RFB950400-02 - Project Manual.pdf

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PROJECT 9504.00 SEALS PAGE 00 0107 - 1

SECTION 00 0107

SEALS PAGE

ARCHITECTURAL

OPN Architects, Inc.

I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly Licensed Architect under the laws of the State of Iowa.

Joe Feldmann, AIA

Signature

Registration expires June 30, 2026 Iowa Reg No. 5219

Pages or sheets covered by this seal: all Architectural Sheets listed in 00 0115 List of Drawing Sheets.

Divisions: all Architectural Sections listed in the specifications document

ELECTRICAL

KCL Engineering responsible charge. I am a duly Licensed Engineer under the laws of the

Erick Heynen, P.E.

Registration expires December 31, 2027 Iowa Reg No. P24706

Pages or sheets covered by this seal: all Electrical Sheets listed in 00 0115 List of Drawing Sheets.

Divisions: all Electrical Sections listed in the specifications document.

PROJECT 9504.00 SEALS PAGE 00 0107 - 2

MECHANICAL / PLUMBING

KCL Engineering responsible charge. I am a duly Licensed Engineer under the laws of the

Chad D. Bass, P.E.

Registration expires December 31, 2027 Iowa Reg No. 21397

Pages or sheets covered by this seal: all Mechanical & Plumbing

Sheets listed in 00 0115 List of Drawing Sheets.

Divisions: all Mechanical & Plumbing Sections listed in the specifications document.

END OF SECTION

Chad D. Bass, P.E.

9504.00 WRC Food Service Elevator Replacement

HAZARDOUS BUILDING MATERIALS

SURVEY

WRC FOOD SERVICE ELEVATOR REPLACEMENT #9504.00

34 CEDAR STREET

WOODWARD, IOWA 50276

204BS10233

PREPARED FOR:

Iowa Department of Administrative Services 109 SE 13th Street Des Moines, IA 50319

PREPARED BY:

Atlas Technical Consultants LLC 11117 Mockingbird Drive Omaha, NE 68137 June 25, 2026

Page | i

11117 Mockingbird Drive Omaha, NE 68137

(402) 697-9747 | oneatlas.com

June 25, 2026

Ms. Jennifer Kleene

Iowa Department of Administrative Services

109 SE 13th Street

Des Moines, IA 50319

Subject: Limited Hazardous Building Materials Survey

WRC Food Service Elevator Replacement #9504

34 Cedar Street

Woodward, Iowa

Atlas No: 204BS10233

Dear Ms. Kleene:

Atlas Technical Consultants LLC (Atlas) is pleased to submit the attached Limited Hazardous

Building Materials Survey Report conducted at the above-referenced site. This report includes procedures, methodologies and analytical laboratory results.

Atlas appreciates the opportunity to perform these services for the Iowa Department of

Administrative Services (IDAS) and we look forward to working with you in the future. If you need any assistance with the implementation of the recommendations contained in this report, please feel free to contact the us and we will respond promptly to your needs.

Respectfully submitted, Atlas Technical Consultants LLC

Chris Nicolet Phillip Thomas, OHST, CHMM Iowa Asbestos Inspector Sr. Project Manager

Atlas No. 204BS10233 Page | ii

T A B L E O F C O N T E N T S

LETTER OF TRANSMITTAL .................................................................................... i

1.0 SCOPE OF SERVICES

2.0 GENERAL SITE CONDITIONS

3.0 ASBESTOS SURVEY

3.1 Regulation Review

3.2 Homogeneous Areas

3.3 Sampling Strategy

3.4 Laboratory Analytical Results

3.5 Suspect Asbestos-Containing Materials

3.5 Asbestos-Containing Materials

4.0 LEAD PAINT TESTING

4.1 Regulation Review

4.2 Summary of Findings

5.0 HAZARDOUS BUILDING MATERIALS

6.0 CONCLUSIONS

6.1 Asbestos

6.2 Lead

6.3 Hazardous Materials

7.0 LIMITATIONS

APPENDICES

APPENDIX A: Laboratory Analytical Report

APPENDIX B: Lead Analytical Report and Chain of Custody

APPENDIX C: Drawings with Sample Locations

APPENDIX D: Photo log of Asbestos Containing Materials

APPENDIX E: Staff and Company Accreditations

Page | 1

Limited Hazardous Building Materials Survey

WRC Food Service Elevator Replacement #9504.00 34 Cedar Street Woodward, Iowa

Atlas No.: 204BS10233

1.0 SCOPE OF SERVICES

The purpose of this project was to perform a Limited Hazardous Building Materials (HBM) Survey of the above-referenced property prior to proposed renovation and demolition activities.

2.0 GENERAL SITE CONDITIONS

The survey was conducted at the Woodward Resource Center Food Service Building – WRC Food Service Elevator Replacement Project #9504.00 located at 34 Cedar Street in Woodward, Iowa. The survey area was limited to interior materials that will be disturbed as part of planned elevator replacement activities.

3.0 ASBESTOS SURVEY

On June 16, 2026, the elevator, associated piping and surrounding rooms around the WRC Food Service Elevator Replacement Project #9504 were inspected for ACM by inspector Mr. Chris Nicolet of Atlas. Mr.

Nicolet has completed the requisite training for asbestos accreditation as an inspector at a state-approved training provider under TSCA Title II. Mr. Thomas’ State of Iowa Inspector number is 26-14231.

Atlas conducted an asbestos survey of the identified building as required by United States Environmental Protection Agency (USEPA) regulation 40 Code of Federal Regulations (CFR) Part 61, the asbestos National Emissions Standards for Hazardous Air Pollutants (NESHAP) and applicable state and local regulations. The purpose of the inspection was to identify, sample, quantify and assess suspect ACM in locations that may be disturbed as part of planned renovation and demolition activities.

The survey was limited to suspect materials that might be disturbed during planned renovation or demolition activities. Materials that were hidden, not accessible, or when sampled would damage the integrity of the structure, were not sampled as part of this limited survey. Materials visibly identified as non-asbestos (fibrous glass, foam rubber, wood, etc.) were not sampled. The asbestos survey consisted of three basic steps: 1) a visual inspection of the proposed site; 2) a determination of homogeneous areas with suspect surfacing, thermal system insulation, and miscellaneous materials; and 3) sampling accessible, friable and non-friable, suspect materials.

3.1 Regulation Review

In Iowa, asbestos activities are regulated by the Iowa Department of Natural Resources (IDNR) and Iowa Workforce Development (IWD), Division of Labor. IDNR regulates asbestos fiber emissions under Iowa

Administrative Code 567 Chapter 23 (IAC 567−23) and asbestos-containing waste disposal under IAC

567−109. IWD regulates occupational exposure to asbestos under IAC 875−10 and asbestos removal and encapsulation activities under IAC 875−155.

IAC 567−23.1(3) adopts the USEPA asbestos NESHAP (40 CFR Part 61, Subpart M) by reference. Subpart M regulates asbestos fiber emissions and asbestos waste disposal practices. It also requires the identification

Page | 2 and classification of existing building materials prior to demolition or renovation activity. Under NESHAP, asbestos-containing building materials are classified as friable, Category I nonfriable, or Category II nonfriable ACM. Friable materials are those that, when dry, may be crumbled, pulverized, or reduced to powder by hand pressure. Category I nonfriable ACM includes packings, gaskets, resilient floor coverings, and asphalt roofing products containing more than 1% asbestos. Category II nonfriable ACM are any materials other than Category I materials that contain more than 1% asbestos.

Regulated ACM (RACM) must be removed before renovation or demolition activities that will disturb the materials. RACM includes:

• Friable ACM;

• Category I nonfriable ACM that has become friable or will be subjected to drilling, sanding, grinding, cutting, or abrading; and

• Category II nonfriable ACM that could be crumbled, pulverized, or reduced to powder during renovation or demolition activities.

The owner or operator must provide the IDNR and IWD with written notification of planned removal activities at least 10 working days prior to the commencement of asbestos abatement activities. Removal of RACM must be conducted by an Iowa-permitted asbestos abatement contractor.

IAC 875−155 Asbestos Removal and Encapsulation requires that any asbestos-related activity conducted in a public building be performed by personnel licensed or permitted by the IWD. Inspections for ACM must be conducted by IWD-licensed inspectors. Asbestos abatement must be performed by IWD-permitted asbestos abatement contractors. Management plans developed for the in-place management of asbestos-containing materials must be developed by an IWD-licensed management planner. When an abatement project design is prepared, it must be prepared by an IWD-licensed project designer.

IAC 875−10 adopts the Occupational Safety and Health Administration (OSHA) Asbestos standard for construction (29 CFR 1926.1101) by reference. The OSHA standard requires that employee exposure to airborne asbestos fibers be maintained below the permissible exposure limits (PEL) of 0.1 asbestos fibers per cubic centimeter (0.1 f/cc) of air as an 8-hour time-weighted average and 1.0 f/cc as a 30-minute excursion.

The OSHA standard classifies construction and maintenance activities that could disturb ACM and specifies work practices and precautions that employers must follow when engaging in each class of regulated work.

3.2 Homogeneous Areas

Prior to sampling, homogeneous areas were identified in order to facilitate a sampling strategy. A homogeneous sampling area can be described as one or more areas with suspect material similar in appearance and texture that have the same installation date and function. The actual number of samples collected from each homogeneous sampling area may vary, dependent upon material type and the professional judgment of the inspector.

3.3 Sampling Strategy

The sampling strategy incorporated the asbestos hazard emergency response act (AHERA) sampling requirements, estimated quantities of suspect ACM, and the inspector’s judgment to aid in the identification of suspect ACM. If the analytical results indicated that all the samples collected per homogeneous area did not contain asbestos, then the homogeneous area (material) was considered non-asbestos-containing. However, if the analytical results of one or more of the samples collected per homogeneous area indicated that asbestos was present in quantities greater than one percent asbestos (as defined by USEPA), all of the homogeneous area (material) was treated as an ACM regardless of any other analytical results. Materials which were visually determined to be non-asbestos (i.e. fibrous glass, foam rubber, etc.) by the accredited inspector were not

Page | 3 required to be sampled. Actual collection of a bulk asbestos sample involves physically removing a small piece of material and placing it in an airtight sample container. Sample containers were marked with a unique identification number, which was documented in the field notes.

3.4 Laboratory Analytical Results

A total of seven samples were collected from building materials suspected of containing asbestos. The samples were submitted under chain of custody to EMSL Analytical, Inc. (EMSL) located at 200 Route 130 North in Cinnaminson, New Jersey for analysis by polarized light microscopy (PLM) with dispersion staining techniques per the USEPA Method for the Determination of Asbestos in Bulk Building Materials (600/R-93- 116). The laboratory separated multi-layered materials into individual layers and analyzed a total of eight individual layers. The percentage of asbestos, if applicable, was established by microscopic visual estimation. EMSL is an accredited laboratory by the National Voluntary Laboratory Accreditation Plan (NVLAP) No. 101048-0. Any material that contains greater than one percent (>1%) asbestos is considered an ACM and must be handled according to Occupational Safety and Health Administration (OSHA), USEPA, and all applicable state and local regulations

Details of sample analysis are included in Appendix A, which contains a listing of all analyzed samples, sample locations, and analytical results relating to the site. Asbestos analytical results are reported as percentage and type. Other common non-asbestos components may also be noted in the analytical report.

3.5 Suspect Asbestos-Containing Materials

A summary of the suspect ACM sampled can be found in Table 1 below:

Table 1: Suspect Asbestos-Containing Materials

Sample Number Material Location

A-1 TSI Insulation – Pipe Elbow Basement Elevator Mechanical Room

A-2 TSI Insulation – White Sealant Basement Elevator Mechanical Room

A-3 Red Fire Caulk Basement Elevator Mechanical Room

A-4 Drywall Basement Elevator Mechanical Room

A-5 Drywall Elevator Shaft - Ceiling

A-6 Drywall Mud Elevator Shaft - Ceiling

A-7-Insulation TSI Insulation – Pipe Run 1st Floor – Janitor Closet

A-7-Wrap TSI Wrap – Pipe Run 1st Floor – Janitor Closet

3.5 Asbestos-Containing Materials

The following table is a summary of the suspect asbestos-containing materials that have been determined, through laboratory analysis, to contain asbestos in concentrations >1%:

Page | 4

Table 2: Asbestos-Containing Materials

Sample Number Material Location

Approx.

Quantity

Asbestos Content

No Asbestos Containing Materials were Identified

SF = Square Feet; LF = Linear Feet; MF = Mechanical Fittings

4.0 LEAD PAINT TESTING

Atlas collected paint chip samples from representative surface coatings that may be impacted by renovation/demolition activities.

Surface coatings that were collected were considered to be representative of materials in a homogeneous area if:

1. They exhibited similar physical characteristics (suspect materials alike in appearance, substrate, color, and time of application were tested as homogenous areas)

2. The application of the tested surface could be associated to an application of an unsampled surface.

Atlas collected and submitted a total of four paint chip samples from surface coatings. The samples were submitted to EMSL of Cinnaminson, New Jersey, under proper chain of custody for analysis by Lead in

Paint Chips by Flame AAS (SW 846 3050B/7000B). EMSL is accredited under the American Industrial

Hygiene Association-Laboratory Accreditation Program (AIHA-LAP, LLC) (AIHA-LAP; lab code 100194).

A copy of the analytical results and chain of custody can be found in Appendix B.

The USEPA has defined LBP as “paint or other surface coatings that contain lead in excess of 0.5 percent by weight (>0.5%)”. Results less than 0.5% by weight indicate that lead is not present at or above the USEPA regulatory level; however, lead was present in lower concentrations above the laboratory detection limit in other surfaces tested and these are classified as lead-containing paint (LCP). Negative results do not mean that lead is not present.

4.1 Regulation Review

The disturbance and disposal of materials with surface coatings that contain lead paint are regulated by the USEPA, OSHA and the State of Iowa. The Resource Conservation and Recovery Act (RCRA) provides the USEPA with the authority to regulate the waste status of demolition or renovation debris, including lead-containing materials. Specific notification and testing requirements must be addressed prior to transporting, treating, storing, or disposing of hazardous wastes.

Construction work covered by 29 CFR 1926.62 includes any repair, renovation or other activities that disturb in-place, lead-containing materials, but does not include routine cleaning and repainting where there is insignificant damage, wear or corrosion of existing lead-containing coatings or substrates. Unless adequately protected, employee exposures to lead must not exceed airborne concentrations >50 micrograms per cubic meter (g/m3) averaged over an 8-hour period.

Occupational exposure to lead occurring in the course of construction work, including maintenance activities, painting, alteration and repairs is subject to the OSHA Lead standard (29 CFR 1926.62). The lead standard applies to any detectable concentration of lead in paint, as even small concentrations of lead

Page | 5 can result in unacceptable employee exposures depending upon the method of removal and other workplace conditions.

The disposal of lead-based paint waste, as well as paint waste containing other heavy metals, is regulated by the USEPA and State of Iowa. Wastes generated by industrial businesses, commercial businesses, and government institutions are subject to regulation. Commercial business owners and removal contractors are required to determine if paint waste generated from nonresidential structures (such as public and commercial buildings, warehouses, bridges, water towers, and transmission towers) contains heavy metals that would cause the debris to be considered a hazardous waste. Disposal options and applicable management requirements for collected debris will be based upon whether the waste stream is considered a hazardous waste and the amount of debris generated. Removal contractors and building owners need to include these factors when preparing and responding to bid specifications. Specific notification and testing requirements must be addressed prior to transporting, treating, storing, or disposing of hazardous wastes.

Lead-containing wastes are considered hazardous waste under RCRA if Toxicity Characteristic Leachate Procedure (TCLP) results exceed 5 milligrams per liter (mg/L). The USEPA has made exceptions for the handling and disposal of lead wastes generated from residential housing.

Specific notification and testing requirements must be addressed prior to transporting, treating, storing, or disposing of hazardous wastes. Lead-containing wastes are considered hazardous waste under RCRA if Toxicity Characteristic Leachate Procedure (TCLP) results exceed 5 milligrams per liter (mg/L). The USEPA has made exceptions for the handling and disposal of lead wastes generated from residential housing.

The above overview is not intended to be inclusive of all potentially pertinent regulatory information. The relevant USEPA, OSHA and State of Iowa regulations should be consulted prior to undertaking activities involving the demolition, renovation or maintenance of surface coatings that contain lead.

4.2 Summary of Findings

The following suspect surface coatings were collected as part of the survey:

bolded = lead-based paint

If surface coatings are identified to contain concentrations of lead above regulatory levels, they should be removed, controlled and/or disposed of in accordance with federal, state, and local regulations, prior to disturbance.

This evaluation report can help the Owner develop a plan for renovating the building by having concentrations of lead in the paint identified. It is our understanding that the information in this report will be provided to the contractors so that appropriate precautions can be made to minimize worker exposure

Table 4: Lead Paint Summary

Sample Number

Sample Location

Representative Substrate Paint Color

Lead Concentration (% by weight)

L-1 Elevator Shaft – Rails Metal Black 0.16%

L-2 Elevator Shaft - Door Metal Brown 0.18%

L-3 Elevator Equipment Room Drywall White <0.0064%

L-4 Basement, Food Storage Duct

Work Metal White 0.12%

Page | 6 to lead. If surface coatings with lead containing paint are handled improperly, exposure could occur to workers and future occupants of the facility.

5.0 HAZARDOUS BUILDING MATERIALS

Atlas completed a visual inspection of areas throughout the intended work areas in an attempt to identify hazardous wastes or universal wastes that may be impacted by planned renovation activities. The survey included a visual inspection of: light fixtures and other equipment for the presence of polychlorinated biphenyls (PCB); light bulbs, thermostats, switches, and other equipment for the presence of mercury;

chlorofluorocarbons (CFC) and hydrochlorofluorocarbons (HCFC) refrigerants, batteries, and devices with potential radioactive materials.

Table 4: Hazardous Building Materials

Category Material Estimated Quantity

Batteries

Lead Acid NA

Nickel Cadmium NA

Lithium-Ion NA

Emergency Exit Sign NA

Mercury

Thermostat NA

Fluorescent Light Tube 4

High Intensity Discharge Bulb NA

Emergency Strobe NA

RCRA Metals

LED Light Fixture (single bulb) 2

LED Light Fixture (2’ x 2’ light fixture) NA

LED Light Fixture (2’ x 4’ light fixture) NA

Poly-Chlorinated Biphenyl (PCB) Light Ballast NA

Transformer NA

Low Level Radioactive Sources (LLR) Tritium Exit Sign NA

Smoke Detector NA

Chlorofluorocarbons (CFC) or Hydro Chlorofluorocarbons (HCFC)

Air Conditioner (AC) NA

Refrigerator/Cooler NA

Freezer NA

Water Fountain NA

Other Fire Extinguisher 1

Page | 7

6.0 CONCLUSIONS

6.1 Asbestos

No asbestos containing materials were identified as part of the limited survey.

6.2 Lead

Lead was identified above the laboratory detection limit but not in excess of the USEPA level in three of the four surface coatings tested.

6.3 Hazardous Materials

If any of the hazardous materials or universal wastes identified in Table 4 above are to be impacted as part of the renovation contractor’s scope of work, they shall be collected and disposed of according to the USEPA Toxic Substances Control Act (TSCA) and the State of Iowa regulations.

7.0 LIMITATIONS

The results, findings, conclusions, and recommendations expressed in this report are based solely on conditions noted during June 16, 2026, Atlas inspection of the WRC Food Service Elevator Replacement Project #9504.00 located at 34 Cedar Street in Woodward, Iowa.

Although Atlas performed limited destructive sampling to access suspect ACM, additional suspect but unsampled materials could be located under existing building materials, in isolated areas or in other concealed areas. Therefore, if suspect materials are encountered during renovation/demolition activities that do not appear to have been characterized as non-ACM, samples should be collected and analyzed prior to disturbing these materials or the materials can be assumed to be ACM and abated accordingly.

Atlas’s selection of sample locations and frequency of sampling was based on the inspector’s assumption that like materials in the same area are homogeneous in content.

The report is designed to aid the building owner, architect, construction manager, general contractor, and potential asbestos and lead abatement contractor(s) in locating ACM and lead containing surface coatings.

Under no circumstances is the report to be utilized as a bidding document or as a project specification document since it does not have all the components required to serve as an Project Design or an Abatement Work plan.

Our professional services have been performed, our findings obtained, and our conclusions and recommendations prepared in accordance with customary principles and practices in the fields of environmental science and engineering. This statement is in lieu of other statements either expressed or implied. This report does not warrant against future operations or conditions, nor does it warrant against operations or conditions present of a type or at a location not investigated.

This report is intended for the sole use of the IDAS. 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 or the findings, conclusions, or recommendations is at the risk of said user.

APPENDIX A

ASBESTOS ANALYTICAL REPORT AND

CHAIN OF CUSTODY

EMSL Analytical, Inc.

200 Route 130 North Cinnaminson, NJ 08077

Tel/Fax: (800) 220-3675 / (856) 786-5974 http://www.EMSL.com / cinnasblab@EMSL.com

042612167EMSL Order:

Customer ID: ATC55

Customer PO:

Project ID:

Attention: Phone:Chris Nicolet (402) 697-9747

Fax:Atlas Technical (402) 597-8532

Received Date:11117 Mockingbird Drive 06/18/2026 9:50 AM

Analysis Date:Omaha, NE 68137 06/19/2026

Collected Date: 06/16/2026

Project: 204BS10233 - WRC Food Service Elevator Replacement #9504.00

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

Non-Asbestos Asbestos

% Type

A-1

042612167-0001

None DetectedNon-fibrous (Other)25%Cellulose

Min. Wool

15%

60%

Tan

Fibrous

Heterogeneous

Basement Elevator

Mechanical - Pipe

Insulation - Elbow

Result includes a small amount of inseparable attached material

A-2

042612167-0002

None DetectedNon-fibrous (Other)60%Cellulose

Glass

25%

15%

Tan/White/Yellow

Fibrous

Heterogeneous

Basement Elevator

Mechanical - Pipe

Insulation Sealant -

White

Result includes a small amount of inseparable attached material

A-3

042612167-0003

None DetectedNon-fibrous (Other)88%Glass12%Red

Fibrous

Homogeneous

Basement Elevator

Mechanical - Red Fire

Caulk - Around

Drywall Ceiling

A-4

042612167-0004

None DetectedGypsum

Non-fibrous (Other)

65%

20%

Cellulose

Glass

12%

3%

Brown/White

Fibrous

Homogeneous

Basement Elevator

Mechanical - Drywall

Ceiling

A-5

042612167-0005

None DetectedGypsum

Non-fibrous (Other)

60%

25%

Cellulose

Glass

12%

3%

Brown/White

Fibrous

Homogeneous

Ceiling of Elevator

Shaft - Drywall

A-6

042612167-0006

None DetectedCa Carbonate

Non-fibrous (Other)

60%

40%

White

Non-Fibrous

Homogeneous

Ceiling of Elevator

Shaft - Drywall Mud

A-7-Insulation

042612167-0007

None DetectedNon-fibrous (Other)5%Glass95%Yellow

Fibrous

Homogeneous

Janitor Closet - Pipe

Insulation

A-7-Wrap

042612167-0007A

None DetectedNon-fibrous (Other)60%Cellulose

Glass

25%

15%

Brown/Tan/Silver

Fibrous

Homogeneous

Janitor Closet - Pipe

Wrap

Analyst(s)

Russell Hayden (8) Samantha Sweeney, 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. Cinnaminson, NJ NVLAP Lab Code 101048-0, AIHA LAP, LLC-IHLAP Lab 100194, PA ID# 68-00367, LA #04127

Initial report from: 06/19/2026 09:31:57

Page 1 of 1ASB_PLM_0008_0002 - 2.31 Printed: 6/19/2026 9:31 AM

OrderID: 042612167

OrderID: 042612167

APPENDIX B

LEAD ANALYTICAL REPORT AND CHAIN OF CUSTODY

Project Name:

Customer PO:

EMSL Sales Rep:

Reported:

EMSL Analytical, Inc.

200 Route 130, Cinnaminson, NJ, 08077

Telephone: 856-858-4800 Fax:cs@emsl.com www.emsl.com

Attention:

Received: 06/18/2026 10:00

06/23/2026 18:59

Anthony DeRosa

EMSL Order ID: 012625061

LIMS Reference ID: AE25061

EMSL Customer ID: ATC55

204BS10233 - WRC Food Service Elevator

Replacement 9504 Chris Nicolet

Atlas Technical [ATC55]

11117 Mockingbird Drive

Omaha, NE 68137

(402) 697-9747 christopher.nicolet@oneatlas.com

Analytical Results

Analyte Results RL Q DF Analysis Date

& AnalystWeight

Prep Date

& Tech

Analytical

MethodPrep Method

Client Sample ID: L-1/Basement/Elevator Shuts-Metal Rails Near Elevator (Black Metal) Date Sampled: 06/16/26

Matrix: Chips LIMS Reference ID: AE25061-01

1Lead 06/19/26 TMC 06/23/26 PMx0.16 % wt 0.026 % wt SW846-7000B0.0617 g SW-846 3050B

Client Sample ID: L-2/Basement Elevator Door-Elevator Door + Frame (Brown Metal) Date Sampled: 06/16/26

Matrix: Chips LIMS Reference ID: AE25061-02

1Lead 06/19/26 TMC 06/23/26 PMx0.18 % wt 0.012 % wt SW846-7000B0.1286 g SW-846 3050B

Client Sample ID: L-3/Basement Elevator Equipment Room-Drywall Ceiling (White Drywall) Date Sampled: 06/16/26

Matrix: Chips LIMS Reference ID: AE25061-03

1Lead 06/19/26 TMC 06/23/26 PMx<0.0064 % wt 0.0064 % wt SW846-7000B0.2894 g SW-846 3050B

Client Sample ID: L-4/Basement Staircase Outside Equipment Room-Duct Work (White Metal) Date Sampled: 06/16/26

Matrix: Chips LIMS Reference ID: AE25061-04

1Lead 06/19/26 TMC 06/23/26 PMx0.12 % wt 0.019 % wt SW846-7000B0.0831 g SW-846 3050B

[TOC_1]Sample Results[TOC]

Page 1 of 4Page 1 of 5

EMSL Sales Rep:

Reported:

EMSL Analytical, Inc.

200 Route 130, Cinnaminson, NJ, 08077

Telephone: 856-858-4800 Fax:cs@emsl.com www.emsl.com

Attention:

Received: 06/18/2026 10:00

06/23/2026 18:59

Anthony DeRosa

EMSL Order ID: 012625061

LIMS Reference ID: AE25061

EMSL Customer ID: ATC55

204BS10233 - WRC Food Service Elevator

Replacement 9504 Chris Nicolet

Atlas Technical [ATC55]

11117 Mockingbird Drive

Omaha, NE 68137

(402) 697-9747 christopher.nicolet@oneatlas.com

CertificationsAnalyte

Certified Analyses included in this Report

SW846-7000B in Chips

AIHA LAPLead

[TOC_1]Certified

Analyses[TOC]

List of Certifications

Code Description Number Expires

NJDEP 03036New Jersey Department of Environmental Protection 06/30/2026

AIHA LAP 100194American Industrial Hygiene Association (AIHA LAP, LLC) 04/01/2027

NYSDOH 10872New York State Department of Health ELAP 04/01/2027

California ELAP 1877California Water Boards 06/30/2026

A2LA 2845.01A2LA Environmental Certificate 07/31/2026

21-A2LA 2845.15A2LA Food Chem/Mat Sci 07/31/2026

PADEP 68-00367Pennsylvania Department of Environmental Protection 11/30/2026

MADEP M-NJ337Massachusetts Department of Environmental Protection 06/30/2026

CTDPH PH-0270Connecticut Department of Public Health 06/30/2026

Please see the specific Field of Testing (FOT) on www.emsl.com <http://www.emsl.com> for a complete listing of parameters for which EMSL is certified.

[TOC_1]Certifications[TOC]

Notes and Definitions

Item Definition

D Analyte was reported from a dilution run.

Pb2 The MS recovery for Lead was outside of the method control limits due to matrix bias.

(Dig) For metals analysis, sample was digested.

[2C] Reported from the second channel in dual column analysis.

DA Direct Analysis

DF Dilution Factor

MDL Method Detection Limit.

ND Analyte was NOT DETECTED at or above the reporting limit, or the mdl if provided.

NR Spike/Surrogate showed no recovery.

Q Qualifier

RCS Respirable Crystalline Silica

RL Reporting Limit

For paint chips, the RL is 0.0064% by wt. (equiv. to 64 mg/kg, or ppm) based upon a minimum sample weight of 0.25 grams.

For soils, the RL is 32 mg/kg (ppm) based upon a minimum sample weight of 0.5 grams.

For dust wipes, the RL is 8 µg/wipe; reporting units of µg/sq. ft. are not validated by the lab based upon data provided by non-lab personnel.

Wet Sample is not dry weight corrected.

[TOC_1]Qualifiers, Definitions and Disclaimer[TOC]

Page 2 of 4Page 2 of 5

EMSL Sales Rep:

Reported:

EMSL Analytical, Inc.

200 Route 130, Cinnaminson, NJ, 08077

Telephone: 856-858-4800 Fax:cs@emsl.com www.emsl.com

Attention:

Received: 06/18/2026 10:00

06/23/2026 18:59

Anthony DeRosa

EMSL Order ID: 012625061

LIMS Reference ID: AE25061

EMSL Customer ID: ATC55

204BS10233 - WRC Food Service Elevator

Replacement 9504 Chris Nicolet

Atlas Technical [ATC55]

11117 Mockingbird Drive

Omaha, NE 68137

(402) 697-9747 christopher.nicolet@oneatlas.com

Measurement of uncertainty and any applicable definitions of method modifications are available upon request. Per EPA NLLAP policy, sample results are not blank corrected.

Owen McKenna Laboratory Manager or other approved signatory

Analysis following EMSL SOP for the Determination of Environmental Lead by FLAA. The laboratory has a reporting limit of 0.0064% by wt., based upon a minimum sample weight of

0.25g submitted to the lab, and is not responsible for any result or reporting limit provided in mg/cm2 since it is dependent upon an area value provided by non-lab personnel. A "<" (less than) result signifies that the analyte was not detected at or above the reporting limit. Measurement of uncertainty and definitions of modifications are available upon request. Results in this report are not blank corrected unless specified.

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.

QC sample results are within quality control criteria and met method specifications unless otherwise noted. All results for soil samples are reported on a dry weight basis, unless otherwise noted.

[TOC_1]Chain of Custody

Images[TOC]

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APPENDIX C

DRAWINGS WITH SAMPLE LOCATIONS

Project No. 204BS10233 Date: June 24, 2026

Asbestos and Lead Paint Sample Locations

Project Manager: Phillip Thomas Woodward Resource Center – Food Service Elevator

34 Cedar Loop Woodward, Iowa 50276

Name: WRC Food Service Elevator Replacement Project 9504.00 11117 Mockingbird Drive Omaha, NE 68137

PH. (402) 697-9747

X-XX = Asbestos Sample Location

X-XX = Lead Paint Sample Location

A-5,6

A-7-Insulation

A-7-Wrap

L-1

A-1,2,3,4, L-3

L-2

L-4

APPENDIX D

PHOTO LOG OF ASBESTOS CONTAINING MATERIALS

Asbestos and Lead-based Paint Containing Photo Log WRC Food Service Replacement Project #9504 Woodward, IA Date Taken: June 16, 2026 Atlas Project No. 204BS10233

Photo #1 Bottom of Food Service Elevator Photo #2 Equipment at Bottom of Elevator Shaft

APPENDIX E

STAFF AND COMPANY ACCREDITATIONS

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PROJECT 9504.00 DEMOLITION 02 4100 - 1

SECTION 02 4100

DEMOLITION

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Building demolition excluding removal of hazardous materials and toxic substances.

B. Selective demolition of building elements for alteration purposes.

1.02 RELATED REQUIREMENTS

A. Section 01 1000 - Summary: Limitations on Contractor's use of site and premises.

B. Section 01 1000 - Summary: Description of items to be salvaged or removed for re-use by Contractor.

C. Section 01 5000 - Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal.

D. Section 01 6000 - Product Requirements: Handling and storage of items removed for salvage and relocation.

E. Section 01 7000 - Execution and Closeout Requirements: Project conditions; protection of bench marks, survey control points, and existing construction to remain; reinstallation of removed products; temporary bracing and shoring.

1.03 REFERENCE STANDARDS

A. 29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition.

1.04 SUBMITTALS

A. See Section 01 3300 - Administrative Requirements, for submittal procedures.

B. Site Plan: Showing:

1. Areas for temporary and permanent placement of removed materials.

C. Demolition Plan: Submit demolition plan as specified by OSHA and local authorities.

1. Indicate extent of demolition, removal sequence, bracing and shoring, and location and construction of barricades and fences.

2. Identify demolition firm and submit qualifications.

3. Include a summary of safety procedures.

D. Project Record Documents: Accurately record actual locations of capped and active utilities and subsurface construction.

PART 2 PRODUCTS -- NOT USED

PART 3 EXECUTION

3.01 SCOPE

A. Remove portions of existing building as required to accomplish new work.

B. Remove other items indicated, for salvage, relocation, and recycling.

3.02 GENERAL PROCEDURES AND PROJECT CONDITIONS

A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public.

1. Obtain required permits.

2. Comply with applicable requirements of NFPA 241.

3. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures.

4. Provide, erect, and maintain temporary barriers and security devices.

5. Use physical barriers to prevent access to areas that could be hazardous to workers or the public.

PROJECT 9504.00 DEMOLITION 02 4100 - 2

6. Conduct operations to minimize effects on and interference with adjacent structures and occupants.

7. Do not close or obstruct roadways or sidewalks without permit.

8. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations.

9. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property.

B. Do not begin removal until receipt of notification to proceed from Owner.

C. Protect existing structures and other elements that are not to be removed.

1. Provide bracing and shoring.

2. Prevent movement or settlement of adjacent structures.

3. Stop work immediately if adjacent structures appear to be in danger.

D. If hazardous materials are discovered during removal operations, stop work and notify Architect and Owner; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury.

3.03 EXISTING UTILITIES

A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits.

B. Protect existing utilities to remain from damage.

C. Do not disrupt public utilities without permit from authority having jurisdiction.

D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to Owner.

E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to Owner.

F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary.

G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities.

3.04 SELECTIVE DEMOLITION FOR ALTERATIONS

A. Drawings showing existing construction and utilities are based on casual field observation only.

1. Verify that construction and utility arrangements are as indicated.

2. Report discrepancies to Architect before disturbing existing installation.

3. Beginning of demolition work constitutes acceptance of existing conditions that would be apparent upon examination prior to starting demolition.

B. Remove existing work as indicated and as required to accomplish new work.

1. Remove items indicated on drawings.

C. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, and Telecommunications): Remove existing systems and equipment as indicated.

1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components.

2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service.

3. Verify that abandoned services serve only abandoned facilities before removal.

4. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification.

PROJECT 9504.00 DEMOLITION 02 4100 - 3

D. Protect existing work to remain.

1. Prevent movement of structure; provide shoring and bracing if necessary.

2. Perform cutting to accomplish removals neatly and as specified for cutting new work.

3. Repair adjacent construction and finishes damaged during removal work.

4. Patch as specified for patching new work.

3.05 DEBRIS AND WASTE REMOVAL

A. Remove debris, junk, and trash from site.

B. Leave site in clean condition, ready for subsequent work.

C. Clean up spillage and wind-blown debris from public and private lands.

END OF SECTION 02 4100

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PROJECT 9504.00 MAINTENANCE OF CONCRETE 03 0100 - 1

SECTION 03 0100

MAINTENANCE OF CONCRETE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Cleaning of existing concrete surfaces.

B. Resurfacing of concrete surfaces having spalled areas and other damage.

1.02 REFERENCE STANDARDS

A. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2018.

B. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; 2016b.

C. ASTM C404 - Standard Specification for Aggregates for Masonry Grout; 2018.

D. ICRI 310.2R - Selecting and Specifying Concrete Surface Preparation; 2013.

1.03 SUBMITTALS

A. See Section 01 3300 - Administrative Requirements, for submittal procedures.

B. Product Data: Indicate product standards, physical and chemical characteristics, technical specifications, limitations, maintenance instructions, and general recommendations regarding each material.

1.04 DELIVERY, STORAGE, AND HANDLING

A. Comply with manufacturers' instructions for storage, shelf life limitations, and handling of products.

PART 2 PRODUCTS

2.01 CLEANING MATERIALS

A. Detergent: Non-ionic detergent.

2.02 CEMENTITIOUS PATCHING AND REPAIR MATERIALS

A. Manufacturers:

1. Adhesives Technology Corporation: www.atcepoxy.com/#sle.

2. ARDEX Engineered Cements: www.ardexamericas.com/#sle.

3. Dayton Superior Corporation: www.daytonsuperior.com/#sle.

4. Euclid Chemical Company: www.euclidchemical.com/#sle.

5. Kaufman Products Inc: www.kaufmanproducts.net/#sle.

6. Master Builders Solutions: www.master-builders-solutions.com/en-us/#sle.

7. The QUIKRETE Companies: www.quikrete.com/#sle.

8. SpecChem, LLC: www.specchemllc.com/#sle.

9. Stauf USA LLC: www.staufusa.com/#sle.

10. W. R. Meadows, Inc: www.wrmeadows.com/#sle.

11. Substitutions: See Section 01 6000 - Product Requirements.

B. Cementitious Repair Mortar, Trowel Grade: One- or two-component, factory-mixed, polymer-modified cementitious mortar.

1. Mixed with water or latex type bonding agent in proportions as recommended by manufacturer.

C. Pre-Blended Concrete Mix for Small Projects: Construction-grade Portland cement uniformly blended with aggregates and other approved concrete ingredients, requiring only the addition of water.

1. Compressive Strength: 4000 pounds per square inch, minimum, at 28 days, when tested in accordance with ASTM C39/C39M.

PROJECT 9504.00 MAINTENANCE OF CONCRETE 03 0100 - 2

2.03 ACCESSORIES

A. Portland Cement: ASTM C150/C150M, Type I, grey.

B. Sand: ASTM C33/C33M or ASTM C404; uniformly graded, clean.

C. Water: Clean and potable.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that surfaces are ready to receive work.

B. Beginning of installation means acceptance of substrate.

3.02 PREPARATION

A. Prepare concrete surfaces to be repaired according to ICRI 310.2R.

3.03 CLEANING EXISTING CONCRETE

A. Clean concrete surfaces of dirt or other contamination using the gentlest method that is effective.

1. Try the gentlest method first, then, if not clean enough, use a less gentle method taking care to watch for impending damage.

2. Clean out cracks and voids using same methods.

B. The following are acceptable cleaning methods, in order from gentlest to less gentle:

1. Water washing using low-pressure, maximum of 100 psi, and, if necessary, brushes with natural or synthetic bristles.

2. Increasing the water washing pressure to maximum of 400 psi.

3. Adding detergent to washing water; with final water rinse to remove residual detergent.

4. Steam-generated low-pressure hot-water washing.

3.04 CONCRETE SURFACE REPAIR USING CEMENTITIOUS MATERIALS

A. Clean concrete surfaces, cracks, and joints of dirt, laitance, corrosion, and other contamination using method(s) specified above and allow to dry.

B. Apply coating of bonding agent to entire concrete surface to be repaired.

C. Fill voids with cementitious mortar flush with surface.

D. Apply repair mortar by steel trowel to a minimum thickness of 1/4 inch over entire surface, terminating at a vertical change in plane on all sides.

E. Trowel finish to match adjacent concrete surfaces.

END OF SECTION 03 0100

PROJECT 9504.00 METAL FABRICATIONS 05 5000 - 1

SECTION 05 5000

METAL FABRICATIONS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Shop fabricated steel items.

1. Fabricated items include, but are not limited to, the following:

a. Steel framing and supports for applications where framing and supports are not specified in other Sections.

1.02 REFERENCE STANDARDS

A. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2019.

B. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; 2017.

C. ASTM A501/A501M - Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing; 2014.

D. SSPC-Paint 15 - Steel Joist Shop Primer/Metal Building Primer; 1999 (Ed. 2004).

E. SSPC-Paint 20 - Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); 2002 (Ed.

2004).

1.03 SUBMITTALS

A. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. Include erection drawings, elevations, and details where applicable.

1. Indicate welded connections using standard AWS A2.4 welding symbols. Indicate net weld lengths.

1.04 QUALITY ASSURANCE

A. Design all metal fabrications under direct supervision of a Professional Structural Engineer experienced in design of this Work and licensed in the State in which the Project is located.

B. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation.

PART 2 PRODUCTS

2.01 MATERIALS - STEEL

A. Steel Sections: ASTM A36/A36M.

B. Steel Tubing: ASTM A501/A501M hot-formed structural tubing.

C. Plates: ASTM A283/A283M.

D. Pipe: ASTM A53/A53M, Grade B Schedule 40, black finish.

E. Bolts, Nuts, and Washers: ASTM F3125/F3125M, Type 1, galvanized to ASTM A153/A153M where connecting galvanized components.

F. Welding Materials: AWS D1.1/D1.1M; type required for materials being welded.

G. Shop and Touch-Up Primer: SSPC-Paint 15, complying with VOC limitations of authorities having jurisdiction.

H. Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20, Type I - Inorganic, complying with VOC limitations of authorities having jurisdiction.

2.02 FABRICATION

A. Fit and shop assemble items in largest practical sections, for delivery to site.

PROJECT 9504.00 METAL FABRICATIONS 05 5000 - 2

B. Fabricate items with joints tightly fitted and secured.

C. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius.

D. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise.

2.03 FABRICATED ITEMS

A. Miscellaneous Framing and Supports: Provide steel framing and supports not specified in other Sections as needed to complete the Work.

1. Fabricate units from steel shapes, plates, and bars of welded construction unless otherwise indicated. Fabricate to sizes, shapes, and profiles indicated and as necessary to receive adjacent construction.

B. Lintels: As detailed; galvanized finish.

C. Miscellaneous Steel Trim

1. Unless otherwise indicated, fabricate units from steel shapes, plates, and bars of profiles shown with continuously welded joints and smooth exposed edges. Miter corners and use concealed field splices where possible.

2. Galvanize miscellaneous steel trim.

D. Elevator Hoistway Divider Beams: Beam sections; prime paint finish.

2.04 FINISHES - STEEL

A. Prime Painting: One coat.

B. Galvanizing of Non-structural Items: Galvanize after fabrication to ASTM A123/A123M requirements.

2.05 FABRICATION TOLERANCES

A. Squareness: 1/8 inch maximum difference in diagonal measurements.

B. Maximum Offset Between Faces: 1/16 inch.

C. Maximum Misalignment of Adjacent Members: 1/16 inch.

D. Maximum Bow: 1/8 inch in 48 inches.

E. Maximum Deviation From Plane: 1/16 inch in 48 inches.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that field conditions are acceptable and are ready to receive work.

3.02 INSTALLATION

A. Install items plumb and level, accurately fitted, free from distortion or defects.

B. Provide for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments.

C. Anchor bollards in place with concrete footings, unless otherwise indicated. Center and align bollards in holes 3 inches above bottom of excavation. Place concrete and vibrate or tamp for consolidation. Support and brace bollards in position until concrete has cured.

D. Field weld components as indicated on shop drawings.

E. Perform field welding in accordance with AWS D1.1/D1.1M.

F. Obtain approval prior to site cutting or making adjustments not scheduled.

3.03 TOLERANCES

A. Maximum Variation From Plumb: 1/4 inch per story, non-cumulative.

B. Maximum Offset From True Alignment: 1/4 inch.

PROJECT 9504.00 METAL FABRICATIONS 05 5000 - 3

C. Maximum Out-of-Position: 1/4 inch.

END OF SECTION 05 5000

PROJECT 9504.00 ROUGH CARPENTRY 06 1000 - 1

SECTION 06 1000

ROUGH CARPENTRY

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Nonstructural dimension lumber framing.

B. Rough opening framing for doors, windows, and roof openings.

C. Sheathing.

D. Fire retardant treated wood materials.

E. Concealed wood blocking, nailers, and supports.

1.02 REFERENCE STANDARDS

A. PS 20 - American Softwood Lumber Standard; 2015.

1.03 SUBMITTALS

A. See Section 01 3300 - Administrative Requirements for submittal procedures.

B. Product Data: Provide technical data on wood preservative materials and application instructions.

1.04 DELIVERY, STORAGE, AND HANDLING

A. General: Cover wood…