction. Neither the approval of funding nor the signing of this Agreement shall be construed as approval of any required permit from the DOT. b. The LPA shall obtain all project permits and/or approvals, when necessary, from the Iowa Department of Cultural Affairs (State Historical Society of Iowa; State Historic Preservation Officer), Iowa Department of Natural Resources, U.S. Coast Guard, U.S. Army Corps of Engineers, and/or other State or Federal agencies as may be required. c. If there is a railroad crossing within or near the project work area, the LPA shall obtain the necessary approvals or agreements from the railroad to allow the proposed work to be completed on or around the railroad crossing and / or right of way. l. With the exception of service connections, no new or future utility occupancy of project right of way, nor any future relocations of or alterations to existing utilities within said right of way (except service connections), shall be permitted or undertaken by the LPA without the prior written approval of the DOT. All work shall be performed in accordance with the Utility Accommodation Policy and other applicable requirements of the DOT. 4. Project Design a. The LPA or its consultant shall be responsible for the design of all proposed improvements. b. The project plans, specifications, and engineer's cost estimate shall be prepared and certified by a Professional Engineer or Architect licensed to practice in the State of Iowa. 5. Bid Letting a. The plans, specifications, and other contract documents for each division must be submitted to the DOT for review and approval prior to the project letting of each division. b. For portions of the project let to bid, the LPA shall conduct the project bid letting in compliance with applicable laws, ordinances, and administrative rules. The LPA shall advertise for bidders, make a good faith effort to obtain at least three (3) bidders, hold a public letting, and award contracts for the project work. DOT concurrence in the award must be obtained prior to the award. The LPA shall provide the DOT file copies of project letting documents within five (5) days after the letting. c. The LPA shall include in their Notice to Bidders that Sales Tax Exemption Certificates will be issued, as provided for by Iowa Code section 423.3, subsection 80. The LPA shall be responsible for obtaining the sales tax exemption certificates through the Iowa Department of Revenue and Finance. The LPA shall issue these certificates to the successful bidder and any subcontractors to enable them to purchase qualifying materials for the project free of sales tax. November 2025 2026-16-109_Waterloo 3 d. The LPA shall be the contracting authority for the project. 6. Construction and Maintenance a. The LPA or its consultant shall be responsible for the daily inspection of the project, including the compilation of a daily log of materials, equipment, and labor used on the project. b. The LPA or its consultant shall comply with the procedures and responsibilities for materials testing and construction inspection according to the project specifications. c. The work on this project shall be in accordance with the approved plans and specifications. Any substantial modification of these plans and specifications must be approved by the DOT prior to the modification being put into effect. d. Upon completion of the project, no changes in the physical features thereof shall be undertaken or permitted without the prior written approval of the DOT. e. After the project construction is complete, and prior to final acceptance of the project by the DOT, the LPA shall furnish one set of as-built plans to the DOT's contact person. f. Future maintenance of the primary highway within the project area shall be carried out in accordance with the terms and conditions contained in 761 Iowa Administrative Code Chapter 150. 7. Traffic Control a. U.S. 63 through-traffic shall be maintained during the construction. 8. Payments and Reimbursements a. The LPA shall be responsible for making initial payments to the consultant(s) and contractor(s) for all project costs incurred in the development and construction of the project. After payments have been made, the LPA may submit to the DOT periodic itemized claims for reimbursement for eligible project activities. Reimbursement claims shall include certification by a Professional Engineer or Architect licensed to practice in the State of Iowa that all eligible project activities for which reimbursement is requested have been paid in full and completed in substantial compliance with the terms of this Agreement. b. The DOT shall reimburse the LPA for properly documented and certified claims for eligible project costs. If upon final audit the DOT determines the LPA has been overpaid, the LPA shall reimburse the overpaid amount to the DOT. After the final audit or review is complete, and after the LPA has provided all required paperwork, the DOT shall issue final reimbursement to the LPA. c. Upon completion of the project, a Professional Engineer or Architect licensed to practice in the State of Iowa shall certify in writing to the DOT that the project activities were completed in substantial compliance with the plans and specifications set out in this Agreement. Final reimbursement of state funds shall be made only after the DOT accepts the project as complete. 9. General Provisions a. The LPA shall maintain records, documents, and other evidence in support of the work performed under the terms of this Agreement. All accounting practices applied, and all records maintained, shall be in accordance with generally accepted accounting principles and procedures. Documentation shall be made available for inspection and audit by authorized representatives of the DOT, or its designees, at all reasonable times. The LPA shall provide copies of said records and documents to the DOT upon request. The LPA shall also require its contractors to permit authorized representatives of the DOT to inspect all work materials, records, and any other data with regard to Agreement November 2025 2026-16-109_Waterloo 4 related costs, revenues and operating sources. Such documents shall be retained for at least three (3) years from the date of receiving the final reimbursement. b. If the LPA has completed a Flood Insurance Study (FIS) for an area which is affected by the proposed Primary Highway project, and the FIS is modified, amended, or revised in an area affected by the project after the date of this Agreement, the LPA shall promptly provide notice of the modification, amendment, or revision to the DOT. If the LPA does not have a detailed FIS for an area which is affected by the proposed Primary Highway project, and the LPA does adopt an FIS in an area affected by the project after the date of this Agreement, the LPA shall promptly provide notice of the FIS to the DOT. c. In accordance with Title VI of the Civil Rights Acts of 1964 and Iowa Code Chapter 216 and associated subsequent nondiscrimination laws, regulations and executive orders, the LPA shall not discriminate against any person on the basis of race, color, creed, age, sex, sexual orientation, national origin, religion, pregnancy, or disability. d. To the extent allowed by the law, the LPA shall use positive efforts to solicit proposals or bids from and to utilize Targeted Small Business (TSB) enterprises as consultants or contractors and ensure that the consultants or contractors make positive efforts to utilize these enterprises as subconsultants, subcontractors, suppliers or participants in the work covered by this Agreement. Efforts shall be made and documented in accordance with Exhibit C which is attached hereto and by this reference incorporated into this Agreement. e. To the extent allowed by the law, the LPA agrees to indemnify, defend, and hold harmless the DOT from any action or liability arising out of all design, construction, maintenance, placement of traffic control devices, inspection, operation, and use of the improvements resulting from this project. This agreement to indemnify, defend, and hold harmless applies to all aspects of the DOT's application review and approval process, plan and construction reviews, and funding participation. f. If any part of this Agreement is found to be void and unenforceable then the remaining provisions of this Agreement shall remain in effect. g. This Agreement is not assignable without the prior written consent of the DOT. h. It is the intent of both (all) parties that no third party beneficiaries be created by this Agreement. i. This Agreement, as well as the unaffected provisions of any previous agreement(s), addendum(s), and/or amendment(s); represents the entire Agreement between the LPA and DOT regarding this project. All previously executed agreements shall remain in effect except as amended herein. Any subsequent change or modification to the terms of this Agreement shall be in the form of a duly executed amendment to this document. [The space below intentionally left blank] November 2025 2026-16-109_Waterloo 5 IN WITNESS WHEREOF, each of the parties hereto has executed Agreement No. 2026-16-109 as of the date shown opposite its signature below. CITY OF WATERLOO: By: Date , 20___. Title: Mayor I, , certify that I am the Clerk of the City, and that , who signed said Agreement for and on behalf of the City was duly authorized to execute the same on the day of , 20___. Signed: _____________________________ City Clerk of Waterloo, Iowa IOWA DEPARTMENT OF TRANSPORTATION: By: Date , 20___. Nickolas J Humpal, P.E. District Engineer District 2 EXHIBIT A 2026-16-109_Waterloo COST ESTIMATE Description Estimated C ost City Estimated Cost IDO T Estimated Cost A. Mobilization, Bonds and Insurance 70,000.00$ 35,000.00$ 35,000.00$ B .R emovals 50,000.00$ 50,000.00$ -$ C.Structural Repairs and Replacements C.1 Miscellaneous Concrete Repair - Dry Well 35,000.00$ 35,000.00$ -$ C .2 Inflow and Infiltration Repairs - Joint Grouting and Concrete Lining 65,000.00$ 65,000.00$ -$ D. Two (2) Dry Pit Submersible Pumps and Controls D.1 2 - Flygt Submersible Pumps NT3153-433NT 20 hp 460V 3 Ph 50,000.00$ -$50,000.00$ D.2 Duplex Control Panel With Floats 460V 3 Ph 100,000.00$ -$100,000.00$ E. Installation of New Pumps, Piping, Valves & Controls E.1 Pump Installation 125,000.00$ -$125,000.00$ E.2 Control Panel Installation 25,000.00$ -$25,000.00$ E.3 SCADA Installation and Programming 25,000.00$ -$25,000.00$ E.4 Electrical Installation 50,000.00$ -$50,000.00$ E.5 Interior Piping Installation 75,000.00$ -$75,000.00$ F .N ew Building and Site F.1 Building - Materials and Construction 50,000.00$ 50,000.00$ -$ F.2 Site Work 20,000.00$ 20,000.00$ -$ F.3 HVAC 50,000.00$ 50,000.00$ -$ F.4 Pump Crane 15,000.00$ 15,000.00$ -$ G.2 5% Contingency 200,000.00$ 100,000.00$ 100,000.00$ Engineering and Administration 250,000.00$ 125,000.00$ 125,000.00$ Total Estimated Project Cost 1,255,000.00$ 545,000.00$ 710,000.00$ EXHIBIT B 2026-16-109_Waterloo December 2024 EXHIBIT C UTILIZATION OF TARGETED SMALL BUSINESS (TSB) ENTERPRISES ON NON-FEDERAL AID PROJECTS (THIRD-PARTY STATE-ASSISTED PROJECTS) In accordance with Iowa Code Section 19B.7, it is the policy of the DOT that Targeted Small Business (TSB) enterprises shall have the maximum practicable opportunity to participate in the performance of contracts financed in whole or part with State funds. Refer to Local Systems I.M. 5.020 for additional information. Under this policy the LPA shall be responsible to make a positive effort to solicit bids or proposals from TSB firms and to utilize TSB firms as contractors or consultants. The LPA shall also ensure that the contractors or consultants make positive efforts to utilize TSB firms as subcontractors, subconsultants, suppliers, or participants in the work covered by this agreement. The LPA’s “positive efforts” shall include, but not be limited to: 1.Obtaining the names of qualified TSB firms from the Iowa Economic Development Authority (515-348-6200) or from its website at: https://www.iowaeda.com/small-business/targeted-small-business/ 2.Notifying qualified TSB firms of proposed projects involving State funding. Notification should be made in sufficient time to allow the TSB firms to participate effectively in the bidding or request for proposal (RFP) process. 3.Soliciting bids or proposals from qualified TSB firms on each project, and identifying for TSB firms the availability of subcontract work. 4.Considering establishment of a percentage goal for TSB participation in each contract that is a part of this project and for which State funds will be used. Contract goals may vary depending on the type of project, the subcontracting opportunities available, the type of service or supplies needed for the project, and the availability of qualified TSB firms in the area. 5.For construction contracts: a)Including in the bid proposals a contract provision titled “Targeted Small Business (TSB) Affirmative Action Responsibilities on Non-Federal Aid Projects (Third-Party State-Assisted Projects)” or a similar document developed by the Recipient. This contract provision is available in Local Systems I.M. 5.020. b)Ensuring that the awarded contractor has and shall follow the contract provisions. 6.For consultant contracts: a)Identifying the TSB goal in the Request for Proposal (RFP), if one has been set. b)Ensuring that the selected consultant made a positive effort to meet the established TSB goal, if any. This should include obtaining documentation from the consultant that includes a list of TSB firms contacted; a list of TSB firms that responded with a subcontract proposal; and, if the consultant does not propose to use a TSB firm that submitted a subcontract proposal, an explanation why such a TSB firm will not be used. The LPA shall provide the DOT contact person the following documentation: 1.Copies of correspondence and replies, and written notes of personal and/or telephone contacts with any TSB firms. Such documentation can be used to demonstrate the LPA’s positive efforts and it should be placed in the project file. 2.Bidding proposals or RFPs noting established TSB goals, if any. 3.Form 260017 “Checklist and Certification for the Utilization of Targeted Small Businesses (TSB)” shall be filled out upon completion of each project. https://iowadot.seamlessdocs.com/f/ChecklistandCertforUtilizationofTSBonNonFederalProjects. 2026-16-109_Waterloo November 2025 2026-16-109_Waterloo 1 IOWA DEPARTMENT OF TRANSPORTATION Cooperative Agreement For Primary Road Project County Black Hawk City Waterloo Project No. NHSN-063-6(105)--2R-07 Iowa DOT Agreement No. 2026-16-109 Staff Action No. This Agreement, is entered into by and between the Iowa Department of Transportation, hereinafter designated the "DOT”, and the city of Waterloo, Iowa, a Local Public Agency, hereinafter designated the "LPA", in accordance with Iowa Code Chapters 28E.12, 306, 306A and 313.4, as applicable; The LPA proposes to establish or make improvements to U.S. 63 within Black Hawk County, Iowa; and The LPA and the DOT are willing to jointly participate in said project, in the manner hereinafter provided; and The LPA and the DOT previously entered into the following Agreements for the above referenced project: Agreement No. 2015-4-115 for preconstruction of the U.S. 63 corridor improvements was executed by the LPA and DOT on September 19, 2016 and September 29, 2016 respectively; and Agreement No. 2023- 16-082 for additional improvements along the U.S. 63 corridor was executed by the LPA and DOT on May 1, 2023 and May 8, 2023 respectively; and This Agreement reflects the current concept of this project which is subject to modification only by mutual Agreement between the LPA and the DOT; and Therefore, it is agreed as follows: 1. Project Information a. The LPA shall be the lead local governmental agency for carrying out the provisions of this Agreement. b. All notices required under this Agreement shall be made in writing to the DOT’s and/or the LPA's contact person. The DOT's contact person shall be the District 2 Engineer, Nickolas Humpal. The LPA's contact person shall be the City Engineer, Jamie Knutson. c. The LPA shall be responsible for the development and completion of the following described primary highway project: Rebuild the Edwards Pump Station to handle storm water from the groundwater suppression system and city storm water. See Exhibit A for project location. d. Upon completion of construction, the LPA agrees to retain ownership and jurisdiction of the following referenced improvements as identified below. The LPA shall also assume responsibility for all future maintenance operations associated therewith, all at no additional expense or obligation to the DOT: i. All incorporated work identified as “City Estimated Cost” as shown on Exhibit B (attached). 2. Project Costs a. The DOT shall reimburse the LPA for its share of the project costs estimated at $710,000, as shown on Exhibit B. The DOT shall be responsible for 100% of the costs for the incorporated work identified November 2025 2026-16-109_Waterloo 2 as “IDOT Estimated Cost”, and share equally in the costs for Mobilization, Bonds and Insurance and Engineering and Administration, as shown on Exhibit B. The amount paid by the DOT upon completion of design services, construction, and construction administration and inspection services, and billing by the LPA, shall be determined by the actual quantities in place and the accepted bid at the contract letting. b. The LPA shall bear all costs except those specifically allocated to the DOT under the terms of this Agreement. 3. Environmental, Right of Way, Permits, Utilities, and Other Requirements a. The LPA shall be responsible for obtaining any necessary permits from the DOT, such as the Work Within the Right of Way Permit, Access Connection/Entrance Permit, Utility Accommodation Permit, Application for Approval of a Traffic Control Device, or other construction permits required for the project prior to the start of construction. Neither the approval of funding nor the signing of this Agreement shall be construed as approval of any required permit from the DOT. b. The LPA shall obtain all project permits and/or approvals, when necessary, from the Iowa Department of Cultural Affairs (State Historical Society of Iowa; State Historic Preservation Officer), Iowa Department of Natural Resources, U.S. Coast Guard, U.S. Army Corps of Engineers, and/or other State or Federal agencies as may be required. c. If there is a railroad crossing within or near the project work area, the LPA shall obtain the necessary approvals or agreements from the railroad to allow the proposed work to be completed on or around the railroad crossing and / or right of way. l. With the exception of service connections, no new or future utility occupancy of project right of way, nor any future relocations of or alterations to existing utilities within said right of way (except service connections), shall be permitted or undertaken by the LPA without the prior written approval of the DOT. All work shall be performed in accordance with the Utility Accommodation Policy and other applicable requirements of the DOT. 4. Project Design a. The LPA or its consultant shall be responsible for the design of all proposed improvements. b. The project plans, specifications, and engineer's cost estimate shall be prepared and certified by a Professional Engineer or Architect licensed to practice in the State of Iowa. 5. Bid Letting a. The plans, specifications, and other contract documents for each division must be submitted to the DOT for review and approval prior to the project letting of each division. b. For portions of the project let to bid, the LPA shall conduct the project bid letting in compliance with applicable laws, ordinances, and administrative rules. The LPA shall advertise for bidders, make a good faith effort to obtain at least three (3) bidders, hold a public letting, and award contracts for the project work. DOT concurrence in the award must be obtained prior to the award. The LPA shall provide the DOT file copies of project letting documents within five (5) days after the letting. c. The LPA shall include in their Notice to Bidders that Sales Tax Exemption Certificates will be issued, as provided for by Iowa Code section 423.3, subsection 80. The LPA shall be responsible for obtaining the sales tax exemption certificates through the Iowa Department of Revenue and Finance. The LPA shall issue these certificates to the successful bidder and any subcontractors to enable them to purchase qualifying materials for the project free of sales tax. November 2025 2026-16-109_Waterloo 3 d. The LPA shall be the contracting authority for the project. 6. Construction and Maintenance a. The LPA or its consultant shall be responsible for the daily inspection of the project, including the compilation of a daily log of materials, equipment, and labor used on the project. b. The LPA or its consultant shall comply with the procedures and responsibilities for materials testing and construction inspection according to the project specifications. c. The work on this project shall be in accordance with the approved plans and specifications. Any substantial modification of these plans and specifications must be approved by the DOT prior to the modification being put into effect. d. Upon completion of the project, no changes in the physical features thereof shall be undertaken or permitted without the prior written approval of the DOT. e. After the project construction is complete, and prior to final acceptance of the project by the DOT, the LPA shall furnish one set of as-built plans to the DOT's contact person. f. Future maintenance of the primary highway within the project area shall be carried out in accordance with the terms and conditions contained in 761 Iowa Administrative Code Chapter 150. 7. Traffic Control a. U.S. 63 through-traffic shall be maintained during the construction. 8. Payments and Reimbursements a. The LPA shall be responsible for making initial payments to the consultant(s) and contractor(s) for all project costs incurred in the development and construction of the project. After payments have been made, the LPA may submit to the DOT periodic itemized claims for reimbursement for eligible project activities. Reimbursement claims shall include certification by a Professional Engineer or Architect licensed to practice in the State of Iowa that all eligible project activities for which reimbursement is requested have been paid in full and completed in substantial compliance with the terms of this Agreement. b. The DOT shall reimburse the LPA for properly documented and certified claims for eligible project costs. If upon final audit the DOT determines the LPA has been overpaid, the LPA shall reimburse the overpaid amount to the DOT. After the final audit or review is complete, and after the LPA has provided all required paperwork, the DOT shall issue final reimbursement to the LPA. c. Upon completion of the project, a Professional Engineer or Architect licensed to practice in the State of Iowa shall certify in writing to the DOT that the project activities were completed in substantial compliance with the plans and specifications set out in this Agreement. Final reimbursement of state funds shall be made only after the DOT accepts the project as complete. 9. General Provisions a. The LPA shall maintain records, documents, and other evidence in support of the work performed under the terms of this Agreement. All accounting practices applied, and all records maintained, shall be in accordance with generally accepted accounting principles and procedures. Documentation shall be made available for inspection and audit by authorized representatives of the DOT, or its designees, at all reasonable times. The LPA shall provide copies of said records and documents to the DOT upon request. The LPA shall also require its contractors to permit authorized representatives of the DOT to inspect all work materials, records, and any other data with regard to Agreement November 2025 2026-16-109_Waterloo 4 related costs, revenues and operating sources. Such documents shall be retained for at least three (3) years from the date of receiving the final reimbursement. b. If the LPA has completed a Flood Insurance Study (FIS) for an area which is affected by the proposed Primary Highway project, and the FIS is modified, amended, or revised in an area affected by the project after the date of this Agreement, the LPA shall promptly provide notice of the modification, amendment, or revision to the DOT. If the LPA does not have a detailed FIS for an area which is affected by the proposed Primary Highway project, and the LPA does adopt an FIS in an area affected by the project after the date of this Agreement, the LPA shall promptly provide notice of the FIS to the DOT. c. In accordance with Title VI of the Civil Rights Acts of 1964 and Iowa Code Chapter 216 and associated subsequent nondiscrimination laws, regulations and executive orders, the LPA shall not discriminate against any person on the basis of race, color, creed, age, sex, sexual orientation, national origin, religion, pregnancy, or disability. d. To the extent allowed by the law, the LPA shall use positive efforts to solicit proposals or bids from and to utilize Targeted Small Business (TSB) enterprises as consultants or contractors and ensure that the consultants or contractors make positive efforts to utilize these enterprises as subconsultants, subcontractors, suppliers or participants in the work covered by this Agreement. Efforts shall be made and documented in accordance with Exhibit C which is attached hereto and by this reference incorporated into this Agreement. e. To the extent allowed by the law, the LPA agrees to indemnify, defend, and hold harmless the DOT from any action or liability arising out of all design, construction, maintenance, placement of traffic control devices, inspection, operation, and use of the improvements resulting from this project. This agreement to indemnify, defend, and hold harmless applies to all aspects of the DOT's application review and approval process, plan and construction reviews, and funding participation. f. If any part of this Agreement is found to be void and unenforceable then the remaining provisions of this Agreement shall remain in effect. g. This Agreement is not assignable without the prior written consent of the DOT. h. It is the intent of both (all) parties that no third party beneficiaries be created by this Agreement. i. This Agreement, as well as the unaffected provisions of any previous agreement(s), addendum(s), and/or amendment(s); represents the entire Agreement between the LPA and DOT regarding this project. All previously executed agreements shall remain in effect except as amended herein. Any subsequent change or modification to the terms of this Agreement shall be in the form of a duly executed amendment to this document. [The space below intentionally left blank] November 2025 2026-16-109_Waterloo 5 IN WITNESS WHEREOF, each of the parties hereto has executed Agreement No. 2026-16-109 as of the date shown opposite its signature below. CITY OF WATERLOO: By: Date , 20___. Title: Mayor I, , certify that I am the Clerk of the City, and that , who signed said Agreement for and on behalf of the City was duly authorized to execute the same on the day of , 20___. Signed: _____________________________ City Clerk of Waterloo, Iowa IOWA DEPARTMENT OF TRANSPORTATION: By: Date , 20___. Nickolas J Humpal, P.E. District Engineer District 2 EXHIBIT A 2026-16-109_Waterloo COST ESTIMATE Description Estimated C ost City Estimated Cost IDO T Estimated Cost A. Mobilization, Bonds and Insurance 70,000.00$ 35,000.00$ 35,000.00$ B .R emovals 50,000.00$ 50,000.00$ -$ C.Structural Repairs and Replacements C.1 Miscellaneous Concrete Repair - Dry Well 35,000.00$ 35,000.00$ -$ C .2 Inflow and Infiltration Repairs - Joint Grouting and Concrete Lining 65,000.00$ 65,000.00$ -$ D. Two (2) Dry Pit Submersible Pumps and Controls D.1 2 - Flygt Submersible Pumps NT3153-433NT 20 hp 460V 3 Ph 50,000.00$ -$50,000.00$ D.2 Duplex Control Panel With Floats 460V 3 Ph 100,000.00$ -$100,000.00$ E. Installation of New Pumps, Piping, Valves & Controls E.1 Pump Installation 125,000.00$ -$125,000.00$ E.2 Control Panel Installation 25,000.00$ -$25,000.00$ E.3 SCADA Installation and Programming 25,000.00$ -$25,000.00$ E.4 Electrical Installation 50,000.00$ -$50,000.00$ E.5 Interior Piping Installation 75,000.00$ -$75,000.00$ F .N ew Building and Site F.1 Building - Materials and Construction 50,000.00$ 50,000.00$ -$ F.2 Site Work 20,000.00$ 20,000.00$ -$ F.3 HVAC 50,000.00$ 50,000.00$ -$ F.4 Pump Crane 15,000.00$ 15,000.00$ -$ G.2 5% Contingency 200,000.00$ 100,000.00$ 100,000.00$ Engineering and Administration 250,000.00$ 125,000.00$ 125,000.00$ Total Estimated Project Cost 1,255,000.00$ 545,000.00$ 710,000.00$ EXHIBIT B 2026-16-109_Waterloo December 2024 EXHIBIT C UTILIZATION OF TARGETED SMALL BUSINESS (TSB) ENTERPRISES ON NON-FEDERAL AID PROJECTS (THIRD-PARTY STATE-ASSISTED PROJECTS) In accordance with Iowa Code Section 19B.7, it is the policy of the DOT that Targeted Small Business (TSB) enterprises shall have the maximum practicable opportunity to participate in the performance of contracts financed in whole or part with State funds. Refer to Local Systems I.M. 5.020 for additional information. Under this policy the LPA shall be responsible to make a positive effort to solicit bids or proposals from TSB firms and to utilize TSB firms as contractors or consultants. The LPA shall also ensure that the contractors or consultants make positive efforts to utilize TSB firms as subcontractors, subconsultants, suppliers, or participants in the work covered by this agreement. The LPA’s “positive efforts” shall include, but not be limited to: 1.Obtaining the names of qualified TSB firms from the Iowa Economic Development Authority (515-348-6200) or from its website at: https://www.iowaeda.com/small-business/targeted-small-business/ 2.Notifying qualified TSB firms of proposed projects involving State funding. Notification should be made in sufficient time to allow the TSB firms to participate effectively in the bidding or request for proposal (RFP) process. 3.Soliciting bids or proposals from qualified TSB firms on each project, and identifying for TSB firms the availability of subcontract work. 4.Considering establishment of a percentage goal for TSB participation in each contract that is a part of this project and for which State funds will be used. Contract goals may vary depending on the type of project, the subcontracting opportunities available, the type of service or supplies needed for the project, and the availability of qualified TSB firms in the area. 5.For construction contracts: a)Including in the bid proposals a contract provision titled “Targeted Small Business (TSB) Affirmative Action Responsibilities on Non-Federal Aid Projects (Third-Party State-Assisted Projects)” or a similar document developed by the Recipient. This contract provision is available in Local Systems I.M. 5.020. b)Ensuring that the awarded contractor has and shall follow the contract provisions. 6.For consultant contracts: a)Identifying the TSB goal in the Request for Proposal (RFP), if one has been set. b)Ensuring that the selected consultant made a positive effort to meet the established TSB goal, if any. This should include obtaining documentation from the consultant that includes a list of TSB firms contacted; a list of TSB firms that responded with a subcontract proposal; and, if the consultant does not propose to use a TSB firm that submitted a subcontract proposal, an explanation why such a TSB firm will not be used. The LPA shall provide the DOT contact person the following documentation: 1.Copies of correspondence and replies, and written notes of personal and/or telephone contacts with any TSB firms. Such documentation can be used to demonstrate the LPA’s positive efforts and it should be placed in the project file. 2.Bidding proposals or RFPs noting established TSB goals, if any. 3.Form 260017 “Checklist and Certification for the Utilization of Targeted Small Businesses (TSB)” shall be filled out upon completion of each project. https://iowadot.seamlessdocs.com/f/ChecklistandCertforUtilizationofTSBonNonFederalProjects. 2026-16-109_Waterloo COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Randy Bennett, Public Works Division Manager Waste Management Department June 1, 2026 AGENDA ITEM TITLE Resolution approving Professional Services Agreement with Strand Associates, Inc., of Madison, Wisconsin, in an amount not to exceed $128,000.00, for Design Services, Bidding-Related Services, and Construction-Related Services, in conjunction with final Effluent Building Electrical Updates at the Wastewater Treatment Plant, and authorizing the Mayor to execute said documents. RECOMMENDED COUNCIL ACTION Recommend City Council and Mayor to approve the professional services agreement with Strand Associates for the Final Effluent Building Electrical Updates. SUMMARY STATEMENT AND BACKGROUND INFORMATION The final effluent building consists of four (4) vertical lift flood pumps that pump the final effluent to the Cedar River when the flow is no longer able to utilize natural gravity drop out the river diffuser due to high river levels. This operation is a critical part of the Wastewater Treatment Plant operations. The final effluent building was originally constructed in 1996; if the electrical equipment fails the effluent flow would not be able to discharge to the river eventually causing the discharge water to back up into the treatment plant causing damage to critical treatment infracture and hinder the microbiology of the treatment plant which would jeopardize compliance of NPDES permit. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. STRAND - FINAL EFFLUENT BUILDING ELECTRICAL UPDATES - AGREEMENT 2. STRAND - FINAL EFFLUENT BUILDING ELECTRICAL UPDATES - MEMO +T Strand Associates, lncP 910 West Wingra Drive Madison, W|53715 (P) 608.251.4843 www.strand.com May 15, 2026 City of Waterloo 715 Mulberry Street Waterloo, IA 50703 Attention: Mr. Brad Manahl Agreement for Design Services, Bidding-Related Services, and Coustruction-Related Ser.vices Firral Effluent Building E,lectrical Updates JDS:dfe\tl\lv,tAD\Dmmenb\Agreemenrs\Mwaterl@, city of (lAlFnlEfttumtBldgN,lccRplmt 2026\A8M$l m4.dex STRAND ASSOCIATES" E xce I lence i n E ngine e ri ngsn' Re This is an Agreement between the City of Waterloo, Iowa, hereinafter referred to as OWNER, and Strand Associates, Inc.o, hereinafter referred to as ENGINEER, to provide Design Services, Bidding-Related Services, and Construction-Related Services (Services) for the Final Effluent Building Electrical Updates project. This Agreement shall be in accordance with the following elements. Scope of Services ENGINEER will provide the following Services to OWNER. Design Services l. Conduct ap on-site kickoff rneeting to review the project schedule, deliverable schedule milestones, review project parameters, and gather information for design. 2. Prepare drawings and technical specifications for removal and replacetnent of the existing motor conirol center (MCC), lighting parrel, lightirrg panel transformer, lighting, the existing motor stafters and variable frequlncydrives (VFDs) for four final effluent pumps, and instrumentatiotl (one level transducer and t*o float switches). The existing feeders to the MCC will be reused. 3. Prepare control descriptions for programmable lo€ic controller (PLC) programming modificatiols to incorpoiate the addition of VFDs for four final effluent pLrmps. The existing PLC willbe reused. 4. prepare drawings and technical specifications for the replacement of the electric unit heater and exhaust fan in Ihe control room, replacement of the exhaust fan in the pump room, and the addition of mechanical cooling within the control room. 5. Conduct a virlual review meeting with OWNER at approximately 60 percent design. Submit drawings and technical specifications for review one week prior to the meeting. Incorporate OWNER's comments, as appropriate, following the meeting' 6. Conduct a virtual review meeting with OWNER at approximately 90 percent design. Submit drawings and technical specifications for review one week prior to the meeting. Incorporate OWNER's comments, as appropriate, following the meeting' ArizonallllinoisllndianallowalKentuckylohiolTennesseelTexaslwisconsin Strand Associates, !ncP City of Waterloo, Iowa Page 2 May 15,2026 7. Prepare pre-bid opinions of probable construction costs (OPCC) for the project at the 60 and95 percent design stages and submit to OWNER. The OPC'C will be pr"pur"d i"n accordance withthe Association for the Advarrcement of Cost Engineering Cost Estimaie Classification System,Class 4 estimate. 8' Drepare Bidding Documents using technical specifications, engineering drawings, andOWNER-provided front end documents. Bidding-Related Services l' Distribute Bidding Documents electronically through QuestCDN, available at www.strand.com and www'questcdn.com. Submit Advertisement to Bid io OWNEh for publishing. 2. Prepare addenda and answer questions during bidding. 3' Attend virtual bid_opening, tabulate and analyze bid results, and assist OWNER in the award ofthe Construction Contract. 4. Prepare two sets of Contract Documents for signature. Construction-Related Services l' Provide construction contract administratio-n including vinual attendance at the preconstruction conference, review of up to two iterations of up to 25 ofthe contractor's shop drawing submittals,review of up to l8 of the contractor's p.eriodic pay requests, viftual utt"ndun"" at up to eightconstruction progress meeti,gs, and participation in project closeout. 2' Provide resident proj.ect representative (RPR) for part-tirne observarion of construction. Thisincludes two site visits to review construction progress which are anticipated to be atapproximatell fp nercent project completion and it project substantial iornpletion forpreparation of a list of items to be compleied or corrected. 3' Provide record-drawings in electronic forrnat from information compiled from the contractor,srecords' ENGINEER-is_providing dllltg Services only for r".oid a,.u*ingr based op therecords presented to ENGINEER by owNER and the coniractor. ENGINEER will not be liablefor the accuracy of the record drawing information provided by OWNER aJ the contractor. Service Elements Not Included The fbllowing services are not included in this Agreement. If such services are required, they will beprovided through an amendment to this Agreemenior through a separate agreement. l. Additional and Extended Services during construction made necessary by: Work damaged by fire or other cause during construction. A significant amount of defective or neglecied work of any contractor Prolongation of the time of the construciion contract. Default by contractor under the construction contract. a. b. c. d. ')Additional Site Visits and/or Meetings: Additional oWNER-required site visits or meerings. JDS dfe\R.\Ir,lAD\Dqmenb\Agrem€nts\W\Wa. l@, City of (t^)\FhlEmuen8ldgMccRplcmr 2026\Agr\446i.024 dftr www.strand.com -) Strand Associates, tnc9 City of Waterloo, Iowa Page 3 May 15,2026 Bidding Alternatives and Bid Phasing: Any services involved in providing bidding alternatives or bidding phases. 4 5 Preparation for and/or Appearance irr Litigation on Behalf of OWNER: Any services related to litigation. Review of Product Substitutions Proposed by Contractor: ENGINEER's cost for evaluating substitute products is not included. Revising Designs. Drawings. Specifications. and Docurnents: Any services required after these items have been previously approved by state or federal regulatory agencies, because ofa change in project scope or where such revisions are necessary to comply with changed state and federal regulations that are put in force after Services have been partially completed. 7. Services Furldghqd Durilg Readvet{s€rt1qnt for: Bids, if Ordered bv OWNER: If a Contract is not awarded pursuant to the original bids. Services Related to Lead Paint. Asbestos, Buried Wastes, and Contamination: Should lead paint, asbestos, buried solid, liquid, or potentially hazardous wastes or subsurface or soil contarnination be uncovered at the site, follow-up investigations may be required to identifo the nature and extent of such wastes or subsurface soil or groundwater contamination and to detennine appropriate methods for managing of such wastes or contarnination and for follow-up monitoring. Investigation, design, or construction-related services related to lead paint, asbestos, buried solid, liquid, or potentially hazardous wastes or soil or groundwater contamination will be provided by others. Unsolicited Media: Any seruices that include the review or analysis of r.rnsolicited media includittg, but not limited to, photographs, videos, and drone footage provided by OWNER or contractors unless specifically requested and agreed to in writing. ENGINEER's use of electronic construction administration programs (e.g., e-builder, Newforma) is limited to the Scope of Services defined in this Agreement. ENGINEER is not responsible for the review of unsolicited media uploaded to these prograrns unless specifically requested and agreed to in writing. Compensation OWNER shall compensate ENGINEER for Seruices under this Agreement a lump sum of $128,000 allocated as follows: Scope Itenr Compensation 6 8 9 Design Services B idding-Related Services Construction-Related Serv ices Total $ 82,500$ 5,000 $ 40.s00 $_t28-000 Only sales taxes or other taxes on Services that are in effect at the time this Agreement is executed are included in the Compensation. If the tax laws are subsequently changed by legislation during the life of this Agreement, this Agreement will be adjusted to reflect the net change. The lurnp sum for the Services is based on wage scale/hourly billing rates, adjusted annually on Jrrly 1, that anticipates the Services wilt be completed as indicated. Should the completion time be extended, it may be cause for an adjustment in the lump sum that reflects any wage scale adjustments made. JDS:dfe\R:WADD@nraB\AgrcmenE\Mwatql@, City ol(tAlFnlEmuotBldEMCCMmt.2026\Agr\4461.024 dGx www.strand.com Strand Associates, !ncP City of Waterloo, Iowa Page 4 May 15,2026 The lump sum will not be exceeded without prior notice to and agreement by OWNER but may be adjusted for time delays, time extensions, amendments, or changJs in the Scope of Service.. any adjustments will be negotiated based on ENGINEER's increase oid""."use in costs caused by delayi, extensions, amendments, or changes. Schedule Services will begin ttpon execution of this Agreement, which is anticipated the week of May lg,2026. Services are scheduled for cornpletion on September 30,2027. Standard ofCare The Standard of Care for.all Services performed or furnished by ENGINEER under this Agreement will be the care and skill ordinarily used by members of ENGINELR's profession practicirrg under similar circumstances at the same time and in the same locality. ENGINEER makes nb *urru,li"s, express orimplied, under this Agreement or otherwise, in connection with ENGINEER's Services. OWNER's Responsibilities l. Assist ENGINEER by placing at ENGINEER's disposal all available information peftinent to this project including previous repofts, previous drawings and specifications, and any other data relative to the scope ofthis project. 2. Furnish to ENGINEER, as required by ENGINEER fbr performance of Services as paft of this Agreement, data.prepared by or services of others obtained or prepared by OWNER relative tothe scope of this project, such as soil borings, probings and iubsurface explorations, and laboratory tests.and inspections of samples, all of which ENGINEER may rely upon inperforming Services under this Agreement. 3. Provide access 19 11a qa\e all provisions for ENGINEER to enter upon public and private lands as required for ENGINEER to perforrn Services under this Agreernent. ' 4. Examine all reporls, sketches, estimates, special provisions, drawings, and other documents presented by ENGINEER and render, in writing, decisions pertaining thlreto within a reasonable time so as not to delay the performance of ENCINEER. 5' Provide all legal services as may be required for the developrnent of this project. 6. Provide the front end documents that require the contractor to name ENCINEER as an additional insured on contractor's General Liability and Automobile Liability insurance policies and to indemnify ENGINEER to the same extent that the contractor insures and indemnifies OWNER. 7. Pay all permit and plan review fees payable to regulatory agencies. Opinion of Probable Cost 4n_V_1pll,!nsof probable cost prepared by ENGINEER are supplied for generalguidance of OWNER only.ENCINEER has no control over com.petitive bidding or mirket "on-ditions ind cannot guarantee the accuracy of such opinions as compared to contract bidi or actual costs to OWNER. If OWIIER requires tnore than general guidance, then OWNER agrees to obtain an independent cost estimate by others. JDS:dfe\R v'lAD\Dmm66\ASrements\Mwarslm, city of 0ANFnlEfllum,BldgMCCRplmr 2026\4gr\446:1 024 d@r www.strand.com Strand Associates, lnc9 City of Waterloo, Iowa Page 5 May 15,2026 Observation Services In furnishing observation services, ENGINEER's efforts will be directed toward determining for OWNER that the completed project will, in general, conform to the Contract Documents; but ENGINEER wilI not supervise, direct, or have control over the contractor's work and will not be responsible for the contractor's construction means, methods, techniques, sequences, procedures, or health and safety precautions or programs, or for the contractor's failure to perfonn the construction work in accordance rvith the Contract Documents. Payment Requests ENGINEER's review of Payment Requests from contractor(s) will not impose responsibility to detennine that title to any of the work has passed to OWNER free and clear of any liens, claims, or other encumbrances. Any such service by ENGINEER will be provided through an amendment to this Agreement. Changes OWNER may make changes within the general scope of this Agreement in the Services to be performed. If such changes cause an increase or decrease in ENGINEER's cost or time required for perfonlance of any Seruices r.rnder this Agreement, an equitable adjustment will be made and this Agreement will be rnodified in writing accordingly. No services for which additional compensation rvill be charged by ENGINEER will be firmished without the written authorization of OWNER. The fee established herein will not be exceeded without agreement by OWNER but may be adjusted for time delays, time extensions, amendments, or changes in the Scope of Services. If there is a modification of Agency requirements relating to the Services to be performed under this Agreerrent subsequent to the date of execution of this Agreement. the increased ol'decreased cost of performance of the Services provided for in this Agreement wilI be reflected in an appropriate modification of this Agreement. Extension ofServices This Agreement may be extended for additional Services upon OWNER's authorization. Extension of Services will be provided for a lump sum or an hourly rate plus expenses. Payment OWNER shall rnake monthly payments to ENGINEER for Services perfotmed in the preceding month based upon rnonthly invoices. Nonpayment 30 days after the date of receipt of invoice may, at ENGINEER's option, result in assessment of a 1 percent per month carrying charge on the unpaid balance. Nonpayment 45 days after the date of receipt of invoice may, at ENGINEER's option, result in rrrp"nrion of Ser.riies upon five calendar days' notice to OWNER. ENGINEER will have no liability to OWNER, and OWNER agrees to make no claim for any delay or damage as a result of such suspension caused by any breach of thiJ Agreement by OWNER. Upon receipt of payment in full of all otrtstanding sums due from OWNER, or curing of such other breach which caused ENGINEER to suspend Services, ENGINEER will resume Services and there will be an equitable adjustrnent to the remaining project schedule and compensation as a result of tlte suspension' 2 J JDS dfe\R.WAD\D@msE\Alrements\W\Warql@, City of (lA)\fnlEfllum8ldgMCCRplmt 2026\A914463 024 d8 www.strand.com Ciry of Waterloo, Iowa Page 6 May 15,2026 Failure to make payments to ENGINEER is cause for termination upon two-week notice to OWNER. Termination This Agreement may be terminated with cause in whole or in parl irr writing by either pafty subject to a two-week notice and the right of the party being terminated to meet and diicuss the terminatioir before the termination takes place. ENGINEER will be paid for all completed or obligated Services up to the date of termination. Data Provided by Others ENGINEER is not responsible for the quality or accuracy of data nor for the methods used in the acquisition or development of any such data where such data is provided by or through OWNER, contractor, or others to ENGINEER and where ENGINEER's Services are to be based upon such data. Such data includes, but is not limited to, soil borings, groundwater data, chernical analysei, geotechnical testing, reports, calculations, designs, drawings, specifications, record drawings, contractor'i marked-up drawings, and topographical surveys. Third-Party Beneficiaries Nothing contained in this Agreement creates a contractual relationship with or a cause of action in favor of a third party against either OWNER or ENGINEER. ENCINEER's Services under rhis Agreenlent are !911s-nllormed solely for OWNER's benefit, and no other pafty or entity shall have any c*laim against ENGINEER because of this Agreement or the perfonnance or nonperfoinance of Services hereunder. OWNER and ENGINEER agree to require a similar provision in all contracts with contractor.s, subcotrtractors, subconsultants, vendors, and other entities involved in this project to carry out the intent of this provision. Dispute Resolution Except as may be otherwise provided in this Agreement, all clairns, counterclaims, disputes, and other matters in question between OWNER and ENGINEER arising out of or relating to this Agreernent or the breach thereof willbedecided first by mediation, if the partiei mutually ugr."]orwith a-bench trial in a court of competent jurisdiction within the State of Iowa. Remedies Neither ENGINEER nor OWNER shall be liable to the other for special, indirect, purritive, or consequential darnages for clairns, disputes, or other matters in question uiirirg out of this or relating to this Agreement. This mutual waiver is applicable, without limitaiion, due to eitf,er party,s terminatioi of this Agreement. Terms and Conditions The terms and conditions of this Agreement will apply to the Services defined in the Scope of Services and represent the entire Agreement and supersede any prior proposals, Requests for eualifications, or Agreements. OWNER-supplied purchase order is for processing payment only; terms and conditions on the purchase order shall not apply to these Services. Strand Associates, IncP JDS:df.\R:WAD\D@m6B\Agreemenrs\W\War€r16, City of (IA)FnlEmudrBIdgMCCRplmt.2o26\Agr\4461.024 d8x www.strand.com Strand Associates, lncP J City of Waterloo, lowa Page 7 May 15,2026 IN WITNESS WHEREOF the parties hereto have made and executed this Agreement. ENGINEER: OWNER: STRAND ASSOCIATES,INC.@ CITY OF WATERLOO, IOWA Secretary Dave Boesen Mayor Date JDS:dfe\R:\tuAD\DEm6B\AgrmenE\W\Wat€tlm, City of (lAlFnlEfIluolBldgMCCRplmL2026\49\4461 014 dcr wwwstrand.com CITY OF o 715 Mulberry St, Waterloo, lA 50703 I Phone: (319) 291-0141 L Fax: CITYOFWATERTOOIOWA.COM - @ towA Community of Opportunity Date: June 1, 2026 To: Waterloo Mayor and Council From: Brad Manahl, Operations Director, Waste Management Services RE: Agreement for Design Services, Bidding-Related Services, and Construction-Related Services Final Effluent Building Electrical Updates Background Discussion: The final effluent building was originally constructed in 1996. lt consists of 4 vertical lift flood pumps that pump the treatment plants final effluent to the Cedar River when flow is no longer able to gravity out the river diffuser due to high river levels. This operation is a critical part of the treatment plant. lf this electrical equipment fails, we would back plant flow up in the treatment plant causing damage to critical treatment infrastructure and hinder the microbiology of the treatment plant which would jeopardize compliance of our NPDES permit. This agreement includes design, bidding and construction related services throughout the project. The costs associated for engineering and construction will be paid out of Waste Management Services operating budget. Recommended Action: lt is recommended approval for Design Servies, Bidding-Related Services, and Construction-Related Services of Final Effluent Building Electrical updates with Strand Associates, lnc. of Madison, Wisconsin in the amount not to exceed S128,000. +T Strand Associates, lncP 910 West Wingra Drive Madison, W|53715 (P) 608.251.4843 www.strand.com May 15, 2026 City of Waterloo 715 Mulberry Street Waterloo, IA 50703 Attention: Mr. Brad Manahl Agreement for Design Services, Bidding-Related Services, and Coustruction-Related Ser.vices Firral Effluent Building E,lectrical Updates JDS:dfe\tl\lv,tAD\Dmmenb\Agreemenrs\Mwaterl@, city of (lAlFnlEfttumtBldgN,lccRplmt 2026\A8M$l m4.dex STRAND ASSOCIATES" E xce I lence i n E ngine e ri ngsn' Re This is an Agreement between the City of Waterloo, Iowa, hereinafter referred to as OWNER, and Strand Associates, Inc.o, hereinafter referred to as ENGINEER, to provide Design Services, Bidding-Related Services, and Construction-Related Services (Services) for the Final Effluent Building Electrical Updates project. This Agreement shall be in accordance with the following elements. Scope of Services ENGINEER will provide the following Services to OWNER. Design Services l. Conduct ap on-site kickoff rneeting to review the project schedule, deliverable schedule milestones, review project parameters, and gather information for design. 2. Prepare drawings and technical specifications for removal and replacetnent of the existing motor conirol center (MCC), lighting parrel, lightirrg panel transformer, lighting, the existing motor stafters and variable frequlncydrives (VFDs) for four final effluent pumps, and instrumentatiotl (one level transducer and t*o float switches). The existing feeders to the MCC will be reused. 3. Prepare control descriptions for programmable lo€ic controller (PLC) programming modificatiols to incorpoiate the addition of VFDs for four final effluent pLrmps. The existing PLC willbe reused. 4. prepare drawings and technical specifications for the replacement of the electric unit heater and exhaust fan in Ihe control room, replacement of the exhaust fan in the pump room, and the addition of mechanical cooling within the control room. 5. Conduct a virlual review meeting with OWNER at approximately 60 percent design. Submit drawings and technical specifications for review one week prior to the meeting. Incorporate OWNER's comments, as appropriate, following the meeting' 6. Conduct a virtual review meeting with OWNER at approximately 90 percent design. Submit drawings and technical specifications for review one week prior to the meeting. Incorporate OWNER's comments, as appropriate, following the meeting' ArizonallllinoisllndianallowalKentuckylohiolTennesseelTexaslwisconsin Strand Associates, !ncP City of Waterloo, Iowa Page 2 May 15,2026 7. Prepare pre-bid opinions of probable construction costs (OPCC) for the project at the 60 and95 percent design stages and submit to OWNER. The OPC'C will be pr"pur"d i"n accordance withthe Association for the Advarrcement of Cost Engineering Cost Estimaie Classification System,Class 4 estimate. 8' Drepare Bidding Documents using technical specifications, engineering drawings, andOWNER-provided front end documents. Bidding-Related Services l' Distribute Bidding Documents electronically through QuestCDN, available at www.strand.com and www'questcdn.com. Submit Advertisement to Bid io OWNEh for publishing. 2. Prepare addenda and answer questions during bidding. 3' Attend virtual bid_opening, tabulate and analyze bid results, and assist OWNER in the award ofthe Construction Contract. 4. Prepare two sets of Contract Documents for signature. Construction-Related Services l' Provide construction contract administratio-n including vinual attendance at the preconstruction conference, review of up to two iterations of up to 25 ofthe contractor's shop drawing submittals,review of up to l8 of the contractor's p.eriodic pay requests, viftual utt"ndun"" at up to eightconstruction progress meeti,gs, and participation in project closeout. 2' Provide resident proj.ect representative (RPR) for part-tirne observarion of construction. Thisincludes two site visits to review construction progress which are anticipated to be atapproximatell fp nercent project completion and it project substantial iornpletion forpreparation of a list of items to be compleied or corrected. 3' Provide record-drawings in electronic forrnat from information compiled from the contractor,srecords' ENGINEER-is_providing dllltg Services only for r".oid a,.u*ingr based op therecords presented to ENGINEER by owNER and the coniractor. ENGINEER will not be liablefor the accuracy of the record drawing information provided by OWNER aJ the contractor. Service Elements Not Included The fbllowing services are not included in this Agreement. If such services are required, they will beprovided through an amendment to this Agreemenior through a separate agreement. l. Additional and Extended Services during construction made necessary by: Work damaged by fire or other cause during construction. A significant amount of defective or neglecied work of any contractor Prolongation of the time of the construciion contract. Default by contractor under the construction contract. a. b. c. d. ')Additional Site Visits and/or Meetings: Additional oWNER-required site visits or meerings. JDS dfe\R.\Ir,lAD\Dqmenb\Agrem€nts\W\Wa. l@, City of (t^)\FhlEmuen8ldgMccRplcmr 2026\Agr\446i.024 dftr www.strand.com -) Strand Associates, tnc9 City of Waterloo, Iowa Page 3 May 15,2026 Bidding Alternatives and Bid Phasing: Any services involved in providing bidding alternatives or bidding phases. 4 5 Preparation for and/or Appearance irr Litigation on Behalf of OWNER: Any services related to litigation. Review of Product Substitutions Proposed by Contractor: ENGINEER's cost for evaluating substitute products is not included. Revising Designs. Drawings. Specifications. and Docurnents: Any services required after these items have been previously approved by state or federal regulatory agencies, because ofa change in project scope or where such revisions are necessary to comply with changed state and federal regulations that are put in force after Services have been partially completed. 7. Services Furldghqd Durilg Readvet{s€rt1qnt for: Bids, if Ordered bv OWNER: If a Contract is not awarded pursuant to the original bids. Services Related to Lead Paint. Asbestos, Buried Wastes, and Contamination: Should lead paint, asbestos, buried solid, liquid, or potentially hazardous wastes or subsurface or soil contarnination be uncovered at the site, follow-up investigations may be required to identifo the nature and extent of such wastes or subsurface soil or groundwater contamination and to detennine appropriate methods for managing of such wastes or contarnination and for follow-up monitoring. Investigation, design, or construction-related services related to lead paint, asbestos, buried solid, liquid, or potentially hazardous wastes or soil or groundwater contamination will be provided by others. Unsolicited Media: Any seruices that include the review or analysis of r.rnsolicited media includittg, but not limited to, photographs, videos, and drone footage provided by OWNER or contractors unless specifically requested and agreed to in writing. ENGINEER's use of electronic construction administration programs (e.g., e-builder, Newforma) is limited to the Scope of Services defined in this Agreement. ENGINEER is not responsible for the review of unsolicited media uploaded to these prograrns unless specifically requested and agreed to in writing. Compensation OWNER shall compensate ENGINEER for Seruices under this Agreement a lump sum of $128,000 allocated as follows: Scope Itenr Compensation 6 8 9 Design Services B idding-Related Services Construction-Related Serv ices Total $ 82,500$ 5,000 $ 40.s00 $_t28-000 Only sales taxes or other taxes on Services that are in effect at the time this Agreement is executed are included in the Compensation. If the tax laws are subsequently changed by legislation during the life of this Agreement, this Agreement will be adjusted to reflect the net change. The lurnp sum for the Services is based on wage scale/hourly billing rates, adjusted annually on Jrrly 1, that anticipates the Services wilt be completed as indicated. Should the completion time be extended, it may be cause for an adjustment in the lump sum that reflects any wage scale adjustments made. JDS:dfe\R:WADD@nraB\AgrcmenE\Mwatql@, City ol(tAlFnlEmuotBldEMCCMmt.2026\Agr\4461.024 dGx www.strand.com Strand Associates, !ncP City of Waterloo, Iowa Page 4 May 15,2026 The lump sum will not be exceeded without prior notice to and agreement by OWNER but may be adjusted for time delays, time extensions, amendments, or changJs in the Scope of Service.. any adjustments will be negotiated based on ENGINEER's increase oid""."use in costs caused by delayi, extensions, amendments, or changes. Schedule Services will begin ttpon execution of this Agreement, which is anticipated the week of May lg,2026. Services are scheduled for cornpletion on September 30,2027. Standard ofCare The Standard of Care for.all Services performed or furnished by ENGINEER under this Agreement will be the care and skill ordinarily used by members of ENGINELR's profession practicirrg under similar circumstances at the same time and in the same locality. ENGINEER makes nb *urru,li"s, express orimplied, under this Agreement or otherwise, in connection with ENGINEER's Services. OWNER's Responsibilities l. Assist ENGINEER by placing at ENGINEER's disposal all available information peftinent to this project including previous repofts, previous drawings and specifications, and any other data relative to the scope ofthis project. 2. Furnish to ENGINEER, as required by ENGINEER fbr performance of Services as paft of this Agreement, data.prepared by or services of others obtained or prepared by OWNER relative tothe scope of this project, such as soil borings, probings and iubsurface explorations, and laboratory tests.and inspections of samples, all of which ENGINEER may rely upon inperforming Services under this Agreement. 3. Provide access 19 11a qa\e all provisions for ENGINEER to enter upon public and private lands as required for ENGINEER to perforrn Services under this Agreernent. ' 4. Examine all reporls, sketches, estimates, special provisions, drawings, and other documents presented by ENGINEER and render, in writing, decisions pertaining thlreto within a reasonable time so as not to delay the performance of ENCINEER. 5' Provide all legal services as may be required for the developrnent of this project. 6. Provide the front end documents that require the contractor to name ENCINEER as an additional insured on contractor's General Liability and Automobile Liability insurance policies and to indemnify ENGINEER to the same extent that the contractor insures and indemnifies OWNER. 7. Pay all permit and plan review fees payable to regulatory agencies. Opinion of Probable Cost 4n_V_1pll,!nsof probable cost prepared by ENGINEER are supplied for generalguidance of OWNER only.ENCINEER has no control over com.petitive bidding or mirket "on-ditions ind cannot guarantee the accuracy of such opinions as compared to contract bidi or actual costs to OWNER. If OWIIER requires tnore than general guidance, then OWNER agrees to obtain an independent cost estimate by others. JDS:dfe\R v'lAD\Dmm66\ASrements\Mwarslm, city of 0ANFnlEfllum,BldgMCCRplmr 2026\4gr\446:1 024 d@r www.strand.com Strand Associates, lnc9 City of Waterloo, Iowa Page 5 May 15,2026 Observation Services In furnishing observation services, ENGINEER's efforts will be directed toward determining for OWNER that the completed project will, in general, conform to the Contract Documents; but ENGINEER wilI not supervise, direct, or have control over the contractor's work and will not be responsible for the contractor's construction means, methods, techniques, sequences, procedures, or health and safety precautions or programs, or for the contractor's failure to perfonn the construction work in accordance rvith the Contract Documents. Payment Requests ENGINEER's review of Payment Requests from contractor(s) will not impose responsibility to detennine that title to any of the work has passed to OWNER free and clear of any liens, claims, or other encumbrances. Any such service by ENGINEER will be provided through an amendment to this Agreement. Changes OWNER may make changes within the general scope of this Agreement in the Services to be performed. If such changes cause an increase or decrease in ENGINEER's cost or time required for perfonlance of any Seruices r.rnder this Agreement, an equitable adjustment will be made and this Agreement will be rnodified in writing accordingly. No services for which additional compensation rvill be charged by ENGINEER will be firmished without the written authorization of OWNER. The fee established herein will not be exceeded without agreement by OWNER but may be adjusted for time delays, time extensions, amendments, or changes in the Scope of Services. If there is a modification of Agency requirements relating to the Services to be performed under this Agreerrent subsequent to the date of execution of this Agreement. the increased ol'decreased cost of performance of the Services provided for in this Agreement wilI be reflected in an appropriate modification of this Agreement. Extension ofServices This Agreement may be extended for additional Services upon OWNER's authorization. Extension of Services will be provided for a lump sum or an hourly rate plus expenses. Payment OWNER shall rnake monthly payments to ENGINEER for Services perfotmed in the preceding month based upon rnonthly invoices. Nonpayment 30 days after the date of receipt of invoice may, at ENGINEER's option, result in assessment of a 1 percent per month carrying charge on the unpaid balance. Nonpayment 45 days after the date of receipt of invoice may, at ENGINEER's option, result in rrrp"nrion of Ser.riies upon five calendar days' notice to OWNER. ENGINEER will have no liability to OWNER, and OWNER agrees to make no claim for any delay or damage as a result of such suspension caused by any breach of thiJ Agreement by OWNER. Upon receipt of payment in full of all otrtstanding sums due from OWNER, or curing of such other breach which caused ENGINEER to suspend Services, ENGINEER will resume Services and there will be an equitable adjustrnent to the remaining project schedule and compensation as a result of tlte suspension' 2 J JDS dfe\R.WAD\D@msE\Alrements\W\Warql@, City of (lA)\fnlEfllum8ldgMCCRplmt 2026\A914463 024 d8 www.strand.com Ciry of Waterloo, Iowa Page 6 May 15,2026 Failure to make payments to ENGINEER is cause for termination upon two-week notice to OWNER. Termination This Agreement may be terminated with cause in whole or in parl irr writing by either pafty subject to a two-week notice and the right of the party being terminated to meet and diicuss the terminatioir before the termination takes place. ENGINEER will be paid for all completed or obligated Services up to the date of termination. Data Provided by Others ENGINEER is not responsible for the quality or accuracy of data nor for the methods used in the acquisition or development of any such data where such data is provided by or through OWNER, contractor, or others to ENGINEER and where ENGINEER's Services are to be based upon such data. Such data includes, but is not limited to, soil borings, groundwater data, chernical analysei, geotechnical testing, reports, calculations, designs, drawings, specifications, record drawings, contractor'i marked-up drawings, and topographical surveys. Third-Party Beneficiaries Nothing contained in this Agreement creates a contractual relationship with or a cause of action in favor of a third party against either OWNER or ENGINEER. ENCINEER's Services under rhis Agreenlent are !911s-nllormed solely for OWNER's benefit, and no other pafty or entity shall have any c*laim against ENGINEER because of this Agreement or the perfonnance or nonperfoinance of Services hereunder. OWNER and ENGINEER agree to require a similar provision in all contracts with contractor.s, subcotrtractors, subconsultants, vendors, and other entities involved in this project to carry out the intent of this provision. Dispute Resolution Except as may be otherwise provided in this Agreement, all clairns, counterclaims, disputes, and other matters in question between OWNER and ENGINEER arising out of or relating to this Agreernent or the breach thereof willbedecided first by mediation, if the partiei mutually ugr."]orwith a-bench trial in a court of competent jurisdiction within the State of Iowa. Remedies Neither ENGINEER nor OWNER shall be liable to the other for special, indirect, purritive, or consequential darnages for clairns, disputes, or other matters in question uiirirg out of this or relating to this Agreement. This mutual waiver is applicable, without limitaiion, due to eitf,er party,s terminatioi of this Agreement. Terms and Conditions The terms and conditions of this Agreement will apply to the Services defined in the Scope of Services and represent the entire Agreement and supersede any prior proposals, Requests for eualifications, or Agreements. OWNER-supplied purchase order is for processing payment only; terms and conditions on the purchase order shall not apply to these Services. Strand Associates, IncP JDS:df.\R:WAD\D@m6B\Agreemenrs\W\War€r16, City of (IA)FnlEmudrBIdgMCCRplmt.2o26\Agr\4461.024 d8x www.strand.com Strand Associates, lncP J City of Waterloo, lowa Page 7 May 15,2026 IN WITNESS WHEREOF the parties hereto have made and executed this Agreement. ENGINEER: OWNER: STRAND ASSOCIATES,INC.@ CITY OF WATERLOO, IOWA Secretary Dave Boesen Mayor Date JDS:dfe\R:\tuAD\DEm6B\AgrmenE\W\Wat€tlm, City of (lAlFnlEfIluolBldgMCCRplmL2026\49\4461 014 dcr wwwstrand.com CITY OF o 715 Mulberry St, Waterloo, lA 50703 I Phone: (319) 291-0141 L Fax: CITYOFWATERTOOIOWA.COM - @ towA Community of Opportunity Date: June 1, 2026 To: Waterloo Mayor and Council From: Brad Manahl, Operations Director, Waste Management Services RE: Agreement for Design Services, Bidding-Related Services, and Construction-Related Services Final Effluent Building Electrical Updates Background Discussion: The final effluent building was originally constructed in 1996. lt consists of 4 vertical lift flood pumps that pump the treatment plants final effluent to the Cedar River when flow is no longer able to gravity out the river diffuser due to high river levels. This operation is a critical part of the treatment plant. lf this electrical equipment fails, we would back plant flow up in the treatment plant causing damage to critical treatment infrastructure and hinder the microbiology of the treatment plant which would jeopardize compliance of our NPDES permit. This agreement includes design, bidding and construction related services throughout the project. The costs associated for engineering and construction will be paid out of Waste Management Services operating budget. Recommended Action: lt is recommended approval for Design Servies, Bidding-Related Services, and Construction-Related Services of Final Effluent Building Electrical updates with Strand Associates, lnc. of Madison, Wisconsin in the amount not to exceed S128,000. CITY OF 4A LOO IOWA COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Steven Kjergaard, Director of Aviation Airport Department AGENDA ITEM TITLE MEETING DATE June 1, 2026 Resolution approving a Construction -Related Services Agreement with AECOM Technical Services, Inc., of Waterloo, Iowa, in the amount of $385,800.00, in conjunction with the Rehabilitate Runway 18135 Outside of Runway 12130 Safety Area, FAA AIP Project No. 3-19-0094-060, and authorizing the Mayor to execute said document. RECOMMENDED COUNCIL ACTION 6-111►►,I►►AFA:Y&IIr_r0:1i►iI=1'k&Ik"IIII :YiT@l:[r]ZT9111ZIIlI'►1&121&fill II:Q2 NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES FAA Al P - 90% PFC Revenue (Airport) - 10% ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. ALO TO#6 Runway 18-36 Rehab Outside Runway 12-30 RSA - CRS 2. IFE Mem❑ To Steven 18-36 CRS AECOM �Com 501 Sycamore Street Suite 222 Waterloo; Iowa 50703 ww+,v.aecom. com CONSTRUCTION -RELATED SERVICES (CRS) REHABILITATE RUNWAY 18136 OUTSIDE OF RUNWAY 12130 RUNWAY SAFETY AREA WATERLOO REGIONAL AIRPORT WATERLOO, IOWA FAA AIP 3-19-0094-960 319-232-6531 tel 319-439-3089 fax Project Description - See Attached Exhibit A, Scope of Services Scope of Services - See Attached Exhibit A, Scope of Services Compensation Compensation for services for this project shall be a cost-plus fixed fee not to exceed Three Hundred Eighty -Five Thousand Eight Hundred Dollars ($385,800.00). See attached Exhibit B, Consultant Cost Summary. General Conditions Except as specifically amended by this Individual Project Agreement, Services shall be provided in accordance with the Professional Services Agreement for the Waterloo Regional Airport, entered between AECOM Technical Services, Inc. ("ATS") and the City of Waterloo ("Client") dated December 2, 2024. APPROVED: CITY OF WATERLOO, IOWA By. David Boesen, Mayor APPROVED: AECOM TECHNICAL SERVICES, INC. sy 9, , , Michelle M. Sweeney, PE, P I OE Associate Vice President Date Date— 05/20/2026 AECOM Page 1 CONSTRUCTION -RELATED SERVICES (CRS) REHABILITATE RUNWAY 18136 OUTSIDE OF RUNWAY 12130 RUNWAY SAFETY AREA WATERLOO REGIONAL AIRPORT WATERLOO, IOWA FAA AIP 3-19-0094-060 EXHIBIT A Project Description The project is described as the Rehabilitation of Runway 18136 outside of the limits of the Runway 12130 Runway Safety Area at the Waterloo Regional Airport, Waterloo, Iowa. The project includes rehabilitation of approximately 1,050 feet of Runway 18136. The rehabilitation of this section of runway will include a concrete overlay on the existing asphalt pavements with asphalt transitions to adjoining pavements. It is anticipated that design and construction of this project will be funded in park with Federal funds received through the above listed Federal Aviation Administration (FAA) Airport Improvement Program (AIP) Grant. II. Scope of Services The work to be performed by the Consultant shall encompass and include work, services, materials, equipment and supplies necessary to provide construction -phase services. The design phase has been completed, and the project is currently in the bid phase. The construction -phase services shall be divided into the following tasks: Assemble Construction Documents. This task consists of assisting the Sponsor in assembling the contract documents for execution by the Contractor and the Sponsor. 2. Issued for Construction Project Documents. This task consists of preparing eleven (11) sets of plans and project manuals issued for construction. a. FAA. One (1) electronic copy of the issued for construction set of plans and project manual. Plans will be half-size (11" x 17"). b. Sponsor. Two (2) hard -bound copies of the issued for construction set of plans and project manual (office file, Project Engineer, project construction observer and project surveyor). Plans will be half-size (11" x 17"). C. Consultant. Four (4) hard -bound copies of the issued for construction set of plans and project manual (office file, Project Engineer, project construction observer and project surveyor). Plans will be half-size (11" x 17"). d. Contractor. Five (5) hard -bound copies of the issued for construction set of plans and project manual. Four (4) sets will be half-size (11" x 17") and one set will be full-size (22" x 34"). 3. Preconstruction Conference. This task consists of preparation of meeting agenda, attending and conducting a preconstruction conference for both projects with representatives of the Contractor, Sponsor, Consultant, FAA and affected utilities, preparing meeting minutes and distribution to meeting attendees and critical organizations not represented at the meeting. The preconstruction conference will be attended by the Project Manager, Construction Engineer and the Resident Project Representative. AECOM Page 2 4. Construction Surveying. This task consists of establishing horizontal and vertical control for the project. In addition, this task includes checking the Contractor survey notes for accuracy and method of staking. Contractor's survey will be checked prior to beginning work in the area staked, and periodically for grade and alignment. The survey notes received from the Contractor will be organized, checked and filed for reference during the project. 5. Shop Drawings and Submittals. This task consists of reviewing the following shop drawings and other submittals from the Contractor as required by the contract documents for general conformance with the design concept of the project and compliance with the information given in the contract documents. Submittals and shop drawings will also be reviewed for compliance with Build America, Buy America Provisions of the contract. a. Contractor's Safety Plan Compliance Document (SPCD) b. Embankment Material c. Silt Fence d. Asphalt Patch Material e. Asphalt Crack Sealing f. Asphalt Leveling Course g. Tack Coat h. Portland Cement Concrete Pavement i. Joint Sealant j. Runway and Taxiway Paint k. Reflective Media I. Seeding m. Topsoiling n. Mulching o. Handholes p. Structural Concrete 6. Construction Observation Programs 4COPI. This task consists of preparation of the COP(s) which will detail the measures and procedures that are required to verify general conformance with the approved plans and specifications. This program will be developed in accordance with the FAA Central Region AIP Sponsor Guide Section 1000 and submitted for FAA review and approval. The Contractor shall be provided with copies of the FAA -approved COP at least 10 calendar days before the pre - construction conference. 7. Construction Assistance. This task consists of answering design interpretation questions from the Sponsor, Contractor, review staff and appropriate agencies. 8. Pay Applications and Reimbursement Forms. This task consists of preparing and processing monthly applications for payment to the Contractor and forwarding to the Sponsor for execution with recommendations for approval and payment. 9. Labor and Payroll Reports. This task consists of reviewing weekly labor and payroll reports for compliance with the Davis -Bacon Act, conducting on -site employee interviews, conducting E.E.O. site inspections and completion of GSA Form 1445. It is anticipated that thirty (30) an -site interviews for wage rate compliance will be conducted. Original documents will be submitted to the Sponsor at completion of project for storage. AECOM Page 3 10. Testing of Materials. This task consists of providing field testing and materials testing in accordance with the COP. Braun Intertec will provide quality assurance testing as identified in the COP. 11. Engineer Site Visits. This task consists of the Project Manager and/or Engineer conducting a total of twelve (12) periodic site visits to the construction site by design personnel at appropriate stages of construction to observe the progress, safety and quality of the construction. The Engineer's representative will meet with the representatives of the Sponsor and the Consultant to discuss the project's progress and to identify areas of concern to facilitate the construction. For the Engineer site visits, a detailed site visit memo shall be prepared summarizing the visit and submitted to the Sponsor. These site visits are separate from construction observation. 12. Change Orders. This task consists of coordinating with the Sponsor and Contractor in preparing and processing contract change orders. Change orders will be submitted to FAA for review and approval prior to their execution. 13. Pre -Paving Conference. This task consists of a meeting with the Contractor, quality assurance testing lab, resident project representative and the Project Manager to discuss the testing requirements and paving plan to assure that controls are in place to meet the project specifications prior to beginning paving operations. 14. Construction Observation. This task consists of providing full-time field observation during construction to review the work of the Contractor to determine if the work is proceeding in general accordance with the contract documents and that completed work appears to generally conform to the contract documents. Construction observation is based an providing one full-time, on -site resident project representative for seven (7) hours per day for the full construction contract time of One -hundred (180) calendar days. Staffing requirements may be adjusted during the project in relation to the level of construction activity. 15. Weekly Construction Meetings. This task consists of meeting with the airport staff, tenants, and the Contractor for eighteen (18) weekly progress meetings throughout the construction phase of the project. The meeting is to discuss project status, safety, operations, construction issues and upcoming construction schedule. 16. Weekly Construction Reports. This task consists of preparation and the twenty- eight (28) weekly submittals of FAA Form 5370-1, Construction Progress and Inspection Report, to the Sponsor and FAA. Reports will be completed in accordance with the AIP Sponsor Guide. A summary of the testing conducted and test results in the week and in -progress construction photographs shall be attached to the weekly reports. A similar report format may be used if approved by the FAA. 17. Non -Compliance Reporting. This task consists of reporting to the Sponsor work believed to be unsatisfactory, faulty or defective or does not generally conform to the contract documents and advising the Sponsor of work that should be corrected or rejected. 18. Contractor Modifications. This task consists of reviewing, evaluating and making recommendations to the Sponsor and FAA for consideration on suggestions for modifications that have been proposed by the Contractor. AECOM Page 4 19. Project Files. This task consists of maintaining files for correspondence, reports of the job conferences, shop drawings, and sample submissions, reproductions of original contract documents including addenda, change orders, field modifications, additional drawings issued subsequent to the execution of the contract, Engineer clarifications and interpretations of the contract documents, progress reports and other project -related documents. 20. Daily Reports. This task consists of the Resident Project Representative keeping a diary, log book or report for those times on site, recording hours an the job site; weather conditions; data relative to questions of extras or deductions; list of visiting officials and representatives of manufacturers, fabricators, suppliers and distributors; activities; decisions, observations in general and specific observations in more detail when necessary, as in the case of observing test procedures. As part of this task, weekly construction progress and inspection reports will be prepared and submitted to the FAA. 21. Punch List. This task consists of conducting a review of the project near completion and preparing a list of items Punch List to be completed or corrected. 22. Final Review. This task consists of performing a field observation of the completed project before a final application for payment is processed for the Contractor. 23. Project Closeout. This task consists of assisting the Sponsor with project completion and final closeout documentation from the Contractor for the FAA by providing the required documentation as identified in the Central Region Airports Division AIP Sponsor Guide Section 1600. a. Final Outlay Report— Standard Form SF-271 b. Federal Financial Report — Standard Form SF-425 C. Final Project Cost Summary d. Final Construction Report 1) Brief Narrative of Work Accomplished 2) Summary of Key Milestone Dates 3) Contract Time, Including Explanation of Liquidated Damages (If Required) 4) Statement of Compliance With Contract Labor Provisions 5) Administrative Costs 6) Engineering Costs 7) Force Account (If Any) 8) Construction Costs 9) Build America, Buy America Provisions 1 D} Airfield Lighting Equipment 11) Construction Material Testing and Acceptance 12) Final Inspection Report/Record of Completion 13) Contractor's Final Statement of Completion 14) Project Photographs e. As -Built Record Drawings 24. Record Drawings. This task consists of providing the Sponsor with a copy of Record Drawings of the construction plans for the project based on the construction observation records of the review staff and Contractor showing those changes made during construction considered significant. Two copies of the Record Drawings in electronic and reproducible format will be provided to the Sponsor. One electronic copy would be for the FAA. AECOM Page 5 25. Construction Administration. This task consists of construction administration and coordination of the project. Interoffice meetings, general day-to-day administrative responsibilities, and typing of interoffice memoranda and minutes of meetings are included in this task. L'Secure_GCS',Administration'AGREE'%PROFIALO T0#6 Runway 18-36 Rehab outisde Runway 12-30 RSA.doc IV 1►1 REHABILITATE RUNWAY 18136 OUTSIDE OF RUNWAY 12130 RUNWAY SAFETY AREA Waterloo Regional Airport Waterloo, Iowa FAA AIP 3-19-0094-060 Construction -Related Services Consultant Cost Summary Direct Labor Cost Category Senior Professional Project Professional Staff Professional Professional CADD Operator II CADD Operator I Senior Technician Technician Project Support Payroll Burden and Overhead Costs Direct Project Expenses Category Mileage Air Fare Per Diem Lodging Rental Car B/W Copies Color Copies Plan Copier EDM Equipment GPS Equipment Miscellaneous. Other AECOM Estimated Actual Costs Hours Rate/Hour 116 $103.50 216 $80.70 168 $58.30 228 $40.45 224 $39.90 0 $24.80 1418 $46.85 0 $28.70 132 $44.80 2502 Amount S12,006.00 S17,431.20 $9,794.40 $9,222.60 $8,937.60 $0.00 S66,433.30 $0.00 $5.913.60 119.05% Units Rate/Unit Amount 10000 0.725 7,250.00 0 700.00 0.00 0 60.00 0.00 0 110.00 0.00 0 70.00 0.00 5,000 0.06 300.00 3,000 0.22 660.00 100 0.50 50.00 80 15.00 1,200.00 4 15.00 60.00 1 1000.00 1,000.00 Subcontract Expense Braun Intertec - Testing Services Estimated Actual Costs Fixed Fee (15% of Items I & II) Rounded Maximum Amount Payable Rounded Exhibit B $129,738.70 $154,453.92 S10,520.00 $294,712.62 $294,700.00 S48,500.00 $343,200.00 S42,600.00 $385, 800.00 Exhibit B REHABILITATE RUNWAY 13136 OUTSIDE OF RUNWAY 12130 RUNWAY SAFETYAREA Waterloo Regional Airport Waterloo, Iowa FAA AIP 3-19-OD94-060 Construction -Related Services Staff Hour Estimate Item No. Description Senior Prof Project Prof Staff Prof Prof CADD Operator II CADD Operator I Senior Technician Technician Project Support Totals 1 Assemble CDnstrucd— Documents 4 4 8 2 Issued for Construction Pmieot DDcumem 8 8 8 24 3 Pre-Const ffc Conf—n- 4 8 12 4 Cannruaion surveying 8 40 48 5 shop Drawings and Subm-Mls 8 16 24 40 88 6 Construction observation Plan 8 24 32 7 Ccnnruction Assistance 40 40 24 104 8 Pay Appliations and Reimbursement Forms 24 24 9 Labor and Payroll Reports a 24 32 10 Testing Df Materials 24 24 46 11 Engineer srteVisits 16 40 40 96 12 Change Orders 4 8 4 16 13 Pre-Pa%ingConference 8 8 8 24 14 Ccnnruaion observation 1260 1260 15 Weekly Construction Meetings 16 24 40 80 16 Weekly Construction Reports 18 18 17 Nnn-Compliance Reporting a 16 24 18 CcntrattDr MDdifiatbm 8 8 16 19 Project Files 24 24 20 Daily Reports 24 24 21 Punch ua 8 24 16 46 22 Final Review 8 40 16 64 23 Project Closeout 4 40 40 120 204 24 RecDrd Drawing 24 60 34 25 CcnnructionAdmirisn-ax 40 60 100 Total Design Services 116 216 168 226 224 D 1419 D 132 25D2 Exhibit C Av/IT " FAA Airports y� d Contract Provision Guidelines for Obligated Sponsors and Airport Improvement Program Projects (Issued on December 29, 2025) Contents CurrentChanges........................................................................................................................................... 3 Contract Guidance........................................................................ 4 1. Purpose of this Document.........................................................................................................4 2. Sponsor Actions.........................................................................................................................4 3. Typical Procurement Steps........................................................................................................5 4. Applicability Matrix for Contract Provisions..............................................................................6 Appendix A— CONTRACT PROVISIONS......................................................................................................... g Al ACCESS TO RECORDS AND REPORTS.. ................................................................................... ... 9 A2 BREACH OF CONTRACT TERMS...............................................................................................10 A3 BUY AMERICAN PREFERENCE..................................................................................................11 A4 CIVIL RIGHTS - GENERAL..........................................................................................................22 A5 CIVIL RIGHTS — TITLE VI ASSURANCE.......................................................................................24 A6 CLEAN AIR AND WATER POLLUTION CONTROL......................................................................30 A7 CONTRACT WORKHOURS AND SAFETY STANDARDS ACT REQUIREMENTS ............................31 A8 COPELAND "ANTI -KICKBACK" ACT...........................................................................................33 A9 DAVIS-BACON REQUIREMENTS...............................................................................................35 A10 DEBARMENT AND SUSPENSION..............................................................................................42 All DISADVANTAGED BUSINESS ENTERPRISE..............................................................................44 Al2 DISTRACTED DRIVING..............................................................................................................49 A13 PROHIBITION ON CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE SERVICES OR EQUIPMENT............................................................................................................................. 50 A14 DRUG FREE WORKPLACE REQUIREMENTS..............................................................................51 Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 1 A1S FEDERAL FAIR LABOR STANDARDS ACT (FEDERAL MINIMUM WAGE)...................................52 A16 LOBBYING AND INFLUENCING FEDERAL EMPLOYEES.............................................................53 A17 ❑CCUPATI0NAL SAFETY AND HEALTH ACT OF 1970...............................................................5S A18 PROCUREMENT OF RECOVERED MATERIALS..........................................................................56 A19 RIGHT TO INVENTIONS............................................................................................................58 A20 SEISMIC SAFETY.......................................................................................................................59 A21 TAX DELINQUENCY AND FELONY CONVICTIONS.....................................................................61 A22 TERMINATION OF CONTRACT.................................................................................................64 A23 TRADE RESTRICTION CERTIFICATION......................................................................................71 A24 VETERAN'S PREFERENCE.........................................................................................................73 A25 DOMESTIC PREFERENCES FOR PROCUREMENTS....................................................................74 A26 PROHIBITION OF COVERED UNMANNED AIRCRAFT SYSTEMS(UAS).........................................75 Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 2 CURRENT CHANGES Item Changes Editorial updates Updates were made mainly to address: made to the May 24, -2024 FAA Reauthorization Act provisions 2023 version -2 CFR Part 200 — Uniform Administrative Requirements, Cost (effective December Principles, and Audit Requirements for Federal Awards 29, 2025) -Recently issued Executive orders, some of which rescinded prior Executive Orders Provisions removed are: -A2: Affirmative Action Requirement -A16: Equal Employment Opportunity (EEO) -A19: Prohibition of Segregated Facilities Title VI section updated DBE section updated Buy American Preference section updated Provision added (A26): Prohibition of Covered Unmanned Aircraft Systems (UAS) Editorial update made The link on page 35 was updated to reflect changes to the to the January 23, Department of Labor webs ite. 2023 version (effective May 24, 2023) Editorial updates Pages 7, 16, 19, 20, 25, and 42 of Appendix A were edited to correct made to the grammatical mistakes, update internal document links, and correct November 17, 2022 the name of the Title VI List of Pertinent Nondiscrimination Acts version (effective and Authorities. January 23, 2023) Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 3 CONTRACT GUIDANCE 1. Purpose of this Document a) The purpose of this document is to establish a convenient resource for Sponsors that consolidates Federal contract provisions and clauses into one document that includes an applicability matrix. This document itself does not create, revise or delete requirements for participation in the Airport Improvement Program (AIP) and Infrastructure Investment and Jobs Act (IIJA) grant programs. The source of requirements addressed within this document are identified within the section for each individual clause. b) While this document is intended to assist Sponsors with their compliance efforts, it does not alter or modify the terms of any applicable statute or regulation, is not a substitute for reading the regulation and the applicability matrix, and each corresponding document section, nor does it constitute legal advice. cj Federal laws and regulations require that a Sponsor (a recipient of federal assistance) include specific clauses in certain contracts, solicitations, or specifications regardless of whether or not the project is federally funded. d) For purposes of remaining compliant with its obligations, a Sponsor must incorporate applicable contract provisions in all its procurements and contract documents. Unless otherwise stated, these provisions flow down to subcontracts and sub -tier agreements. e) Terminology: i. The term "Sponsor" is used in this document to mean either an obligated Sponsor on a project that is not federally funded, or a Sponsor on an AIP funded project. A Sponsor is a "recipient" of federal assistance when receiving AIP or other FAA grant funds. ii. The term "Owner" of a public use airport is generally used in the solicitation or contract clauses because of its common use in public contracts. An Owner becomes an obligated Sponsor upon acceptance of the AIP grant assurances associated with current or prior AIP grant funded projects. iii. For purposes of determining requirements for contract provisions, the term "contract" includes professional services, and subcontracts and supplier contracts such as purchase orders. iv. The term "contractor" is understood to mean a contractor, subcontractor, or consultant; and means one who participates, through a contract or subcontract (at any tier). The term "bid" is understood to mean a bid, an offer, or a proposal. vi. The term "applicant" means a bidder, offeror, or proposer for a contract. 2. Sponsor Actions In general, Sponsor's actions consistent with obligations: Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 4 a) Include in its procurements the provisions that are applicable to its project. b) Not incorporate the entire contract provisions guidelines in its solicitation or contract documents, whether by reference or by inclusion in whole. Incorporation of this entire guidance document creates potential for ambiguous interpretation and may lead to improper application that unnecessarily increases price. A Sponsor that fails to properly incorporate applicable contract clauses may place themselves at risk for audit findings or denial of Federal funding. c) Incorporate applicable contract provisions using mandatory language as required. The subheading entitled Applicability advises whether a particular clause or provision has mandatory language that a Sponsor must use. Mandatory Language —Whenever a clause or provision has mandatory text, the Sponsor must incorporate the text of the provision without change, except where specific adaptive input is necessary (e.g., such as the Sponsor's name). iL N❑ Mandatory Language — For provisions without mandatory language, this guidance provides model language acceptable to the FAA. Some Sponsors may have standard procurement language that is equivalent to those federal provisions. In these cases, Sponsors may use their existing standard procurement provision language provided the text meets the intent and purpose of the Federal law or regulation. d) Require the contractor (including all subcontractors) to insert these contract provisions in each lower tier contract (e.g., subcontract or sub -agreement). e) Require the contractor {including all subcontractors} to incorporate the requirements of these contract provisions by reference for work done under any purchase orders, rental agreements, and other agreements for supplies or services. f) Require that the prime contractor be responsible for compliance with these contract provisions by any subcontractor, lower -tier subcontractor, or service provider. g) Verify that any required local or State provision does not conflict with or alter a Federal law or regulation. 3. Typical Procurement Steps The typical procurement steps in a project are: 1) Solicitation, Request for Bids, ❑r Request for Proposals — This step is also called the Advertisement or Notice to Bidders. 2) Bidding or Accepting Proposals — In this stage, the bidders receive a complete set of the procurement documents, also known as the project manual. The project manual will typically include a copy of the solicitation, instructions -to -bidders, bid forms, certifications and representations, general provisions, contract conditions, copy of contract, project drawings, technical specifications, and related project documents. 3) Bid/ProposaI Evaluation — Period when Sponsor tabulates, reviews, and evaluates all proposals for bid responsiveness and bidder responsibility. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 5 4) Award — Point when the Sponsor formally awards the contract to the successful bidder. 5) Execution of Contract — Point at which the Sponsor formally enters into a legally binding agreement with bidder to perform services or provide goods. 4. Applicability Matrix for Contract Provisions Table 1 Matrix summarizes the applicability of contract provisions based upon the type of contract or agreement. The dollar threshold represents the value at which, when equal to or exceeded, the Sponsor must incorporate the provision in the contract or agreement. Supplemental information addressing applicability and use for each provision is located in Appendix A. Appendix A and the Matrix include notes indicating when the Sponsor may incorporate references in the solicitation in lieu of including the entire text. Sponsors are responsible for reviewing both the Matrix and each corresponding section to determine applicability of specific contract provisions. Meaning of cell values in table below: ■ Info —Sponsor has discretion on whether to include clause in its contracts. ■ Limited — Provision with limited applicability depending on circumstances of the procurement. ■ n/a — Provision that is not applicable for that procurement type. ■ NIS — Provision that does not need to be included or referenced in the solicitation document ■ REF — Provision to be incorporated into the solicitation by reference. • REQD — Provision the Sponsor must incorporate into procurement documents. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 6 Table 1— Applicability of Provisions Provisiorrs/Clauses 0 i° 0 F t0o u p Ln o w a Ln a o 7 o U E 5 c w a r 2pW a c 2 V Access to Records and Reports $ 0 NIS READ READ READ READ n/a Breach of Contract $350,000 NIS READ READ READ READ n/a Buy American Preferences $ 0 REF Limited REQD REQD Limited n/a (1) Buy American Statement $ 0 NIS Limited REQD REQD Limited n/a (2) Construction $ 0 NIS Limited REQD REQD Limited n/a (3) Equipment/Building Protects $ 0 NIS Limited REQD REQD Limited n/a CivilRights—General $0 NIS REQD READ READ REQD REQD Civil Rights - Title VI Assurances $ 0 REF REQD REQD REQD REQD REQD (1) Notice - Solicitation $ 0 REQD REQD REQD REQD REQD REQD (2) Clause - Contracts $ 0 NIS REQD REQD REQD REQD REQD (6) List — Pertinent Authorities $0 NIS REQD REQD REQD REQD REQD Clean Air/Water Pollution Control $150,000 NIS REQD REQD REQD REQD n/a Contract Work Hours and Safety Standards $100,000 NIS Limited REQD Limited Limited n/a Copeland Anti -Kickback $ 2,000 NIS Limited REQD Limited Limited n/a Davis Bacon Requirements $ 2,000 REF Limited REQD Limited Limited n/a Debarment and Suspension $25,000 REF REQD REQD REQD Limited n/a Disadvantaged Business Enterprise $01 REQD REQD REQD REQD REQD n/a ❑istracted Driving $15,000 NIS REQD REQD REQD REQD n/a Domestic Preferences for Procurements $0 NIS REQD REQD REQD REQD Info Federal Fair Labor Standards Act $ 0 REQD REQD REQD REQD REQD Info Foreign Trade Restriction $ 0 REQD REQD REQD REQD REQD n/a Lobbying Federal Employees $ 100,000 REF REQD REQD REQD REQD n/a Occupational Safety and Health Act $ 0 NIS REQD REQD REQD REQD Info Prohibition on Certain Telecommunications $0 NIS REQD REQD REQD REQD Info and Video Surveillance Services or Equipment Prohibition of Covered Unmanned Aircraft $0 REQD REQD REQD REQD REQD n/a Systems (UAQ Recovered Materials $10,000 REF Limited REQD REQD Limited n/a Riehtto Inventions $ 0 NIS Limited Limited Limited n/a n/a Seismic Safety $ 0 NIS Limited Limited Limited n/a n/a Tax Delinquency and Felony Conviction $ 0 NIS REQD REQD REQD REQD n/a Termination of Contract $10,000 NIS REQD REQD REQD REQD n/a Veteran's Preference $ 0 NIS REQD REQD REQD REQD n/a Airport Concessions Notes: 1. Language relative to solicitation for airport concessions does not need to be included in Al funded solicitations, since in no case are concessions activities funded with federal funds. 1 Under 49 CFR §§ 26.13(b) and 26.21, any sponsor with more than $250,000 in total contracting opportunities in 1 year must incorporate required language in each contract, regardless of the particular contract's dollar value. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 7 2. Sponsors must include the appropriate Civil Rights — Title VI language in their solicitation notices when they seek proposals for concessions, and in the resulting contracts. 3. For concessions agreements, use the column for Non-AIP contracts. See 49 CFR Part 23 for definitions, requirements, and clauses related to concessions and the Airport Concessions Disadvantaged Business Enterprise (ACDBE) program. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 8 APPENDIx A - CONTRACT PROVISIONS Al ACCESS TO RECORDS AND REPORTS A1.1 SOURCE 2 CFR § 200.334 2 CFR § 200.337 FAA Order 5100.38 A1.2 APPLICABILITY 2 CFR § 200.334 requires a Sponsor to retain records pertinent to a Federal award for a period of three years from submission of final closure documents. 2 CFR § 200.337 establishes that Sponsors must provide Federal entities the right to access records pertinent to the Federal award. FAA policy applies these requirements to the Sponsor's contracts and subcontracts of Al funded projects. Contract Types —The Sponsor must include this provision in all contracts and subcontracts of A I P funded projects. Use of Provision — N❑ mandatory language provided. The following language is acceptable to the FAA with meeting the intent of this requirement. If the Sponsor prefers to use different language, the Sponsor's language must fully satisfy the requirements of 2 CFR §§ 200.334 and 200.337. I211 am LV►M 0 :111 were] ►I I:M-1[11111 1981>1111,111114 ACCESS TO RECORDS AND REPORTS The Contractor must maintain an acceptable cost accounting system. The Contractor agrees to provide the Owner, the Federal Aviation Administration and the Comptroller General of the United States or any of their duly authorized representatives access to any books, documents, papers and records of the Contractor which are directly pertinent to the specific contract for the purpose of making audit, examination, excerpts and transcriptions. The Contractor agrees to maintain all books, records and reports required under this contract for a period of not less than three years after final payment is made and all pending matters are closed. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 9 A2 BREACH OF CONTRACT TERMS A2.1 SOURCE 2 CFR Part 200, Appendix II[A] A2.2 APPLICABILITY This provision requires Sponsors to incorporate administrative, contractual or legal remedies in the event that a contractor violates or breaches contract terms. The Sponsor must also include appropriate sanctions and penalties. Contract Types —This provision is required for all contracts that exceed the simplified acquisition threshold as stated in 2 CFR Part 200, Appendix II (A). This threshold is occasionally adjusted for inflation and is $350,000. Use of Provision — No mandatory language provided. The following language is acceptable to the FAA as meeting the intent of this requirement. If the Sponsor uses different language, the Sponsor's language must fully satisfy the requirements of 2 CFR Part 200. Select either "contractor" ❑r "consultant" as applicable. FIWI c31111111111111►Vi to] 13:11 wire]► II I:y_[+1<IgN W<11114 BREACH OF CONTRACT TERMS Any violation or breach of terms of this contract on the part of the [Contractor f Consultant] or its subcontractors may result in the suspension or termination of this contract or such other action that may be necessary to enforce the rights of the parties of this agreement. Owner will provide [Contractor f Consultant] written notice that describes the nature of the breach and corrective actions the [Contractor / Consultant] must undertake in order to avoid termination of the contract. Owner reserves the right to withhold payments to Contractor until such time the Contractor corrects the breach or the Owner elects to terminate the contract. The Owner's notice will identify a specific date by which the [Contractor J Consultant] must correct the breach. Owner may proceed with termination of the contract if the [Contractor J Consultant] fails to correct the breach by the deadline indicated in the owner's notice. The duties and obligations imposed by the Contract Documents and the rights and remedies available thereunder are in addition to, and not a limitation of, any duties, obligations, rights and remedies otherwise imposed or available by law. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 10 A3 BUY AMERICAN PREFERENCE A3.1 SOURCE Title 49 U.S.C. § 50101 Executive Order 14005, Ensuring the Future is Made in All of America hyAll of America's Workers Infrastructure Investment and Jobs Act (IIJA) (P.L. No. 117-58), Build America, Buy America (BABA) A3.2 APPLICABILITY The Buy American Preference incorporates statutory requirements and policies outlined in the in 49 U.S.C. § 50101, Executive Order 14005, and BABA. Section 50101 of 49 U.S.C. requires that all steel and manufactured goods used on AIP projects be produced in the United States. This section also gives the FAA the ability to issue a waiver to a Sponsor to use non -domestic material on an Al funded project subject to meeting certain conditions. A Sponsor may request that the FAA issue a waiver from the Buy American Preference requirements if the FAA finds that: 1) Applying the provision is not in the public interest. 2) The steel or manufactured goods are not available in sufficient quantity or quality in the United States. 3) The cost of components and subcomponents produced in the United States is more than 60 percent of the total components of a facility or equipment procured, and final assembly has taken place in the United States. Items that have an FAA standard specification item number (such as specific airport lighting equipment) are considered the equipment. 4) Applying this provision would increase the cost of the overall project by more than 25 percent. Executive Order 14005 advances the Administration's priority to use terms and conditions of Federal financial assistance awards to maximize the use of goods, products, and materials produced in, and services offered in, the United States. The Order directs, to the extent appropriate and consistent with applicable law, agencies shall partner with the Hollings Manufacturing Extension Partnership (MEP) to conduct supplier scouting in order to identify American companies that are able to produce goods, products, and materials in the United States that meet Federal procurement needs, prior to consideration of using non -domestic products. The Infrastructure Investment and Jobs Act (IIJA), Build America, Buy America {BABA} Act strengthens Made in America Laws and bolsters America's industrial base, protects national security, and supports high -paying jobs. Under BABA, iron, steel and certain construction materials are required to be 100% produced in the United States. Under the Infrastructure Investment and Jobs Act (IIJA) (P. L. No. 117-58), BABA three waivers are available for iron and steel, manufactured products, and construction materials when a Federal agency finds that — Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 11 1) Applying the domestic content procurement preference would be inconsistent with the public interest (a "public interest waiver"); 2) Types of iron, steel, manufactured products, or construction materials are not produced in the United States in sufficient and reasonably available quantities or of a satisfactory quality (a "nonavailability waiver"); or 3) The inclusion of iron, steel, manufactured products, or construction materials produced in the United States will increase the cost of the overall project by more than 25 percent (an "unreasonable cost waiver"). BABA defines construction materials, items that are or consists primarily of non-ferrous metals, plastic and polymer -based products [including polyvinylchloride, composite building materials, and polymers used in fiber optic cables], glass (including optic glass), lumber or drywall. Items that consist of two or more of the aforementioned materials that have been combined through a manufacturing process, and items that include at least one of the listed materials combined with a material that is not listed through a manufacturing process should be treated as manufactured products, rather than as construction materials. For example, a plastic framed sliding window should be treated as a manufactured product while plate glass should be treated as a construction material. The Buy America Preference requirements flow down from the Sponsor to first tier contractors, who are responsible for ensuring that lower tier contractors and subcontractors are also in compliance. Note: The Buy American Preference does not apply to temporary equipment a contractor uses as a tool of its trade, and which does not remain as part of the project. Note: Section 768 of the FAA Reauthorization Act of 2024 (Public Law 118-63), which became effective on May 16, 2024, establishes specific requirements for the procurement of certain rolling stock using FAA grant funds. The provision prohibits airports from using Federal financial assistance to procure buses or rail car vehicles rolling stock from covered entities. Required Documentation The FAA Buy American Requests. All applications (requests) for an FAA Buy American Preference Waiver includes, at minimum, a completed Content Percentage Worksheet and Final Assembly Questionnaire. Additional information may be requested from the applicant by the FAA. Airport Sponsors, consultants, construction contractors, or equipment manufacturers are responsible for completing and submitting waiver applications. The FAA is unable to make a determination on waiver requests with incomplete information. Sponsors must confirm with the bidder or offeror to assess the adequacy of the waiver request and associated information prior to forwarding a waiver request to the FAA for action. All FAA waivers forms are available from the FAA Buy American Requirements webpage. Proprietary Confidentiality. Exemption 4 of the Freedom of Information Act protects "trade secrets and commercial or financial information obtained from a person [that is] privileged or confidential. Proprietary manufacturing and design information submitted to the Federal Aviation Administration for the purposes of receiving a Buy American Waiver shall not be disclosed outside the FAA. The FAA will provide a written notification to the Airport Sponsor, manufacturer(s), contractor[s] or suppIier(s) when a waiver determination is complete. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 12 Timing of Waiver Requests. Sponsors desiring a Type 2 waiver should submit their waiver request, with justification, before issuing a solicitation for bids or a request for proposal for a project. The Sponsor must submit a Type 2, Type 3, or Type 4 waiver request prior to executing the contract. The FAA will generally not consider waiver requests after execution of the contract except where extraordinary and extenuating circumstances exist. The Buy American Notice of Determination (NOD) Process. The FAA Reauthorization Act of 2024 requires that all approved waivers must be posted to the FAA's website and remain posted for public comment for 10 days, before becoming effective. All FAA waivers must complete the NOD process. Sponsors are encouraged to wait until approved waivers become effective before executing AIP projects. Buy American Conformance Lists. The FAA Office of Airports maintains listings of projects and products that have received a waiver from the Buy American Preference requirements for project specific and nationwide use. Each of these conformance lists is available online at www.faa.gov/airports/aip/buy american/. Products listed on the FAA Nationwide Buy American Conformance list do not require additional submittal of domestic content information. Nationwide waivers expire five years from the date issued, unless revoked earlier by the FAA. Facility Waiver Requests. For construction of a facility, the Sponsor may submit the waiver request after bid opening, but prior to contract execution. Examples of facility construction include terminal buildings, terminal renovation, and snow removal equipment buildings. Contract Types — Construction and Equipment —The Sponsor must meet the Buy American Preference requirements of 49 USC § 50101 and BABA for all AIP funded projects that require materials that are ❑r consists primarily of iron, steel ❑r manufactured goods and construction materials. Professional Services — Professional service agreements (PSAs) do not normally result in a deliverable that meets the definition of a manufactured product. However, the emergence of various project delivery methods has created situations where task deliverables under a PSA may include a manufactured product. If a PSA includes providing a manufactured good as a deliverable under the contract, the Sponsor must include the Buy American Preference provision in the agreement. Property— Most land transactions do not involve acquiring a manufactured product. However, under certain circumstances, a property acquisition project could result in the installation of a manufactured product. For example, the installation of property fencing, gates, doors and locks, etc. represent manufactured products acquired under an AIP funded land project that must comply with Buy American Preferences. Use of Provisions— No mandatory language provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor's revised language must fully comply with 49 U.S.C. § 50101 and BABA. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 13 There are two types of FAA Buy American certifications. The Sponsor must incorporate the appropriate certifications of compliance with FAA Buy American Preference in the solicitation: ■ Construction Projects involving the replacement, rehabilitation, reconstruction of airfield surfaces such as on runways, taxiways, taxilanes, aprons, roadways, parking lots, etc. — Insert the Certificate of compliance to FAA Buy American Preference based on Construction Projects. • Equipment and Buildings Projects involving and including the acquisition of equipment such as snow removal equipment, navigational aids, wind cones, and the construction of buildings such as hangars, terminal development, lighting vaults, aircraft rescue & firefighting buildings, etc. - Insert the Certificate of Compliance with FAA Buy American Preference Based on Equipment/Building Projects. A3.3 MODEL SOLICITATION CLAUSES A3.3.1 Certification of Compliance with FAA Buy American Preference Statement FAA BUY AMERICAN PREFERENCE The Contractor certifies that its bid offer is in compliance with 49 U.S.C. § 50101, BABA and other related Made in America Laws,2 U.S. statutes, guidance, and FAA policies, which provide that Federal funds may not be obligated unless all iron, steel and manufactured goods used in AIP funded projects are produced in the United States, unless the Federal Aviation Administration has issued a waiver for the product; the product is listed as an Excepted Article, Material Or Supply in Federal Acquisition Regulation subpart 25.108; or is included in the FAA Nationwide Buy American Waivers Issued list. The bidder or offeror must complete and submit the certification of compliance with FAA's Buy American Preference, BABA and Made in America laws included herein with their bid or offer. The Airport Sponsor/Owner will reject as nonresponsive any bid or offer that does not include a completed certification of compliance with FAA's Buy American Preference and BABA. The bidder or offeror certifies that all constructions materials, defined to mean an article, material, or supply other than an item of primarily iron or steel; a manufactured product; cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives that are or consist primarily of: non-ferrous metals; plastic and polymer -based products (including polyvinylchloride, composite building materials, and polymers used in fiber optic cables); glass (including optic glass); lumber; or drywall used in the project are manufactured in the U.S. 2 Per Executive Order 14005 "Made in America Laws" means all statutes, regulations, rules, and Executive Orders relating to federal financial assistance awards or federal procurement, including those that refer to "Buy America" or "Buy American," that require, or provide a preference for, the purchase or acquisition of goods, products, or materials produced in the United States, including iron, steel, and manufactured products offered in the United States. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 14 The bidder or offeror certifies procurement of certain rolling stock using FAA grant funds will prohibit airports from using Federal financial assistance to procure buses or rail car vehicle rolling stock from covered entities. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 15 A3.3.2 Certification of Compliance with FAA Buy American Preference — Construction Projects As a matter of bid responsiveness, the bidder or offeror must complete, sign, date, and submit this certification statement with its proposal. The bidder or offeror must indicate how it intends to comply with 49 U.S.C. § 50101, BABA and other related Made in America Laws, U.S. statutes, guidance, and FAA policies, by selecting one of the following certification statements. These statements are mutually exclusive. Bidder must select one or the other (i.e., not both) by inserting a checkmark {u} or the letter «x.. ❑ Bidder or offeror hereby certifies that it will comply with 49 U.S.C. § 50101, BABA and other related U.S. statutes, guidance, and policies of the FAA by: a) Only installing iron, steel and manufactured products produced in the United States; b) Only installing construction materials defined as: an article, material, or supply— other than an item of primarily iron or steel; a manufactured product; cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives that are or consist primarily of non-ferrous metals; plastic and polymer -based products (including polyvinylchloride, composite building materials, and polymers used in fiber optic cables); glass (including optic glass); lumber or drywall that have been manufactured in the United States. c) Installing manufactured products for which the Federal Aviation Administration (FAA) has issued a waiver as indicated by inclusion on the current FAA Nationwide Buy American Waivers Issued listing; or d) Installing products listed as an Excepted Article, Material or Supply in Federal Acquisition Regulation Subpart 25.108. By selecting this certification statement, the bidder or offeror agrees: a) To provide to the Airport Sponsor or the FAA evidence that documents the source and origin of the iron, steel, and/or manufactured product. b) To faithfully comply with providing U.S. domestic products. cj To refrain from seeking a waiver request after establishment of the contract, unless extenuating circumstances emerge that the FAA determines justified. d) Certify that all construction materials used in the project are manufactured in the U.S. ❑ The bidder or offeror hereby certifies it cannot comply with the 100 percent Buy American Preferences of 49 U.S.C. § 50101(a) but may qualify for a Type 3 or Type 4 waiver under 49 USC § 50101{b). By selecting this certification statement, the apparent bidder or offeror with the apparent low bid agrees: a) To the submit to the Airport Sponsor or FAA within 15 calendar days of being selected as the responsive bidder, a formal waiver request and required documentation that supports the type of waiver being requested. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 16 b) That failure to submit the required documentation within the specified timeframe is cause for a non -responsive determination that may result in rejection of the proposal. c) To faithfully comply with providing U.S, domestic products at or above the approved U.S. domestic content percentage as approved by the FAA. dj To furnish U.S. domestic product for any waiver request that the FAA rejects. e) To refrain from seeking a waiver request after establishment of the contract, unless extenuating circumstances emerge that the FAA determines justified. Required Documentation Type 2 Waiver (Nonavailability) - The iron, steel, manufactured goods or construction materials or manufactured goods are not available in sufficient quantity or quality in the United States. The required documentation for the Nonavailability waiver is a) Completed Content Percentage Worksheet and Final Assembly Questionnaire b) Record of thorough market research, consideration where appropriate of qualifying alternate items, products, or materials including; c) A description of the market research activities and methods used to identify domestically manufactured items capable of satisfying the requirement, including the timing of the research and conclusions reached on the availability of sources. Type 3 Waiver— The cost of components and subcomponents produced in the United States is more than 60 percent of the cost of all components and subcomponents of the "facility/project." The required documentation for a Type 3 waiver is: a) Completed Content Percentage Worksheet and Final Assembly Questionnaire including; b) Listing of all manufactured products that are not comprised of 100 percent U.S. domestic content (excludes products listed on the FAA Nationwide Buy American Waivers Issued listing and products excluded by Federal Acquisition Regulation Subpart 25.108; products of unknown origin must be considered as non -domestic products in their entirety). c) Cost of non -domestic components and subcomponents, excluding labor costs associated with final assembly and installation at project location. d) Percentage of non -domestic component and subcomponent cost as compared to total "facility" component and subcomponent costs, excluding labor costs associated with final assembly and installation at project location. Type 4 Waiver (Unreasonable Costs) - Applying this provision for iron, steel, manufactured goods or construction materials would increase the cost of the overall project by more than 25 percent. The required documentation for this waiver is: a) A completed Content Percentage Worksheet and Final Assembly questionnaire from b) At minimum two comparable equal bids and/or offers; c) Receipt or record that demonstrates that supplier scouting called for in Executive Order 14005, indicates that no domestic source exists for the project and/or component; d) Completed waiver applications for each comparable bid and/or offer. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 17 False Statements: Per 49 USC § 47126, this certification concerns a matter within the jurisdiction of the Federal Aviation Administration and the making of a false, fictitious, or fraudulent certification may render the maker subject to prosecution under Title 18, United States Code. Date Company Name Signature Title Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 18 A3.3.3 Certification of Compliance with FAA Buy American Preference — Equipment/Building Projects As a matter of bid responsiveness, the bidder or offeror must complete, sign, date, and submit this certification statement with their proposal. The bidder or offeror must indicate how they intend to comply with 49 U.S.C. § 50101, and other Made in America Laws, U.S. statutes, guidance, and FAA policies by selecting one on the following certification statements. These statements are mutually exclusive. Bidder must select one or the other (not both) by inserting a checkmark {u) or the letter "X". ❑ Bidder or offeror hereby certifies that it will comply with 49 U.S.C. § 50101, BABA and other related U.S. statutes, guidance, and policies of the FAA by: a) Only installing steel and manufactured products produced in the United States; b) Only installing construction materials defined as: an article, material, or supply — other than an item of primarily iron or steel; a manufactured product; cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives that are or consist primarily of non-ferrous metals; plastic and polymer -based products (including polyvinylchloride, composite building materials, and polymers used in fiber optic cables); glass (including optic glass); lumber or drywall that have been manufactured in the United States. c) Installing manufactured products for which the Federal Aviation Administration (FAA) has issued a waiver as indicated by inclusion on the current FAA Nationwide Buy American Waivers Issued listing; or d) Installing products listed as an Excepted Article, Material or Supply in Federal Acquisition Regulation Subpart 25.108. By selecting this certification statement, the bidder or offeror agrees: a) To provide to the Airport Sponsor or FAA evidence that documents the source and origin of the steel and manufactured product. b) To faithfully comply with providing U.S. domestic product. c) To furnish U.S. domestic product for any waiver request that the FAA rejects. d) To refrain from seeking a waiver request after establishment of the contract, unless extenuating circumstances emerge that the FAA determines justified. ❑ The bidder or offeror hereby certifies it cannot comply with the 100 percent Buy American Preferences of 49 U.S.C. § 50101{a) but may qualify for a Type 3 waiver under 49 U.S.C. § 50101(b). By selecting this certification statement, the apparent bidder or offeror with the apparent low bid agrees: a) To submit to the Airport Sponsor or FAA within 15 calendar days of being selected as the responsive bidder, a formal waiver request and required documentation that supports the type of waiver being requested. b) That failure to submit the required documentation within the specified timeframe is cause for a non -responsive determination that may result in rejection of the proposal. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 19 c) To faithfully comply with providing U.S. domestic products at or above the approved U.S. domestic content percentage as approved by the FAA. d) To refrain from seeking a waiver request after establishment of the contract, unless extenuating circumstances emerge that the FAA determines justified. Required Documentation Type 2 Waiver (Nonavailability) - The iron, steel, manufactured goods or construction materials are not available in sufficient quantity or quality in the United States. The required documentation for the Nonavailability waiver is: a) Completed Content Percentage Worksheet and Final Assembly Questionnaire b) Record of thorough market research, consideration where appropriate of qualifying alternate items, products, or materials including; c) A description of the market research activities and methods used to identify domestically manufactured items capable of satisfying the requirement, including the timing of the research and conclusions reached on the availability of sources. Type 3 Waiver— The cost of the item components and subcomponents produced in the United States is more that 60 percent of the cost of all components and subcomponents of the "item". The required documentation for a Type 3 waiver is: a) Completed Content Percentage Worksheet and Final Assembly Questionnaire including; b) Listing of all product components and subcomponents that are not comprised of 100 percent U.S. domestic content (Excludes products listed on the FAA Nationwide Buy American Waivers Issued listing and products excluded by Federal Acquisition Regulation Subpart 25.108 (products of unknown origin must be considered as non - domestic products in their entirety). c) Cost of non -domestic components and subcomponents, excluding labor costs associated with final assembly at place of manufacture. d) Percentage of non -domestic component and subcomponent cost as compared to total "item" component and subcomponent costs, excluding labor costs associated with final assembly at place of manufacture. Type 4 Waiver (Unreasonable Costs) - Applying this provision for iron, steel, manufactured goods or construction materials, would increase the cost of the overall project by more than 25 percent. The required documentation for this waiver is: a) Completed Content Percentage Worksheet and Final Assembly Questionnaire from b) At minimum two comparable equal bidders and/or offerors; c) Receipt or record that demonstrates that supplier scouting called for in Executive Order 14005, indicates that no domestic source exists for the project and/or component; d) Completed waiver applications for each comparable bid and/or offer. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 20 False Statements: Per 49 U.S.C. § 47126, this certification concerns a matter within the jurisdiction of the Federal Aviation Administration and the making of a false, fictitious, or fraudulent certification may render the maker subject to prosecution under Title 18, United States Code. Date Company Name Signature Title Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 21 A4 CIVIL RIGHTS - GENERAL A4.1 SOURCE 49 U.S.C. § 47123 A4.2 APPLICABILITY There are two separate civil rights provisions that apply to projects: 1. FAA General Civil Rights Provision and, 2. Title VI provisions, which are addressed in Appendix A6. Contract Types —The General Civil Rights Provisions found in 49 U.S.C. § 47123, derived from the Airport and Airway Improvement Act of 1982, Section 520, apply to all Sponsor contracts regardless of funding source. Use of Provision — MANDATORY TEXT. Each contract must include two civil rights provisions. The first general clause must be included in all contracts, lease agreements, or transfer agreements. An additional specific provision must be included; the applicable text is based ❑n whether the contract is a general contract or whether the contract is a lease or transfer agreement. The Sponsor must incorporate the text of the General Clause and the appropriate Specific Clause without modification into the contract, lease, or transfer agreement. The required clauses for each type of contact are summarized in the table below: Contract Clause The Sponsor must include the contract Clause Text is clause in: Included in Paragraph General Clause that is used for all Every contract or agreement regardless of A4.3.1 contracts, lease agreements and funding source. transfer agreements Specific Clause that is used for This applies to all contracts that do not A4.3.2 general contract agreements involve property agreements. It applies to all contracts not covered by A5.3.3 regardless of funding source. Specific Clause that is used for lease This applies to all property agreements A4.3.3 agreements and transfer agreements such leases of concession space in a terminal and leases where a physical portion of the airport is transferred for use. It applies to all contracts not covered by A5.3.2 regardless of funding source. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 22 A4.3 MANDATORY CONTRACT CLAUSES A4.3.1 General Clause that is used for Contracts, Lease Agreements, and Transfer Agreements GENERAL CIVIL RIGHTS PROVISIONS In all its activities within the scope of its airport program, the Contractor agrees to comply with pertinent statutes, Executive Orders, and such rules as identified in Title VI List of Pertinent Nondiscrimination Acts and Authorities to ensure that no person shall, ❑n the grounds of race, color, national origin, creed, sex, age, or disability be excluded from participating in any activity conducted with or benefiting from Federal assistance. This provision is in addition to that required by Title VI of the Civil Rights Act of 1964. A4.3.2 Specific Clause that is used for General Contract Agreements The above provision binds the Contractor and subcontractors from the bid solicitation period through the completion of the contract. A4.3.3 Specific Clause that is used for Lease Agreements or Transfer Agreements If the Contractor transfers its obligation to another, the transferee is obligated in the same manner as the Contractor. The above provision obligates the Contractor for the period during which the property is owned, used or possessed by the Contractor and the airport remains obligated to the Federal Aviation Administration. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 23 A5 CIVIL RIGHTS — TITLE VI ASSURANCE A5.1 SOURCE 49 U.S.C. § 47123 FAA Order 1400.11 A5.2 APPLICABILITY Title VI of the CiviI Rights Act of 1954, as amended, {Title Vl) prohibits discrimination on the grounds of race, color, or national origin under any program or activity receiving Federal financial assistance. Sponsors must include appropriate clauses from the Standard DOT Title VI Assurances in all contracts and solicitations. The text of each individual clause comes from the U.S. ❑epartment of Transportation order DOT 1050.2, Standard Title Vl Assurances and Nondiscrimination Provisions, effective April 24, 2013. These assurances require that the Recipient {the Sponsor} insert the appropriate clauses in the form provided by the DOT. Where the clause refers to the applicable activity, project, or program, it means the AIP project. The clauses are as follows: A5.2.1 Applicability of Title VI Solicitation Notice Contract Clause The Sponsor must include the contract clause in: Clause Text is Included in Paragraph Title VI Solicitation Notice — 1) All Al funded solicitations for bids, A5.3.1 ■ Assurance 2 of the DOT requests for proposals, or any work Standard Title VI Assurances subject to Title VI regulations and Nondiscrimination regardless of funding source; and Clauses 2) All Sponsor proposals for negotiated agreements regardless of funding ■ Assurance 30(d) of the source. Airport Sponsors Assurances Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 24 Contract Clause The Sponsor must include the contract Clause Text is clause in: Included in Paragraph Title VI List of Pertinent Insert this list in every contract or A5.4.1 Nondiscrimination Acts and agreement, unless the Sponsor has List must be Authorities determined, and the FAA concurs, that the included in all ■ Assurance 3 of the DOT contract or agreement is not subject to applicable Standard Title VI Assurances the Nondiscrimination Acts and contracts. and Nondiscrimination Authorities, which is a rare occurrence. Clauses This list can only be omitted if the FAA has determined that the contractor or ■ Assurance 30{e}(2) of the company is already subject to Airport Sponsor Assurances substantively identical nondiscrimination requirements. Title VI Clauses for Compliance with Insert this clause in every contract or A5.4.2 Nondiscrimination Requirements agreement, unless the Sponsor has Clause must be ■ Assurance 3 of the DOT determined, and the FAA concurs, that the included in all Standard Title VI Assurances contract or agreement is not subject to applicable and Nondiscrimination the Nondiscrimination Acts and contracts. Clauses Authorities, which is a rare occurrence. Assurance 30{e}(1) of the Airport It has been determined that service contracts with utility companies that are Sponsor Assurances not already subject to substantively identical nondiscrimination requirements must include this clause. Title VI Required Clause for Property As a covenant running with the land, in A5.4.3 Interests Transferred from the any deed from the United States effecting United States or recording a transfer of real property, ■ Assurance 4 of the DOT structures, use, or improvements thereon Standard Title VI Assurances or interest therein to a Sponsor. and Nondiscrimination This is a rare occurrence, and it will be the Clauses responsibility of the United States ■ Assurance 30e.3 of the government to include the clause in the Airport Sponsor Assurances contract. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 25 Contract Clause The Sponsor must include the contract Clause Text is clause in: Included in Paragraph Title VI Required Clause for Transfer As a covenant running with the land, in A5.4.4 of Real Property Acquired ❑r any future deeds, leases, licenses, permits, Improved Under the Activity, Facility or similar instruments entered into by the or Program — Sponsor with other parties for all transfers ■ Assurance 5 of the DOT of real property acquired or improved Standard Title VI Assurances under Airport Improvement Program and Nondiscrimination This applies to agreements such as leases Clauses where a physical portion of the airport is + Assurance 30{e}{4}(a) of the transferred for use, for example a fuel farm, apron space, or a parking facility. It Airport Sponsor Assurances applies to agreements not covered by A6.4.4. Clause for Construction/Use/Access In any future (deeds, leases, licenses, A5.4.5 to Real Property Acquired Under the permits, or similar instruments) entered Activity, Facility or Program into by the Sponsor with other parties for ■ Assurance 6 of the DOT the construction or use of, or access to, Standard Title VI Assurances space on, over, or under real property and Nondiscrimination acquired or improved under Airport Clauses Improvement Program ■ Assurance 30{e}{4}(b) of the This applies to agreements such as leases Airport Sponsor Assurances of concession space in a terminal not covered by A6.4.3. ►,IM3111111111►■►Fill ►117err l:a•A�•lIlryIr 11r l0I1111501W,11111,1144 The Sponsor must include this clause in: 1) All A I P funded solicitations for bids, requests for proposals, or any work subject to Title VI regulations regardless of funding source; and 2) All Sponsor proposals for negotiated agreements regardless of funding source. A5.3.1 Title VI Solicitation Notice Title VI Solicitation Notice: As a condition of a grant award, the Sponsor shall demonstrate that it complies with the provisions of Title VI of the Civil Rights Act of 1964 (42 U.S.C. §§ 2000d et seq) and implementing regulations (49 CFR part 21) including amendments thereto, the Airport and Airway Improvement Act of 1982 (49 U.S.C. § 47123), the Age Discrimination Act of 1975 (42 U.S.C. 6101 et seq.), Section 504 of the Rehabilitation Act of 1973 (29 U.S.C. § 794 et seq.), the Americans with Disabilities Act of 1990 (42 U.S.C. § 12101, et seq.), U.S. Department of Transportation and Federal Aviation Administration (FAA) Assurances, and other relevant civil rights statutes, regulations, or authorities, including any amendments or updates thereto. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 26 This may include, as applicable, providing a current Title VI Program Plan to the FAA for approval, in the format and according to the timeline required by the FAA, and other information about the communities that will be benefited and impacted by the project. A completed FAA Title VI Pre -Grant Award Checklist is required for every grant application, unless excused by the FAA. The Sponsor shall affirmatively ensure that when carrying out any project supported by this grant that it complies with all federal nondiscrimination and civil rights laws based on race, color, national origin, sex, creed, age, disability, genetic information, in consideration for federal financial assistance. The ❑epartment's and FAA's Office of Civil Rights may provide resources and technical assistance to recipients to ensure full and sustainable compliance with Federal civil rights requirements. Failure to comply with civil rights requirements will be considered a violation of the agreement or contract and be subject to any enforcement action as authorized by law. A5.4 MANDATORY CONTRACT CLAUSES A5.4.1 Title VI List of Pertinent Nondiscrimination Acts and Authorities Insert this list in every contract or agreement, unless the Sponsor has determined and the FAA concurs, that the contract or agreement is not subject to the Nondiscrimination Acts and Authorities. This list can be omitted if the FAA has determined that the contractor or company is already subject to nondiscrimination requirements, which is a rare occurrence. Title VI List of Pertinent Nondiscrimination Acts and Authorities During the performance of this contract, the Contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the "Contractor") agrees to comply with the following non- discrimination statutes and authorities; including but not limited to: ■ Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252) (prohibits discrimination on the basis of race, color, national origin); ■ 49 CFR Part 21 (Non-discrimination in Federally -Assisted programs of the Department of Transportation —Effectuation of Title VI of the Civil Rights Act of 1964) including amendments thereto; ■ The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601) (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal -aid programs and projects); ■ Section 504 of the Rehabilitation Act of 1973 (29 U.S.C. § 794 etseq.), as amended (prohibits discrimination on the basis of disability); and 49 CFR part 27 (Nondiscrimination on the Basis of Disability in Programs or Activities Receiving Federal Financial Assistance); ■ The Age Discrimination Act of 1975, as amended {42 .U.S.C. § 6101 et seq.} (prohibits discrimination on the basis of age); ■ Airport and Airway Improvement Act of 1982 (49 U.S.C. § 47123), as amended (prohibits discrimination based on race, creed, color, national origin, or sex); • The Civil Rights Restoration Act of 1987 (P.L. 100-259) (broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, the Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms "programs or activities" to include all of the programs or activities of the Federal -aid recipients, Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 27 sub -recipients and contractors, whether such programs or activities are Federally funded or not); ■ Titles II and III of the Americans with Disabilities Act of 1990 (42 U.S.C. § 12101, et seq) (prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities) as implemented by U.S. department of Transportation regulations at 49 C F R Parts 37 and 38; ■ Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. § 1681, et seq). A5.4.2 Nondiscrimination Requirements/Title VI Clauses for Compliance The Sponsor must include this contract clause in: 1) Every contract or agreement (unless the Sponsor has determined, and the FAA concurs, that the contract or agreement is not subject to the Nondiscrimination Acts and Authorities); and 2) Service contracts with utility companies that are not already subject to substantively identical nondiscrimination requirements. 3) Other types of contracts with utility companies involving property covered by A6.4.2, A6.4.3, or A6.4.4. Compliance with Nondiscrimination Requirements: During the performance of this contract, the Contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the "Contractor"), agrees as follows: 1. Compliance with Regulations: The Contractor (hereinafter includes consultants) will comply with the Title VI List of Pertinent Nondiscrimination Acts and Authorities, as they may be amended from time to time, which are herein incorporated by reference and made a part of this contract. 2. Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, will not discriminate on the grounds of race, color, national origin), creed, sex, age, or disability in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Contractor will not participate directly or indirectly in the discrimination prohibited by the Nondiscrimination Acts and Authorities, including employment practices when the contract covers any activity, project, or program set forth in Appendix B of 49 CFR part 21 including amendments thereto. 3. Solicitations for Subcontracts, including Procurements of Materials and Equipment: In all solicitations, either by competitive bidding or negotiation made by the Contractor for work to be performed under a subcontract, including procurements of materials, or leases of equipment, each potential subcontractor or supplier will be notified by the Contractor of the contractor's obligations under this contract and the Nondiscrimination Acts and Authorities on the grounds of race, color, or national origin. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 28 4. Information and Reports: The Contractor will provide all information and reports required by the Acts, the Regulations, and directives issued pursuant thereto and will permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Sponsor or the Federal Aviation Administration to be pertinent to ascertain compliance with such Nondiscrimination Acts and Authorities and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish the information, the Contractor will so certify to the Sponsor or the Federal Aviation Administration, as appropriate, and will set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of a Contractor's noncompliance with the non- discrimination provisions of this contract, the Sponsor will impose such contract sanctions as it or the Federal Aviation Administration may determine to be appropriate, including, but not limited to: a. Withholding payments to the Contractor under the contract until the Contractor complies; and/or b. Cancelling, terminating, or suspending a contract, in whole or in part. 6. Incorporation of Provisions: The Contractor will include the provisions of paragraphs one through six in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Acts, the Regulations, and directives issued pursuant thereto. The Contractor will take action with respect to any subcontract or procurement as the Sponsor or the Federal Aviation Administration may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, that if the Contractor becomes involved in, or is threatened with litigation by a subcontractor, or supplier because of such direction, the Contractor may request the Sponsor to enter into any litigation to protect the interests of the Sponsor. In addition, the Contractor may request the United States to enter into the litigation to protect the interests of the United States. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 29 A6 CLEAN AIR AND WATER POLLUTION CONTROL A6.1 SOURCE 2 CFR Part 200, Appendix II(G) 42 U.S.C. § 7401, et seq 33 U.S.C. § 1251, et seq A6.2 APPLICABILITY Contract Types —This provision is required for all contracts and lower tier contracts that exceed $150,000. Use of Provision — N❑ mandatory language provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor's language must fully satisfy the requirements of Appendix II to 2 CFR Part 200. I2[-[eM LVA to] 13:11 W4163 0111:M-11181111 9981>l ll�114 CLEAN AIR AND WATER POLLUTION CONTROL Contractor agrees to comply with all applicable standards, orders, and regulations issued pursuant to the Clean Air Act (42 U.S.C. §§ 7401-7671g) and the Federal Water Pollution Control Act as amended (33 U.S.C. §§ 1251-1387). The Contractor agrees to report any violation to the Owner immediately upon discovery. The Owner assumes responsibility for notifying the Environmental Protection Agency (EPA) and the Federal Aviation Administration. Contractor must include this requirement in all subcontracts that exceed $150,000. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 30 A7 CONTRACT WORKHOURS AND SAFETY STANDARDS ACT REQUIREMENTS A7.1 SOURCE 2 CFR Part 200, Appendix II(E) 29 CFR § 5.5(b) 40 U.S.C. § 3702 40 U.S.C. § 3704 A7.2 APPLICABILITY Contract Work Hours and Safety Standards Act Requirements (CWHSSA) (40 U.S.C. §§ 3702 & 3704) requires contractors and subcontractors on covered contracts to pay laborers and mechanics employed in the performance of the contracts not less than one and one-half times their basic rate of pay for all hours worked over40 in a workweek. CWHSSA prohibits unsanitary, hazardous, or dangerous working conditions on federally -assisted projects. The Wage and Hour Division (WHD) within the U.S. ❑epartment of Labor (DOL) enforces the compensation requirements of this Act, while ❑OL's Occupational Safety and Health Administration (OSHA) enforces the safety and health requirements. Contract Types — Construction — This provision applies to all contracts and lower tier contracts that exceed $100,000, and employ laborers, mechanics, watchmen, and guards. Equipment— This provision applies to any equipment project exceeding $100,000 that involves installation of equipment onsite (e.g., electrical vault equipment). This provision does not apply to equipment acquisition projects where the manufacture of the equipment takes place offsite at the vendor plant (e.g., ARFF and SRE vehicles). Professionoi Services — This provision applies to professional service agreements that exceed $100,000 and employs laborers, mechanics, watchmen, and guards. This includes members of survey crews and exploratory drilling operations. Property— While most land transactions do not involve employment of laborers, mechanics, watchmen, and guards, under certain circumstances, a property acquisition project could require such employment. Examples include the installation of property fencing or testing for environmental contamination Use of Provision — MANDATORY TEXT. Sponsors must incorporate this text without modification. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 31 A7.3 MANDATORY CONTRACT CLAUSE CONTRACT WORKHOURS AND SAFETY STANDARDS ACT REQUIREMENTS 1. Overtime Requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic, including watchmen and guards, in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. 2. Violation; Liability for Unpaid Wages; Liquidated Damages. In the event of any violation of the clause set forth in paragraph (1) of this clause, the Contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1) of this clause, in the sum of $29 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1) of this clause. 3. Withholding for Unpaid Wages and Liquidated Damages. The Federal Aviation Administration (FAA) ❑r the Owner shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, ❑r any other federally - assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2) of this clause. 4. Subcontractors. The Contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraphs (1) through (4) and also a clause requiring the subcontractor to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1) through (4) of this clause. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 32 A8 COPELAND "ANTI -KICKBACK" ACT A8.1 SOURCE 2 CFR Part 200, Appendix II(D) 29 CFR Parts 3 and 5 A8.2 APPLICABILITY and PURPOSE The Copeland (Anti -Kickback) Act (18 U.S.C. § 874 and 40 U.S.C. § 3145) makes it unlawful to induce by force, intimidation, threat of dismissal from employment, or by any other manner, any person employed in the construction or repair of public buildings or public works, financed in whole or in part by the United States, to give up any part of the compensation to which that person is entitled under a contract of employment. The Copeland Act also requires each contractor and subcontractor to furnish weekly a statement of compliance with respect to the wages paid each employee during the preceding week. Contract Types — Construction —This provision applies to all construction contracts and subcontracts financed under the Al that exceed $2,000. Equipment —This provision applies to all equipment installation projects (e.g., electrical vault improvements) financed under the Al that exceed $2,000. This provision does not apply to equipment acquisitions where the equipment is manufactured at the vendor's plant (e.g., SR and ARFF vehicles). Professionoi Services —The emergence of different project delivery methods has created situations where Professional Service Agreements (PSAs) include tasks that meet the definition of construction, alteration, or repair as defined in 29 CFR Part 5. If such tasks result in work that qualifies as construction, alteration, or repair and it exceeds $2,000, the PSA must incorporate the Copeland Anti -kickback provision. Property —Ordinarily, land acquisition projects would not involve employment of laborers or mechanics and thus the Copeland Anti -Kickback provision would not apply. However, land projects that involve installation of boundary fencing and demolition of structures would involve laborers and mechanics. The Sponsor must include this provision if the land acquisition project involves employment of laborers or mechanics for a contract exceeding $2,000. Use of Provision — No mandatory language provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the 5ponsor's language must fully satisfy the requirements of 29 CFR Part 5. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 33 A8.3 MODEL CONTRACT CLAUSE COPELAND "ANTI -KICKBACK" ACT Contractor must comply with the requirements of the Copeland "Anti -Kickback" Act (18 U5C 874 and 40 U5C 3145), as supplemented by Department of Labor regulation 29 CFR part 3. Contractor and subcontractors are prohibited from inducing, by any means, any person employed on the project to give up any part of the compensation to which the employee is entitled. The Contractor and each Subcontractor must submit to the Owner, a weekly statement on the wages paid to each employee performing on covered work during the prior week. Owner must report any violations of the Act to the Federal Aviation Administration. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 34 A9 DAVIS-BACON REQUIREMENTS A9.1 SOURCE 2 CFR Part 200, Appendix II(D) 29 CFR Part 5 49 USC § 47112(b) 40 USC §§ 3141-3144, 3146, and 3147 A9.2 APPLICABILITY The Davis -Bacon Act (40 USC §§ 3141-3144, 3146, and 3147) ensures that laborers and mechanics employed under the contract receive pay no less than the locally prevailing wages and fringe benefits as determined by the Department of Labor. Contract Types — Construction — Incorporate into all construction contracts and subcontracts that exceed $2,000 and include funding from the AIP. Equipment — This provision applies to all equipment installation projects (e.g., electrical vault improvements) financed under the Al that exceed $ 2,000. This provision does not apply to equipment acquisitions where the equipment is manufactured at the vendor's plant (e.g., SR and ARFF vehicles) Professionoi Services — The emergence of different project delivery methods has created situations where Professional Service Agreements (PSAs) includes tasks that meet the definition of construction, alteration, or repair as defined in 29 CFR Part 5. If such tasks result in work that qualifies as construction, alteration, or repair and it exceeds $2,000, the PSA must incorporate this clause. Property— Ordinarily, land acquisition projects would not involve employment of laborers or mechanics and thus the provision would not apply. However, land projects that involve installation of boundary fencing and demolition of structures would involve laborers and mechanics. The Sponsor must include this provision if the land acquisition project involves employment of laborers or mechanics for a contract exceeding $2,000. Fencing Projects — Fencing projects that exceed $2,000 must include this provision. Use of Provision — MANDATORY TEXT. 29 CFR Part 5 establishes specific language a Sponsor must use. The Sponsor may not make any modification to the standard language. A/E firms that employ laborers and mechanics on a task that meets the definition of construction, alteration, or repair are acting as a contractor. The Sponsor may not substitute the term "Contractor" for "Consultant" in such instances. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 35 A9.3 MANDATORY CONTRACT CLAUSE DAVIS-BACON REQUIREMENTS 1. Minimum Wages. (i) All laborers and mechanics employed or working upon the site of the work will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by the Secretary of Labor under regulations implementing the Copeland Act (29 C F R Part 3)}, the full amount of wages and bona fide fringe benefits (or cash equivalent thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the Contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis -Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph (1) (iv) of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR § 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, that the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination {including any additional classification and wage rates conformed under (1)(ii) of this section) and the Davis - Bacon poster (WH-1321) shall be posted at all times by the Contractor and its subcontractors at the site of the work in a prominent and accessible place where it can easily be seen by the workers. {ii}(A) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (1) The work to be performed by the classification requested is not performed by a classification in the wage determination; (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (B) If the Contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 36 the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, U.S. Department of Labor, Washington, ❑C 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (C) In the event the Contractor, the laborers, or mechanics to be employed in the classification, ❑rtheir representatives, and the contracting officer d❑ not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (D) The wage rate (including fringe benefits where appropriate) determined pursuant to subparagraphs (1){ii) (B) or (C) of this paragraph, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. (iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. (iv) If the Contractor does not make payments to a trustee or other third person, the Contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, that the Secretary of Labor has found, upon the written request of the Contractor, that the applicable standards of the Davis- Bacon Act have been met. The Secretary of Labor may require the Contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 2. Withholding. The Federal Aviation Administration or the Sponsor shall upon its own action or upon written request of an authorized representative of the ❑epartment of Labor withhold or cause to be withheld from the Contractor under this contract or any other Federal contract with the same prime contractor, or any other federally -assisted contract subject to Davis -Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the Contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the Federal Aviation Administration may, after written notice to the Contractor, Sponsor, Applicant, or Owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 37 3. Payrolls and Basic Records. (i) Payrolls and basic records relating thereto shall be maintained by the Contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker; his or her correct classification; hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in 1(b)(2)(B) of the Davis -Bacon Act); daily and weekly number of hours worked; deductions made; and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a){1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b){2){B) of the Davis - Bacon Act, the Contractor shall maintain records that show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated ❑r the actual costs incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. {ii}(A) The Contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the Federal Aviation Administration if the agency is a party to the contract, but if the agency is not such a party, the Contractor will submit the payrolls to the applicant, Sponsor, or Owner, as the case may be, for transmission to the Federal Aviation Administration. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR § 5.5(a)(3){i), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead, the payrolls shall only need to include an individually identifying number for each employee (e.g., the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at https://www.dol.aov/agencies/whd/government-contracts/constructionlpoyroll-certification or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker and shall provide them upon request to the Federal Aviation Administration if the agency is a party to the contract, but if the agency is not such a party, the Contractor will submit them to the applicant, Sponsor, ❑r Owner, as the case may be, for transmission to the Federal Aviation Administration, the Contractor, or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the sponsoring government agency (or the applicant, Sponsor, or Owner). Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 38 (B) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the Contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (1) That the payroll for the payroll period contains the information required to be provided under 29 CFR § 5.5(a){3)(ii), the appropriate information is being maintained under 29 CFR § 5.5 (a)(3){i), and that such information is correct and complete; (2) That each laborer and mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR Part 3; (3) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (C) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph {3}(ii){B) of this section. (D) The falsification of any of the above certifications may subject the Contractor or subcontractor to civil or criminal prosecution under Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. (iii) The Contractor or subcontractor shall make the records required under paragraph (3){i) of this section available for inspection, copying, or transcription by authorized representatives of the Sponsor, the Federal Aviation Administration, or the Department of Labor and shall permit such representatives to interview employees during working hours on the job. If the Contractor or subcontractor fails to submit the required records or to make them available, the Federal agency may, after written notice to the Contractor, Sponsor, applicant, or Owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR § 5.12. 4. Apprentices and Trainees. (i) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 39 job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the Contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the Contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (ii) Trainees. Except as provided in 29 CFR § 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. ❑epartment of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at no less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination that provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate that is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the Contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 40 5. Compliance with Copeland Act Requirements. The Contractor shall comply with the requirements of 29 CFR Part 3, which are incorporated by reference in this contract. 6. Subcontracts. The Contractor or subcontractor shall insert in any subcontracts the clauses contained in 29 CFR §§ 5.5(a){1) through (10) and such other clauses as the Federal Aviation Administration may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR § 5.5. 7. Contract Termination: Debarment. A breach of the contract clauses in paragraph 1 through 10 of this section may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR § 5.12. 8. Compliance with Davis -Bacon and Related Act Requirements. All rulings and interpretations of the ❑avis-Bacon and Related Acts contained in 29 CFR Parts 1, 3, and 5 are herein incorporated by reference in this contract. 9. Disputes Concerning Labor Standards. ❑isputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR Parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the Contractor {or any of its subcontractors} and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. 10. Certification of Eligibility. (i) By entering into this contract, the Contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the Contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3{a} of the Davis -Bacon Act or 29 CFR § 5.12(a)(1). (ii) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR § 5.12(a)(1). (iii) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U5C § 1001. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 41 A10 DEBARMENT AND SUSPENSION A10.1 SOURCE 2 CFR Part 180 (Subpart B) 2 CFR Part 200, Appendix II(H) 2 CFR Part 1200 DOT Order 4200.5 Executive Orders 12549 and 12589 A10.2 APPLICABILITY The Sponsor must verify that the firm or individual that it is entering into a contract with is not presently suspended, excluded, or debarred by any Federal department or agency from participating in federally -assisted projects. The Sponsor accomplishes this by: 1) Checking the System for Award Management (SAM.gov) to verify that the firm or individual is not listed in SAM.gov as being suspended, debarred, or excluded; 2) Collecting a certification from the firm or individual that it is not suspended, debarred, or excluded; and 3) Incorporating a clause in the contract that requires lower tier contracts to verify that n❑ suspended, debarred, or excluded firm or individual is included in the project. Contract Types —This requirement applies to covered transactions, which are defined in 2 CFR part 180 (Subpart B). AIP funded contracts are non -procurement transactions, as defined by 2 CFR § 180.970. Covered transactions include any AIP-funded contract, regardless of tier, that is awarded by a contractor, subcontractor, supplier, consultant, or its agent or representative in any transaction, if the amount of the contract is expected to equal or exceed $25,000. This includes contracts associated with land acquisition projects. Use of Provision — No mandatory language provided. The following language is acceptable to the FAA in meeting the intent of this requirement. If the Sponsor uses different language, the Sponsor's language must fully satisfy the requirements of 2 CFR part 180. For professional service agreements, Sponsor may substitute "bidder offeror" with "consultant." A10.3 MODEL BID/PROPOSAL CERTIFICATION CLAUSES A10.3.1 Bidder or Offeror Certification CERTIFICATION OF OFFEROR/BIDDER REGARDING DEBARMENT By submitting a bid/proposal under this solicitation, the bidder or offeror certifies that neither it nor its principals are presently debarred or suspended by any Federal department or agency from participation in this transaction. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 42 A10.3.2 Lower Tier Contract Certification CERTIFICATION OF LOWER TIER CONTRACTORS REGARDING DEBARMENT The successful bidder, by administering each lower tier subcontract that exceeds $25,000 as a "covered transaction", must confirm each lower tier participant of a "covered transaction" under the project is not presently debarred or otherwise disqualified from participation in this federally -assisted project. The successful bidder will accomplish this by: 1. Checking the System for Award Management at website: http:j/www.sam.gov. 2. Collecting a certification statement similar to the Certification of Offeror /Bidder Regarding Debarment, above. 3. Inserting a clause or condition in the covered transaction with the lower tier contract. If the Federal Aviation Administration later determines that a lower tier participant failed to disclose to a higher tier participant that it was excluded or disqualified at the time it entered the covered transaction, the FAA may pursue any available remedies, including suspension and debarment of the non -compliant participant. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 43 All DISADVANTAGED BUSINESS ENTERPRISE A11.1 SOURCE 49 CFR Part 26 49 U.S.C. § 47113 A11.2 APPLICABILITY A Sponsor that anticipates awarding prime contracts totaling $250,000 or more in Federal financial assistance in a federal fiscal year must have an approved Disadvantaged Business Enterprise (DBE) program on file with the FAA Office of Civil Rights (49 CFR § 26.21). The Sponsor will also identify a 3- year overall program goal that the Sponsor bases on the availability of ready, willing, and able DBEs relative to all businesses ready, willing, and able to participate on the project (49 CFR § 26.45). Contract Types — Sponsors with a DBE program on file with the FAA must include the following provisions, if applicable: 1) Clause in all solicitations for proposals for which a contract goal has been established, 2) Clause in each prime contract, and 3) Clause in solicitations that seek to obtain DBE participation. Use of Provision — 1. Solicitations with a DBE Contract Goal— No mandatory language provided. 49 CFR §26.53 requires a Sponsor's solicitation to address what a contractor must submit on proposed DBE participation. The language of A11.3.1 is acceptable to the FAA in meeting the intent of this requirement. If the Sponsor uses different language, the Sponsor's revised language must fully satisfy these requirements. The Sponsor may require the contractor's submittal on proposed DBE participation either at bid opening as a matter of responsiveness or within five days of bid opening as a matter of responsibility. The Sponsor's election regarding responsiveness vs. responsibility is recorded in its approved DBE program. Special consideration and procedures apply to negotiated procurements and to projects solicited using the Design -Build approach. 2. Solicitations without a DBE Contract Gool— No mandatory language provided. The language of A11.3.2 is acceptable to the FAA in meeting the intent of this requirement. If the Sponsor uses different language, the Sponsor's revised language must fully satisfy requirements for a Sponsor that is not applying a project specific contract goal but is covered by a DBE program on file with the FAA. 3. Assurance for Contracts Covered by DBE Program —MANDATORY TEXT PROVIDED. Sponsors must incorporate this language if they have a DBE program on file with the FAA. This language must be included regardless of whether there is a DBE contract goal forthe project. Section 26.13 of 49 CFR establishes mandatory language for contractor assurance. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 44 The Sponsor must not modify the language. Part 26 of 49 CFR requires Sponsors ensure this clause also flows down into subcontracts (i.e., must be included verbatim in subcontracts). 4. Prompt Payment for Contracts Covered by DBE Program — No mandatory language provided. 49 CFR § 2 6.2 9 requires Sponsors to include a contract clause requiring prompt payment to subcontractors no later than thirty (30) days after the prime contractor receives payment from the Sponsor. The requirement applies to all subcontractors, not just DBEs. The prompt payment language of Al2.3.3 is acceptable to the FAA in meeting the intent of this requirement. If the Sponsor uses different language, such as a specific clause identified in the Sponsor's approved DBE program plan, the Sponsor's revised language must fully satisfy these requirements. 5. Termination of DBE Subcontractors on Contracts with a DBE Contract Goal -No mandatory language provided. 49 CFR § 26.53 prohibits unauthorized removal or replacement of DBE firms listed in response to a solicitation that had a ❑BE contract goal and sets forth the specific enforcement mechanism recipients must include in prime contracts. The language of Al2.3.3 is acceptable to the FAA in meeting the intent of this requirement. 6. Sponsors that are not required to have a DBE program on file with the FAA are not required to include DBE provisions and clauses. A11.3 REQUIRED PROVISIONS A11.3.1 Solicitation Language (Solicitations with a DBE Contract Goal) For traditional design -bid -build projects, the decision on whether DBE information is a matter of responsiveness or responsibility is laid out in the Sponsor's approved DBE program and the Sponsor should incorporate the applicable solicitation language accordingly. Special procedures apply in the case of negotiated procurements and for projects that follow the Design -Build method of procurement. In all cases, Sponsors should include only the applicable solicitation language from the examples below. Bid Information Submitted as a matter of responsiveness: The Owner's award of this contract is conditioned upon Bidder or Offeror satisfying the good faith effort requirements of 49 CFR § 26.53. As a condition of responsiveness, the Bidder or Offeror must submit the following information with its proposal on the forms provided herein: 1) The names and addresses of Disadvantaged Business Enterprise (DBE) firms that will participate in the contract; 2) A description of the work that each DBE firm will perform; 3) The dollar amount of the participation of each DBE firm listed under (1); 4) Written statement from Bidder or Offeror that attests their commitment to use the DBE firm(s) listed under (1) to meet the Owner's project goal Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 45 5) Written confirmation from each listed DBE firm that it is participating in the contract in the kind and amount of work provided in the prime contractor's commitment; and 6) If Bidder or Offeror cannot meet the advertised project DBE goal, evidence of good faith efforts undertaken by the Bidder or Offeror as described in appendix A to 49 CFR part 26 including any amendments thereto. The documentation of good faith efforts must include copies of each DBE and non -DBE subcontractor quote submitted to the bidder when a non -DBE subcontractor was selected over a DBE for work on the contract. Bid Information submitted as a matter of responsibility: The Owner's award of this contract is conditioned upon Bidder or Offeror satisfying the good faith effort requirements of 49 CFR § 26.53. As a condition of responsibility, every Bidder or Offeror must submit the following information on the forms provided herein within five days after bid opening. 1) The names and addresses of Disadvantaged Business Enterprise (DBE) firms that will participate in the contract; 2) A description of the work that each DBE firm will perform; 3) The dollar amount of the participation of each DBE firm listed under (1); 4) Written statement from Bidder or Offeror that attests their commitment to use the DBE firm(s) listed under (1) to meet the Owner's project goal; 5) Written confirmation from each listed DBE firm that it is participating in the contract in the kind and amount of work provided in the prime contractor's commitment; and 6) If Bidder or Offeror cannot meet the advertised project ❑BE goal, evidence of good faith efforts undertaken by the Bidder or Offeror as described in appendix A to 49 CFR Part 26 including any amendments thereto. The documentation of good faith efforts must include copies of each ❑BE and non -DBE subcontractor quote submitted to the bidder when a non -DBE subcontractor was selected over a DBE for work on the contract. Bid Information requirements for negotiated procurements: In a negotiated procurement, such as a procurement for professional services, the Sponsor may allow the bidder offeror to make a contractually binding commitment to meet the goal at the time of bid submission or the presentation of initial proposals but provide the information required under the above responsiveness or responsibility procedures before the final selection for the contract is made by the recipient. Bid Information submitted for Design -Build projects: In a design -build contracting situation, in which the Sponsor solicits proposals to design and build a project with minimal -project details at time of letting, the Sponsor may set a DBE goal that proposers must meet by submitting a DBE Open -Ended DBE Performance Plan (OEPP) with the proposal. The ❑EPP replaces the requirement to provide the information required in paragraph (b) of 49 CIF § 26.53 that Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 46 applies to design -bid -build contracts. To be considered responsive, the ❑EPP must include a commitment to meet the goal and provide details of the types of subcontracting work or services (with projected dollar amount) that the proposer will solicit DBEs to perform. The OEPP must include an estimated time frame in which actual DBE subcontracts would be executed. Once the design -build contract is awarded, the recipient must provide ongoing monitoring and oversight to evaluate whether the design -builder is using good faith efforts to comply with the OEPP and schedule. The recipient and the design -builder may agree to make written revisions of the OEPP throughout the life of the project, e.g., replacing the type of work items the design -builder will solicit DBEs to perform and/or adjusting the proposed schedule, as long as the design -builder continues to use good faith efforts to meet the goal. A11.3.2 Solicitation Language (Solicitations with No DBE Contract Goal) The requirements of 49 CFR Part 26 including any amendments thereto apply to this contract. It is the policy of the [Insert Name of Owner] to practice nondiscrimination based on race, color, sex, or national origin in the award or performance of this contract. The Owner encourages participation by all firms qualifying under this solicitation regardless of business size or ownership. A11.3.3 Prime Contracts (Contracts Covered by a DBE Program) Contract Assurance (49 CFR § 26.13; mandatory text provided) — The Contractor, subrecipie nt or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The Contractor shall carry out applicable requirements of 49 CFR Part 26, including any amendments thereto, in the award and administration of DOT -assisted contracts. Failure by the Contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate, which may include, but is not limited to: 1) Withholding monthly progress payments; 2) Assessing sanctions; 3) Liquidated damages; and/or 4) Disqualifying the Contractor from future bidding as non -responsible. Prompt Payment (49 CFR § 26.29; acceptable/sample text provided) — The prime contractor agrees to pay each subcontractor under this prime contract for satisfactory performance of its contract no later than [specify number of days, not to exceed 30] days from the receipt of each payment the prime contractor receives from [Name of recipient]. The prime contractor agrees further to return retainage payments to each subcontractor within [specify number of days, not to exceed 30] days after the subcontractor's work is satisfactorily completed. Any delay or postponement of payment from the above referenced time frame may occur only for good cause Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 47 following written approval of the [Name of Recipient]. This clause applies to both DBE and non -DBE subcontractors. Termination of DBE Subcontracts (49 CFR § 25.53(f); acceptable/sample text provided) — The prime contractor must not terminate a DBE subcontractor listed in response to [include Solicitation paragraph number where paragraph 12.3.1, Solicitation Language appears] for an approved substitute DBE firm) without prior written consent of [Name of Recipient]. This includes, but is not limited to, instances in which the prime contractor seeks to perform work originally designated for a DBE subcontractor with its own forces or those of an affiliate, a non -DBE firm, or with another DBE firm. The prime contractor shall utilize the specific DBEs listed to perform the work and supply the materials for which each is listed unless the contractor obtains written consent [Name of Recipient]. Unless [Name of Recipient] consent is provided, the prime contractor shall not be entitled to any payment for work or material unless it is performed or supplied by the listed DBE. [Name of Recipient] may provide such written consent only if [Name of Recipient] agrees, for reasons stated in the concurrence document, that the prime contractor has good cause to terminate the DBE firm. For purposes of this paragraph, good cause includes the circumstances listed in 49 CIF § 2&53. Before transmitting to [Name of Recipient] its request to terminate and/or substitute a DBE subcontractor, the prime contractor must give notice in writing to the DBE subcontractor, with a copy to [Name of Recipient], of its intent to request to terminate and/or substitute, and the reason for the request. The prime contractor must give the DBE five days to respond to the prime contractor's notice and advise [Name of Recipient] and the contractor of the reasons, if any, why it objects to the proposed termination of its subcontract and why [Name of Recipient] should not approve the prime contractor's action. If required in a particular case as a matter of public necessity (e.g., safety), [Name of Recipient] may provide a response period shorter than five days. In addition to post -award terminations, the provisions of this section apply to pre -award deletions of or substitutions for DBE firms put forward by offerors in negotiated procurements. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 48 Al2 DISTRACTED DRIVING Al2.1 SOURCE Executive Order 13513 DOT Order 3902.10 Al2.2 APPLICABILITY The FAA encourages recipients of Federal grant funds to adopt and enforce safety policies that decrease crashes by distracted drivers, including policies to ban text messaging while driving when performing work related to a grant or subgrant. Contract Types — Sponsors must insert this provision in all Al funded contracts that exceed the micro - purchase threshold of 2 CFR § 200.320 (currently set at $15,000). Use of Provision — N❑ mandatory text provided. The following language is acceptable to the FAA in meeting the intent of this requirement. If the Sponsor uses different language, the Sponsor's revised language must fully satisfy these requirements. 1211 m�� LVA 1011:1 Kite] ►11:y_114199y W<11114 TEXTING WHEN DRIVING In accordance with Executive Ord er 13513, "Federal Leadership on Reducing Text Messaging While Driving", (10/1/2009) and DOT Order 3902.10, "Text Messaging While Driving", (12/30/2009), the Federal Aviation Administration encourages recipients of Federal grant funds to adopt and enforce safety policies that decrease crashes by distracted drivers, including policies to ban text messaging while driving when performing work related to a grant or subgrant. In support of this initiative, the Owner encourages the Contractor to promote policies and initiatives for its employees and other work personnel that decrease crashes by distracted drivers, including policies that ban text messaging while driving motor vehicles while performing work activities associated with the project. The Contractor must include the substance of this clause in all sub -tier contracts exceeding $15,000 that involve driving a motor vehicle in performance of work activities associated with the project. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 49 A13 PROHIBITION ON CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE SERVICES OR EQUIPMENT A13.1 SOURCE 2 CFR § 200, Appendix II(K) 2 CFR § 200.216 A13.2 APPLICABILITY Sponsors and subgrant recipients are prohibited from using AIP grant funds to: a) Procure or obtain, b) Extend or renew a contract to procure or obtain, or cj Enter into a contract to procure or obtain certain covered telecommunications equipment. These restrictions apply to telecommunication equipment, services, or systems that use covered telecommunications equipment or services as a substantial or essential component of any system or as critical technology as part of any system. Covered telecommunications equipment is equipment produced or provided by Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of either). Contract Types —The Sponsor must include this provision in all AIP funded contracts and lower -tier contracts. Use of Provision — N❑ mandatory text provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor's revised language must fully satisfy these requirements. Sponsor may substitute "Contractor and subcontractor" with "Consultant and sub -consultant" for professional service agreements. A13.3 MODEL CERTIFICATION CLAUSE PROHIBITION ON CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE SERVICES OR EQUIPMENT Contractor and Subcontractor agree to comply with mandatory standards and policies relating to use and procurement of certain telecommunications and video surveillance services or equipment in compliance with the National Defense Authorization Act P.L. 115-232, § 889(f)(1)j. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 50 A14 DRUG FREE WORKPLACE REQUIREMENTS A14.1 SOURCE 49 CFR Part 32 Drug -Free Workplace Act of 1988 (41 U.S.C. § 8101-8106, as amended) A14.2 APPLICABILITY The ❑ rug- Free Workplace Act of 1988 requires some Federal contractors and C711 Federal grantees to agree that they will provide drug -free workplaces as a condition of receiving a contract or grant from a Federal agency. The Act does not apply to contractors, subcontractors, or subgrantees, although the Federal grantees workplace may be where the contractors, subcontractors, or subgrantees are working. Contract Types —This provision applies to all AIP funded projects, but not to the contracts between the grantee (the Sponsor) and a contractor, subcontractors, suppliers, or subgrantees. Use of Provision — No mandatory or recommended text provided because the requirements d❑ not extend beyond the Sponsor level. I211 E►1ha:7,[aKNIF110139 None. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 51 A15 FEDERAL FAIR LABOR STANDARDS ACT (FEDERAL MINIMUM WAGE) A15.1 SOURCE 29 USC § 201, et seq 2 CFR § 200.430 A15.2 APPLICABILITY The U.S. Department of Labor (DOL) Wage and Hour division administers the Fair Labor Standards Act (FLSA). This act prescribes federal standards for basic minimum wage, overtime pay, record keeping, and child labor standards. Contract Types — Per the Department of Labor, all employees of certain enterprises having workers engaged in interstate commerce; producing goods for interstate commerce; ❑r handling, selling, or otherwise working on goods or materials that have been moved in or produced for such commerce by any person are covered by the FLSA. All consultants, sub -consultants, contractors, and subcontractors employed under this federally assisted project must comply with the FLSA. Professional Services — 29 CFR § 213 exempts employees in a bona fide executive, administrative or professional capacity. Because professional firms employ individuals that are not covered by this exemption, the Sponsor's agreement with a professional services firm must include the FLSA provision. Use of Provision — N❑ mandatory text provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor's language must fully satisfy the requirements of 29 USC § 201, et seq. The Sponsor must select contractor or consultant, as appropriate for the contract. A15.3 MODEL SOLICITATION CLAUSE All contracts and subcontracts that result from this solicitation incorporate by reference the provisions of 29 CFR Part 201, et seq, the Federal Fair Labor Standards Act (FLSA), with the same force and effect as if given in full text. The FLSA sets minimum wage, overtime pay, recordkeeping, and child labor standards for full and part-time workers. The [Contractor f Consultant] has full responsibility to monitor compliance to the referenced statute or regulation. The [Contractor / Consultant] must address any claims or disputes that arise from this requirement directly with the U.S. Department of Labor— Wage and Hour Division. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 52 A16 LOBBYING AND INFLUENCING FEDERAL EMPLOYEES A16.1 SOURCE 31 USC § 1352 — Byrd Anti -Lobbying Amendment 2 CFR Part 200, Appendix II(I) 49 CFR Part 20, Appendix A A16.2 APPLICABILITY Consultants and contractors that apply or bid for an award of $100,000 or more must certify that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant, or another award covered by 31 USC § 1352. Each tier must also disclose any lobbying with non -Federal funds that takes place in connection with obtaining any Federal award. Contract Types —The Sponsor must incorporate this provision into all contracts exceeding $100,000. Use of Provision — MANDATORY TEXT. Appendix A to 49 CFR Part 20 prescribes language the Sponsor must use. The Sponsor must incorporate this provision without modification. A16.3 MANDATORY CERTIFICATION CLAUSE CERTIFICATION REGARDING LOBBYING The Bidder or Offeror certifies by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the Bidder or Offeror, to any person for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Farm-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. (3) The undersigned shall require that the language of this certification be included in the award documents for all sub -awards at all tiers {including subcontracts, subgrants, and contracts Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 53 under grants, loans, and cooperative agreements} and that all sub -recipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. § 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 54 A17 OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 A17.1 SOURCE 29 CFR Part 1910 A17.2 APPLICABILITY Contract Types —All contracts and subcontracts must comply with the Occupational Safety and Health Act of 1970 (OSH). The U.S. Department of Labor Occupational Safety and Health Administration (OSHA) oversees the workplace health and safety standards wage provisions from ❑SH. Use of Provision — N❑ mandatory text provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsors language must fully satisfy the requirements of 29 CFR Part 1910. A17.3 MODEL CONTRACT CLAUSE All contracts and subcontracts that result from this solicitation incorporate by reference the requirements of 29 CFR Part 1910 with the same force and effect as if given in full text. The employer must provide a work environment that is free from recognized hazards that may cause death or serious physical harm to the employee. The employer retains full responsibility to monitor its compliance and their subcontractor's compliance with the applicable requirements of the Occupational Safety and Health Act of 1970 (29 CFR Part 1910). The employer must address any claims or disputes that pertain to a referenced requirement directly with the U.S. Department of Labor — Occupational Safety and Health Administration. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 55 A18 PROCUREMENT OF RECOVERED MATERIALS A18.1 SOURCE 2 CFR § 200.323 2 CFR Part 200, Appendix II(J) 40 CFR Part 247 42 USC § 6901, et seq (Resource Conservation and Recovery Act (RCRA)) A18.2 APPLICABILITY Sponsors of A I P funded development and equipment projects must comply with Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act. Section 6002 emphasizes maximizing energy and resource recovery through use of affirmative procurement actions for recovered materials identified in the Environmental Protection Agency (EPA) guidelines codified at 40 CFR Part 247. When acquiring items designated in the guidelines, the Sponsor must procure items that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition. Contract Types —This provision applies to any contracts that include procurement of products designated in subpart B of 40 CFR Part 247 where the purchase price of the item exceeds $10,000 or the value of the quantity acquired by the preceding fiscal year exceeded $10,000. Construction and Equipment— Include this provision in all construction and equipment projects. Professional Services and Property— Include this provision if the agreement includes procurement of a product that exceeds $10,000. Use of Provision — N❑ mandatory text provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor's language must fully satisfy the requirements of 2 CFR Part 200. l,'i IE:IM�►■►to] 11:1 bite]► II I 1T-,T4 190 WWII 4 PROCUREMENT OF RECOVERED MATERIALS Contractor and subcontractor agree to comply with Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act, and the regulatory provisions of 40 CFR Part 247. In the performance of this contract and to the extent practicable, the Contractor and subcontractors are to use products containing the highest percentage of recovered materials for items designated by the Environmental Protection Agency (EPA) under 40 CFR Part 247 whenever: 1) The contract requires procurement of $10,000 or more of a designated item during the fiscal year; or Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 56 2) The contractor has procured $10,000 or more of a designated item using Federal funding during the previous fiscal year. The list of EPA -designated items is available at www.er)a.gov/smm/comprehensive-procurement- gu ideli nes-construction-products. Section 6002(c) establishes exceptions to the preference for recovery of EPA -designated products if the contractor can demonstrate the item is: a) Not reasonably available within a timeframe providing for compliance with the contract performance schedule; b) Fails to meet reasonable contract performance requirements; or c) Is only available at an unreasonable price. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 57 A19 RIGHT TO INVENTIONS A19.1 SOURCE 2 CFR Part 200, Appendix II(F) 37 CFR Part 401 A19.2 APPLICABILITY Contract Types — This provision applies to all contracts and subcontracts with small business firms or nonprofit organizations that include performance of experimental, developmental, or research work. This clause is not applicable to construction, equipment, or professional service contracts unless the contract includes experimental developmental, or research work. Use of Provision — N❑ mandatory text provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the sponsor uses different language, the Sponsor's language must fully satisfy the requirements of 2 CFR Part 200, Appendix II. RIGHTS TO INVENTIONS Contracts or agreements that include the performance of experimental, developmental, or research work must provide for the rights of the Federal Government and the Owner in any resulting invention as established by 37 CFR part 401, Rights to Inventions Made by Non-profit Organizations and Small Business Firms under Government Grants, Contracts, and Cooperative Agreements. This contract incorporates by reference the patent and inventions rights as specified within 37 CFR § 401.14. Contractor must include this requirement in all sub -tier contracts involving experimental, developmental, or research work. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 58 A20 SEISMIC SAFETY A20.1 SOURCE 49 CFR Part 41 A20.2 APPLICABILITY Contract Types —This provision applies to construction of new buildings and additions to existing buildings financed in whole or in part through the Airport Improvement Program. Professional Services— Sponsor must incorporate this clause in any contract involved in the construction of new buildings or structural addition to existing buildings. Construction — Sponsor must incorporate this clause in any contract involved in the construction of new buildings or structural addition to existing buildings. Equipment— Sponsor must include the construction provision if the project involves construction or structural addition to a building such as an electrical vault project to accommodate or install equipment. Land — This provision will not typically apply to a property/land project. Use of Provision — N❑ mandatory text provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor's language must fully satisfy the requirements of 49 CFR part 41. l ►■►to] 11 :1W+hl►11.1_[+Il99y W<11114 A20.3.1 Professional Service Agreements for Design SEISMIC SAFETY In the performance of design services, the Consultant agrees to furnish a building design and associated construction specification that conform to a building code standard that provides a level of seismic safety substantially equivalent to standards as established by the National Earthquake Hazards Reduction Program (NEHRP). Local building codes that model their building code after the current version of the International Building Code {IBC} meet the NEHRP equivalency level for seismic safety. At the conclusion of the design services, the Consultant agrees to furnish the Owner a "certification of compliance" that attests conformance of the building design and the construction specifications with the seismic standards of NEHRP or an equivalent building code. A20.3.2 Construction Contracts SEISMIC SAFETY The Contractor agrees to ensure that all work performed under this contract, including work performed by subcontractors, conforms to a building code standard that provides a level of seismic safety substantially equivalent to standards established by the National Earthquake Hazards Reduction Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 59 Program (NEHRP). Local building codes that model their code after the current version of the International Building Code {IBC} meet the NEHRP equivalency level for seismic safety. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 60 A21 TAX DELINQUENCY AND FELONY CONVICTIONS A21.1 SOURCE Section 8113 of the Consolidated Appropriations Act, 2022 (P.L. 117-103) and similar provisions in subsequent appropriations acts. DOT Order 4200.6— Appropriations Act Requirements far Procurement and Non -Procurement Regarding Tax Delinquency and Felony Convictions A21.2 APPLICABILITY The Sponsor must ensure that no funding goes to any contractor who: ■ Has been convicted of a Federal felony within the last 24 months; or ■ Has any outstanding tax liability for which all judicial and administrative remedies have lapsed or been exhausted. Contract Types —This provision applies to all contracts funded in whole or part with AIP. Use of Provision — N❑ mandatory text provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor's language must fully satisfy the requirements of DOT Order 4200.6. A21.3 MODEL CERTIFICATION CLAUSE CERTIFICATION OF OFFEROR/BIDDER REGARDING TAX DELINQUENCY AND FELONY CONVICTIONS The applicant must complete the following two certification statements. The applicant must indicate its current status as it relates to tax delinquency and felony conviction by inserting a checkmark (u) in the space following the applicable response. The applicant agrees that, if awarded a contract resulting from this solicitation, it will incorporate this provision for certification in all lower tier subcontracts. Certifications 1) The applicant represents that it is ( ) is not ( ) a corporation that has any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability. 2) The applicant represents that it is ( ) is not ( ) a corporation that was convicted of a criminal violation under any Federal law within the preceding 24 months. Note If an applicant responds in the affirmative to either of the above representations, the applicant is ineligible to receive an award unless the Sponsor has received notification from the agency suspension and debarment official (SDO) that the SD❑ has considered suspension or debarment and determined that further action is not required to protect the Government's interests. The applicant therefore must provide information to the owner about its tax liability or conviction to the Owner, who will then Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 61 notify the FAA Airports District Office, which will then notify the agency's SD❑ to facilitate completion of the required considerations before award decisions are made. Term Definitions Felony conviction: Felony conviction means a conviction within the preceding twenty four (24) months of a felony criminal violation under any Federal law and includes conviction of an offense defined in a section of the U.S. Code that specifically classifies the offense as a felony and conviction of an offense that is classified as a felony under 18 USC § 3559. Tax Delinquency: A tax delinquency is any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted, or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 62 Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 63 A22 TERMINATION OF CONTRACT A22.1 SOURCE 2 CFR Part 200, Appendix II(B) FAA Advisory Circular 150/5370-10, Section 80-09 A22.2 APPLICABILITY Contract Types —All contracts and subcontracts in excess of $10,000 must address termination for cause and termination for convenience by the Sponsor. The provision must address the manner (i.e., notice, opportunity to cure, and effective date) by which the Sponsor's contract will be affected and the basis for settlement (e.g., incurred expenses, completed work, profit, etc.). Use of Provision — Termination for Convenience— No mandatory text provided. The Sponsor must include a clause for termination for convenience. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor's language must fully satisfy the requirements of Appendix II to 2 CFR § 200. Termination for Cause — No mandatory text provided. The Sponsor must include a clause for termination for cause (includes default). The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor's language must fully satisfy the requirements of 2 CFR Part 200, Appendix II. Equipment Professional Services, and Property — No mandatory text provided. The Sponsor may use their established clause language provided that it adequately addresses the intent of 2 CFR Part 200 Appendix II(B), which addresses termination for cause and for convenience. A22.3 MODEL CONTRACT CLAUSES A22.3.1 Termination for Convenience TERMINATION FOR CONVENIENCE (CONSTRUCTION & EQUIPMENT CONTRACTS) The Owner may terminate this contract in whole or in part at any time by providing written notice to the Contractor. Such action may be without cause and without prejudice to any other right or remedy of Owner. Upon receipt of a written notice of termination, except as explicitly directed by the Owner, the Contractor shall immediately proceed with the following obligations regardless of any delay in determining or adjusting amounts due under this clause: 1. Contractor must immediately discontinue work as specified in the written notice. 2. Terminate all subcontracts to the extent they relate to the work terminated under the notice. 3. discontinue orders for materials and services except as directed by the written notice. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 64 4. Del iver to the Owner all fabricated and partially fabricated parts, completed and partially completed work, supplies, equipment and materials acquired prior to termination of the work, and as directed in the written notice. 5. Complete performance of the work not terminated by the notice. 6. Take action as directed by the Owner to protect and preserve property and work related to this contract that Owner will take possession. Owner agrees to pay Contractor for: 1. Completed and acceptable work executed in accordance with the contract documents prior to the effective date of termination; 2. Documented expenses sustained prior to the effective date of termination in performing work and furnishing labor, materials, or equipment as required by the contract documents in connection with uncompleted work; 3. Reasonable and substantiated claims, costs, and damages incurred in settlement of terminated contracts with Subcontractors and Suppliers; and 4. Reasonable and substantiated expenses to the Contractor directly attributable to Owner's termination action. Owner will not pay Contractor for loss of anticipated profits or revenue or other economic loss arising out of or resulting from the Owner's termination action. The rights and remedies this clause provides are in addition to any other rights and remedies provided by law or under this contract. TERMINATION FOR CONVENIENCE (PROFESSIONAL SERVICES) The Owner may, by written notice to the Consultant, terminate this Agreement for its convenience and without cause or default on the part of Consultant. Upon receipt of the notice of termination, except as explicitly directed by the Owner, the Contractor must immediately discontinue all services affected. Upon termination of the Agreement, the Consultant must deliver to the Owner all data, surveys, models, drawings, specifications, reports, maps, photographs, estimates, summaries, and other documents and materials prepared by the Engineer under this contract, whethercomplete or partially complete. Owner agrees to make just and equitable compensation to the Consultant for satisfactory work completed up through the date the Consultant receives the termination notice. Compensation will not include anticipated profit on non -performed services. Owner further agrees to hold Consultant harmless for errors or omissions in documents that are incomplete as a result of the termination action under this clause. A22.3.2 Termination for Default TERMINATION FOR CAUSE (CONSTRUCTION) Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 65 Section 80-09 of FAA Advisory Circular 150/5370-10 establishes standard language for conditions, rights, and remedies associated with Owner termination of this contract for cause due to default of the Contractor. TERMINATION FOR CAUSE (EQUIPMENT) The Owner may, by written notice of default to the Contractor, terminate all or part of this Contract for cause if the Contractor: 1. Fails to begin the Work under the Contract within the time specified in the Notice- to -Proceed; 2. Fails to make adequate progress as to endanger performance of this Contract in accordance with its terms; 3. Fails to make delivery of the equipment within the time specified in the Contract, including any Owner approved extensions; 4. Fails to comply with material provisions of the Contract; 5. Submits certifications made under the Contract and as part of their proposal that include false or fraudulent statements; or 6. Becomes insolvent or declares bankruptcy. If one or more of the stated events occur, the Owner will give notice in writing to the Contractor and Surety of its intent to terminate the contract for cause. At the Owner's discretion, the notice may allow the Contractor and Surety an opportunity to cure the breach or default. If within [10] days of the receipt of notice, the Contractor or Surety fails to remedy the breach or default to the satisfaction of the Owner, the Owner has authority to acquire equipment by other procurement action. The Contractor will be liable to the Owner for any excess costs the Owner incurs for acquiring such similar equipment. Payment for completed equipment delivered to and accepted by the Owner shall be at the Contract price. The Owner may withhold from amounts otherwise due the Contractor for such completed equipment, such sum as the Owner determines to be necessary to protect the Owner against loss because of Contractor default. Owner will not terminate the Contractor's right to proceed with the work under this clause if the delay in completing the work arises from unforeseeable causes beyond the control and without the fault or negligence of the Contractor. Examples of such acceptable causes include: acts of God, acts of the Owner, acts of another Contractor in the performance of a contract with the Owner, and severe weather events that substantially exceed normal conditions for the location. If, after termination of the Contractor's right to proceed, the Owner determines that the Contractor was not in default, or that the delay was excusable, the rights and obligations of the parties will be the same as if the Owner issued the termination for the convenience the Owner. The rights and remedies of the Owner in this clause are in addition to any other rights and remedies provided by law or under this contract. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 66 TERMINATION FOR CAUSE (PROFESSIONAL SERVICES) Either party may terminate this Agreement for cause if the other party fails to fulfill its obligations that are essential to the completion of the work per the terms and conditions of the Agreement. The party initiating the termination action must allow the breaching party an opportunity to dispute or cure the breach. The terminating party must provide the breaching party [7] days advance written notice of its intent to terminate the Agreement. The notice must specify the nature and extent of the breach, the conditions necessary to cure the breach, and the effective date of the termination action. The rights and remedies in this clause are in addition to any other rights and remedies provided by law or under this agreement. a) Termination by Owner: The Owner may terminate this Agreement for cause in whole or in part, for the failure of the Consultant to: 1. Perform the services within the time specified in this contract or by Owner approved extension; 2. Make adequate progress so as to endanger satisfactory performance of the Project; or 3. Fulfill the obligations of the Agreement that are essential to the completion of the Project. Upon receipt of the notice of termination, the Consultant must immediately discontinue all services affected unless the notice directs otherwise. Upon termination of the Agreement, the Consultant must deliver to the Owner all data, surveys, models, drawings, specifications, reports, maps, photographs, estimates, summaries, and other documents and materials prepared by the Engineer under this contract, whether complete or partially complete. Owner agrees to make just and equitable compensation to the Consultant for satisfactory work completed up through the date the Consultant receives the termination notice. Compensation will not include anticipated profit on non -performed services. Owner further agrees to hold Consultant harmless for errors or omissions in documents that are incomplete as a result of the termination action under this clause. If, after finalization of the termination action, the Owner determines the Consultant was not in default of the Agreement, the rights and obligations of the parties shall be the same as if the Owner issued the termination for the convenience of the Owner. bj Termination by Consultant: The Consultant may terminate this Agreement for cause in whole or in part, if the Owner: 1. Defaults on its obligations under this Agreement; 2. Fails to make payment to the Consultant in accordance with the terms of this Agreement; 3. Suspends the project for more than [180] days due to reasons beyond the control of the Consultant. Upon receipt of a notice of termination from the Consultant, Owner agrees to cooperate with Consultant for the purpose of terminating the agreement or portion thereof, by mutual consent. If Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 67 Owner and Consultant cannot reach mutual agreement on the termination settlement, the Consultant may, without prejudice to any rights and remedies it may have, proceed with terminating all or parts of this Agreement based upon the Owner's breach of the contract. In the event of termination due to Owner breach, the Consultant is entitled to invoice Owner and to receive full payment for all services performed or furnished in accordance with this Agreement and all justified reimbursable expenses incurred by the Consultant through the effective date of termination action. Owner agrees to hold Consultant harmless for errors or omissions in documents that are incomplete as a result of the termination action under this clause. A23 TRADE RESTRICTION CERTIFICATION A23.1 SOURCE 49 USC § 50104 49 CFR Part 30 » 1 [I1,A:1141 WA Unless waived by the Secretary of Transportation, Sponsors may not use Al funds on a product or service from a foreign country included in the current list of countries that discriminate against U.S. firms as published by the Office of the United States Trade Representative (USTR). Contract Types —The trade restriction certification and clause apply to all Al funded projects. Use of Provision — MANDATORY TEXT. 49 CFR Part 30 prescribes the language for this model clause. The Sponsor must include this certification language in all contracts and subcontracts without modification. ►,r am►■►F,1►IIlly_rr.1:a•K6Y.14[•1Ar11IWkiKyW,111y:1 TRADE RESTRICTION CERTIFICATION By submission of an offer, the Offeror certifies that with respect to this solicitation and any resultant contract, the Offeror- 1) is not owned or controlled by one or more citizens of a foreign country included in the list of countries that discriminate against U.S. firms as published by the Office of the United States Trade Representative (USTR); 2) has not knowingly entered into any contract or subcontract for this project with a person that is a citizen or national of a foreign country included on the list of countries that discriminate against U.S. firms as published by the USTR; and 3) has not entered into any subcontract for any product to be used ❑n the Federal project that is produced in a foreign country included on the list of countries that discriminate against U.S. firms published by the USTR. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 68 This certification concerns a matter within the jurisdiction of an agency of the United States of America and the making of a false, fictitious, or fraudulent certification may render the maker subject to prosecution under Title 18 USC § 1001. The Offeror/Contractor must provide immediate written notice to the Owner if the Offeror/Contractor learns that its certification ❑r that of a subcontractor was erroneous when submitted or has become erroneous by reason of changed circumstances. The Contractor must require subcontractors provide immediate written notice to the Contractor if at any time it learns that its certification was erroneous by reason of changed circumstances. Unless the restrictions of this clause are waived by the Secretary of Transportation in accordance with 49 CFR § 30.17, no contract shall be awarded to an Offeror or subcontractor: 1) who is owned or controlled by one or more citizens or nationals of a foreign country included on the list of countries that discriminate against U.S. firms published by the USTR; or 2) whose subcontractors are owned or controlled by one or more citizens or nationals of a foreign country on such USTR list; ❑r 3) who incorporates in the public works project any product of a foreign country on such USTR list. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render, in good faith, the certification required by this provision. The knowledge and information of a contractor is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. The Offeror agrees that, if awarded a contract resulting from this solicitation, it will incorporate this provision for certification without modification in all lower tier subcontracts. The Contractor may rely on the certification of a prospective subcontractor that it is not a firm from a foreign country included on the list of countries that discriminate against U.S. firms as published by USTR, unless the Offeror has knowledge that the certification is erroneous. This certification is a material representation of fact upon which reliance was placed when making an award. If it is later determined that the Contractor or subcontractor knowingly rendered an erroneous certification, the Federal Aviation Administration (FAA) may direct through the Owner cancellation of the contract or subcontract for default at no cost to the Owner or the FAA. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 69 A24 VETERAN'S PREFERENCE A24.1 SOURCE 49 U5C § 47112jcj A24.2 APPLICABILITY Contract Types —This provision applies to all AIP funded projects that involve labor to carry out the project. This preference, which excludes executive, administrative, and supervisory positions, applies to covered veterans [as defined under § 47112(c)j only when they are readily available and qualified to accomplish the work required by the project. Use of Provision — N❑ mandatory text provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor's language must fully satisfy the requirements of 49 USC § 47112. A24.3 MODEL CONTRACT CLAUSE VETERAN'S PREFERENCE In the employment of labor (excluding executive, administrative, and supervisory positions), the Contractor and all sub -tier contractors must give preference to covered veterans as defined within 49 U.S.C. § 47112. Covered veterans include Vietnam -era veterans, Persian Gulf veterans, Afghanistan - Iraq war veterans, disabled veterans, and small business concerns (as defined by 15 U.S.C. § 632) owned and controlled by disabled veterans. This preference only applies when there are covered veterans readily available and qualified to perform the work to which the employment relates. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 70 A25 DOMESTIC PREFERENCES FOR PROCUREMENTS A25.1 SOURCE 2 CFR § 200.322 2 CFR Part 200, Appendix II(L) A25.2 APPLICABILITY To the greatest extent "practicable," Sponsors must provide a preference for the purchase, acquisition, or use of goods, products, or materials produced in the U.S., including, but not limited to iron, aluminum, steel, cement, or other manufactured products. Contract Types — Must be included in all subawards, including all contracts and purchase orders for work or products under the grant. Use of Provision — N❑ mandatory text provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor's language must fully satisfy the requirements of 2 CFR § 200.322. A25.3 MODEL CERTIFICATION CLAUSE CERTIFICATION REGARDING DOMESTIC PREFERENCES FOR PROCUREMENTS The Bidder or Offeror certifies by signing and submitting this bid or proposal that, to the greatest extent practicable, the Bidder or Offeror has provided a preference for the purchase, acquisition, ❑r use of goods, products, or materials produced in the United States (including, but not limited to, iron, aluminum, steel, cement, and other manufactured products) in compliance with 2 CFR § 200.322. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 71 A26 PROHIBITION OF COVERED UNMANNED AIRCRAFT SYSTEMS (UAS) A26.1 SOURCE FAA Reauthorization Act of 2024 (Public Law 118-63), Section 936 49 U.S.C. § 44801 note Sponsors and subgrant recipients are prohibited from using AIP grant funds to enter into, extend, or renew a contract for: 1) The operation, procurement, or contracting action with respect to a covered unmanned aircraft system (UAS); or 2) To any entity that operates a covered unmanned aircraft system (UAS) in the performance of such contract. The term "Covered UAS" means a small unmanned aircraft, an unmanned aircraft, and unmanned aircraft system, or the associated elements of such aircraft and aircraft systems related to the collection and transmission of sensitive information (consisting of communication links and the components that control the unmanned aircraft) that enable the operatorto operate the aircraft in the National Airspace System which is manufactured or assembled by a covered foreign entity; and an unmanned aircraft detection system or counter- UAS system that is manufactured or assembled by a covered foreign entity. These covered foreign entities include: (a) The People's Republic of China. (b) The Russian Federation. {c) The Islamic Republic of Iran. (d) The Democratic People's Republic of Korea. (e) The Bolivarian Republic of Venezuela. (f) The Republic of Cuba. (g) Any other country the Secretary determines necessary. l,�►�:�1��,�» I [I1,A:1111 WA Contract Types — the Sponsor must include this provision in all AIP-funded contracts and lower - tier contracts. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 72 Use of Provision - No mandatary text provided. The Sponsor's language must fully satisfy these requirements. Sponsor may substitute "Contractor and subcontractor" with "Consultant and sub - consultant" for professional service agreements as appropriate. A26.3 MODEL CONTRACT CLAUSE The Bidder or Offeror certifies that they are aware of and comply with relevant Federal statutes and regulations, including those from the Federal Aviation Administration (FAA), for operating unmanned aircraft systems (UAS) in accordance, and in compliance with all related requirements in the FAA Reauthorization Act of 2024 (Public Law 118-63), section 936 (49 U.S.C. § 44801 note). Contractor warrants that all UAS operations will be conducted in full compliance with all applicable Federal Aviation Administration (FAA) regulations, including but not limited to 14 CFR Part 107, and any other applicable local, state, or Federal laws and regulations. Sponsors and subgrant recipients cannot use AIP grant funds to enter into, extend, or renew a contract related to covered unmanned aircraft systems {UA5}. This includes both procurement and operational contracts, as well as contracts with entities that operate such systems. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 73 DATE: TO: FROM: CITY OF WATERLOO Engineering May 19, 2026 MEMORANDUM Steven Kjergaard Director of Aviation Jamie Knutson, P.E. r� City Engineer 715 Mulberry 5t, Waterloo, IA 50703 9 Phone: (319) 291-4312 �. CITYOFWATERLOO f OWAXO M RE: Review of Proposed Professional Services Agreement For CONSTRUCTION -RELATED SERVICES (CRS) RUNWAY 18/36 REHABILITATION OUTSIDE THE RUNWAY 12/30 RUNWAY SAFETY AREA, FAA AIP 3-19-0094-060 I reviewed the proposed professional service agreement for the rehabilitation of the above referenced project. This is a FAA project being developed in accordance with sponsor guide. Please see the attached Independent Fee Estimate. Tasks are comparable to engineering service agreements for design services required for DOT/FHWA federal -aid projects. AECOM's estimate of hours is reasonable when compared with my estimate of hours. This is a cost-plus fixed fee contract. Fixed fee of fifteen percent {1511/6} of direct labor and overhead is typical for DOT/FHWA projects. I used a provisional Overhead Rate of 130%. Typical rates range from 125% to 150% depending on the consulting engineer. The total estimated maximum cost is 3% different from AECOM's estimated Maximum Amount Payable. If you have any questions, please contact me at this office. RUNWAY 18136 REHABILITATION OUTSIDE TBE RUNWAY 12130 RUNWAY Waterloo Regional Airport Waterloo, Iowa FAA AW 3-19-0094-060 Construction Related Smices (CRS) IFE REVIEW L Direct Labor Cost Comparison of IFE and AECOM Costs Cate eary Hours RatelHour Amount IFE AECOM Hours Difference Percent Senior Professional 116 $103.50 $12,006.00 128 116 -12 -9% Project Professional 216 $80.70 $17,43120 215 216 1 0% Staff Professional 168 $58.30 S%794.40 176 168 -8 -5% Professional 228 $40.45 S%222.60 236 228 -8 -3% CADD Operator II 224 $39.90 S8,937.60 234 224 -10 4% CADD Operator I 0 $24.80 $0.00 0 0 0 0% Senior Technician 1418 $46.85 $66,43330 1446 1418 -28 -2% Technician 0 $28.70 $0.00 0 0 0 0% Project Support 132 $44.80 $5,913.60 142 132 -10 -7% 2502 2577 2502 $133,848.80 $129,738.70 ($4,110.10) -3% IL Payroll Burden and Overhead Costs 119.05 % $174,003.44 $154,453.92 ($19,549.52) -11% III. Direct Project Expenses Cate 2ary Units Rata/Unit Amount Mileage 10,000 0.725 7,250.00 Air Fare - 700.00 0.00 Per Diem - 60.00 0.00 Lodging - 110.00 0.00 Rental Car - 50.00 0.00 B,V Copies 5,000 0.06 300.00 Color Copies 3,000 0.22 660.00 Plan Copier 100 0.50 50.00 EDM Equipment 80 15.00 1,200.00 GPS Equipment 4 15.00 60.00 Miscellaneous, Other 1 1,000.00 1,000.00 $12,18024 $ 10,520.00 $ (1,66024) -14% IV. Estimated Actual Costs $318,37224 $294,712.62 $ (23,659.62) -7% Rounded $318,000.00 $294,700.00 $ (23,300.00) -7% V. Subcontract Expense Braun Intertec - Geotechnical Investigation $ 35,000.00 $ 48,500.00 $ (13,500.00) -28% VI. Estimated Actual Costs $353,000.00 $343,200.00 $ (9,800.00) -3% VIL Fixed Fee (15% of Items I & 11) $46,200.00 $42,600.00 ($3,600.00) -8% VIII. Maximum Amount Payable $ 399,200.00 $ 385,800.00 $ (13,400.00) -3% AECOM 319-232-6531 tel 501 Sycamore Street 319-439-3089 fax Suite 222 Waterloo, Iowa 50703 www.aecom.com CONSTRUCTION-RELATED SERVICES (CRS) REHABILITATE RUNWAY 18/36 OUTSIDE OF RUNWAY 12/30 RUNWAY SAFETY AREA WATERLOO REGIONAL AIRPORT WATERLOO, IOWA FAA AIP 3-19-0094-060 Project Description - See Attached Exhibit A, Scope of Services Scope of Services - See Attached Exhibit A, Scope of Services Compensation Compensation for services for this project shall be a cost-plus fixed fee not to exceed Three Hundred Eighty-Five Thousand Eight Hundred Dollars ($385,800.00). See attached Exhibit B, Consultant Cost Summary. General Conditions Except as specifically amended by this Individual Project Agreement, Services shall be provided in accordance with the Professional Services Agreement for the Waterloo Regional Airport, entered between AECOM Technical Services, Inc. (“ATS”) and the City of Waterloo (“Client”) dated December 2, 2024. APPROVED: APPROVED: CITY OF WATERLOO, IOWA AECOM TECHNICAL SERVICES, INC. By By David Boesen, Mayor Michelle M. Sweeney, PE, PTOE Associate Vice President Date Date 05/20/2026 Page 1 CONSTRUCTION-RELATED SERVICES (CRS) REHABILITATE RUNWAY 18/36 OUTSIDE OF RUNWAY 12/30 RUNWAY SAFETY AREA WATERLOO REGIONAL AIRPORT WATERLOO, IOWA FAA AIP 3-19-0094-060 EXHIBIT A I.Project Description The project is described as the Rehabilitation of Runway 18/36 outside of the limits of the Runway 12/30 Runway Safety Area at the Waterloo Regional Airport, Waterloo, Iowa. The project includes rehabilitation of approximately 1,050 feet of Runway 18/36. The rehabilitation of this section of runway will include a concrete overlay on the existing asphalt pavements with asphalt transitions to adjoining pavements. It is anticipated that design and construction of this project will be funded in part with Federal funds received through the above listed Federal Aviation Administration (FAA) Airport Improvement Program (AIP) Grant. II.Scope of Services The work to be performed by the Consultant shall encompass and include work, services, materials, equipment and supplies necessary to provide construction-phase services. The design phase has been completed, and the project is currently in the bid phase. The construction-phase services shall be divided into the following tasks: 1.Assemble Construction Documents. This task consists of assisting the Sponsor in assembling the contract documents for execution by the Contractor and the Sponsor. 2.Issued for Construction Project Documents. This task consists of preparing eleven (11) sets of plans and project manuals issued for construction. a.FAA. One (1) electronic copy of the issued for construction set of plans and project manual. Plans will be half-size (11” x 17”). b.Sponsor. Two (2) hard-bound copies of the issued for construction set of plans and project manual (office file, Project Engineer, project construction observer and project surveyor). Plans will be half-size (11” x 17”). c.Consultant. Four (4) hard-bound copies of the issued for construction set of plans and project manual (office file, Project Engineer, project construction observer and project surveyor). Plans will be half-size (11” x 17”). d.Contractor. Five (5) hard-bound copies of the issued for construction set of plans and project manual. Four (4) sets will be half-size (11” x 17”) and one set will be full-size (22” x 34”). 3.Preconstruction Conference. This task consists of preparation of meeting agenda, attending and conducting a preconstruction conference for both projects with representatives of the Contractor, Sponsor, Consultant, FAA and affected utilities, preparing meeting minutes and distribution to meeting attendees and critical organizations not represented at the meeting. The preconstruction conference will be attended by the Project Manager, Construction Engineer and the Resident Project Representative. Page 2 4.Construction Surveying. This task consists of establishing horizontal and vertical control for the project. In addition, this task includes checking the Contractor survey notes for accuracy and method of staking. Contractor’s survey will be checked prior to beginning work in the area staked, and periodically for grade and alignment. The survey notes received from the Contractor will be organized, checked and filed for reference during the project. 5.Shop Drawings and Submittals. This task consists of reviewing the following shop drawings and other submittals from the Contractor as required by the contract documents for general conformance with the design concept of the project and compliance with the information given in the contract documents. Submittals and shop drawings will also be reviewed for compliance with Build America, Buy America Provisions of the contract. a.Contractor’s Safety Plan Compliance Document (SPCD) b.Embankment Material c.Silt Fence d.Asphalt Patch Material e.Asphalt Crack Sealing f.Asphalt Leveling Course g.Tack Coat h.Portland Cement Concrete Pavement i.Joint Sealant j.Runway and Taxiway Paint k.Reflective Media l.Seeding m. Topsoiling n.Mulching o. Handholes p.Structural Concrete 6.Construction Observation Programs (COP). This task consists of preparation of the COP(s) which will detail the measures and procedures that are required to verify general conformance with the approved plans and specifications. This program will be developed in accordance with the FAA Central Region AIP Sponsor Guide Section 1000 and submitted for FAA review and approval. The Contractor shall be provided with copies of the FAA-approved COP at least 10 calendar days before the pre- construction conference. 7.Construction Assistance. This task consists of answering design interpretation questions from the Sponsor, Contractor, review staff and appropriate agencies. 8.Pay Applications and Reimbursement Forms. This task consists of preparing and processing monthly applications for payment to the Contractor and forwarding to the Sponsor for execution with recommendations for approval and payment. 9.Labor and Payroll Reports. This task consists of reviewing weekly labor and payroll reports for compliance with the Davis-Bacon Act, conducting on-site employee interviews, conducting E.E.O. site inspections and completion of GSA Form 1445. It is anticipated that thirty (30) on-site interviews for wage rate compliance will be conducted. Original documents will be submitted to the Sponsor at completion of project for storage. Page 3 10.Testing of Materials. This task consists of providing field testing and materials testing in accordance with the COP. Braun Intertec will provide quality assurance testing as identified in the COP. 11.Engineer Site Visits. This task consists of the Project Manager and/or Engineer conducting a total of twelve (12) periodic site visits to the construction site by design personnel at appropriate stages of construction to observe the progress, safety and quality of the construction. The Engineer’s representative will meet with the representatives of the Sponsor and the Consultant to discuss the project’s progress and to identify areas of concern to facilitate the construction. For the Engineer site visits, a detailed site visit memo shall be prepared summarizing the visit and submitted to the Sponsor. These site visits are separate from construction observation. 12.Change Orders. This task consists of coordinating with the Sponsor and Contractor in preparing and processing contract change orders. Change orders will be submitted to FAA for review and approval prior to their execution. 13.Pre-Paving Conference. This task consists of a meeting with the Contractor, quality assurance testing lab, resident project representative and the Project Manager to discuss the testing requirements and paving plan to assure that controls are in place to meet the project specifications prior to beginning paving operations. 14.Construction Observation. This task consists of providing full-time field observation during construction to review the work of the Contractor to determine if the work is proceeding in general accordance with the contract documents and that completed work appears to generally conform to the contract documents. Construction observation is based on providing one full-time, on-site resident project representative for seven (7) hours per day for the full construction contract time of one-hundred (180)calendar days. Staffing requirements may be adjusted during the project in relation to the level of construction activity. 15.Weekly Construction Meetings. This task consists of meeting with the airport staff, tenants, and the Contractor for eighteen (18) weekly progress meetings throughout the construction phase of the project. The meeting is to discuss project status, safety, operations, construction issues and upcoming construction schedule. 16.Weekly Construction Reports. This task consists of preparation and the twenty- eight (28) weekly submittals of FAA Form 5370-1, Construction Progress and Inspection Report, to the Sponsor and FAA. Reports will be completed in accordance with the AIP Sponsor Guide. A summary of the testing conducted and test results in the week and in-progress construction photographs shall be attached to the weekly reports. A similar report format may be used if approved by the FAA. 17.Non-Compliance Reporting. This task consists of reporting to the Sponsor work believed to be unsatisfactory, faulty or defective or does not generally conform to the contract documents and advising the Sponsor of work that should be corrected or rejected. 18.Contractor Modifications. This task consists of reviewing, evaluating and making recommendations to the Sponsor and FAA for consideration on suggestions for modifications that have been proposed by the Contractor. Page 4 19.Project Files. This task consists of maintaining files for correspondence, reports of the job conferences, shop drawings, and sample submissions, reproductions of original contract documents including addenda, change orders, field modifications, additional drawings issued subsequent to the execution of the contract, Engineer clarifications and interpretations of the contract documents, progress reports and other project-related documents. 20.Daily Reports. This task consists of the Resident Project Representative keeping a diary, log book or report for those times on site, recording hours on the job site; weather conditions; data relative to questions of extras or deductions; list of visiting officials and representatives of manufacturers, fabricators, suppliers and distributors; activities; decisions, observations in general and specific observations in more detail when necessary, as in the case of observing test procedures. As part of this task, weekly construction progress and inspection reports will be prepared and submitted to the FAA. 21.Punch List. This task consists of conducting a review of the project near completion and preparing a list of items Punch List to be completed or corrected. 22.Final Review. This task consists of performing a field observation of the completed project before a final application for payment is processed for the Contractor. 23.Project Closeout. This task consists of assisting the Sponsor with project completion and final closeout documentation from the Contractor for the FAA by providing the required documentation as identified in the Central Region Airports Division AIP Sponsor Guide Section 1600. a.Final Outlay Report – Standard Form SF-271 b.Federal Financial Report – Standard Form SF-425 c.Final Project Cost Summary d.Final Construction Report 1)Brief Narrative of Work Accomplished 2)Summary of Key Milestone Dates 3)Contract Time, Including Explanation of Liquidated Damages (If Required) 4)Statement of Compliance With Contract Labor Provisions 5)Administrative Costs 6)Engineering Costs 7)Force Account (If Any) 8)Construction Costs 9)Build America, Buy America Provisions 10)Airfield Lighting Equipment 11)Construction Material Testing and Acceptance 12)Final Inspection Report/Record of Completion 13)Contractor’s Final Statement of Completion 14)Project Photographs e.As-Built Record Drawings 24.Record Drawings. This task consists of providing the Sponsor with a copy of Record Drawings of the construction plans for the project based on the construction observation records of the review staff and Contractor showing those changes made during construction considered significant. Two copies of the Record Drawings in electronic and reproducible format will be provided to the Sponsor. One electronic copy would be for the FAA. Page 5 25.Construction Administration. This task consists of construction administration and coordination of the project. Interoffice meetings, general day-to-day administrative responsibilities, and typing of interoffice memoranda and minutes of meetings are included in this task. L:\Secure_DCS\Administration\AGREE\PROF\ALO TO#6 Runway 18-36 Rehab outisde Runway 12-30 RSA.doc Exhibit B REHABILITATE RUNWAY 18/36 OUTSIDE OF RUNWAY 12/30 RUNWAY SAFETY AREA Waterloo Regional Airport Waterloo, Iowa FAA AIP 3-19-0094-060 Construction-Related Services Consultant Cost Summary I. Direct Labor Cost Category Hours Rate/Hour Amount Senior Professional 116 $103.50 $12,006.00 Project Professional 216 $80.70 $17,431.20 Staff Professional 168 $58.30 $9,794.40 Professional 228 $40.45 $9,222.60 CADD Operator II 224 $39.90 $8,937.60 CADD Operator I 0 $24.80 $0.00 Senior Technician 1418 $46.85 $66,433.30 Technician 0 $28.70 $0.00 Project Support 132 $44.80 $5,913.60 $129,738.70 2502 II. Payroll Burden and Overhead Costs 119.05% $154,453.92 III. Direct Project Expenses Category Units Rate/Unit Amount Mileage 10000 0.725 7,250.00 Air Fare 0 700.00 0.00 Per Diem 0 60.00 0.00 Lodging 0 110.00 0.00 Rental Car 0 70.00 0.00 B/W Copies 5,000 0.06 300.00 Color Copies 3,000 0.22 660.00 Plan Copier 100 0.50 50.00 EDM Equipment 80 15.00 1,200.00 GPS Equipment 4 15.00 60.00 Miscellaneous, Other 1 1000.00 1,000.00 $10,520.00 IV. AECOM Estimated Actual Costs $294,712.62 Rounded $294,700.00 V. Subcontract Expense Braun Intertec - Testing Services $48,500.00 VI. Estimated Actual Costs $343,200.00 VII. Fixed Fee (15% of Items I & II) Rounded $42,600.00 VIII. Maximum Amount Payable $385,800.00 Exhibit B Item Description Senior Project Staff CADD CADD Senior Project No.Prof Prof Prof Prof Operator II Operator I Technician Technician Support Totals1 Assemble Construction Documents4 4 82Issued for Construction Project Documents 8 8 8 243 Pre-Construction Conference4 8124 Construction Surveying 8 40 485 Shop Drawings and Submittals 8 16 24 40 886 Construction Observation Plan 8 24 327 Construction Assistance 40 40 24 1048 Pay Applications and Reimbursement Forms 24 249 Labor and Payroll Reports 8 24 32 10 Testing of Materials 24 24 48 11 Engineer Site Visits 16 40 40 96 12 Change Orders 4 8 4 16 13 Pre-Paving Conference8 8 824 14 Construction Observation 1260 1260 15 Weekly Construction Meetings 16 24 40 80 16 Weekly Construction Reports 18 18 17 Non-Compliance Reporting 8 16 24 18 Contractor Modifications 8 8 16 19 Project Files 24 24 20 Daily Reports 24 24 21 Punch List 8 24 16 48 22 Final Review 8 40 16 64 23 Project Closeout 4 40 40 120 204 24 Record Drawings 24 60 84 25 Construction Administration 40 60 100 Total Design Services 116 216 168 228 224 0 1418 0 132 2502 FAA AIP 3-19-0094-060 Construction-Related Services Staff Hour Estimate REHABILITATE RUNWAY 18/36 OUTSIDE OF RUNWAY 12/30 RUNWAY SAFETY AREA Waterloo Regional Airport Waterloo, Iowa Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 1 FAA Airports Contract Provision Guidelines for Obligated Sponsors and Airport Improvement Program Projects (Issued on December 29, 2025) Contents Purpose of this Document ......................................................................................................... 4 Sponsor Actions ......................................................................................................................... 4 Typical Procurement Steps ........................................................................................................ 5 Applicability Matrix for Contract Provisions.............................................................................. 6 A1 ACCESS TO RECORDS AND REPORTS ......................................................................................... 9 A2 BREACH OF CONTRACT TERMS ............................................................................................... 10 A3 BUY AMERICAN PREFERENCE .................................................................................................. 11 A4 CIVIL RIGHTS - GENERAL .......................................................................................................... 22 A5 CIVIL RIGHTS – TITLE VI ASSURANCE ....................................................................................... 24 A6 CLEAN AIR AND WATER POLLUTION CONTROL ...................................................................... 30 A7 CONTRACT WORKHOURS AND SAFETY STANDARDS ACT REQUIREMENTS ............................ 31 A8 COPELAND “ANTI-KICKBACK” ACT ........................................................................................... 33 A9 DAVIS-BACON REQUIREMENTS ............................................................................................... 35 A10 DEBARMENT AND SUSPENSION .............................................................................................. 42 A11 DISADVANTAGED BUSINESS ENTERPRISE .............................................................................. 44 A12 DISTRACTED DRIVING .............................................................................................................. 49 A13 PROHIBITION ON CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE SERVICES OR EQUIPMENT ............................................................................................................................. 50 A14 DRUG FREE WORKPLACE REQUIREMENTS .............................................................................. 51 Exhibit C Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 2 A15 FEDERAL FAIR LABOR STANDARDS ACT (FEDERAL MINIMUM WAGE) ................................... 52 A16 LOBBYING AND INFLUENCING FEDERAL EMPLOYEES ............................................................. 53 A17 OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 ............................................................... 55 A18 PROCUREMENT OF RECOVERED MATERIALS .......................................................................... 56 A19 RIGHT TO INVENTIONS ............................................................................................................ 58 A20 SEISMIC SAFETY ....................................................................................................................... 59 A21 TAX DELINQUENCY AND FELONY CONVICTIONS ..................................................................... 61 A22 TERMINATION OF CONTRACT ................................................................................................. 64 A23 TRADE RESTRICTION CERTIFICATION ...................................................................................... 71 A24 VETERAN’S PREFERENCE ......................................................................................................... 73 A25 DOMESTIC PREFERENCES FOR PROCUREMENTS .................................................................... 74 A26 PROHIBITION OF COVERED UNMANNED AIRCRAFT SYSTEMS (UAS)…………………………………..75 Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 3 C URRENT C HANGES Item Changes Editorial updates made to the May 24, 2023 version (effective December 29, 2025) Updates were made mainly to address: -2024 FAA Reauthorization Act provisions -2 CFR Part 200 – Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards -Recently issued Executive Orders, some of which rescinded prior Executive Orders Provisions removed are: -A2: Affirmative Action Requirement -A16: Equal Employment Opportunity (EEO) -A19: Prohibition of Segregated Facilities Title VI section updated DBE section updated Buy American Preference section updated Provision added (A26): Prohibition of Covered Unmanned Aircraft Systems (UAS) Editorial update made to the January 23, 2023 version (effective May 24, 2023) The link on page 35 was updated to reflect changes to the Department of Labor website. Editorial updates made to the November 17, 2022 version (effective January 23, 2023) Pages 7, 16, 19, 20, 25, and 42 of Appendix A were edited to correct grammatical mistakes, update internal document links, and correct the name of the Title VI List of Pertinent Nondiscrimination Acts and Authorities. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 4 C ONTRACT G UIDANCE Purpose of this Document The purpose of this document is to establish a convenient resource for Sponsors that consolidates Federal contract provisions and clauses into one document that includes an applicability matrix. This document itself does not create, revise or delete requirements for participation in the Airport Improvement Program (AIP) and Infrastructure Investment and Jobs Act (IIJA) grant programs. The source of requirements addressed within this document are identified within the section for each individual clause. While this document is intended to assist Sponsors with their compliance efforts, it does not alter or modify the terms of any applicable statute or regulation, is not a substitute for reading the regulation and the applicability matrix, and each corresponding document section, nor does it constitute legal advice. Federal laws and regulations require that a Sponsor (a recipient of federal assistance) include specific clauses in certain contracts, solicitations, or specifications regardless of whether or not the project is federally funded. For purposes of remaining compliant with its obligations, a Sponsor must incorporate applicable contract provisions in all its procurements and contract documents. Unless otherwise stated, these provisions flow down to subcontracts and sub-tier agreements. Terminology: i.The term “Sponsor” is used in this document to mean either an obligated Sponsor on a project that is not federally funded, or a Sponsor on an AIP funded project. A Sponsor is a “recipient” of federal assistance when receiving AIP or other FAA grant funds. ii.The term “Owner” of a public use airport is generally used in the solicitation or contract clauses because of its common use in public contracts. An Owner becomes an obligated Sponsor upon acceptance of the AIP grant assurances associated with current or prior AIP grant funded projects. iii.For purposes of determining requirements for contract provisions, the term “contract” includes professional services, and subcontracts and supplier contracts such as purchase orders. iv.The term “contractor” is understood to mean a contractor, subcontractor, or consultant; and means one who participates, through a contract or subcontract (at any tier). v.The term “bid” is understood to mean a bid, an offer, or a proposal. vi.The term “applicant” means a bidder, offeror, or proposer for a contract. Sponsor Actions In general, Sponsor’s actions consistent with obligations: Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 5 Include in its procurements the provisions that are applicable to its project. Not incorporate the entire contract provisions guidelines in its solicitation or contract documents, whether by reference or by inclusion in whole. Incorporation of this entire guidance document creates potential for ambiguous interpretation and may lead to improper application that unnecessarily increases price. A Sponsor that fails to properly incorporate applicable contract clauses may place themselves at risk for audit findings or denial of Federal funding. Incorporate applicable contract provisions using mandatory language as required. The subheading entitled Applicability advises whether a particular clause or provision has mandatory language that a Sponsor must use. i.Mandatory Language – Whenever a clause or provision has mandatory text, the Sponsor must incorporate the text of the provision without change, except where specific adaptive input is necessary (e.g., such as the Sponsor’s name). ii.No Mandatory Language – For provisions without mandatory language, this guidance provides model language acceptable to the FAA. Some Sponsors may have standard procurement language that is equivalent to those federal provisions. In these cases, Sponsors may use their existing standard procurement provision language provided the text meets the intent and purpose of the Federal law or regulation. d)Require the contractor (including all subcontractors) to insert these contract provisions in each lower tier contract (e.g., subcontract or sub-agreement). e)Require the contractor (including all subcontractors) to incorporate the requirements of these contract provisions by reference for work done under any purchase orders, rental agreements, and other agreements for supplies or services. f)Require that the prime contractor be responsible for compliance with these contract provisions by any subcontractor, lower-tier subcontractor, or service provider. g)Verify that any required local or State provision does not conflict with or alter a Federal law or regulation. Typical Procurement Steps The typical procurement steps in a project are: Solicitation, Request for Bids, or Request for Proposals – This step is also called the Advertisement or Notice to Bidders. Bidding or Accepting Proposals – In this stage, the bidders receive a complete set of the procurement documents, also known as the project manual. The project manual will typically include a copy of the solicitation, instructions-to-bidders, bid forms, certifications and representations, general provisions, contract conditions, copy of contract, project drawings, technical specifications, and related project documents. Bid/Proposal Evaluation – Period when Sponsor tabulates, reviews, and evaluates all proposals for bid responsiveness and bidder responsibility. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 6 Award – Point when the Sponsor formally awards the contract to the successful bidder. Execution of Contract – Point at which the Sponsor formally enters into a legally binding agreement with bidder to perform services or provide goods. Applicability Matrix for Contract Provisions Table 1 Matrix summarizes the applicability of contract provisions based upon the type of contract or agreement. The dollar threshold represents the value at which, when equal to or exceeded, the Sponsor must incorporate the provision in the contract or agreement. Supplemental information addressing applicability and use for each provision is located in Appendix A. Appendix A and the Matrix include notes indicating when the Sponsor may incorporate references in the solicitation in lieu of including the entire text. Sponsors are responsible for reviewing both the Matrix and each corresponding section to determine applicability of specific contract provisions. Meaning of cell values in table below: •Info –Sponsor has discretion on whether to include clause in its contracts. •Limited – Provision with limited applicability depending on circumstances of the procurement. •n/a – Provision that is not applicable for that procurement type. •NIS – Provision that does not need to be included or referenced in the solicitation document •REF – Provision to be incorporated into the solicitation by reference. •REQD – Provision the Sponsor must incorporate into procurement documents. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 7 Table 1 – Applicability of Provisions Provisions/Clauses Dollar Threshold Solicitation Professional Services Construction Equipment Property (Land) Non-AIP Contracts Access to Records and Reports $ 0 NIS REQD REQD REQD REQD n/a Breach of Contract $350,000 NIS REQD REQD REQD REQD n/a Buy American Preferences $ 0 REF Limited REQD REQD Limited n/a (1) Buy American Statement $ 0 NIS Limited REQD REQD Limited n/a (2) Construction $ 0 NIS Limited REQD REQD Limited n/a (3) Equipment/Building Projects $ 0 NIS Limited REQD REQD Limited n/a Civil Rights – General $ 0 NIS REQD REQD REQD REQD REQD Civil Rights - Title VI Assurances $ 0 REF REQD REQD REQD REQD REQD (1) Notice - Solicitation $ 0 REQD REQD REQD REQD REQD REQD (2) Clause - Contracts $ 0 NIS REQD REQD REQD REQD REQD (6) List – Pertinent Authorities $0 NIS REQD REQD REQD REQD REQD Clean Air/Water Pollution Control $150,000 NIS REQD REQD REQD REQD n/a Contract Work Hours and Safety Standards $100,000 NIS Limited REQD Limited Limited n/a Copeland Anti-Kickback $ 2,000 NIS Limited REQD Limited Limited n/a Davis Bacon Requirements $ 2,000 REF Limited REQD Limited Limited n/a Debarment and Suspension $25,000 REF REQD REQD REQD Limited n/a Disadvantaged Business Enterprise $0 1 REQD REQD REQD REQD REQD n/a Distracted Driving $15,000 NIS REQD REQD REQD REQD n/a Domestic Preferences for Procurements $0 NIS REQD REQD REQD REQD Info Federal Fair Labor Standards Act $ 0 REQD REQD REQD REQD REQD Info Foreign Trade Restriction $ 0 REQD REQD REQD REQD REQD n/a Lobbying Federal Employees $ 100,000 REF REQD REQD REQD REQD n/a Occupational Safety and Health Act $ 0 NIS REQD REQD REQD REQD Info Prohibition on Certain Telecommunications and Video Surveillance Services or Equipment $0 NIS REQD REQD REQD REQD Info Prohibition of Covered Unmanned Aircraft Systems (UAS) $0 REQD REQD REQD REQD REQD n/a Recovered Materials $10,000 REF Limited REQD REQD Limited n/a Right to Inventions $ 0 NIS Limited Limited Limited n/a n/a Seismic Safety $ 0 NIS Limited Limited Limited n/a n/a Tax Delinquency and Felony Conviction $ 0 NIS REQD REQD REQD REQD n/a Termination of Contract $10,000 NIS REQD REQD REQD REQD n/a Veteran’s Preference $ 0 NIS REQD REQD REQD REQD n/a Airport Concessions Notes: 1. Language relative to solicitation for airport concessions does not need to be included in AIP funded solicitations, since in no case are concessions activities funded with federal funds. 1 Under 49 CFR §§ 26.13(b) and 26.21, any sponsor with more than $250,000 in total contracting opportunities in 1 year must incorporate required language in each contract, regardless of the particular contract’s dollar value. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 8 2. Sponsors must include the appropriate Civil Rights – Title VI language in their solicitation notices when they seek proposals for concessions, and in the resulting contracts. 3. For concessions agreements, use the column for Non-AIP contracts. See 49 CFR Part 23 for definitions, requirements, and clauses related to concessions and the Airport Concessions Disadvantaged Business Enterprise (ACDBE) program. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 9 A PPENDIX A – CONTRACT PROVISIONS A1 ACCESS TO RECORDS AND REPORTS A1.1 SOURCE 2 CFR § 200.334 2 CFR § 200.337 FAA Order 5100.38 A1.2 APPLICABILITY 2 CFR § 200.334 requires a Sponsor to retain records pertinent to a Federal award for a period of three years from submission of final closure documents. 2 CFR § 200.337 establishes that Sponsors must provide Federal entities the right to access records pertinent to the Federal award. FAA policy applies these requirements to the Sponsor’s contracts and subcontracts of AIP funded projects. Contract Types – The Sponsor must include this provision in all contracts and subcontracts of AIP funded projects. Use of Provision – No mandatory language provided. The following language is acceptable to the FAA with meeting the intent of this requirement. If the Sponsor prefers to use different language, the Sponsor’s language must fully satisfy the requirements of 2 CFR §§ 200.334 and 200.337. A1.3 MODEL CONTRACT CLAUSE ACCESS TO RECORDS AND REPORTS The Contractor must maintain an acceptable cost accounting system. The Contractor agrees to provide the Owner, the Federal Aviation Administration and the Comptroller General of the United States or any of their duly authorized representatives access to any books, documents, papers and records of the Contractor which are directly pertinent to the specific contract for the purpose of making audit, examination, excerpts and transcriptions. The Contractor agrees to maintain all books, records and reports required under this contract for a period of not less than three years after final payment is made and all pending matters are closed. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 10 A2 BREACH OF CONTRACT TERMS A2.1 SOURCE 2 CFR Part 200, Appendix II(A) A2.2 APPLICABILITY This provision requires Sponsors to incorporate administrative, contractual or legal remedies in the event that a contractor violates or breaches contract terms. The Sponsor must also include appropriate sanctions and penalties. Contract Types – This provision is required for all contracts that exceed the simplified acquisition threshold as stated in 2 CFR Part 200, Appendix II (A). This threshold is occasionally adjusted for inflation and is $350,000. Use of Provision – No mandatory language provided. The following language is acceptable to the FAA as meeting the intent of this requirement. If the Sponsor uses different language, the Sponsor’s language must fully satisfy the requirements of 2 CFR Part 200. Select either “contractor” or “consultant” as applicable. A2.3 MODEL CONTRACT CLAUSE BREACH OF CONTRACT TERMS Any violation or breach of terms of this contract on the part of the [Contractor | Consultant] or its subcontractors may result in the suspension or termination of this contract or such other action that may be necessary to enforce the rights of the parties of this agreement. Owner will provide [Contractor | Consultant] written notice that describes the nature of the breach and corrective actions the [Contractor | Consultant] must undertake in order to avoid termination of the contract. Owner reserves the right to withhold payments to Contractor until such time the Contractor corrects the breach or the Owner elects to terminate the contract. The Owner’s notice will identify a specific date by which the [Contractor | Consultant] must correct the breach. Owner may proceed with termination of the contract if the [Contractor | Consultant] fails to correct the breach by the deadline indicated in the Owner’s notice. The duties and obligations imposed by the Contract Documents and the rights and remedies available thereunder are in addition to, and not a limitation of, any duties, obligations, rights and remedies otherwise imposed or available by law. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 11 A3 BUY AMERICAN PREFERENCE A3.1 SOURCE Title 49 U.S.C. § 50101 Executive Order 14005, Ensuring the Future is Made in All of America by All of America’s Workers Infrastructure Investment and Jobs Act (IIJA) (P.L. No. 117-58), Build America, Buy America (BABA) A3.2 APPLICABILITY The Buy American Preference incorporates statutory requirements and policies outlined in the in 49 U.S.C. § 50101, Executive Order 14005, and BABA. Section 50101 of 49 U.S.C. requires that all steel and manufactured goods used on AIP projects be produced in the United States. This section also gives the FAA the ability to issue a waiver to a Sponsor to use non-domestic material on an AIP funded project subject to meeting certain conditions. A Sponsor may request that the FAA issue a waiver from the Buy American Preference requirements if the FAA finds that: 1) Applying the provision is not in the public interest. 2) The steel or manufactured goods are not available in sufficient quantity or quality in the United States. 3) The cost of components and subcomponents produced in the United States is more than 60 percent of the total components of a facility or equipment procured, and final assembly has taken place in the United States. Items that have an FAA standard specification item number (such as specific airport lighting equipment) are considered the equipment. 4) Applying this provision would increase the cost of the overall project by more than 25 percent. Executive Order 14005 advances the Administration’s priority to use terms and conditions of Federal financial assistance awards to maximize the use of goods, products, and materials produced in, and services offered in, the United States. The Order directs, to the extent appropriate and consistent with applicable law, agencies shall partner with the Hollings Manufacturing Extension Partnership (MEP) to conduct supplier scouting in order to identify American companies that are able to produce goods, products, and materials in the United States that meet Federal procurement needs, prior to consideration of using non-domestic products. The Infrastructure Investment and Jobs Act (IIJA), Build America, Buy America (BABA) Act strengthens Made in America Laws and bolsters America’s industrial base, protects national security, and supports high-paying jobs. Under BABA, iron, steel and certain construction materials are required to be 100% produced in the United States. Under the Infrastructure Investment and Jobs Act (IIJA) (P. L. No. 117-58), BABA three waivers are available for iron and steel, manufactured products, and construction materials when a Federal agency finds that – Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 12 1) Applying the domestic content procurement preference would be inconsistent with the public interest (a “public interest waiver”); 2) Types of iron, steel, manufactured products, or construction materials are not produced in the United States in sufficient and reasonably available quantities or of a satisfactory quality (a “nonavailability waiver”); or 3) The inclusion of iron, steel, manufactured products, or construction materials produced in the United States will increase the cost of the overall project by more than 25 percent (an “unreasonable cost waiver”). BABA defines construction materials, items that are or consists primarily of non-ferrous metals, plastic and polymer-based products (including polyvinylchloride, composite building materials, and polymers used in fiber optic cables), glass (including optic glass), lumber or drywall. Items that consist of two or more of the aforementioned materials that have been combined through a manufacturing process, and items that include at least one of the listed materials combined with a material that is not listed through a manufacturing process should be treated as manufactured products, rather than as construction materials. For example, a plastic framed sliding window should be treated as a manufactured product while plate glass should be treated as a construction material. The Buy America Preference requirements flow down from the Sponsor to first tier contractors, who are responsible for ensuring that lower tier contractors and subcontractors are also in compliance. Note: The Buy American Preference does not apply to temporary equipment a contractor uses as a tool of its trade, and which does not remain as part of the project. Note: Section 768 of the FAA Reauthorization Act of 2024 (Public Law 118-63), which became effective on May 16, 2024, establishes specific requirements for the procurement of certain rolling stock using FAA grant funds. The provision prohibits airports from using Federal financial assistance to procure buses or rail car vehicles rolling stock from covered entities. Required Documentation The FAA Buy American Requests. All applications (requests) for an FAA Buy American Preference Waiver includes, at minimum, a completed Content Percentage Worksheet and Final Assembly Questionnaire. Additional information may be requested from the applicant by the FAA. Airport Sponsors, consultants, construction contractors, or equipment manufacturers are responsible for completing and submitting waiver applications. The FAA is unable to make a determination on waiver requests with incomplete information. Sponsors must confirm with the bidder or offeror to assess the adequacy of the waiver request and associated information prior to forwarding a waiver request to the FAA for action. All FAA waivers forms are available from the FAA Buy American Requirements webpage. Proprietary Confidentiality. Exemption 4 of the Freedom of Information Act protects "trade secrets and commercial or financial information obtained from a person [that is] privileged or confidential. Proprietary manufacturing and design information submitted to the Federal Aviation Administration for the purposes of receiving a Buy American Waiver shall not be disclosed outside the FAA. The FAA will provide a written notification to the Airport Sponsor, manufacturer(s), contractor(s) or supplier(s) when a waiver determination is complete. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 13 Timing of Waiver Requests. Sponsors desiring a Type 2 waiver should submit their waiver request, with justification, before issuing a solicitation for bids or a request for proposal for a project. The Sponsor must submit a Type 2, Type 3, or Type 4 waiver request prior to executing the contract. The FAA will generally not consider waiver requests after execution of the contract except where extraordinary and extenuating circumstances exist. The Buy American Notice of Determination (NOD) Process. The FAA Reauthorization Act of 2024 requires that all approved waivers must be posted to the FAA’s website and remain posted for public comment for 10 days, before becoming effective. All FAA waivers must complete the NOD process. Sponsors are encouraged to wait until approved waivers become effective before executing AIP projects. Buy American Conformance Lists. The FAA Office of Airports maintains listings of projects and products that have received a waiver from the Buy American Preference requirements for project specific and nationwide use. Each of these conformance lists is available online at www.faa.gov/airports/aip/buy_american/. Products listed on the FAA Nationwide Buy American Conformance list do not require additional submittal of domestic content information. Nationwide waivers expire five years from the date issued, unless revoked earlier by the FAA. Facility Waiver Requests. For construction of a facility, the Sponsor may submit the waiver request after bid opening, but prior to contract execution. Examples of facility construction include terminal buildings, terminal renovation, and snow removal equipment buildings. Contract Types – Construction and Equipment – The Sponsor must meet the Buy American Preference requirements of 49 USC § 50101 and BABA for all AIP funded projects that require materials that are or consists primarily of iron, steel or manufactured goods and construction materials. Professional Services – Professional service agreements (PSAs) do not normally result in a deliverable that meets the definition of a manufactured product. However, the emergence of various project delivery methods has created situations where task deliverables under a PSA may include a manufactured product. If a PSA includes providing a manufactured good as a deliverable under the contract, the Sponsor must include the Buy American Preference provision in the agreement. Property – Most land transactions do not involve acquiring a manufactured product. However, under certain circumstances, a property acquisition project could result in the installation of a manufactured product. For example, the installation of property fencing, gates, doors and locks, etc. represent manufactured products acquired under an AIP funded land project that must comply with Buy American Preferences. Use of Provisions – No mandatory language provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor’s revised language must fully comply with 49 U.S.C. § 50101 and BABA. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 14 There are two types of FAA Buy American certifications. The Sponsor must incorporate the appropriate certifications of compliance with FAA Buy American Preference in the solicitation: • Construction Projects involving the replacement, rehabilitation, reconstruction of airfield surfaces such as on runways, taxiways, taxilanes, aprons, roadways, parking lots, etc. – Insert the Certificate of compliance to FAA Buy American Preference based on Construction Projects. • Equipment and Buildings Projects involving and including the acquisition of equipment such as snow removal equipment, navigational aids, wind cones, and the construction of buildings such as hangars, terminal development, lighting vaults, aircraft rescue & firefighting buildings, etc. - Insert the Certificate of Compliance with FAA Buy American Preference Based on Equipment/Building Projects. A3.3 MODEL SOLICITATION CLAUSES A3.3.1 Certification of Compliance with FAA Buy American Preference Statement FAA BUY AMERICAN PREFERENCE The Contractor certifies that its bid/offer is in compliance with 49 U.S.C. § 50101, BABA and other related Made in America Laws,2 U.S. statutes, guidance, and FAA policies, which provide that Federal funds may not be obligated unless all iron, steel and manufactured goods used in AIP funded projects are produced in the United States, unless the Federal Aviation Administration has issued a waiver for the product; the product is listed as an Excepted Article, Material Or Supply in Federal Acquisition Regulation subpart 25.108; or is included in the FAA Nationwide Buy American Waivers Issued list. The bidder or offeror must complete and submit the certification of compliance with FAA’s Buy American Preference, BABA and Made in America laws included herein with their bid or offer. The Airport Sponsor/Owner will reject as nonresponsive any bid or offer that does not include a completed certification of compliance with FAA’s Buy American Preference and BABA. The bidder or offeror certifies that all constructions materials, defined to mean an article, material, or supply other than an item of primarily iron or steel; a manufactured product; cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives that are or consist primarily of: non-ferrous metals; plastic and polymer-based products (including polyvinylchloride, composite building materials, and polymers used in fiber optic cables); glass (including optic glass); lumber; or drywall used in the project are manufactured in the U.S. 2 Per Executive Order 14005 “Made in America Laws” means all statutes, regulations, rules, and Executive Orders relating to federal financial assistance awards or federal procurement, including those that refer to “Buy America” or “Buy American,” that require, or provide a preference for, the purchase or acquisition of goods, products, or materials produced in the United States, including iron, steel, and manufactured products offered in the United States. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 15 The bidder or offeror certifies procurement of certain rolling stock using FAA grant funds will prohibit airports from using Federal financial assistance to procure buses or rail car vehicle rolling stock from covered entities. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 16 A3.3.2 Certification of Compliance with FAA Buy American Preference – Construction Projects As a matter of bid responsiveness, the bidder or offeror must complete, sign, date, and submit this certification statement with its proposal. The bidder or offeror must indicate how it intends to comply with 49 U.S.C. § 50101, BABA and other related Made in America Laws, U.S. statutes, guidance, and FAA policies, by selecting one of the following certification statements. These statements are mutually exclusive. Bidder must select one or the other (i.e., not both) by inserting a checkmark (ü) or the letter “X”. Bidder or offeror hereby certifies that it will comply with 49 U.S.C. § 50101, BABA and other related U.S. statutes, guidance, and policies of the FAA by: a) Only installing iron, steel and manufactured products produced in the United States; b) Only installing construction materials defined as: an article, material, or supply – other than an item of primarily iron or steel; a manufactured product; cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives that are or consist primarily of non-ferrous metals; plastic and polymer-based products (including polyvinylchloride, composite building materials, and polymers used in fiber optic cables); glass (including optic glass); lumber or drywall that have been manufactured in the United States. c) Installing manufactured products for which the Federal Aviation Administration (FAA) has issued a waiver as indicated by inclusion on the current FAA Nationwide Buy American Waivers Issued listing; or d) Installing products listed as an Excepted Article, Material or Supply in Federal Acquisition Regulation Subpart 25.108. By selecting this certification statement, the bidder or offeror agrees: a) To provide to the Airport Sponsor or the FAA evidence that documents the source and origin of the iron, steel, and/or manufactured product. b) To faithfully comply with providing U.S. domestic products. c) To refrain from seeking a waiver request after establishment of the contract, unless extenuating circumstances emerge that the FAA determines justified. d) Certify that all construction materials used in the project are manufactured in the U.S. The bidder or offeror hereby certifies it cannot comply with the 100 percent Buy American Preferences of 49 U.S.C. § 50101(a) but may qualify for a Type 3 or Type 4 waiver under 49 USC § 50101(b). By selecting this certification statement, the apparent bidder or offeror with the apparent low bid agrees: a) To the submit to the Airport Sponsor or FAA within 15 calendar days of being selected as the responsive bidder, a formal waiver request and required documentation that supports the type of waiver being requested. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 17 b) That failure to submit the required documentation within the specified timeframe is cause for a non-responsive determination that may result in rejection of the proposal. c) To faithfully comply with providing U.S. domestic products at or above the approved U.S. domestic content percentage as approved by the FAA. d) To furnish U.S. domestic product for any waiver request that the FAA rejects. e) To refrain from seeking a waiver request after establishment of the contract, unless extenuating circumstances emerge that the FAA determines justified. Required Documentation Type 2 Waiver (Nonavailability) - The iron, steel, manufactured goods or construction materials or manufactured goods are not available in sufficient quantity or quality in the United States. The required documentation for the Nonavailability waiver is a) Completed Content Percentage Worksheet and Final Assembly Questionnaire b) Record of thorough market research, consideration where appropriate of qualifying alternate items, products, or materials including; c) A description of the market research activities and methods used to identify domestically manufactured items capable of satisfying the requirement, including the timing of the research and conclusions reached on the availability of sources. Type 3 Waiver – The cost of components and subcomponents produced in the United States is more than 60 percent of the cost of all components and subcomponents of the “facility/project.” The required documentation for a Type 3 waiver is: a) Completed Content Percentage Worksheet and Final Assembly Questionnaire including; b) Listing of all manufactured products that are not comprised of 100 percent U.S. domestic content (excludes products listed on the FAA Nationwide Buy American Waivers Issued listing and products excluded by Federal Acquisition Regulation Subpart 25.108; products of unknown origin must be considered as non-domestic products in their entirety). c) Cost of non-domestic components and subcomponents, excluding labor costs associated with final assembly and installation at project location. d) Percentage of non-domestic component and subcomponent cost as compared to total “facility” component and subcomponent costs, excluding labor costs associated with final assembly and installation at project location. Type 4 Waiver (Unreasonable Costs) - Applying this provision for iron, steel, manufactured goods or construction materials would increase the cost of the overall project by more than 25 percent. The required documentation for this waiver is: a) A completed Content Percentage Worksheet and Final Assembly Questionnaire from b) At minimum two comparable equal bids and/or offers; c) Receipt or record that demonstrates that supplier scouting called for in Executive Order 14005, indicates that no domestic source exists for the project and/or component; d) Completed waiver applications for each comparable bid and/or offer. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 18 False Statements: Per 49 USC § 47126, this certification concerns a matter within the jurisdiction of the Federal Aviation Administration and the making of a false, fictitious, or fraudulent certification may render the maker subject to prosecution under Title 18, United States Code. Date Signature Company Name Title Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 19 A3.3.3 Certification of Compliance with FAA Buy American Preference – Equipment/Building Projects As a matter of bid responsiveness, the bidder or offeror must complete, sign, date, and submit this certification statement with their proposal. The bidder or offeror must indicate how they intend to comply with 49 U.S.C. § 50101, and other Made in America Laws, U.S. statutes, guidance, and FAA policies by selecting one on the following certification statements. These statements are mutually exclusive. Bidder must select one or the other (not both) by inserting a checkmark (ü) or the letter “X”. Bidder or offeror hereby certifies that it will comply with 49 U.S.C. § 50101, BABA and other related U.S. statutes, guidance, and policies of the FAA by: a) Only installing steel and manufactured products produced in the United States; b) Only installing construction materials defined as: an article, material, or supply – other than an item of primarily iron or steel; a manufactured product; cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives that are or consist primarily of non-ferrous metals; plastic and polymer-based products (including polyvinylchloride, composite building materials, and polymers used in fiber optic cables); glass (including optic glass); lumber or drywall that have been manufactured in the United States. c) Installing manufactured products for which the Federal Aviation Administration (FAA) has issued a waiver as indicated by inclusion on the current FAA Nationwide Buy American Waivers Issued listing; or d) Installing products listed as an Excepted Article, Material or Supply in Federal Acquisition Regulation Subpart 25.108. By selecting this certification statement, the bidder or offeror agrees: a) To provide to the Airport Sponsor or FAA evidence that documents the source and origin of the steel and manufactured product. b) To faithfully comply with providing U.S. domestic product. c) To furnish U.S. domestic product for any waiver request that the FAA rejects. d) To refrain from seeking a waiver request after establishment of the contract, unless extenuating circumstances emerge that the FAA determines justified. The bidder or offeror hereby certifies it cannot comply with the 100 percent Buy American Preferences of 49 U.S.C. § 50101(a) but may qualify for a Type 3 waiver under 49 U.S.C. § 50101(b). By selecting this certification statement, the apparent bidder or offeror with the apparent low bid agrees: a) To submit to the Airport Sponsor or FAA within 15 calendar days of being selected as the responsive bidder, a formal waiver request and required documentation that supports the type of waiver being requested. b) That failure to submit the required documentation within the specified timeframe is cause for a non-responsive determination that may result in rejection of the proposal. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 20 c) To faithfully comply with providing U.S. domestic products at or above the approved U.S. domestic content percentage as approved by the FAA. d) To refrain from seeking a waiver request after establishment of the contract, unless extenuating circumstances emerge that the FAA determines justified. Required Documentation Type 2 Waiver (Nonavailability) - The iron, steel, manufactured goods or construction materials are not available in sufficient quantity or quality in the United States. The required documentation for the Nonavailability waiver is: a) Completed Content Percentage Worksheet and Final Assembly Questionnaire b) Record of thorough market research, consideration where appropriate of qualifying alternate items, products, or materials including; c) A description of the market research activities and methods used to identify domestically manufactured items capable of satisfying the requirement, including the timing of the research and conclusions reached on the availability of sources. Type 3 Waiver – The cost of the item components and subcomponents produced in the United States is more that 60 percent of the cost of all components and subcomponents of the “item”. The required documentation for a Type 3 waiver is: a) Completed Content Percentage Worksheet and Final Assembly Questionnaire including; b) Listing of all product components and subcomponents that are not comprised of 100 percent U.S. domestic content (Excludes products listed on the FAA Nationwide Buy American Waivers Issued listing and products excluded by Federal Acquisition Regulation Subpart 25.108 (products of unknown origin must be considered as non- domestic products in their entirety). c) Cost of non-domestic components and subcomponents, excluding labor costs associated with final assembly at place of manufacture. d) Percentage of non-domestic component and subcomponent cost as compared to total “item” component and subcomponent costs, excluding labor costs associated with final assembly at place of manufacture. Type 4 Waiver (Unreasonable Costs) - Applying this provision for iron, steel, manufactured goods or construction materials, would increase the cost of the overall project by more than 25 percent. The required documentation for this waiver is: a) Completed Content Percentage Worksheet and Final Assembly Questionnaire from b) At minimum two comparable equal bidders and/or offerors; c) Receipt or record that demonstrates that supplier scouting called for in Executive Order 14005, indicates that no domestic source exists for the project and/or component; d) Completed waiver applications for each comparable bid and/or offer. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 21 False Statements: Per 49 U.S.C. § 47126, this certification concerns a matter within the jurisdiction of the Federal Aviation Administration and the making of a false, fictitious, or fraudulent certification may render the maker subject to prosecution under Title 18, United States Code. Date Signature Company Name Title Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 22 A4 CIVIL RIGHTS - GENERAL A4.1 SOURCE 49 U.S.C. § 47123 A4.2 APPLICABILITY There are two separate civil rights provisions that apply to projects: 1. FAA General Civil Rights Provision and, 2. Title VI provisions, which are addressed in Appendix A6. Contract Types – The General Civil Rights Provisions found in 49 U.S.C. § 47123, derived from the Airport and Airway Improvement Act of 1982, Section 520, apply to all Sponsor contracts regardless of funding source. Use of Provision – MANDATORY TEXT. Each contract must include two civil rights provisions. The first general clause must be included in all contracts, lease agreements, or transfer agreements. An additional specific provision must be included; the applicable text is based on whether the contract is a general contract or whether the contract is a lease or transfer agreement. The Sponsor must incorporate the text of the General Clause and the appropriate Specific Clause without modification into the contract, lease, or transfer agreement. The required clauses for each type of contact are summarized in the table below: Contract Clause The Sponsor must include the contract clause in: Clause Text is Included in Paragraph General Clause that is used for all contracts, lease agreements and transfer agreements Every contract or agreement regardless of funding source. A4.3.1 Specific Clause that is used for general contract agreements This applies to all contracts that do not involve property agreements. It applies to all contracts not covered by A5.3.3 regardless of funding source. A4.3.2 Specific Clause that is used for lease agreements and transfer agreements This applies to all property agreements such leases of concession space in a terminal and leases where a physical portion of the airport is transferred for use. It applies to all contracts not covered by A5.3.2 regardless of funding source. A4.3.3 Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 23 A4.3 MANDATORY CONTRACT CLAUSES A4.3.1 General Clause that is used for Contracts, Lease Agreements, and Transfer Agreements GENERAL CIVIL RIGHTS PROVISIONS In all its activities within the scope of its airport program, the Contractor agrees to comply with pertinent statutes, Executive Orders, and such rules as identified in Title VI List of Pertinent Nondiscrimination Acts and Authorities to ensure that no person shall, on the grounds of race, color, national origin, creed, sex, age, or disability be excluded from participating in any activity conducted with or benefiting from Federal assistance. This provision is in addition to that required by Title VI of the Civil Rights Act of 1964. A4.3.2 Specific Clause that is used for General Contract Agreements The above provision binds the Contractor and subcontractors from the bid solicitation period through the completion of the contract. A4.3.3 Specific Clause that is used for Lease Agreements or Transfer Agreements If the Contractor transfers its obligation to another, the transferee is obligated in the same manner as the Contractor. The above provision obligates the Contractor for the period during which the property is owned, used or possessed by the Contractor and the airport remains obligated to the Federal Aviation Administration. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 24 A5 CIVIL RIGHTS – TITLE VI ASSURANCE A5.1 SOURCE 49 U.S.C. § 47123 FAA Order 1400.11 A5.2 APPLICABILITY Title VI of the Civil Rights Act of 1964, as amended, (Title VI) prohibits discrimination on the grounds of race, color, or national origin under any program or activity receiving Federal financial assistance. Sponsors must include appropriate clauses from the Standard DOT Title VI Assurances in all contracts and solicitations. The text of each individual clause comes from the U.S. Department of Transportation Order DOT 1050.2, Standard Title VI Assurances and Nondiscrimination Provisions, effective April 24, 2013. These assurances require that the Recipient (the Sponsor) insert the appropriate clauses in the form provided by the DOT. Where the clause refers to the applicable activity, project, or program, it means the AIP project. The clauses are as follows: A5.2.1 Applicability of Title VI Solicitation Notice Contract Clause The Sponsor must include the contract clause in: Clause Text is Included in Paragraph Title VI Solicitation Notice – • Assurance 2 of the DOT Standard Title VI Assurances and Nondiscrimination Clauses • Assurance 30(d) of the Airport Sponsors Assurances 1) All AIP funded solicitations for bids, requests for proposals, or any work subject to Title VI regulations regardless of funding source; and 2) All Sponsor proposals for negotiated agreements regardless of funding source. A5.3.1 Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 25 Contract Clause The Sponsor must include the contract clause in: Clause Text is Included in Paragraph Title VI List of Pertinent Nondiscrimination Acts and Authorities • Assurance 3 of the DOT Standard Title VI Assurances and Nondiscrimination Clauses • Assurance 30(e)(2) of the Airport Sponsor Assurances Insert this list in every contract or agreement, unless the Sponsor has determined, and the FAA concurs, that the contract or agreement is not subject to the Nondiscrimination Acts and Authorities, which is a rare occurrence. This list can only be omitted if the FAA has determined that the contractor or company is already subject to substantively identical nondiscrimination requirements. A5.4.1 List must be included in all applicable contracts. Title VI Clauses for Compliance with Nondiscrimination Requirements • Assurance 3 of the DOT Standard Title VI Assurances and Nondiscrimination Clauses Assurance 30(e)(1) of the Airport Sponsor Assurances Insert this clause in every contract or agreement, unless the Sponsor has determined, and the FAA concurs, that the contract or agreement is not subject to the Nondiscrimination Acts and Authorities, which is a rare occurrence. It has been determined that service contracts with utility companies that are not already subject to substantively identical nondiscrimination requirements must include this clause. A5.4.2 Clause must be included in all applicable contracts. Title VI Required Clause for Property Interests Transferred from the United States • Assurance 4 of the DOT Standard Title VI Assurances and Nondiscrimination Clauses • Assurance 30e.3 of the Airport Sponsor Assurances As a covenant running with the land, in any deed from the United States effecting or recording a transfer of real property, structures, use, or improvements thereon or interest therein to a Sponsor. This is a rare occurrence, and it will be the responsibility of the United States government to include the clause in the contract. A5.4.3 Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 26 Contract Clause The Sponsor must include the contract clause in: Clause Text is Included in Paragraph Title VI Required Clause for Transfer of Real Property Acquired or Improved Under the Activity, Facility or Program – • Assurance 5 of the DOT Standard Title VI Assurances and Nondiscrimination Clauses • Assurance 30(e)(4)(a) of the Airport Sponsor Assurances As a covenant running with the land, in any future deeds, leases, licenses, permits, or similar instruments entered into by the Sponsor with other parties for all transfers of real property acquired or improved under Airport Improvement Program This applies to agreements such as leases where a physical portion of the airport is transferred for use, for example a fuel farm, apron space, or a parking facility. It applies to agreements not covered by A6.4.4. A5.4.4 Clause for Construction/Use/Access to Real Property Acquired Under the Activity, Facility or Program • Assurance 6 of the DOT Standard Title VI Assurances and Nondiscrimination Clauses • Assurance 30(e)(4)(b) of the Airport Sponsor Assurances In any future (deeds, leases, licenses, permits, or similar instruments) entered into by the Sponsor with other parties for the construction or use of, or access to, space on, over, or under real property acquired or improved under Airport Improvement Program This applies to agreements such as leases of concession space in a terminal not covered by A6.4.3. A5.4.5 • A5.3 MANDATORY SOLICITATION CLAUSE The Sponsor must include this clause in: 1) All AIP funded solicitations for bids, requests for proposals, or any work subject to Title VI regulations regardless of funding source; and 2) All Sponsor proposals for negotiated agreements regardless of funding source. A5.3.1 Title VI Solicitation Notice Title VI Solicitation Notice: As a condition of a grant award, the Sponsor shall demonstrate that it complies with the provisions of Title VI of the Civil Rights Act of 1964 (42 U.S.C. §§ 2000d et seq) and implementing regulations (49 CFR part 21) including amendments thereto, the Airport and Airway Improvement Act of 1982 (49 U.S.C. § 47123), the Age Discrimination Act of 1975 (42 U.S.C. 6101 et seq.), Section 504 of the Rehabilitation Act of 1973 (29 U.S.C. § 794 et seq.), the Americans with Disabilities Act of 1990 (42 U.S.C. § 12101, et seq.), U.S. Department of Transportation and Federal Aviation Administration (FAA) Assurances, and other relevant civil rights statutes, regulations, or authorities, including any amendments or updates thereto. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 27 This may include, as applicable, providing a current Title VI Program Plan to the FAA for approval, in the format and according to the timeline required by the FAA, and other information about the communities that will be benefited and impacted by the project. A completed FAA Title VI Pre-Grant Award Checklist is required for every grant application, unless excused by the FAA. The Sponsor shall affirmatively ensure that when carrying out any project supported by this grant that it complies with all federal nondiscrimination and civil rights laws based on race, color, national origin, sex, creed, age, disability, genetic information, in consideration for federal financial assistance. The Department’s and FAA’s Office of Civil Rights may provide resources and technical assistance to recipients to ensure full and sustainable compliance with Federal civil rights requirements. Failure to comply with civil rights requirements will be considered a violation of the agreement or contract and be subject to any enforcement action as authorized by law. A5.4 MANDATORY CONTRACT CLAUSES A5.4.1 Title VI List of Pertinent Nondiscrimination Acts and Authorities Insert this list in every contract or agreement, unless the Sponsor has determined and the FAA concurs, that the contract or agreement is not subject to the Nondiscrimination Acts and Authorities. This list can be omitted if the FAA has determined that the contractor or company is already subject to nondiscrimination requirements, which is a rare occurrence. Title VI List of Pertinent Nondiscrimination Acts and Authorities During the performance of this contract, the Contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the “Contractor”) agrees to comply with the following non- discrimination statutes and authorities; including but not limited to: • Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252) (prohibits discrimination on the basis of race, color, national origin); • 49 CFR Part 21 (Non-discrimination in Federally-Assisted programs of the Department of Transportation—Effectuation of Title VI of the Civil Rights Act of 1964) including amendments thereto; • The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601) (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects); • Section 504 of the Rehabilitation Act of 1973 (29 U.S.C. § 794 et seq.), as amended (prohibits discrimination on the basis of disability); and 49 CFR part 27 (Nondiscrimination on the Basis of Disability in Programs or Activities Receiving Federal Financial Assistance); • The Age Discrimination Act of 1975, as amended (42 .U.S.C. § 6101 et seq.) (prohibits discrimination on the basis of age); • Airport and Airway Improvement Act of 1982 (49 U.S.C. § 47123), as amended (prohibits discrimination based on race, creed, color, national origin, or sex); • The Civil Rights Restoration Act of 1987 (P.L. 100-259) (broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, the Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms “programs or activities” to include all of the programs or activities of the Federal-aid recipients, Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 28 sub-recipients and contractors, whether such programs or activities are Federally funded or not); • Titles II and III of the Americans with Disabilities Act of 1990 (42 U.S.C. § 12101, et seq) (prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities) as implemented by U.S. Department of Transportation regulations at 49 CFR Parts 37 and 38; • Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. § 1681, et seq). A5.4.2 Nondiscrimination Requirements/Title VI Clauses for Compliance The Sponsor must include this contract clause in: 1) Every contract or agreement (unless the Sponsor has determined, and the FAA concurs, that the contract or agreement is not subject to the Nondiscrimination Acts and Authorities); and 2) Service contracts with utility companies that are not already subject to substantively identical nondiscrimination requirements. 3) Other types of contracts with utility companies involving property covered by A6.4.2, A6.4.3, or A6.4.4. Compliance with Nondiscrimination Requirements: During the performance of this contract, the Contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the “Contractor”), agrees as follows: 1. Compliance with Regulations: The Contractor (hereinafter includes consultants) will comply with the Title VI List of Pertinent Nondiscrimination Acts and Authorities, as they may be amended from time to time, which are herein incorporated by reference and made a part of this contract. 2. Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, will not discriminate on the grounds of race, color, national origin), creed, sex, age, or disability in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Contractor will not participate directly or indirectly in the discrimination prohibited by the Nondiscrimination Acts and Authorities, including employment practices when the contract covers any activity, project, or program set forth in Appendix B of 49 CFR part 21 including amendments thereto. 3. Solicitations for Subcontracts, including Procurements of Materials and Equipment: In all solicitations, either by competitive bidding or negotiation made by the Contractor for work to be performed under a subcontract, including procurements of materials, or leases of equipment, each potential subcontractor or supplier will be notified by the Contractor of the contractor’s obligations under this contract and the Nondiscrimination Acts and Authorities on the grounds of race, color, or national origin. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 29 4. Information and Reports: The Contractor will provide all information and reports required by the Acts, the Regulations, and directives issued pursuant thereto and will permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Sponsor or the Federal Aviation Administration to be pertinent to ascertain compliance with such Nondiscrimination Acts and Authorities and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish the information, the Contractor will so certify to the Sponsor or the Federal Aviation Administration, as appropriate, and will set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of a Contractor’s noncompliance with the non- discrimination provisions of this contract, the Sponsor will impose such contract sanctions as it or the Federal Aviation Administration may determine to be appropriate, including, but not limited to: a. Withholding payments to the Contractor under the contract until the Contractor complies; and/or b. Cancelling, terminating, or suspending a contract, in whole or in part. 6. Incorporation of Provisions: The Contractor will include the provisions of paragraphs one through six in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Acts, the Regulations, and directives issued pursuant thereto. The Contractor will take action with respect to any subcontract or procurement as the Sponsor or the Federal Aviation Administration may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, that if the Contractor becomes involved in, or is threatened with litigation by a subcontractor, or supplier because of such direction, the Contractor may request the Sponsor to enter into any litigation to protect the interests of the Sponsor. In addition, the Contractor may request the United States to enter into the litigation to protect the interests of the United States. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 30 A6 CLEAN AIR AND WATER POLLUTION CONTROL A6.1 SOURCE 2 CFR Part 200, Appendix II(G) 42 U.S.C. § 7401, et seq 33 U.S.C. § 1251, et seq A6.2 APPLICABILITY Contract Types – This provision is required for all contracts and lower tier contracts that exceed $150,000. Use of Provision – No mandatory language provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor’s language must fully satisfy the requirements of Appendix II to 2 CFR Part 200. A6.3 MODEL CONTRACT CLAUSE CLEAN AIR AND WATER POLLUTION CONTROL Contractor agrees to comply with all applicable standards, orders, and regulations issued pursuant to the Clean Air Act (42 U.S.C. §§ 7401-7671q) and the Federal Water Pollution Control Act as amended (33 U.S.C. §§ 1251-1387). The Contractor agrees to report any violation to the Owner immediately upon discovery. The Owner assumes responsibility for notifying the Environmental Protection Agency (EPA) and the Federal Aviation Administration. Contractor must include this requirement in all subcontracts that exceed $150,000. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 31 A7 CONTRACT WORKHOURS AND SAFETY STANDARDS ACT REQUIREMENTS A7.1 SOURCE 2 CFR Part 200, Appendix II(E) 29 CFR § 5.5(b) 40 U.S.C. § 3702 40 U.S.C. § 3704 A7.2 APPLICABILITY Contract Work Hours and Safety Standards Act Requirements (CWHSSA) (40 U.S.C. §§ 3702 & 3704) requires contractors and subcontractors on covered contracts to pay laborers and mechanics employed in the performance of the contracts not less than one and one-half times their basic rate of pay for all hours worked over 40 in a workweek. CWHSSA prohibits unsanitary, hazardous, or dangerous working conditions on federally-assisted projects. The Wage and Hour Division (WHD) within the U.S. Department of Labor (DOL) enforces the compensation requirements of this Act, while DOL’s Occupational Safety and Health Administration (OSHA) enforces the safety and health requirements. Contract Types – Construction – This provision applies to all contracts and lower tier contracts that exceed $100,000, and employ laborers, mechanics, watchmen, and guards. Equipment – This provision applies to any equipment project exceeding $100,000 that involves installation of equipment onsite (e.g., electrical vault equipment). This provision does not apply to equipment acquisition projects where the manufacture of the equipment takes place offsite at the vendor plant (e.g., ARFF and SRE vehicles). Professional Services – This provision applies to professional service agreements that exceed $100,000 and employs laborers, mechanics, watchmen, and guards. This includes members of survey crews and exploratory drilling operations. Property – While most land transactions do not involve employment of laborers, mechanics, watchmen, and guards, under certain circumstances, a property acquisition project could require such employment. Examples include the installation of property fencing or testing for environmental contamination Use of Provision – MANDATORY TEXT. Sponsors must incorporate this text without modification. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 32 A7.3 MANDATORY CONTRACT CLAUSE CONTRACT WORKHOURS AND SAFETY STANDARDS ACT REQUIREMENTS 1. Overtime Requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic, including watchmen and guards, in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. 2. Violation; Liability for Unpaid Wages; Liquidated Damages. In the event of any violation of the clause set forth in paragraph (1) of this clause, the Contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1) of this clause, in the sum of $29 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1) of this clause. 3. Withholding for Unpaid Wages and Liquidated Damages. The Federal Aviation Administration (FAA) or the Owner shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally- assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2) of this clause. 4. Subcontractors. The Contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraphs (1) through (4) and also a clause requiring the subcontractor to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1) through (4) of this clause. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 33 A8 COPELAND “ANTI-KICKBACK” ACT A8.1 SOURCE 2 CFR Part 200, Appendix II(D) 29 CFR Parts 3 and 5 A8.2 APPLICABILITY and PURPOSE The Copeland (Anti-Kickback) Act (18 U.S.C. § 874 and 40 U.S.C. § 3145) makes it unlawful to induce by force, intimidation, threat of dismissal from employment, or by any other manner, any person employed in the construction or repair of public buildings or public works, financed in whole or in part by the United States, to give up any part of the compensation to which that person is entitled under a contract of employment. The Copeland Act also requires each contractor and subcontractor to furnish weekly a statement of compliance with respect to the wages paid each employee during the preceding week. Contract Types – Construction – This provision applies to all construction contracts and subcontracts financed under the AIP that exceed $2,000. Equipment – This provision applies to all equipment installation projects (e.g., electrical vault improvements) financed under the AIP that exceed $2,000. This provision does not apply to equipment acquisitions where the equipment is manufactured at the vendor’s plant (e.g., SRE and ARFF vehicles). Professional Services –The emergence of different project delivery methods has created situations where Professional Service Agreements (PSAs) include tasks that meet the definition of construction, alteration, or repair as defined in 29 CFR Part 5. If such tasks result in work that qualifies as construction, alteration, or repair and it exceeds $2,000, the PSA must incorporate the Copeland Anti-kickback provision. Property –Ordinarily, land acquisition projects would not involve employment of laborers or mechanics and thus the Copeland Anti-Kickback provision would not apply. However, land projects that involve installation of boundary fencing and demolition of structures would involve laborers and mechanics. The Sponsor must include this provision if the land acquisition project involves employment of laborers or mechanics for a contract exceeding $2,000. Use of Provision – No mandatory language provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor’s language must fully satisfy the requirements of 29 CFR Part 5. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 34 A8.3 MODEL CONTRACT CLAUSE COPELAND “ANTI-KICKBACK” ACT Contractor must comply with the requirements of the Copeland “Anti-Kickback” Act (18 USC 874 and 40 USC 3145), as supplemented by Department of Labor regulation 29 CFR part 3. Contractor and subcontractors are prohibited from inducing, by any means, any person employed on the project to give up any part of the compensation to which the employee is entitled. The Contractor and each Subcontractor must submit to the Owner, a weekly statement on the wages paid to each employee performing on covered work during the prior week. Owner must report any violations of the Act to the Federal Aviation Administration. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 35 A9 DAVIS-BACON REQUIREMENTS A9.1 SOURCE 2 CFR Part 200, Appendix II(D) 29 CFR Part 5 49 USC § 47112(b) 40 USC §§ 3141-3144, 3146, and 3147 A9.2 APPLICABILITY The Davis-Bacon Act (40 USC §§ 3141-3144, 3146, and 3147) ensures that laborers and mechanics employed under the contract receive pay no less than the locally prevailing wages and fringe benefits as determined by the Department of Labor. Contract Types – Construction – Incorporate into all construction contracts and subcontracts that exceed $2,000 and include funding from the AIP. Equipment – This provision applies to all equipment installation projects (e.g., electrical vault improvements) financed under the AIP that exceed $ 2,000. This provision does not apply to equipment acquisitions where the equipment is manufactured at the vendor’s plant (e.g., SRE and ARFF vehicles) Professional Services – The emergence of different project delivery methods has created situations where Professional Service Agreements (PSAs) includes tasks that meet the definition of construction, alteration, or repair as defined in 29 CFR Part 5. If such tasks result in work that qualifies as construction, alteration, or repair and it exceeds $2,000, the PSA must incorporate this clause. Property – Ordinarily, land acquisition projects would not involve employment of laborers or mechanics and thus the provision would not apply. However, land projects that involve installation of boundary fencing and demolition of structures would involve laborers and mechanics. The Sponsor must include this provision if the land acquisition project involves employment of laborers or mechanics for a contract exceeding $2,000. Fencing Projects – Fencing projects that exceed $2,000 must include this provision. Use of Provision – MANDATORY TEXT. 29 CFR Part 5 establishes specific language a Sponsor must use. The Sponsor may not make any modification to the standard language. A/E firms that employ laborers and mechanics on a task that meets the definition of construction, alteration, or repair are acting as a contractor. The Sponsor may not substitute the term “Contractor” for “Consultant” in such instances. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 36 A9.3 MANDATORY CONTRACT CLAUSE DAVIS-BACON REQUIREMENTS 1. Minimum Wages. (i) All laborers and mechanics employed or working upon the site of the work will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by the Secretary of Labor under regulations implementing the Copeland Act (29 CFR Part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalent thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the Contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph (1)(iv) of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR § 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, that the employer’s payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under (1)(ii) of this section) and the Davis- Bacon poster (WH-1321) shall be posted at all times by the Contractor and its subcontractors at the site of the work in a prominent and accessible place where it can easily be seen by the workers. (ii)(A) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (1) The work to be performed by the classification requested is not performed by a classification in the wage determination; (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (B) If the Contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 37 the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, U.S. Department of Labor, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (C) In the event the Contractor, the laborers, or mechanics to be employed in the classification, or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (D) The wage rate (including fringe benefits where appropriate) determined pursuant to subparagraphs (1)(ii) (B) or (C) of this paragraph, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. (iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. (iv) If the Contractor does not make payments to a trustee or other third person, the Contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, that the Secretary of Labor has found, upon the written request of the Contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the Contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 2. Withholding. The Federal Aviation Administration or the Sponsor shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the Contractor under this contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the Contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the Federal Aviation Administration may, after written notice to the Contractor, Sponsor, Applicant, or Owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 38 3. Payrolls and Basic Records. (i) Payrolls and basic records relating thereto shall be maintained by the Contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker; his or her correct classification; hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in 1(b)(2)(B) of the Davis-Bacon Act); daily and weekly number of hours worked; deductions made; and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis- Bacon Act, the Contractor shall maintain records that show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual costs incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (ii)(A) The Contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the Federal Aviation Administration if the agency is a party to the contract, but if the agency is not such a party, the Contractor will submit the payrolls to the applicant, Sponsor, or Owner, as the case may be, for transmission to the Federal Aviation Administration. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR § 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead, the payrolls shall only need to include an individually identifying number for each employee (e.g., the last four digits of the employee’s social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH–347 is available for this purpose from the Wage and Hour Division Web site at https://www.dol.gov/agencies/whd/government-contracts/construction/payroll-certification or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker and shall provide them upon request to the Federal Aviation Administration if the agency is a party to the contract, but if the agency is not such a party, the Contractor will submit them to the applicant, Sponsor, or Owner, as the case may be, for transmission to the Federal Aviation Administration, the Contractor, or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the sponsoring government agency (or the applicant, Sponsor, or Owner). Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 39 (B) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the Contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (1) That the payroll for the payroll period contains the information required to be provided under 29 CFR § 5.5(a)(3)(ii), the appropriate information is being maintained under 29 CFR § 5.5 (a)(3)(i), and that such information is correct and complete; (2) That each laborer and mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR Part 3; (3) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (C) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the “Statement of Compliance” required by paragraph (3)(ii)(B) of this section. (D) The falsification of any of the above certifications may subject the Contractor or subcontractor to civil or criminal prosecution under Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. (iii) The Contractor or subcontractor shall make the records required under paragraph (3)(i) of this section available for inspection, copying, or transcription by authorized representatives of the Sponsor, the Federal Aviation Administration, or the Department of Labor and shall permit such representatives to interview employees during working hours on the job. If the Contractor or subcontractor fails to submit the required records or to make them available, the Federal agency may, after written notice to the Contractor, Sponsor, applicant, or Owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR § 5.12. 4. Apprentices and Trainees. (i) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 40 job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman’s hourly rate) specified in the Contractor’s or subcontractor’s registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice’s level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the Contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (ii) Trainees. Except as provided in 29 CFR § 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at no less than the rate specified in the approved program for the trainee’s level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination that provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate that is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the Contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 41 5. Compliance with Copeland Act Requirements. The Contractor shall comply with the requirements of 29 CFR Part 3, which are incorporated by reference in this contract. 6. Subcontracts. The Contractor or subcontractor shall insert in any subcontracts the clauses contained in 29 CFR §§ 5.5(a)(1) through (10) and such other clauses as the Federal Aviation Administration may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR § 5.5. 7. Contract Termination: Debarment. A breach of the contract clauses in paragraph 1 through 10 of this section may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR § 5.12. 8. Compliance with Davis-Bacon and Related Act Requirements. All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR Parts 1, 3, and 5 are herein incorporated by reference in this contract. 9. Disputes Concerning Labor Standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR Parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the Contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. 10. Certification of Eligibility. (i) By entering into this contract, the Contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the Contractor’s firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR § 5.12(a)(1). (ii) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR § 5.12(a)(1). (iii) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 USC § 1001. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 42 A10 DEBARMENT AND SUSPENSION A10.1 SOURCE 2 CFR Part 180 (Subpart B) 2 CFR Part 200, Appendix II(H) 2 CFR Part 1200 DOT Order 4200.5 Executive Orders 12549 and 12689 A10.2 APPLICABILITY The Sponsor must verify that the firm or individual that it is entering into a contract with is not presently suspended, excluded, or debarred by any Federal department or agency from participating in federally -assisted projects. The Sponsor accomplishes this by: 1) Checking the System for Award Management (SAM.gov) to verify that the firm or individual is not listed in SAM.gov as being suspended, debarred, or excluded; 2) Collecting a certification from the firm or individual that it is not suspended, debarred, or excluded; and 3) Incorporating a clause in the contract that requires lower tier contracts to verify that no suspended, debarred, or excluded firm or individual is included in the project. Contract Types – This requirement applies to covered transactions, which are defined in 2 CFR part 180 (Subpart B). AIP funded contracts are non-procurement transactions, as defined by 2 CFR § 180.970. Covered transactions include any AIP-funded contract, regardless of tier, that is awarded by a contractor, subcontractor, supplier, consultant, or its agent or representative in any transaction, if the amount of the contract is expected to equal or exceed $25,000. This includes contracts associated with land acquisition projects. Use of Provision – No mandatory language provided. The following language is acceptable to the FAA in meeting the intent of this requirement. If the Sponsor uses different language, the Sponsor’s language must fully satisfy the requirements of 2 CFR part 180. For professional service agreements, Sponsor may substitute “bidder/offeror” with “consultant.” A10.3 MODEL BID/PROPOSAL CERTIFICATION CLAUSES A10.3.1 Bidder or Offeror Certification CERTIFICATION OF OFFEROR/BIDDER REGARDING DEBARMENT By submitting a bid/proposal under this solicitation, the bidder or offeror certifies that neither it nor its principals are presently debarred or suspended by any Federal department or agency from participation in this transaction. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 43 A10.3.2 Lower Tier Contract Certification CERTIFICATION OF LOWER TIER CONTRACTORS REGARDING DEBARMENT The successful bidder, by administering each lower tier subcontract that exceeds $25,000 as a “covered transaction”, must confirm each lower tier participant of a “covered transaction” under the project is not presently debarred or otherwise disqualified from participation in this federally-assisted project. The successful bidder will accomplish this by: 1. Checking the System for Award Management at website: http://www.sam.gov. 2. Collecting a certification statement similar to the Certification of Offeror /Bidder Regarding Debarment, above. 3. Inserting a clause or condition in the covered transaction with the lower tier contract. If the Federal Aviation Administration later determines that a lower tier participant failed to disclose to a higher tier participant that it was excluded or disqualified at the time it entered the covered transaction, the FAA may pursue any available remedies, including suspension and debarment of the non-compliant participant. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 44 A11 DISADVANTAGED BUSINESS ENTERPRISE A11.1 SOURCE 49 CFR Part 26 49 U.S.C. § 47113 A11.2 APPLICABILITY A Sponsor that anticipates awarding prime contracts totaling $250,000 or more in Federal financial assistance in a federal fiscal year must have an approved Disadvantaged Business Enterprise (DBE) program on file with the FAA Office of Civil Rights (49 CFR § 26.21). The Sponsor will also identify a 3- year overall program goal that the Sponsor bases on the availability of ready, willing, and able DBEs relative to all businesses ready, willing, and able to participate on the project (49 CFR § 26.45). Contract Types – Sponsors with a DBE program on file with the FAA must include the following provisions, if applicable: 1) Clause in all solicitations for proposals for which a contract goal has been established, 2) Clause in each prime contract, and 3) Clause in solicitations that seek to obtain DBE participation. Use of Provision – 1. Solicitations with a DBE Contract Goal – No mandatory language provided. 49 CFR §26.53 requires a Sponsor’s solicitation to address what a contractor must submit on proposed DBE participation. The language of A11.3.1 is acceptable to the FAA in meeting the intent of this requirement. If the Sponsor uses different language, the Sponsor’s revised language must fully satisfy these requirements. The Sponsor may require the contractor’s submittal on proposed DBE participation either at bid opening as a matter of responsiveness or within five days of bid opening as a matter of responsibility. The Sponsor’s election regarding responsiveness vs. responsibility is recorded in its approved DBE program. Special consideration and procedures apply to negotiated procurements and to projects solicited using the Design-Build approach. 2. Solicitations without a DBE Contract Goal – No mandatory language provided. The language of A11.3.2 is acceptable to the FAA in meeting the intent of this requirement. If the Sponsor uses different language, the Sponsor’s revised language must fully satisfy requirements for a Sponsor that is not applying a project specific contract goal but is covered by a DBE program on file with the FAA. 3. Assurance for Contracts Covered by DBE Program – MANDATORY TEXT PROVIDED. Sponsors must incorporate this language if they have a DBE program on file with the FAA. This language must be included regardless of whether there is a DBE contract goal for the project. Section 26.13 of 49 CFR establishes mandatory language for contractor assurance. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 45 The Sponsor must not modify the language. Part 26 of 49 CFR requires Sponsors ensure this clause also flows down into subcontracts (i.e., must be included verbatim in subcontracts). 4. Prompt Payment for Contracts Covered by DBE Program – No mandatory language provided. 49 CFR § 26.29 requires Sponsors to include a contract clause requiring prompt payment to subcontractors no later than thirty (30) days after the prime contractor receives payment from the Sponsor. The requirement applies to all subcontractors, not just DBEs. The prompt payment language of A12.3.3 is acceptable to the FAA in meeting the intent of this requirement. If the Sponsor uses different language, such as a specific clause identified in the Sponsor’s approved DBE program plan, the Sponsor’s revised language must fully satisfy these requirements. 5. Termination of DBE Subcontractors on Contracts with a DBE Contract Goal - No mandatory language provided. 49 CFR § 26.53 prohibits unauthorized removal or replacement of DBE firms listed in response to a solicitation that had a DBE contract goal and sets forth the specific enforcement mechanism recipients must include in prime contracts. The language of A12.3.3 is acceptable to the FAA in meeting the intent of this requirement. 6. Sponsors that are not required to have a DBE program on file with the FAA are not required to include DBE provisions and clauses. A11.3 REQUIRED PROVISIONS A11.3.1 Solicitation Language (Solicitations with a DBE Contract Goal) For traditional design-bid-build projects, the decision on whether DBE information is a matter of responsiveness or responsibility is laid out in the Sponsor’s approved DBE program and the Sponsor should incorporate the applicable solicitation language accordingly. Special procedures apply in the case of negotiated procurements and for projects that follow the Design-Build method of procurement. In all cases, Sponsors should include only the applicable solicitation language from the examples below. Bid Information Submitted as a matter of responsiveness: The Owner’s award of this contract is conditioned upon Bidder or Offeror satisfying the good faith effort requirements of 49 CFR § 26.53. As a condition of responsiveness, the Bidder or Offeror must submit the following information with its proposal on the forms provided herein: 1) The names and addresses of Disadvantaged Business Enterprise (DBE) firms that will participate in the contract; 2) A description of the work that each DBE firm will perform; 3) The dollar amount of the participation of each DBE firm listed under (1); 4) Written statement from Bidder or Offeror that attests their commitment to use the DBE firm(s) listed under (1) to meet the Owner’s project goal Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 46 5) Written confirmation from each listed DBE firm that it is participating in the contract in the kind and amount of work provided in the prime contractor's commitment; and 6) If Bidder or Offeror cannot meet the advertised project DBE goal, evidence of good faith efforts undertaken by the Bidder or Offeror as described in appendix A to 49 CFR part 26 including any amendments thereto. The documentation of good faith efforts must include copies of each DBE and non-DBE subcontractor quote submitted to the bidder when a non-DBE subcontractor was selected over a DBE for work on the contract. Bid Information submitted as a matter of responsibility: The Owner’s award of this contract is conditioned upon Bidder or Offeror satisfying the good faith effort requirements of 49 CFR § 26.53. As a condition of responsibility, every Bidder or Offeror must submit the following information on the forms provided herein within five days after bid opening. 1) The names and addresses of Disadvantaged Business Enterprise (DBE) firms that will participate in the contract; 2) A description of the work that each DBE firm will perform; 3) The dollar amount of the participation of each DBE firm listed under (1); 4) Written statement from Bidder or Offeror that attests their commitment to use the DBE firm(s) listed under (1) to meet the Owner’s project goal; 5) Written confirmation from each listed DBE firm that it is participating in the contract in the kind and amount of work provided in the prime contractor's commitment; and 6) If Bidder or Offeror cannot meet the advertised project DBE goal, evidence of good faith efforts undertaken by the Bidder or Offeror as described in appendix A to 49 CFR Part 26 including any amendments thereto. The documentation of good faith efforts must include copies of each DBE and non-DBE subcontractor quote submitted to the bidder when a non-DBE subcontractor was selected over a DBE for work on the contract. Bid Information requirements for negotiated procurements: In a negotiated procurement, such as a procurement for professional services, the Sponsor may allow the bidder/offeror to make a contractually binding commitment to meet the goal at the time of bid submission or the presentation of initial proposals but provide the information required under the above responsiveness or responsibility procedures before the final selection for the contract is made by the recipient. Bid Information submitted for Design-Build projects: In a design-build contracting situation, in which the Sponsor solicits proposals to design and build a project with minimal-project details at time of letting, the Sponsor may set a DBE goal that proposers must meet by submitting a DBE Open-Ended DBE Performance Plan (OEPP) with the proposal. The OEPP replaces the requirement to provide the information required in paragraph (b) of 49 CFR § 26.53 that Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 47 applies to design-bid-build contracts. To be considered responsive, the OEPP must include a commitment to meet the goal and provide details of the types of subcontracting work or services (with projected dollar amount) that the proposer will solicit DBEs to perform. The OEPP must include an estimated time frame in which actual DBE subcontracts would be executed. Once the design-build contract is awarded, the recipient must provide ongoing monitoring and oversight to evaluate whether the design-builder is using good faith efforts to comply with the OEPP and schedule. The recipient and the design-builder may agree to make written revisions of the OEPP throughout the life of the project, e.g., replacing the type of work items the design-builder will solicit DBEs to perform and/or adjusting the proposed schedule, as long as the design-builder continues to use good faith efforts to meet the goal. A11.3.2 Solicitation Language (Solicitations with No DBE Contract Goal) The requirements of 49 CFR Part 26 including any amendments thereto apply to this contract. It is the policy of the [Insert Name of Owner] to practice nondiscrimination based on race, color, sex, or national origin in the award or performance of this contract. The Owner encourages participation by all firms qualifying under this solicitation regardless of business size or ownership. A11.3.3 Prime Contracts (Contracts C overed by a DBE Program) Contract Assurance (49 CFR § 26.13; mandatory text provided) – The Contractor, subrecipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The Contractor shall carry out applicable requirements of 49 CFR Part 26, including any amendments thereto, in the award and administration of DOT-assisted contracts. Failure by the Contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate, which may include, but is not limited to: 1) Withholding monthly progress payments; 2) Assessing sanctions; 3) Liquidated damages; and/or 4) Disqualifying the Contractor from future bidding as non-responsible. Prompt Payment (49 CFR § 26.29; acceptable/sample text provided) – The prime contractor agrees to pay each subcontractor under this prime contract for satisfactory performance of its contract no later than [specify number of days, not to exceed 30] days from the receipt of each payment the prime contractor receives from [Name of recipient]. The prime contractor agrees further to return retainage payments to each subcontractor within [specify number of days, not to exceed 30] days after the subcontractor’s work is satisfactorily completed. Any delay or postponement of payment from the above referenced time frame may occur only for good cause Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 48 following written approval of the [Name of Recipient]. This clause applies to both DBE and non-DBE subcontractors. Termination of DBE Subcontracts (49 CFR § 26.53(f); acceptable/sample text provided) – The prime contractor must not terminate a DBE subcontractor listed in response to [include Solicitation paragraph number where paragraph 12.3.1, Solicitation Language appears] (or an approved substitute DBE firm) without prior written consent of [Name of Recipient]. This includes, but is not limited to, instances in which the prime contractor seeks to perform work originally designated for a DBE subcontractor with its own forces or those of an affiliate, a non-DBE firm, or with another DBE firm. The prime contractor shall utilize the specific DBEs listed to perform the work and supply the materials for which each is listed unless the contractor obtains written consent [Name of Recipient]. Unless [Name of Recipient] consent is provided, the prime contractor shall not be entitled to any payment for work or material unless it is performed or supplied by the listed DBE. [Name of Recipient] may provide such written consent only if [Name of Recipient] agrees, for reasons stated in the concurrence document, that the prime contractor has good cause to terminate the DBE firm. For purposes of this paragraph, good cause includes the circumstances listed in 49 CFR § 26.53. Before transmitting to [Name of Recipient] its request to terminate and/or substitute a DBE subcontractor, the prime contractor must give notice in writing to the DBE subcontractor, with a copy to [Name of Recipient], of its intent to request to terminate and/or substitute, and the reason for the request. The prime contractor must give the DBE five days to respond to the prime contractor's notice and advise [Name of Recipient] and the contractor of the reasons, if any, why it objects to the proposed termination of its subcontract and why [Name of Recipient] should not approve the prime contractor's action. If required in a particular case as a matter of public necessity (e.g., safety), [Name of Recipient] may provide a response period shorter than five days. In addition to post-award terminations, the provisions of this section apply to pre-award deletions of or substitutions for DBE firms put forward by offerors in negotiated procurements. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 49 A12 DISTRACTED DRIVING A12.1 SOURCE Executive Order 13513 DOT Order 3902.10 A12.2 APPLICABILITY The FAA encourages recipients of Federal grant funds to adopt and enforce safety policies that decrease crashes by distracted drivers, including policies to ban text messaging while driving when performing work related to a grant or subgrant. Contract Types – Sponsors must insert this provision in all AIP funded contracts that exceed the micro- purchase threshold of 2 CFR § 200.320 (currently set at $15,000). Use of Provision – No mandatory text provided. The following language is acceptable to the FAA in meeting the intent of this requirement. If the Sponsor uses different language, the Sponsor’s revised language must fully satisfy these requirements. A12.3 MODEL CONTRACT CLAUSE TEXTING WHEN DRIVING In accordance with Executive Order 13513, “Federal Leadership on Reducing Text Messaging While Driving”, (10/1/2009) and DOT Order 3902.10, “Text Messaging While Driving”, (12/30/2009), the Federal Aviation Administration encourages recipients of Federal grant funds to adopt and enforce safety policies that decrease crashes by distracted drivers, including policies to ban text messaging while driving when performing work related to a grant or subgrant. In support of this initiative, the Owner encourages the Contractor to promote policies and initiatives for its employees and other work personnel that decrease crashes by distracted drivers, including policies that ban text messaging while driving motor vehicles while performing work activities associated with the project. The Contractor must include the substance of this clause in all sub-tier contracts exceeding $15,000 that involve driving a motor vehicle in performance of work activities associated with the project. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 50 A13 PROHIBITION ON CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE SERVICES OR EQUIPMENT A13.1 SOURCE 2 CFR § 200, Appendix II(K) 2 CFR § 200.216 A13.2 APPLICABILITY Sponsors and subgrant recipients are prohibited from using AIP grant funds to: a) Procure or obtain, b) Extend or renew a contract to procure or obtain, or c) Enter into a contract to procure or obtain certain covered telecommunications equipment. These restrictions apply to telecommunication equipment, services, or systems that use covered telecommunications equipment or services as a substantial or essential component of any system or as critical technology as part of any system. Covered telecommunications equipment is equipment produced or provided by Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of either). Contract Types – The Sponsor must include this provision in all AIP funded contracts and lower-tier contracts. Use of Provision – No mandatory text provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor’s revised language must fully satisfy these requirements. Sponsor may substitute “Contractor and subcontractor” with “Consultant and sub-consultant” for professional service agreements. A13.3 MODEL CERTIFICATION CLAUSE PROHIBITION ON CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE SERVICES OR EQUIPMENT Contractor and Subcontractor agree to comply with mandatory standards and policies relating to use and procurement of certain telecommunications and video surveillance services or equipment in compliance with the National Defense Authorization Act P.L. 115-232, § 889(f)(1)). Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 51 A14 DRUG FREE WORKPLACE REQUIREMENTS A14.1 SOURCE 49 CFR Part 32 Drug-Free Workplace Act of 1988 (41 U.S.C. § 8101-8106, as amended) A14.2 APPLICABILITY The Drug-Free Workplace Act of 1988 requires some Federal contractors and all Federal grantees to agree that they will provide drug-free workplaces as a condition of receiving a contract or grant from a Federal agency. The Act does not apply to contractors, subcontractors, or subgrantees, although the Federal grantees workplace may be where the contractors, subcontractors, or subgrantees are working. Contract Types – This provision applies to all AIP funded projects, but not to the contracts between the grantee (the Sponsor) and a contractor, subcontractors, suppliers, or subgrantees. Use of Provision – No mandatory or recommended text provided because the requirements do not extend beyond the Sponsor level. A14.3 CONTRACT CLAUSE None. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 52 A15 FEDERAL FAIR LABOR STANDARDS ACT (FEDERAL MINIMUM WAGE) A15.1 SOURCE 29 USC § 201, et seq 2 CFR § 200.430 A15.2 APPLICABILITY The U.S. Department of Labor (DOL) Wage and Hour Division administers the Fair Labor Standards Act (FLSA). This act prescribes federal standards for basic minimum wage, overtime pay, record keeping, and child labor standards. Contract Types – Per the Department of Labor, all employees of certain enterprises having workers engaged in interstate commerce; producing goods for interstate commerce; or handling, selling, or otherwise working on goods or materials that have been moved in or produced for such commerce by any person are covered by the FLSA. All consultants, sub-consultants, contractors, and subcontractors employed under this federally assisted project must comply with the FLSA. Professional Services – 29 CFR § 213 exempts employees in a bona fide executive, administrative or professional capacity. Because professional firms employ individuals that are not covered by this exemption, the Sponsor’s agreement with a professional services firm must include the FLSA provision. Use of Provision – No mandatory text provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor’s language must fully satisfy the requirements of 29 USC § 201, et seq. The Sponsor must select contractor or consultant, as appropriate for the contract. A15.3 MODEL SOLICITATION CLAUSE All contracts and subcontracts that result from this solicitation incorporate by reference the provisions of 29 CFR Part 201, et seq, the Federal Fair Labor Standards Act (FLSA), with the same force and effect as if given in full text. The FLSA sets minimum wage, overtime pay, recordkeeping, and child labor standards for full and part-time workers. The [Contractor | Consultant] has full responsibility to monitor compliance to the referenced statute or regulation. The [Contractor | Consultant] must address any claims or disputes that arise from this requirement directly with the U.S. Department of Labor – Wage and Hour Division. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 53 A16 LOBBYING AND INFLUENCING FEDERAL EMPLOYEES A16.1 SOURCE 31 USC § 1352 – Byrd Anti-Lobbying Amendment 2 CFR Part 200, Appendix II(I) 49 CFR Part 20, Appendix A A16.2 APPLICABILITY Consultants and contractors that apply or bid for an award of $100,000 or more must certify that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant, or another award covered by 31 USC § 1352. Each tier must also disclose any lobbying with non-Federal funds that takes place in connection with obtaining any Federal award. Contract Types – The Sponsor must incorporate this provision into all contracts exceeding $100,000. Use of Provision – MANDATORY TEXT. Appendix A to 49 CFR Part 20 prescribes language the Sponsor must use. The Sponsor must incorporate this provision without modification. A16.3 MANDATORY CERTIFICATION CLAUSE CERTIFICATION REGARDING LOBBYING The Bidder or Offeror certifies by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the Bidder or Offeror, to any person for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, “Disclosure Form to Report Lobbying,” in accordance with its instructions. (3) The undersigned shall require that the language of this certification be included in the award documents for all sub-awards at all tiers (including subcontracts, subgrants, and contracts Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 54 under grants, loans, and cooperative agreements) and that all sub-recipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. § 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 55 A17 OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 A17.1 SOURCE 29 CFR Part 1910 A17.2 APPLICABILITY Contract Types – All contracts and subcontracts must comply with the Occupational Safety and Health Act of 1970 (OSH). The U.S. Department of Labor Occupational Safety and Health Administration (OSHA) oversees the workplace health and safety standards wage provisions from OSH. Use of Provision – No mandatory text provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor’s language must fully satisfy the requirements of 29 CFR Part 1910. A17.3 MODEL CONTRACT CLAUSE All contracts and subcontracts that result from this solicitation incorporate by reference the requirements of 29 CFR Part 1910 with the same force and effect as if given in full text. The employer must provide a work environment that is free from recognized hazards that may cause death or serious physical harm to the employee. The employer retains full responsibility to monitor its compliance and their subcontractor’s compliance with the applicable requirements of the Occupational Safety and Health Act of 1970 (29 CFR Part 1910). The employer must address any claims or disputes that pertain to a referenced requirement directly with the U.S. Department of Labor – Occupational Safety and Health Administration. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 56 A18 PROCUREMENT OF RECOVERED MATERIALS A18.1 SOURCE 2 CFR § 200.323 2 CFR Part 200, Appendix II(J) 40 CFR Part 247 42 USC § 6901, et seq (Resource Conservation and Recovery Act (RCRA)) A18.2 APPLICABILITY Sponsors of AIP funded development and equipment projects must comply with Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act. Section 6002 emphasizes maximizing energy and resource recovery through use of affirmative procurement actions for recovered materials identified in the Environmental Protection Agency (EPA) guidelines codified at 40 CFR Part 247. When acquiring items designated in the guidelines, the Sponsor must procure items that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition. Contract Types – This provision applies to any contracts that include procurement of products designated in subpart B of 40 CFR Part 247 where the purchase price of the item exceeds $10,000 or the value of the quantity acquired by the preceding fiscal year exceeded $10,000. Construction and Equipment – Include this provision in all construction and equipment projects. Professional Services and Property – Include this provision if the agreement includes procurement of a product that exceeds $10,000. Use of Provision – No mandatory text provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor’s language must fully satisfy the requirements of 2 CFR Part 200. A18.3 MODEL CONTRACT CLAUSE PROCUREMENT OF RECOVERED MATERIALS Contractor and subcontractor agree to comply with Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act, and the regulatory provisions of 40 CFR Part 247. In the performance of this contract and to the extent practicable, the Contractor and subcontractors are to use products containing the highest percentage of recovered materials for items designated by the Environmental Protection Agency (EPA) under 40 CFR Part 247 whenever: The contract requires procurement of $10,000 or more of a designated item during the fiscal year; or Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 57 The contractor has procured $10,000 or more of a designated item using Federal funding during the previous fiscal year. The list of EPA-designated items is available at www.epa.gov/smm/comprehensive-procurement- guidelines-construction-products. Section 6002(c) establishes exceptions to the preference for recovery of EPA-designated products if the contractor can demonstrate the item is: a) Not reasonably available within a timeframe providing for compliance with the contract performance schedule; b) Fails to meet reasonable contract performance requirements; or c) Is only available at an unreasonable price. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 58 A19 RIGHT TO INVENTIONS A19.1 SOURCE 2 CFR Part 200, Appendix II(F) 37 CFR Part 401 A19.2 APPLICABILITY Contract Types – This provision applies to all contracts and subcontracts with small business firms or nonprofit organizations that include performance of experimental, developmental, or research work. This clause is not applicable to construction, equipment, or professional service contracts unless the contract includes experimental, developmental, or research work. Use of Provision – No mandatory text provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the sponsor uses different language, the Sponsor’s language must fully satisfy the requirements of 2 CFR Part 200, Appendix II. A19.3 MODEL CONTRACT CLAUSE RIGHTS TO INVENTIONS Contracts or agreements that include the performance of experimental, developmental, or research work must provide for the rights of the Federal Government and the Owner in any resulting invention as established by 37 CFR part 401, Rights to Inventions Made by Non-profit Organizations and Small Business Firms under Government Grants, Contracts, and Cooperative Agreements. This contract incorporates by reference the patent and inventions rights as specified within 37 CFR § 401.14. Contractor must include this requirement in all sub-tier contracts involving experimental, developmental, or research work. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 59 A20 SEISMIC SAFETY A20.1 SOURCE 49 CFR Part 41 A20.2 APPLICABILITY Contract Types – This provision applies to construction of new buildings and additions to existing buildings financed in whole or in part through the Airport Improvement Program. Professional Services– Sponsor must incorporate this clause in any contract involved in the construction of new buildings or structural addition to existing buildings. Construction – Sponsor must incorporate this clause in any contract involved in the construction of new buildings or structural addition to existing buildings. Equipment – Sponsor must include the construction provision if the project involves construction or structural addition to a building such as an electrical vault project to accommodate or install equipment. Land – This provision will not typically apply to a property/land project. Use of Provision – No mandatory text provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor’s language must fully satisfy the requirements of 49 CFR part 41. A20.3 MODEL CONTRACT CLAUSE A20.3.1 Professional Service Agreements for Design SEISMIC SAFETY In the performance of design services, the Consultant agrees to furnish a building design and associated construction specification that conform to a building code standard that provides a level of seismic safety substantially equivalent to standards as established by the National Earthquake Hazards Reduction Program (NEHRP). Local building codes that model their building code after the current version of the International Building Code (IBC) meet the NEHRP equivalency level for seismic safety. At the conclusion of the design services, the Consultant agrees to furnish the Owner a “certification of compliance” that attests conformance of the building design and the construction specifications with the seismic standards of NEHRP or an equivalent building code. A20.3.2 Construction Contracts SEISMIC SAFETY The Contractor agrees to ensure that all work performed under this contract, including work performed by subcontractors, conforms to a building code standard that provides a level of seismic safety substantially equivalent to standards established by the National Earthquake Hazards Reduction Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 60 Program (NEHRP). Local building codes that model their code after the current version of the International Building Code (IBC) meet the NEHRP equivalency level for seismic safety. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 61 A21 T AX DELINQUENCY AND FELONY CONVICTIONS A21.1 SOURCE Section 8113 of the Consolidated Appropriations Act, 2022 (P.L. 117-103) and similar provisions in subsequent appropriations acts. DOT Order 4200.6 – Appropriations Act Requirements for Procurement and Non-Procurement Regarding Tax Delinquency and Felony Convictions A21.2 APPLICABILITY The Sponsor must ensure that no funding goes to any contractor who: • Has been convicted of a Federal felony within the last 24 months; or • Has any outstanding tax liability for which all judicial and administrative remedies have lapsed or been exhausted. Contract Types – This provision applies to all contracts funded in whole or part with AIP. Use of Provision – No mandatory text provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor’s language must fully satisfy the requirements of DOT Order 4200.6. A21.3 MODEL CERTIFICATION CLAUSE CERTIFICATION OF OFFEROR/BIDDER REGARDING TAX DELINQUENCY AND FELONY CONVICTIONS The applicant must complete the following two certification statements. The applicant must indicate its current status as it relates to tax delinquency and felony conviction by inserting a checkmark (ü) in the space following the applicable response. The applicant agrees that, if awarded a contract resulting from this solicitation, it will incorporate this provision for certification in all lower tier subcontracts. Certifications The applicant represents that it is ( ü ) is not ( ü ) a corporation that has any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability. The applicant represents that it is ( ü ) is not ( ü ) a corporation that was convicted of a criminal violation under any Federal law within the preceding 24 months. Note If an applicant responds in the affirmative to either of the above representations, the applicant is ineligible to receive an award unless the Sponsor has received notification from the agency suspension and debarment official (SDO) that the SDO has considered suspension or debarment and determined that further action is not required to protect the Government’s interests. The applicant therefore must provide information to the owner about its tax liability or conviction to the Owner, who will then Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 62 notify the FAA Airports District Office, which will then notify the agency’s SDO to facilitate completion of the required considerations before award decisions are made. Term Definitions Felony conviction: Felony conviction means a conviction within the preceding twenty four (24) months of a felony criminal violation under any Federal law and includes conviction of an offense defined in a section of the U.S. Code that specifically classifies the offense as a felony and conviction of an offense that is classified as a felony under 18 USC § 3559. Tax Delinquency: A tax delinquency is any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted, or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 63 Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 64 A22 TERMINATION OF CONTRACT A22.1 SOURCE 2 CFR Part 200, Appendix II(B) FAA Advisory Circular 150/5370-10, Section 80-09 A22.2 APPLICABILITY Contract Types – All contracts and subcontracts in excess of $10,000 must address termination for cause and termination for convenience by the Sponsor. The provision must address the manner (i.e., notice, opportunity to cure, and effective date) by which the Sponsor’s contract will be affected and the basis for settlement (e.g., incurred expenses, completed work, profit, etc.). Use of Provision – Termination for Convenience – No mandatory text provided. The Sponsor must include a clause for termination for convenience. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor’s language must fully satisfy the requirements of Appendix II to 2 CFR § 200. Termination for Cause – No mandatory text provided. The Sponsor must include a clause for termination for cause (includes default). The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor’s language must fully satisfy the requirements of 2 CFR Part 200, Appendix II. Equipment, Professional Services, and Property – No mandatory text provided. The Sponsor may use their established clause language provided that it adequately addresses the intent of 2 CFR Part 200 Appendix II(B), which addresses termination for cause and for convenience. A22.3 MODEL CONTRACT CLAUSES A22.3.1 Termination for Convenience TERMINATION FOR CONVENIENCE (CONSTRUCTION & EQUIPMENT CONTRACTS) The Owner may terminate this contract in whole or in part at any time by providing written notice to the Contractor. Such action may be without cause and without prejudice to any other right or remedy of Owner. Upon receipt of a written notice of termination, except as explicitly directed by the Owner, the Contractor shall immediately proceed with the following obligations regardless of any delay in determining or adjusting amounts due under this clause: 1. Contractor must immediately discontinue work as specified in the written notice. 2. Terminate all subcontracts to the extent they relate to the work terminated under the notice. 3. Discontinue orders for materials and services except as directed by the written notice. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 65 4. Deliver to the Owner all fabricated and partially fabricated parts, completed and partially completed work, supplies, equipment and materials acquired prior to termination of the work, and as directed in the written notice. 5. Complete performance of the work not terminated by the notice. 6. Take action as directed by the Owner to protect and preserve property and work related to this contract that Owner will take possession. Owner agrees to pay Contractor for: 1. Completed and acceptable work executed in accordance with the contract documents prior to the effective date of termination; 2. Documented expenses sustained prior to the effective date of termination in performing work and furnishing labor, materials, or equipment as required by the contract documents in connection with uncompleted work; 3. Reasonable and substantiated claims, costs, and damages incurred in settlement of terminated contracts with Subcontractors and Suppliers; and 4. Reasonable and substantiated expenses to the Contractor directly attributable to Owner’s termination action. Owner will not pay Contractor for loss of anticipated profits or revenue or other economic loss arising out of or resulting from the Owner’s termination action. The rights and remedies this clause provides are in addition to any other rights and remedies provided by law or under this contract. TERMINATION FOR CONVENIENCE (PROFESSIONAL SERVICES) The Owner may, by written notice to the Consultant, terminate this Agreement for its convenience and without cause or default on the part of Consultant. Upon receipt of the notice of termination, except as explicitly directed by the Owner, the Contractor must immediately discontinue all services affected. Upon termination of the Agreement, the Consultant must deliver to the Owner all data, surveys, models, drawings, specifications, reports, maps, photographs, estimates, summaries, and other documents and materials prepared by the Engineer under this contract, whether complete or partially complete. Owner agrees to make just and equitable compensation to the Consultant for satisfactory work completed up through the date the Consultant receives the termination notice. Compensation will not include anticipated profit on non-performed services. Owner further agrees to hold Consultant harmless for errors or omissions in documents that are incomplete as a result of the termination action under this clause. A22.3.2 Termination for Default TERMINATION FOR CAUSE (CONSTRUCTION) Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 66 Section 80-09 of FAA Advisory Circular 150/5370-10 establishes standard language for conditions, rights, and remedies associated with Owner termination of this contract for cause due to default of the Contractor. TERMINATION FOR CAUSE (EQUIPMENT) The Owner may, by written notice of default to the Contractor, terminate all or part of this Contract for cause if the Contractor: 1. Fails to begin the Work under the Contract within the time specified in the Notice- to-Proceed; 2. Fails to make adequate progress as to endanger performance of this Contract in accordance with its terms; 3. Fails to make delivery of the equipment within the time specified in the Contract, including any Owner approved extensions; 4. Fails to comply with material provisions of the Contract; 5. Submits certifications made under the Contract and as part of their proposal that include false or fraudulent statements; or 6. Becomes insolvent or declares bankruptcy. If one or more of the stated events occur, the Owner will give notice in writing to the Contractor and Surety of its intent to terminate the contract for cause. At the Owner’s discretion, the notice may allow the Contractor and Surety an opportunity to cure the breach or default. If within [10] days of the receipt of notice, the Contractor or Surety fails to remedy the breach or default to the satisfaction of the Owner, the Owner has authority to acquire equipment by other procurement action. The Contractor will be liable to the Owner for any excess costs the Owner incurs for acquiring such similar equipment. Payment for completed equipment delivered to and accepted by the Owner shall be at the Contract price. The Owner may withhold from amounts otherwise due the Contractor for such completed equipment, such sum as the Owner determines to be necessary to protect the Owner against loss because of Contractor default. Owner will not terminate the Contractor’s right to proceed with the work under this clause if the delay in completing the work arises from unforeseeable causes beyond the control and without the fault or negligence of the Contractor. Examples of such acceptable causes include: acts of God, acts of the Owner, acts of another Contractor in the performance of a contract with the Owner, and severe weather events that substantially exceed normal conditions for the location. If, after termination of the Contractor’s right to proceed, the Owner determines that the Contractor was not in default, or that the delay was excusable, the rights and obligations of the parties will be the same as if the Owner issued the termination for the convenience the Owner. The rights and remedies of the Owner in this clause are in addition to any other rights and remedies provided by law or under this contract. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 67 TERMINATION FOR CAUSE (PROFESSIONAL SERVICES) Either party may terminate this Agreement for cause if the other party fails to fulfill its obligations that are essential to the completion of the work per the terms and conditions of the Agreement. The party initiating the termination action must allow the breaching party an opportunity to dispute or cure the breach. The terminating party must provide the breaching party [7] days advance written notice of its intent to terminate the Agreement. The notice must specify the nature and extent of the breach, the conditions necessary to cure the breach, and the effective date of the termination action. The rights and remedies in this clause are in addition to any other rights and remedies provided by law or under this agreement. a) Termination by Owner: The Owner may terminate this Agreement for cause in whole or in part, for the failure of the Consultant to: 1. Perform the services within the time specified in this contract or by Owner approved extension; 2. Make adequate progress so as to endanger satisfactory performance of the Project; or 3. Fulfill the obligations of the Agreement that are essential to the completion of the Project. Upon receipt of the notice of termination, the Consultant must immediately discontinue all services affected unless the notice directs otherwise. Upon termination of the Agreement, the Consultant must deliver to the Owner all data, surveys, models, drawings, specifications, reports, maps, photographs, estimates, summaries, and other documents and materials prepared by the Engineer under this contract, whether complete or partially complete. Owner agrees to make just and equitable compensation to the Consultant for satisfactory work completed up through the date the Consultant receives the termination notice. Compensation will not include anticipated profit on non-performed services. Owner further agrees to hold Consultant harmless for errors or omissions in documents that are incomplete as a result of the termination action under this clause. If, after finalization of the termination action, the Owner determines the Consultant was not in default of the Agreement, the rights and obligations of the parties shall be the same as if the Owner issued the termination for the convenience of the Owner. b) Termination by Consultant: The Consultant may terminate this Agreement for cause in whole or in part, if the Owner: 1. Defaults on its obligations under this Agreement; 2. Fails to make payment to the Consultant in accordance with the terms of this Agreement; 3. Suspends the project for more than [180] days due to reasons beyond the control of the Consultant. Upon receipt of a notice of termination from the Consultant, Owner agrees to cooperate with Consultant for the purpose of terminating the agreement or portion thereof, by mutual consent. If Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 68 Owner and Consultant cannot reach mutual agreement on the termination settlement, the Consultant may, without prejudice to any rights and remedies it may have, proceed with terminating all or parts of this Agreement based upon the Owner’s breach of the contract. In the event of termination due to Owner breach, the Consultant is entitled to invoice Owner and to receive full payment for all services performed or furnished in accordance with this Agreement and all justified reimbursable expenses incurred by the Consultant through the effective date of termination action. Owner agrees to hold Consultant harmless for errors or omissions in documents that are incomplete as a result of the termination action under this clause. A23 TRADE RESTRICTION CERTIFICATION A23.1 SOURCE 49 USC § 50104 49 CFR Part 30 A23.2 APPLICABILITY Unless waived by the Secretary of Transportation, Sponsors may not use AIP funds on a product or service from a foreign country included in the current list of countries that discriminate against U.S. firms as published by the Office of the United States Trade Representative (USTR). Contract Types – The trade restriction certification and clause apply to all AIP funded projects. Use of Provision – MANDATORY TEXT. 49 CFR Part 30 prescribes the language for this model clause. The Sponsor must include this certification language in all contracts and subcontracts without modification. A23.3 MANDATORY SOLICITATION CLAUSE TRADE RESTRICTION CERTIFICATION By submission of an offer, the Offeror certifies that with respect to this solicitation and any resultant contract, the Offeror – 1) is not owned or controlled by one or more citizens of a foreign country included in the list of countries that discriminate against U.S. firms as published by the Office of the United States Trade Representative (USTR); 2) has not knowingly entered into any contract or subcontract for this project with a person that is a citizen or national of a foreign country included on the list of countries that discriminate against U.S. firms as published by the USTR; and 3) has not entered into any subcontract for any product to be used on the Federal project that is produced in a foreign country included on the list of countries that discriminate against U.S. firms published by the USTR. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 69 This certification concerns a matter within the jurisdiction of an agency of the United States of America and the making of a false, fictitious, or fraudulent certification may render the maker subject to prosecution under Title 18 USC § 1001. The Offeror/Contractor must provide immediate written notice to the Owner if the Offeror/Contractor learns that its certification or that of a subcontractor was erroneous when submitted or has become erroneous by reason of changed circumstances. The Contractor must require subcontractors provide immediate written notice to the Contractor if at any time it learns that its certification was erroneous by reason of changed circumstances. Unless the restrictions of this clause are waived by the Secretary of Transportation in accordance with 49 CFR § 30.17, no contract shall be awarded to an Offeror or subcontractor: 1) who is owned or controlled by one or more citizens or nationals of a foreign country included on the list of countries that discriminate against U.S. firms published by the USTR; or 2) whose subcontractors are owned or controlled by one or more citizens or nationals of a foreign country on such USTR list; or 3) who incorporates in the public works project any product of a foreign country on such USTR list. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render, in good faith, the certification required by this provision. The knowledge and information of a contractor is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. The Offeror agrees that, if awarded a contract resulting from this solicitation, it will incorporate this provision for certification without modification in all lower tier subcontracts. The Contractor may rely on the certification of a prospective subcontractor that it is not a firm from a foreign country included on the list of countries that discriminate against U.S. firms as published by USTR, unless the Offeror has knowledge that the certification is erroneous. This certification is a material representation of fact upon which reliance was placed when making an award. If it is later determined that the Contractor or subcontractor knowingly rendered an erroneous certification, the Federal Aviation Administration (FAA) may direct through the Owner cancellation of the contract or subcontract for default at no cost to the Owner or the FAA. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 70 A24 VETERAN’S PREFERENCE A24.1 SOURCE 49 USC § 47112(c) A24.2 APPLICABILITY Contract Types – This provision applies to all AIP funded projects that involve labor to carry out the project. This preference, which excludes executive, administrative, and supervisory positions, applies to covered veterans [as defined under § 47112(c)] only when they are readily available and qualified to accomplish the work required by the project. Use of Provision – No mandatory text provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor’s language must fully satisfy the requirements of 49 USC § 47112. A24.3 MODEL CONTRACT CLAUSE VETERAN’S PREFERENCE In the employment of labor (excluding executive, administrative, and supervisory positions), the Contractor and all sub-tier contractors must give preference to covered veterans as defined within 49 U.S.C. § 47112. Covered veterans include Vietnam-era veterans, Persian Gulf veterans, Afghanistan- Iraq war veterans, disabled veterans, and small business concerns (as defined by 15 U.S.C. § 632) owned and controlled by disabled veterans. This preference only applies when there are covered veterans readily available and qualified to perform the work to which the employment relates. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 71 A25 DOMESTIC PREFERENCES FOR PROCUREMENTS A25.1 SOURCE 2 CFR § 200.322 2 CFR Part 200, Appendix II(L) A25.2 APPLICABILITY To the greatest extent “practicable,” Sponsors must provide a preference for the purchase, acquisition, or use of goods, products, or materials produced in the U.S., including, but not limited to iron, aluminum, steel, cement, or other manufactured products. Contract Types – Must be included in all subawards, including all contracts and purchase orders for work or products under the grant. Use of Provision – No mandatory text provided. The following language is acceptable to the FAA and meets the intent of this requirement. If the Sponsor uses different language, the Sponsor’s language must fully satisfy the requirements of 2 CFR § 200.322. A25.3 MODEL CERTIFICATION CLAUSE CERTIFICATION REGARDING DOMESTIC PREFERENCES FOR PROCUREMENTS The Bidder or Offeror certifies by signing and submitting this bid or proposal that, to the greatest extent practicable, the Bidder or Offeror has provided a preference for the purchase, acquisition, or use of goods, products, or materials produced in the United States (including, but not limited to, iron, aluminum, steel, cement, and other manufactured products) in compliance with 2 CFR § 200.322. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 72 A26 PROHIBITION OF COVERED UNMANNED AIRCRAFT SYSTEMS (UAS) A26.1 SOURCE FAA Reauthorization Act of 2024 (Public Law 118-63), Section 936 49 U.S.C. § 44801 note Sponsors and subgrant recipients are prohibited from using AIP grant funds to enter into, extend, or renew a contract for: 1) The operation, procurement, or contracting action with respect to a covered unmanned aircraft system (UAS); or 2) To any entity that operates a covered unmanned aircraft system (UAS) in the performance of such contract. The term “Covered UAS” means a small unmanned aircraft, an unmanned aircraft, and unmanned aircraft system, or the associated elements of such aircraft and aircraft systems related to the collection and transmission of sensitive information (consisting of communication links and the components that control the unmanned aircraft) that enable the operator to operate the aircraft in the National Airspace System which is manufactured or assembled by a covered foreign entity; and an unmanned aircraft detection system or counter- UAS system that is manufactured or assembled by a covered foreign entity. These covered foreign entities include: (a) The People’s Republic of China. (b) The Russian Federation. (c) The Islamic Republic of Iran. (d) The Democratic People’s Republic of Korea. (e) The Bolivarian Republic of Venezuela. (f) The Republic of Cuba. (g) Any other country the Secretary determines necessary. A26.2 APPLICABILITY Contract Types – the Sponsor must include this provision in all AIP-funded contracts and lower- tier contracts. Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on December 29, 2025 Page 73 Use of Provision - No mandatory text provided. The Sponsor’s language must fully satisfy these requirements. Sponsor may substitute “Contractor and subcontractor” with “Consultant and sub- consultant” for professional service agreements as appropriate. A26.3 MODEL CONTRACT CLAUSE The Bidder or Offeror certifies that they are aware of and comply with relevant Federal statutes and regulations, including those from the Federal Aviation Administration (FAA), for operating unmanned aircraft systems (UAS) in accordance, and in compliance with all related requirements in the FAA Reauthorization Act of 2024 (Public Law 118-63), section 936 (49 U.S.C. § 44801 note). Contractor warrants that all UAS operations will be conducted in full compliance with all applicable Federal Aviation Administration (FAA) regulations, including but not limited to 14 CFR Part 107, and any other applicable local, state, or Federal laws and regulations. Sponsors and subgrant recipients cannot use AIP grant funds to enter into, extend, or renew a contract related to covered unmanned aircraft systems (UAS). This includes both procurement and operational contracts, as well as contracts with entities that operate such systems. 715 Mulberry St, Waterloo, IA 50703 Phone: (319) 291-4312 CITYOFWATERLOOIOWA.COM MEMORANDUM DATE: May 19, 2026 TO: Steven Kjergaard Director of Aviation FROM: Jamie Knutson, P.E. City Engineer RE: Review of Proposed Professional Services Agreement For CONSTRUCTION-RELATED SERVICES (CRS) RUNWAY 18/36 REHABILITATION OUTSIDE THE RUNWAY 12/30 RUNWAY SAFETY AREA, FAA AIP 3-19-0094-060 I reviewed the proposed professional service agreement for the rehabilitation of the above referenced project. This is a FAA project being developed in accordance with sponsor guide. Please see the attached Independent Fee Estimate. Tasks are comparable to engineering service agreements for design services required for DOT/FHWA federal-aid projects. AECOM’s estimate of hours is reasonable when compared with my estimate of hours. This is a cost-plus fixed fee contract. Fixed fee of fifteen percent (15%) of direct labor and overhead is typical for DOT/FHWA projects. I used a provisional Overhead Rate of 130%. Typical rates range from 125% to 150% depending on the consulting engineer. The total estimated maximum cost is 3% different from AECOM’s estimated Maximum Amount Payable. If you have any questions, please contact me at this office. I.Direct Labor Cost Category Hours Rate/Hour Amount IFE AECOM Hours Difference Percent Senior Professional 116 $103.50 $12,006.00 128 116 -12 -9% Project Professional 216 $80.70 $17,431.20 215 216 1 0% Staff Professional 168 $58.30 $9,794.40 176 168 -8 -5% Professional 228 $40.45 $9,222.60 236 228 -8 -3% CADD Operator II 224 $39.90 $8,937.60 234 224 -10 -4% CADD Operator I 0 $24.80 $0.00 0 0 0 0% Senior Technician 1418 $46.85 $66,433.30 1446 1418 -28 -2% Technician 0 $28.70 $0.00 0 0 0 0% Project Support 132 $44.80 $5,913.60 142 132 -10 -7% 2502 2577 2502 $133,848.80 $129,738.70 ($4,110.10)-3% II.Payroll Burden and Overhead Costs 119.05%$174,003.44 $154,453.92 ($19,549.52)-11% III.Direct Project Expenses Category Units Rate/Unit Amount Mileage 10,000 0.725 7,250.00 Air Fare - 700.00 0.00 Per Diem - 60.00 0.00 Lodging - 110.00 0.00 Rental Car - 50.00 0.00 B/W Copies 5,000 0.06 300.00 Color Copies 3,000 0.22 660.00 Plan Copier 100 0.50 50.00 EDM Equipment 80 15.00 1,200.00 GPS Equipment 4 15.00 60.00 Miscellaneous, Other 1 1,000.00 1,000.00 $12,180.24 10,520.00$ (1,660.24)$ -14% IV.Estimated Actual Costs $318,372.24 $294,712.62 (23,659.62)$ -7% Rounded $318,000.00 $294,700.00 (23,300.00)$ -7% V.Subcontract Expense Braun Intertec - Geotechnical Investigation 35,000.00$ 48,500.00$ (13,500.00)$ -28% VI.Estimated Actual Costs $353,000.00 $343,200.00 (9,800.00)$ -3% VII.Fixed Fee (15% of Items I & II)$46,200.00 $42,600.00 ($3,600.00)-8% VIII.Maximum Amount Payable 399,200.00$ 385,800.00$ (13,400.00)$ -3% Comparison of IFE and AECOM Costs RUNWAY 18/36 REHABILITATION OUTSIDE THE RUNWAY 12/30 RUNWAY Waterloo Regional Airport Waterloo, Iowa FAA AIP 3-19-0094-060 Construction Related Services (CRS) IFE REVIEW COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Safiah Elahi, Traffic Operations Director Traffic Operations Department June 1, 2026 AGENDA ITEM TITLE Resolution approving a Professional Services Agreement with HDR Engineering, Inc., of Cedar Rapids, Iowa, in the amount of $13,525.00, for a concept statement in conjunction with the Ridgeway Avenue and Hammond Avenue Roundabout, and authorizing the Mayor and City Clerk to execute said document. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION This is an agreement with HDR Engineering paying them to write a concept statement to make sure that the project aligns with the Grant specifications. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES 324-17-7161-2103 ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. PSA-Waterloo-RidgewayHammondRAB-ConceptStatement-260515 - signed SHORT FORM AGREEMENT BETWEEN OWNER AND HDR ENGINEERING, INC. FOR PROFESSIONAL SERVICES THIS AGREEMENT is made as of this day of , 20 , between the City of Waterloo, Iowa ("OWNER") and HDR ENGINEERING, INC., ("ENGINEER" or "CONSULTANT") for services in connection with the project known as (Ridgeway Ave and Hammond Ave Roundabout) ("Project"); WHEREAS, OWNER desires to engage ENGINEER to provide professional engineering, consulting and related services ("Services") in connection with the Project; and WHEREAS, ENGINEER desires to render these Services as described in SECTION I, Scope of Services. NOW, THEREFORE, OWNER and ENGINEER in consideration of the mutual covenants contained herein, agree as follows: SECTION I. SCOPE OF SERVICES ENGINEER will provide Services for the Project, which consist of the Scope of Services as outlined on the attached Exhibit A. The ENGINEER's representative ("Project Manager") is Aaron Granquist, while the OWNER's representative ("Project Manager") is Safiah Elahi. SECTION II. TERMS AND CONDITIONS OF ENGINEERING SERVICES The HDR Engineering, Inc. Terms and Conditions, which are attached hereto in Exhibit B, are incorporated into this Agreement by this reference as if fully set forth herein. SECTION III. RESPONSIBILITIES OF OWNER The OWNER shall provide the information set forth in paragraph 6 of the attached Exhibit B "HDR Engineering, Inc. Terms and Conditions for Professional Services." SECTION IV. COMPENSATION Compensation for ENGINEER'S services under this Agreement shall be on the basis of lump sum. The amount of the lump sum is Twelve Thousand Two Hundred Ninety -Five Dollars ($12,295.00) plus a 10% contingency of One Thousand Two Hundred Thirty Dollars ($1,230.00) for a total of Thirteen Thousand Five Hundred Twent.-Five Dollars ($13,525.00). The contingency shall only be authorized upon written approval of the OWNER's Project Manager. No additional funding will be available as part of this Agreement. Additional costs are subject to approval by the OWNER's City Council. Agreement for Professional Services 1 3/2025 SECTION V. PERIOD OF SERVICE Upon receipt of written authorization to proceed, ENGINEER shall perform the services within the time period(s) described in Exhibit A. Any extension of the completion date shall be only with written approval of the OWNER'S Project Manager. Unless otherwise stated in this Agreement, the rates of compensation for ENGINEER'S services have been agreed to in anticipation of the orderly and continuous progress of the project through completion. If any specified dates for the completion of ENGINEER'S services are exceeded through no fault of the ENGINEER, the time for performance of those services shall be automatically extended for a period which may be reasonably required for their completion and all rates, measures and amounts of ENGINEER'S compensation shall be equitably adjusted. IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the day and year first written above. CITY OF WATERLOO, IOWA "OWNER" NAME: Dave Boesen TITLE: ADDRESS: 715 Mulberry Street Waterloo, IA 50703 HDR ENGINEERING, INC. "ENGINEER" .A0-g' 64)=Wytd, MM NAME: Ann Williams, PE TITLE: Sr. Vice President ADDRESS: 1917 S 67th Street Omaha, NE 68106 Agreement for Professional Services 2 3/2025 EXHIBIT A SCOPE OF SERVICES Project Understanding and Objective This proposal has been prepared by HDR Engineering, Inc. (Consultant) to provide partial and limited Project Development Services (Services) for the Ridgeway Avenue & Hammond Avenue Roundabout and Hammond Avenue Sidewalk project. The project consists of the following two features: 1. Roundabout: Reconstruction of the existing Ridgeway Ave and Hammond Ave intersection from stop controlled to a modern roundabout. 2. Sidewalk: Construction of approximately 4,000 feet of sidewalk from the aforementioned roundabout, along Hammond Ave, south to the San Marnan Drive frontage road. City of Waterloo (Owner) has already developed a conceptual design and traffic study to support the grant applications that have been awarded for this project. The Scope of Services to be performed by the Consultant shall include the following Tasks: TASK 1 CONTRACT MANAGEMENT 1.1. PROJECT MANAGEMENT The Consultant shall manage and perform the tasks to produce project deliverables in a timely manner, acceptable by Iowa DOT, and shall include progress reports as needed. 1.2. QUALITY CONTROL AND MANAGEMENT The Consultant shall designate responsibility for implementation and quality control oversight for project deliverables. Designated quality control management shall oversee the individual quality reviews are completed in adherence to the project's Quality Management Plan (QMP). iffc�eelel:7 e71' I_r I Lou, I ►n 14:k I l i [�'. The Consultant shall meet with the Owner or its designated representative to review progress and to discuss specific elements of the project deliverables. The following meetings are included with this scope of services: 1) Kickoff Meeting (virtual) 2) Deliverable Review Meeting (virtual) Deliverables for Task 1: 1) Meeting agendas and minutes 2) Monthly progress reports and invoicing. Key Understandings and Assumptions for Task 1: 1) All deliverables for this task will be submitted to the Owner electronically in Microsoft Office or Adobe PDF file format. TASK 2 ESTABLISH DESIGN CRITERIA The Consultant shall prepare design criteria to be used in developing preliminary plans and used for the completion of Iowa DOT Form 517001 (Concept Statement). With the project limits being within the sole jurisdiction of the City of Waterloo and to meet the Iowa DOT design criteria for a Federal -aid project, the following documents will be referenced: 1) Iowa DOT Federal -aid Project Development Guide for Local Public Agencies 2) Iowa DOT Instructional Memorandum (I.M.) 3.020 Concept Statement Instructions 3) Iowa DOT Design Manual, Chapter 6 for Geometric Design and Chapter 12 for Pedestrian and Bicycle Facilities 4) 2010 ADA Standards for Accessible Design (ADAAG) with 2014 supplement and correction; 2023 Accessibility Guidelines for Pedestrian Facilities in the Public Right - of -Way (PROWAG) A summary of design criteria will be established using the manuals and reference documents listed above. Criteria will be used to develop the Concept Statement form in collaboration with desktop environmental reviews under Task 4. Deliverables for Task 2: 1) Prepare and submit the Concept Statement to Iowa DOT through TPMS. This includes the checklist of required submittal items as indicated on the last page of the Concept Statement. TASK 3 OPINION OF PROBABLE CONSTRUCTION COST Review and update the conceptual opinion of probable construction cost (OPCC) as prepared by the Owner. The conceptual OPCC will be based on representative major project elements based on recent bid information and will include appropriate contingencies and escalation factors. General quantity takeoffs will be used for the conceptual OPCC which will be incorporated into the Concept Statement prepared in Task 2. Deliverables for Task 3: 1) Conceptual OPCC in PDF format TASK 4 DESKTOP ENVIRONMENTAL REVIEW 4.1. ENVIRONMENTAL CONSTRAINTS MAPPING Environmental constraints will be identified and considered within the developed project concept. Consultant will identify and review databases for potential environmental constraints such as the following: 1) Wetlands and other waters of the U.S. 2) Floodplains 3) Threatened and Endangered Species 4) Properties or sites listed in the National Register of Historic Places (NRHP) 5) Section 4(f) resources (Parks, Wildlife Refuges, etc) 6) Airports 7) Leaking underground storage tank sites and other contaminated sites. Consultant will prepare an environmental constraints map based on aerial and desktop data analysis (no environmental field review is planned) for consideration of preliminary constraints associated with the design concept. 4.2. IOWA DOT FORM COMPLETION Per Iowa DOT's Federal -aid Project Development Guide, Consultant environmental staff will complete blocks 9 through 21 of Iowa DOT Form 517001 (Concept Statement), with Consultant engineering staff completing the remaining blocks (See Task 2). Deliverables for Task 4: 1) Environmental Constraints Map 2) Iowa DOT Form 517001 (blocks 9-21) The Scope of Services shall be completed in accordance with the following schedule unless modified by mutual agreement or by factors beyond the control of the Consultant. Contract Approval — Notice to Proceed Kickoff Meeting (within 2 weeks from IN Deliver Concept Statement Contract End FEE SUMMARY 4RGFT nP June 1, 2026 Early June, 2026 July 3, 2026 Julv 17. 2026 Base Contract (Tasks 1 through 4) Total Hours = 78 Fee = $12,295.00 (Lump Sum) Contingency = $1,230.00 Total = $13,525.00 EXHIBIT B TERMS AND CONDITIONS HDR Engineering, Inc. Terms and Conditions for Professional Services 1. STANDARD OF PERFORMANCE The standard of care for all professional engineering, consulting and related services performed or furnished by ENGINEER and its employees under this Agreement will be the care and skill ordinarily used by members of ENGINEER's profession practicing under the same or similar circumstances at the same time and in the same locality. ENGINEER makes no warranties, express or implied, under this Agreement or otherwise, in connection with ENGINEER's services. INSURANCE/INDEMNITY ENGINEER agrees to procure and maintain, at its expense, Workers' Compensation insurance as required by statute; Employer's Liability of $250,000; Automobile Liability insurance of $1,000,000 combined single limit for bodily injury and property damage covering all vehicles, including hired vehicles, owned and non -owned vehicles; Commercial General Liability insurance of $1,000,000 combined single limit for personal injury and property damage; and Professional Liability insurance of $1,000,000 per claim for protection against claims arising out of the performance of services under this Agreement caused by negligent acts, errors, or omissions for which ENGINEER is legally liable. If flying an Unmanned Aerial System (UAS or drone), ENGINEER will procure and maintain aircraft unmanned aerial systems insurance of $1,000,000 per occurrence. OWNER shall be made an additional insured on Commercial General and Automobile Liability insurance policies and certificates of insurance will be furnished to the OWNER. ENGINEER agrees to indemnify OWNER for third party personal injury and property damage claims to the extent caused by ENGINEER's negligent acts, errors or omissions. However, neither Party to this Agreement shall be liable to the other Party for any special, incidental, indirect, or consequential damages (including but not limited to loss of use or opportunity; loss of good will; cost of substitute facilities, goods, or services; cost of capital; and/or fines or penalties), loss of profits or revenue arising out of, resulting from, or in any way related to the Project or the Agreement from any cause or causes, including but not limited to any such damages caused by the negligence, errors or omissions, strict liability or breach of contract. The employees of both parties are intended third party beneficiaries of this waiver of consequential damages. 3. OPINIONS OF PROBABLE COST Any opinions of probable project cost or probable construction cost provided by ENGINEER are made on the basis of information available to ENGINEER and on the basis of ENGINEER's experience and qualifications, and represents its judgment as an experienced and qualified professional engineer. However, since ENGINEER has no control over the cost of labor, materials, equipment or services furnished by others, or over the contractor(s') methods of determining prices, or over competitive bidding or market conditions, ENGINEER does not guarantee that proposals, bids or actual project or construction cost will not vary from opinions of probable cost ENGINEER prepares. CONSTRUCTION PROCEDURES ENGINEER's observation or monitoring portions of the work performed under construction contracts shall not relieve the contractor from its responsibility for performing work in accordance with applicable contract documents. ENGINEER shall not control or have charge of, and shall not be responsible for, construction means, methods, techniques, sequences, procedures of construction, health or safety programs or precautions connected with the work and shall not manage, supervise, control or have charge of construction. ENGINEER shall not be responsible for the acts or omissions of the contractor or other parties on the project. ENGINEER shall be entitled to review all construction contract documents and to require that no provisions extend the duties or liabilities of ENGINEER beyond those set forth in this Agreement. OWNER agrees to include ENGINEER as an indemnified party in OWNER's construction contracts for the work, which shall protect ENGINEER to the same degree as OWNER. Further, OWNER agrees that ENGINEER shall be listed as an additional insured under the construction contractor's liability insurance policies. 5. CONTROLLING LAW This Agreement is to be governed by the law of the state where ENGINEER's services are performed. 6. SERVICES AND INFORMATION OWNER will provide all criteria and information pertaining to OWNER's requirements for the project, including design objectives and constraints, space, capacity and performance requirements, flexibility and expandability, and any budgetary limitations. OWNER will also provide copies of any OWNER -furnished Standard Details, Standard Specifications, or Standard Bidding Documents which are to be incorporated into the project. OWNER will furnish the services of soils/geotechnical engineers or other consultants that include reports and appropriate professional recommendations when such services are deemed necessary by ENGINEER. The OWNER agrees to bear full responsibility for the technical accuracy and content of OWNER -furnished documents and services. In performing professional engineering and related services hereunder, it is understood by OWNER that ENGINEER is not engaged in rendering any type of legal, insurance or accounting services, opinions or advice. Further, it is the OWNER's sole responsibility to obtain the advice of an attorney, insurance counselor or accountant to protect the OWNER's legal and financial interests. To that end, the OWNER agrees that OWNER or the OWNER's representative will examine all studies, reports, sketches, drawings, specifications, proposals and other documents, opinions or advice prepared or provided by ENGINEER, and will obtain the advice of an attorney, insurance counselor or other consultant as the OWNER deems necessary to protect the OWNER's interests before OWNER takes action or forebears to take action based upon or relying upon the services provided by ENGINEER. 7. SUCCESSORS, ASSIGNS AND BENEFICIARIES OWNER and ENGINEER, respectively, bind themselves, their partners, successors, assigns, and legal representatives to the covenants of this Agreement. Neither OWNER nor ENGINEER will assign, sublet, or transfer any interest in this Agreement or claims arising therefrom without the written consent of the other. No third party beneficiaries are intended under this Agreement. 8. RE -USE OF DOCUMENTS All documents, including all reports, drawings, specifications, computer software or other items prepared or furnished by ENGINEER pursuant to this Agreement, will be owned by the OWNER. The Engineer will retain intellectual property rights to any innovative work performed as part of the Agreement, None of the documents are intended or represented to be suitable for reuse by OWNER or others on extensions of the project or on any other project. Any reuse without written verification or adaptation by ENGINEER for the specific purpose intended will be at OWNER's sole risk and without liability or legal exposure to ENGINEER, and OWNER will defend, indemnify and hold harmless ENGINEER from all claims, damages, losses and expenses, including attorney's fees, arising or resulting therefrom. Any such verification or adaptation will (5/2023) entitle ENGINEER to further compensation at rates to be agreed upon by OWNER and ENGINEER. TERMINATION OF AGREEMENT OWNER or ENGINEER may terminate the Agreement, in whole or in part, by giving seven (7) days written notice to the other party. Where the method of payment is "lump sum," or cost reimbursement, the final invoice will include all services and expenses associated with the project up to the effective date of termination. An equitable adjustment shall also be made to provide for termination settlement costs ENGINEER incurs as a result of commitments that had become firm before termination, and for a reasonable profit for services performed. 10. SEVERABILITY If any provision of this agreement is held invalid or unenforceable, the remaining provisions shall be valid and binding upon the parties. One or more waivers by either party of any provision, term or condition shall not be construed by the other party as a waiver of any subsequent breach of the same provision, term or condition. 11. INVOICES ENGINEER will submit monthly invoices for services rendered anc OWNER will make payments to ENGINEER within thirty (30) days of OWNER's receipt of ENGINEER's invoice. ENGINEER will retain receipts for reimbursable expenses in general accordance with Internal Revenue Service rules pertaining to the support of expenditures for income tax purposes. Receipts will be available for inspection by OWNER's auditors upon request. If OWNER disputes any items in ENGINEER's invoice for any reason, including the lack of supporting documentation, OWNER may temporarily delete the disputed item and pay the remaining amount of the invoice. OWNER will promptly notify ENGINEER of the dispute and request clarification and/or correction. After any dispute has been settled, ENGINEER will include the disputed item on a subsequent, regularly scheduled invoice, or on a special invoice for the disputed item only. OWNER recognizes that late payment of invoices results in extra expenses for ENGINEER. ENGINEER retains the right to assess OWNER interest at the rate of one percent (1 %) per month, but not to exceed the maximum rate allowed by law, on invoices which are not paid within thirty (30) days from the date OWNER receives ENGINEER's invoice. In the event undisputed portions of ENGINEER's invoices are not paid when due, ENGINEER also reserves the right, after seven (7) days prior written notice, to suspend the performance of its services under this Agreement until all past due amounts have been paid in full. 12. CHANGES The parties agree that no change or modification to this Agreement, or any attachments hereto, shall have any force or effect unless the change is reduced to writing, dated, and made part of this Agreement. The execution of the change shall be authorized and signed in the same manner as this Agreement. Adjustments in the period of services and in compensation shall be in accordance with applicable paragraphs and sections of this Agreement. Any proposed fees by ENGINEER are estimates to perform the services required to complete the project as ENGINEER understands it to be defined. For those projects involving conceptual or process development services, activities often are not fully definable in the initial planning. In any event, as the project progresses, the facts developed may dictate a change in the services to be performed, which may alter the scope. ENGINEER will inform OWNER of such situations so that changes in scope and adjustments to the time of performance and compensation can be made as required. If such change, additional services, or suspension of services results in an increase or decrease in the cost of or time required for performance of the services, an equitable adjustment shall be made, and the Agreement modified accordingly. 13. CONTROLLING AGREEMENT These Terms and Conditions shall take precedence over any inconsistent or contradictory provisions contained in any proposal, contract, purchase order, requisition, notice -to -proceed, or like document. 14. EQUAL EMPLOYMENT AND NONDISCRIMINATION In connection with the services under this Agreement, ENGINEER agrees to comply with the applicable provisions of federal and state Equal Employment Opportunity for individuals based on color, religion, sex, or national origin, or disabled veteran, recently separated veteran, other protected veteran and armed forces service medal veteran status, disabilities under provisions of executive order 11246, and other employment, statutes and regulations, as stated in Title 41 Part 60 of the Code of Federal Regulations § 60-1.4 (a-f), § 60-300.5 (a-e), § 60-741 (a-e). 15. HAZARDOUS MATERIALS OWNER represents to ENGINEER that, to the best of its knowledge, no hazardous materials are present at the project site. However, in the event hazardous materials are known to be present, OWNER represents that to the best of its knowledge it has disclosed to ENGINEER the existence of all such hazardous materials, including but not limited to asbestos, PCBs, petroleum, hazardous waste, or radioactive material located at or near the project site, including type, quantity and location of such hazardous materials. It is acknowledged by both parties that ENGINEER's scope of services do not include services related in any way to hazardous materials. In the event ENGINEER or any other party encounters undisclosed hazardous materials, ENGINEER shall have the obligation to notify OWNER and, to the extent required by law or regulation, the appropriate governmental officials, and ENGINEER may, at its option and without liability for delay, consequential or any other damages to OWNER, suspend performance of services on that portion of the project affected by hazardous materials until OWNER: (i) retains appropriate specialist consultant(s) or contractor(s) to identify and, as appropriate, abate, remediate, or remove the hazardous materials; and (ii) warrants that the project site is in full compliance with all applicable laws and regulations. OWNER acknowledges that ENGINEER is performing professional services for OWNER and that ENGINEER is not and shall not be required to become an "arranger," "operator," "generator," or "transporter" of hazardous materials, as defined in the Comprehensive Environmental Response, Compensation, and Liability Act of 1990 (CERCLA), which are or may be encountered at or near the project site in connection with ENGINEER's services under this Agreement. If ENGINEER's services hereunder cannot be performed because of the existence of hazardous materials, ENGINEER shall be entitled to terminate this Agreement for cause on 30 days written notice. To the fullest extent permitted by law, OWNER shall indemnify and hold harmless ENGINEER, its officers, directors, partners, employees, and subconsultants from and against all costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals, and all court or arbitration or other dispute resolution costs) caused by, arising out of or resulting from hazardous materials, provided that (i) any such cost, loss, or damage is attributable to bodily injury, sickness, disease, or death, or injury to or destruction of tangible property (other than completed Work), including the loss of use resulting therefrom, and (ii) nothing in this paragraph shall obligate OWNER to indemnify any individual or entity from and against the consequences of that individual's or entity's sole negligence or willful misconduct. 16. EXECUTION This Agreement, including the exhibits and schedules made part hereof, constitute the entire Agreement between ENGINEER and OWNER, supersedes and controls over all prior written or oral understandings. This Agreement may be amended, supplemented Terms & Conditions for Professional Services 2 (5/2023) or modified only by a written instrument duly executed by the parties. 17. ALLOCATION OF RISK OWNER AND ENGINEER HAVE EVALUATED THE RISKS AND REWARDS ASSOCIATED WITH THIS PROJECT, INCLUDING ENGINEER'S FEE RELATIVE TO THE RISKS ASSUMED, AND AGREE TO ALLOCATE CERTAIN OF THE RISKS, SO, TO THE FULLEST EXTENT PERMITTED BY LAW, THE TOTAL AGGREGATE LIABILITY OF ENGINEER (AND ITS RELATED CORPORATIONS, SUBCONSULTANTS AND EMPLOYEES) TO OWNER AND THIRD PARTIES GRANTED RELIANCE IS LIMITED TO THE LESSER OF $1,000,000 OR ITS FEE, FOR ANY AND ALL INJURIES, DAMAGES, CLAIMS, LOSSES, OR EXPENSES (INCLUDING ATTORNEY AND EXPERT FEES) ARISING OUT OF ENGINEER'S SERVICES OR THIS AGREEMENT REGARDLESS OF CAUSE(S) OR THE THEORY OF LIABILITY, INCLUDING NEGLIGENCE, INDEMNITY, OR OTHER RECOVERY. ENGINEER'S AND SUBCONSULTANTS' EMPLOYEES ARE INTENDED THIRD PARTY BENEFICIARIES OF THIS ALLOCATION OF RISK. 18. LITIGATION SUPPORT In the event ENGINEER is required to respond to a subpoena, government inquiry or other legal process related to the services in connection with a legal or dispute resolution proceeding to which ENGINEER is not a party, OWNER shall reimburse ENGINEER for reasonable costs in responding and compensate ENGINEER at its then standard rates for reasonable time incurred in gathering information and documents and attending depositions, hearings, and trial. 19. NO THIRD PARTY BENEFICIARIES Except as otherwise provided in this Agreement, no third party beneficiaries are intended under this Agreement. In the event a reliance letter or certification is required under the scope of services, the parties agree to use a form that is mutually acceptable to both parties. 20. UTILITY LOCATION If underground sampling/testing is to be performed, a local utility locating service shall be contacted to make arrangements for all utilities to determine the location of underground utilities. In addition, OWNER shall notify ENGINEER of the presence and location of any underground utilities located on the OWNER's property which are not the responsibility of private/public utilities. ENGINEER shall take reasonable precautions to avoid damaging underground utilities that are properly marked. The OWNER agrees to waive any claim against ENGINEER and will indemnify and hold ENGINEER harmless from any claim of liability, injury or loss caused by or allegedly caused by ENGINEER's damaging of underground utilities that are not properly marked or are not called to ENGINEER's attention prior to beginning the underground sampling/testing. 21. UNMANNED AERIAL SYSTEMS If operating UAS, ENGINEER will obtain all permits or exemptions required by law to operate any UAS included in the services. ENGINEER's operators have completed the training, certifications and licensure as required by the applicable jurisdiction in which the UAS will be operated. OWNER will obtain any necessary permissions for ENGINEER to operate over private property, and assist, as necessary, with all other necessary permissions for operations. 22.OPERATIONAL TECHNOLOGY SYSTEMS OWNER agrees that the effectiveness of operational technology systems and features designed, recommended or assessed by ENGINEER (collectively "OT Systems") are dependent upon OWNER's continued operation and maintenance of the OT Systems in accordance with all standards, best practices, laws, and regulations that govern the operation and maintenance of the OT Systems. OWNER shall be solely responsible for operating and maintaining the OT Systems in accordance with applicable laws, regulations, and industry standards (e.g. ISA, NIST, etc.) and best practices, which generally include but are not limited to, cyber security policies and procedures, documentation and training requirements, continuous monitoring of assets for tampering and intrusion, periodic evaluation for asset vulnerabilities, implementation and update of appropriate technical, physical, and operational standards, and offline testing of all software/firmware patches/updates prior to placing updates into production. Additionally, OWNER recognizes and agrees that OT Systems are subject to internal and external breach, compromise, and similar incidents. Security features designed, recommended or assessed by ENGINEER are intended to reduce the likelihood that OT Systems will be compromised by such incidents. However, ENGINEER does not guarantee that OWNER's OT Systems are impenetrable and OWNER agrees to waive any claims against ENGINEER resulting from any such incidents that relate to or affect OWNER's OT Systems. 23. FORCE MAJEURE ENGINEER shall not be responsible for delays caused by factors beyond ENGINEER's reasonable control, including but not limited to delays because of strikes, lockouts, work slowdowns or stoppages, government ordered industry shutdowns, power or server outages, acts of nature, widespread infectious disease outbreaks (including, but not limited to epidemics and pandemics), failure of any governmental or other regulatory authority to act in a timely manner, failure of the OWNER to furnish timely information or approve or disapprove of ENGINEER's services or work product, or delays caused by faulty performance by the OWNER's or by contractors of any level or any other events or circumstances not within the reasonable control of the party affected, whether similar or dissimilar to any of the foregoing. When such delays beyond ENGINEER's reasonable control occur, the OWNER agrees that ENGINEER shall not be responsible for damages, nor shall ENGINEER be deemed in default of this Agreement, and the parties will negotiate an equitable adjustment to ENGINEER's schedule and/or compensation if impacted by the force majeure event or condition. 24. EMPLOYEE IMMUNITY The parties to this Agreement acknowledge that an individual employee or agent may not be held individually liable for negligence with regard to services provided under this Agreement. To the maximum extent permitted by law, the parties intend i) that this limitation on the liability of employees and agents shall include directors, officers, employees, agents and representatives of each party and of any entity for whom a party is legally responsible, and ii) that any such employee or agent identified by name in this Agreement shall not be deemed a party. Terms & Conditions for Professional Services 3 (5/2023) CITY OF 4A LOO IOWA COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Safiah Elahi, Traffic Operations Director Traffic Operations Department AGENDA ITEM TITLE MEETING DATE June 1, 2026 An ordinance amending the City of Waterloo Traffic Code by amending subsection (88) Kimball Avenue, of section 543, thru streets. RECOMMENDED COUNCIL ACTION Recommend approval. SUMMARY STATEMENT AND BACKGROUND INFORMATION That Subsection (88) Kimball Avenue Of Section 543, Thru Streets, of the City of Waterloo Traffic Code, to read as follows: (88) Kimball Avenue Reber Street to south corporate limits except for traffic signals at West Fourth Street, Mitchell Avenue, Ridgeway Avenue, Park Lane, Rachael Street, Brookeridge Drive and San Marnan Drive and four- way stops at West Third Street and Shaulis Road. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL ❑ESCRIPTION ATTACHMENTS 1. Sec 543 Thiru Streets-Kimball-2026 ORDINANCE NO. AN ORDINANCE AMENDING THE CITY OF WATERLOO TRAFFIC CODE BY AMENDING SUBSECTION (88) KIMBALL AVENUE, OF SECTION 543, THRU STREETS, AS FOLLOWS: BE IT ORDAINED by the City Council of the City of Waterloo, Iowa: That Subsection (88) Kimball Avenue Of Section 543, Thru Streets, of the City of Waterloo Traffic Code, to read as follows: (88) Kimball Avenue Reber Street to south corporate limits except for traffic signals at West Fourth Street, Mitchell Avenue, Ridgeway Avenue, Park Lane, Rachael Street, Brookeridge Drive and San Marnan Drive and four- way stops at West Third Street and Shaulis Road. PASSED AND ADOPTED by the City Council on the day of June, 2026 and approved by the Mayor this day of June, 2026. David Boesen, Mayor ATTEST: Kelley Felchle, City Clerk ORDINANCE NO. AN ORDINANCE AMENDING THE CITY OF WATERLOO TRAFFIC CODE BY AMENDING SUBSECTION (88) KIMBALL AVENUE, OF SECTION 543, THRU STREETS, AS FOLLOWS: BE IT ORDAINED by the City Council of the City of Waterloo, Iowa: That Subsection (88) Kimball Avenue Of Section 543, Thru Streets, of the City of Waterloo Traffic Code, to read as follows: (88) Kimball Avenue Reber Street to south corporate limits except for traffic signals at West Fourth Street, Mitchell Avenue, Ridgeway Avenue, Park Lane, Rachael Street, Brookeridge Drive and San Marnan Drive and four- way stops at West Third Street and Shaulis Road. PASSED AND ADOPTED by the City Council on the day of June, 2026 and approved by the Mayor this day of June, 2026. David Boesen, Mayor ATTEST: Kelley Felchle, City Clerk COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Safiah Elahi, Traffic Operations Director Traffic Operations Department June 1, 2026 AGENDA ITEM TITLE An ordinance amending the City of Waterloo Traffic Code by amending subsection (29) Kimball Avenue and Mitchell Avenue, of section 544, All-way stop intersection. RECOMMENDED COUNCIL ACTION Recommend approval SUMMARY STATEMENT AND BACKGROUND INFORMATION That Subsection (29) Kimball Avenue and Mitchell Avenue Of Section 544, All-Way Stop Intersections, of the City of Waterloo Traffic Code, to read as follows: (29) Kimball Avenue and Shaulis Road. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Sec 544, All Way Stop-Kimball and Mitchell-2026 ORDINANCE NO. ______________ AN ORDINANCE AMENDING THE CITY OF WATERLOO TRAFFIC CODE BY AMENDING SUBSECTION (29) KIMBALL AVENUE AND MITCHELL AVENUE, OF SECTION 544, ALL-WAY STOP INTERSECTIONS, AS FOLLOWS: BE IT ORDAINED by the City Council of the City of Waterloo, Iowa: That Subsection (29) Kimball Avenue and Mitchell Avenue Of Section 544, All-Way Stop Intersections, of the City of Waterloo Traffic Code, to read as follows: (29) Kimball Avenue and Shaulis Road. PASSED AND ADOPTED by the City Council on the _______ day of June, 2026 and approved by the Mayor this _______ day of June, 2026. __________________________________________ David Boesen, Mayor ATTEST: ____________________________________ Kelley Felchle, City Clerk