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Project: 9530 FDCF Joint Sealan

Date: Fri 8/28/26

LIMITED ASBESTOS AND LEAD

PAINT SURVEY

FDCF UNIT L PRE-CAST SEALANT & WAREHOUSE W

FREEZER FLOOR PROJECT 9530.00

1550 L STREET

FORT DODGE, IOWA

204BS10013

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 August 6, 2026

Page | i

11117 Mockingbird Drive Omaha, NE 68137

(402) 697-9747 | oneatlas.com

August 6, 2026

Ms. Jennie Elliot

Iowa Department of Administrative Services

109 SE 13th Street

Des Moines, IA 50319

Subject: Limited Asbestos and Lead Paint Survey

FDCF Unit L Pre-Cast Sealant & Warehouse W Freezer Floor Project 9530.00

Fort Dodge Correctional Facility

1550 L Street

Fort Dodge, Iowa

Atlas No: 204BS10473

Dear Ms. Elliot:

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

Lead Paint 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

Phillip Thomas, OHST, CHMM Stephen Sycuro, OHST, CIEC State of Iowa Asbestos and Lead Inspector Sr. Project Manager

Atlas No. 204BS10473 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 CONCLUSIONS

5.1 Asbestos

5.2 Lead

6.0 LIMITATIONS

APPENDICES

APPENDIX A: Asbestos Analytical Report and Chain of Custody

APPENDIX B: Lead Analytical Report and Chain of Custody

APPENDIX C: Drawings with Sample Locations

APPENDIX D: Photo Log of Asbestos and Lead Containing Materials

APPENDIX E: Staff and Company Accreditations

Page | 1

Limited Asbestos and Lead Paint Survey

FDCF Unit L Pre-Cast Sealant & Warehouse W Freezer Floor Project #9530.00 Fort Dodge Correctional Facility

1550 L Street Fort Dodge, Iowa

Atlas No.: 204BS10473

1.0 SCOPE OF SERVICES

The purpose of this project was to perform a Limited Asbestos and Lead Paint Survey of the above-referenced property prior to proposed renovation and demolition activities.

2.0 GENERAL SITE CONDITIONS

The survey was conducted at the Fort Dodge Correctional Facility (FDCF) Unit L and Warehouse W located at 1550 L Street in Fort Dodge, Iowa. The survey area was limited to materials that will be impacted as part of planned renovation activities outlined in the 50% Construction documents provided by Story Construction.

3.0 ASBESTOS SURVEY

On August 3, 2026, the Unit L and Warehouse W, as a part of the FDCF Project #9530.00 were inspected for ACM by inspector Mr. Phillip Thomas of Atlas. Mr. Thomas 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 26-14312.

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 associated with the project. 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.

Page | 2

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 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

Page | 3 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 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 nine 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 6340 Castleplace Drive in Indianapolis, Indiana 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 nine 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. 200188-0.

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

1 Grey Sealant Building W, South Freezers, Exterior Seams

2 Grey Sealant Building W, South Freezers, Exterior Joint at

Concreate Slab

3 Clear Sealant Building W, South Freezers, SW Freezer, Interior at Base

4 Grey Sealant Building W, South Freezers, Central Freezer, Interior Seams

5 Grey Expansion Joint Building W, South Freezers, Central Freezer, Door Threshold

6, 7, 8 Grey Expansion Joint Building L, Exterior North, West and East Sides

9 Foundation Sealant (grey) Building L, Precast to Concrete Slab

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 in any of the samples collected and analyzed.

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 one paint chip samples from a suspect surface coating. The sample was submitted to EMSL of Indianapolis, Indiana, 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 15745).

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

Table 4: Lead Paint Summary

Sample Number

Sample Location

Representative Material Paint Color

Lead Concentration (% by weight)

L-1 Building L, West Door Metal Blue <0.011%

Page | 6

5.0 CONCLUSIONS

5.1 Asbestos

Asbestos was not identified in any of the samples collected and analyzed.

The NESHAP and OSHA regulations govern the removal of ACM. Atlas recommends that a State of Iowa certified abatement contractor be retained to properly abate and dispose of ACM identified in Table 2 above and in accordance with local, state, and federal regulations.

5.2 Lead

Lead was not identified in excess of the USEPA level of 0.5% in the surface coating collected and analyzed.

6.0 LIMITATIONS

The results, findings, conclusions, and recommendations expressed in this report are based solely on conditions noted during the August 3, 2026, Atlas inspection of the FDCF Unit L Pre-Cast Sealant & Warehouse W Freezer Floor Project #9530.00, located at 1550 L Street in Fort Dodge, 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.

6340 CastlePlace Dr. Indianapolis, IN 46250

Tel/Fax: (317) 803-2997 / (317) 803-3047 http://www.EMSL.com / indianapolislab@emsl.com

162610175EMSL Order:

Customer ID: ATC55

Customer PO:

Project ID:

Attention: Phone:Phil Thomas (402) 697-9747

Fax:Atlas Technical (402) 597-8532

Received Date:11117 Mockingbird Drive 08/05/2026 10:16 AM

Analysis Date:Omaha, Nebraska 68137 08/06/2026

Collected Date: 08/03/2026

Project: 204BS10473, Units Wil, Ft. Dodge, IA

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

162610175-0001

None DetectedNon-fibrous (Other)100%Gray

Non-Fibrous

Homogeneous

Grey Sealant Main -

Building W, South

Freezers Exterior

Seams

162610175-0002

None DetectedNon-fibrous (Other)100%Gray

Non-Fibrous

Homogeneous

Grey Sealant Main -

Building W, South

Freezers Exterior

Joint at Concrete

Curb 24LF

162610175-0003

None DetectedNon-fibrous (Other)100%Clear

Non-Fibrous

Homogeneous

Clear Sealant Main -

Building W, South

Freezers SW Freezer, Interior at Base

162610175-0004

None DetectedNon-fibrous (Other)100%Gray

Non-Fibrous

Homogeneous

Grey Sealant Main -

Building W, South

Freezers, Central

Freezer, Interior

Seam

162610175-0005

None DetectedNon-fibrous (Other)100%Gray

Non-Fibrous

Homogeneous

Grey Expansion Joint

Main - Building W, South Freezers, Central Freezer, Interior Door

Threshold

162610175-0006

None DetectedNon-fibrous (Other)100%Gray

Non-Fibrous

Homogeneous

Grey Expansion Joint

Exterior - Building L =

North Side

162610175-0007

None DetectedNon-fibrous (Other)100%Gray

Non-Fibrous

Homogeneous

Grey Expansion Joint

Exterior - Building L =

West Side

162610175-0008

None DetectedNon-fibrous (Other)100%Gray

Non-Fibrous

Homogeneous

Grey Expansion Joint

Exterior - Building L =

East Side

162610175-0009

None DetectedNon-fibrous (Other)100%Gray

Non-Fibrous

Homogeneous

Foundation

Sealant(Gray) Ext. -

Building L - Precast to

Concrete Slab

Initial report from: 08/06/2026 12:15:13

Page 1 of 2ASB_PLM_0008_0002 - 2.31 Printed: 8/6/2026 12:15 PM

EMSL Analytical, Inc.

6340 CastlePlace Dr. Indianapolis, IN 46250

Tel/Fax: (317) 803-2997 / (317) 803-3047 http://www.EMSL.com / indianapolislab@emsl.com

162610175EMSL Order:

Customer ID: ATC55

Customer PO:

Project ID:

Analyst(s)

Maggie Hayden (9) 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: 08/06/2026 12:15:13

Page 2 of 2ASB_PLM_0008_0002 - 2.31 Printed: 8/6/2026 12:15 PM

OrderID: 162610175

OrderID: 162610175

APPENDIX B

LEAD ANALYTICAL REPORT AND CHAIN OF CUSTODY

Project Name:

Customer PO:

EMSL Sales Rep:

Reported:

EMSL Analytical, Inc.

6340 Castleplace Drive, Indianapolis, IN, 46250

Telephone: 317.803.2997 Fax:317.803.3047 www.emsl.com

Attention:

Received: 08/05/2026 10:16

08/06/2026 11:11

Anthony DeRosa

EMSL Order ID: 162659425

LIMS Reference ID: CE59425

EMSL Customer ID: ATC55

204B510473, FDCF, Units W&:, FT. Dodge, IAPhil Thomas

Atlas Technical [ATC55]

11117 Mockingbird Drive

Omaha, Nebraska 68137

(402) 697-9747 phil.thomas@oneatlas.com

Analytical Results

Analyte Results RL Q DF Analysis Date

& AnalystWeight Prep Date

& Tech

Analytical

MethodPrep Method

Client Sample ID: L-1/Building L, West Door - Blue Date Sampled: 08/04/26

Matrix: Chips LIMS Reference ID: CE59425-01

1Lead Pb208/05/26 OCX 08/05/26 OCX<0.011 % wt 0.011 % wt SW 846-7000B0.1473 g SW-846 3050B

[TOC_1]Sample Results[TOC]

EMSL Sales Rep:

Reported:

EMSL Analytical, Inc.

6340 Castleplace Drive, Indianapolis, IN, 46250

Telephone: 317.803.2997 Fax:317.803.3047 www.emsl.com

Attention:

Received: 08/05/2026 10:16

08/06/2026 11:11

Anthony DeRosa

EMSL Order ID: 162659425

LIMS Reference ID: CE59425

EMSL Customer ID: ATC55

204B510473, FDCF, Units W&:, FT. Dodge, IAPhil Thomas

Atlas Technical [ATC55]

11117 Mockingbird Drive

Omaha, Nebraska 68137

(402) 697-9747 phil.thomas@oneatlas.com

CertificationsAnalyte

Certified Analyses included in this Report

SW 846-7000B in Chips

16-OHDOH,16-AIHA ELLAPLead

[TOC_1]Certified

Analyses[TOC]

List of Certifications

Code Description Number Expires

16-MO 10180Missouri Drinking Water 03/31/2029

16-NYDOH 12130New York Potable Water, Metals Solid and Hazardous Waste - Asbestos 04/01/2027

16-AIHA ELLAP 157245American Industrial Hygiene Association (AIHA LAP, LLC) - ELLAP 08/01/2027

16-AIHA IHLAP 157245American Industrial Hygiene Association (AIHA LAP, LLC) - IHLAP 08/01/2027

16-CA ELAP 2575California Metals in DW, Chemistry and Bulk Asbestos in Hazardous Waste 06/30/2027

16-A2LA Food 2845.11A2LA Food Microbiology 01/31/2028

16-A2LA Chemistry 2845.25A2LA Environmental and Chemistry 01/31/2028

16-IN Metals/Asbestos C-49-09Indiana Lead and Metals and Asbestos in Drinking Water 12/31/2026

16-OHDOH E10040Ohio - Lead in Paint Chips, Wipes, Soil and Air 05/03/2027

16-FLDOH E871170Florida Asbestos and Metals in Drinking Water, PCBs 06/30/2027

16-NJDEP IN002New Jersey Metals, Organics and Inorganics in DW PCBs 06/30/2027

16-IN Colilert/HPC M-49-06Indiana Colilert and HPC 12/31/2026

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

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

Wet Sample is not dry weight corrected.

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

[TOC_1]Qualifiers, Definitions and Disclaimer[TOC]

EMSL Sales Rep:

Reported:

EMSL Analytical, Inc.

6340 Castleplace Drive, Indianapolis, IN, 46250

Telephone: 317.803.2997 Fax:317.803.3047 www.emsl.com

Attention:

Received: 08/05/2026 10:16

08/06/2026 11:11

Anthony DeRosa

EMSL Order ID: 162659425

LIMS Reference ID: CE59425

EMSL Customer ID: ATC55

204B510473, FDCF, Units W&:, FT. Dodge, IAPhil Thomas

Atlas Technical [ATC55]

11117 Mockingbird Drive

Omaha, Nebraska 68137

(402) 697-9747 phil.thomas@oneatlas.com

Aleks Kuchenbrod 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.

APPENDIX C

DRAWINGS WITH SAMPLE LOCATIONS

Project No. 204BS10473 Date: August 6, 2026

Asbestos and Lead Paint Sample Locations

Project Manager: Phillip Thomas FDCF Unit L and Warehouse W

1550 L Street Ft. Dodge, Iowa

Name: Exterior – FDCF Unit L and Warehouse W Project 9530.00 11117 Mockingbird Drive Omaha, NE 68137

PH. (402) 697-9747

X-XX = Asbestos Sample Location

X-XX = Lead Paint Sample Location

2 1

L-1

APPENDIX D

PHOTO LOG OF ASBESTOS AND LEAD

CONTAINING MATERIALS

Asbestos and Lead-based Paint Containing Photo Log FDCF Unit L and Warehouse W Project #9530.00 Ft. Dodge, IA Date Taken: August 6, 2026 Atlas Project No. 204BS10473

Photo #1 Warehouse W. Overview of South Freezers (no ACM or Pb paint)

Photo #2 Overview of Unit L (no ACM or Pb paint)

APPENDIX E

STAFF AND COMPANY ACCREDITATIONS

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DAS FDCF Unit L&W Fort Dodge, IA

DAS#9530.00

RFB953000-01

PROJECT 9530.00 DEMOLITION AND CUTTING 02 4100 - 1

08-21-2026

SECTION 02 4100

DEMOLITION AND CUTTING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Demolish designated insulated freezer slabs, grout and sealant joints.

B. Cut holes in existing construction to allow plumbing work to proceed.

C. Removal of all demolished items from site.

D. Salvage of existing materials for reuse in the Work.

1.02 RELATED REQUIREMENTS

A. Section 01 1200 - Contract Summary B. Section 01 5000 - Temporary Facilities and Controls

PART 2 PRODUCTS

2.01 NOT USED

PART 3 EXECUTION

3.01 SITE INVESTIGATION

A. Tour all work area pre-bid to become familiar with existing conditions.

B. Take existing conditions into consideration in the preparation of bids. Include resultant sums in bid to

Owner.

C. Coordinate new work with the existing conditions.

D. Verify all existing dimensions, conditions, quantities, locations, construction types, structural spacings, and other construction as may affect the work and cost thereof.

3.02 PREPARATION

A. Protect existing structures and components around site where demolition is to occur.

B. Provide temporary protection measures such that no damage is inflicted on items of existing construction which are to remain at completion of project.

C. Temporary protection shall be securely installed such that whether or not workers are on the job site, the measures remain intact.

3.03 SALVAGE DISPOSITION, STORAGE AND HANDLING

A. Remove items designated for re-use as a unit.

1. Clean, condition, tag, protect from damage and store until reinstalled in new work.

2. Thoroughly clean all surfaces and wipe dry.

B. Dispose of items or materials not designated for Owner's salvage or reuse.

1. Promptly remove from site.

2. Do not store or sell Contractor salvaged items or materials on site.

3.04 PATCHING

A. Where items are removed from existing walls, ceilings, floors or partitions to remain, rebuild and repair wall, ceiling, floor or partition disturbed by the removal to supplement and support new components.

3.05 DEMOLITION ILLUSTRATED ON DRAWINGS

A. By necessity, demolition indicated on the Drawings is general in nature. An attempt has been made to identify location and quantity of work necessary to complete the work.

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PROJECT 9530.00 DEMOLITION AND CUTTING 02 4100 - 2

08-21-2026

B. Review all of the Drawings to become familiar with the scope of work, in addition to observing existing conditions to ascertain the extent of demolition required in order to accomplish the new work.

C. Provide and include as part of bid all demolition work required to accomplish new work.

3.06 CLEAN UP

A. Remove demolished materials from site as work progresses.

B. Leave areas of work in clean condition.

C. Dispose of materials at site where removed items may be legally deposited.

3.07 DEMOLITION/CUTTING FOR MECHANICAL AND/OR ELECTRICAL WORK

A. Cut holes, reinforce and repair construction which is to remain including, but not limited to:

1. Floor slabs.

2. Doors and overhead doors.

3. Precast panels.

4. Footings.

B. Create water tight, rectangular, finished openings.

3.08 CONCRETE SLAB DEMOLITION AND EXCAVATION

A. Saw cut through concrete full slab thickness to allow removal without adversely affecting adjacent concrete surfaces. Make all removal areas rectangular or square in shape.

B. Remove concrete in small sections.

C. If adjacent concrete sections to remain are damaged as a result of this work, continue demolition and removal to limits where existing construction is undamaged. Do not remove partial concrete slab panels, remove full panels.

D. Excavate as required to install new work.

E. Excavation spoils are to be removed from site.

F. Do not undermine slabs

3.09 SALVAGE DISPOSITION

A. Remove and deliver to Owner as their salvage the following items.

1. Any items requested by the Owner as desirable salvage prior to demolition commencing.

B. Remove and reuse in the new work, only if indicated in the Project Manual or on the Drawings or directed by owner.

C. All other demolished items not indicated as owner's salvage or for reuse in the new work shall become the contractor's salvage.

3.10 DUST MIGRATION

A. The work will be occurring in and around an operational food distribution facility. Measures must be taken to minimize dust migration to the greatest extent possible. Provide proper reinforced plastic sheeting and/or temporary walls as necessary to prevent dust migration.

DAS#9530.00

RFB953000-01

PROJECT 9530.00 UNDERSLAB VAPOR BARRIER -

STEGO 03 0516 - 1

08-21-2026

SECTION 03 0516

UNDERSLAB VAPOR BARRIER - STEGO

PART 1 GENERAL

1.01 REFERENCE STANDARDS

A. ASTM E1643 - Standard Practice for Selection, Design, Installation, and Inspection of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs; 2024.

B. ASTM E1745 - Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs; 2017 (Reapproved 2023).

PART 2 PRODUCTS

2.01 MATERIALS

A. Underslab Vapor Barrier:

1. Water Vapor Permeance: Not more than 0.010 perms, maximum.

2. Thickness: 15 mils.

3. Product:

a. Stego Industries LLC; Stego Wrap Vapor Barrier (15-mil): www.stegoindustries.com/#sle.

B. Accessory Products: Vapor barrier manufacturer's recommended tape, adhesive, mastic, etc., for sealing seams and penetrations in vapor barrier.

PART 3 EXECUTION

3.01 INSTALLATION

A. Install vapor barrier in accordance with manufacturer's instructions and ASTM E1643.

B. Install vapor barrier under interior slabs on grade; lap sheet over footings and seal to foundation walls.

C. Lap joints minimum 6 inches.

D. Seal joints, seams and penetrations watertight with manufacturer's recommended products and follow manufacturer's written instructions.

E. No penetration of vapor barrier is allowed except for reinforcing steel and permanent utilities.

F. Repair damaged vapor retarder before covering with other materials.

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DAS#9530.00

RFB953000-01

PROJECT 9530.00 CONCRETE FORMING AND

ACCESSORIES 03 1000 - 1

08-21-2026

SECTION 03 1000

CONCRETE FORMING AND ACCESSORIES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Formwork for cast-in place concrete, with shoring, bracing and anchorage. Any formed concrete remaining exposed is to be of architectural grade finish as defined by the ACI.

B. Openings for other work.

C. Form accessories.

D. Form stripping.

1.02 RELATED REQUIREMENTS

A. Section 03 2000 - Concrete Reinforcing.

B. Section 03 3000 - Cast-In-Place-Concrete.

C. Section 03 3900 - Concrete Curing D. Section 07 9200 - Joint Sealants E. Section 31 2316 - Excavation.

F. Section 31 2323 - Fill

1.03 REFERENCE STANDARDS

A. ACI 117 - Standard Specifications for Tolerances for Concrete Construction and Materials; 2010.

B. ACI 301 - Specifications for Structural Concrete; 2010 (Errata 2012).

C. ACI 305 - Hot Weather Concreting; American Concrete Institute; 2010.

D. ACI 306 - Cold Weather Concreting; 2010.

E. ACI 318 - Building Code Requirements for Structural Concrete; 2019 (Reapproved 2022).

F. ACI 347R - Guide to Formwork for Concrete; 2014 (Reapproved 2021).

G. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron

Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015.

H. PS 1 - Structural Plywood; 2009.

1.04 SUBMITTALS

A. Product Data: Provide data on void form materials and installation requirements.

B. Shop Drawings: Indicate pertinent dimensions, materials, bracing, and arrangement of joints and ties.

C. As Built Drawing: Record locations (dimensioned to the nearest inch, plan and vertical height dimensions

- using finish floor as the benchmark for vertical dimension) of all sleeves placed by this, and other, Section(s) in the work of this Section..

1.05 QUALITY ASSURANCE

A. Maintain one copy of each installation standard on site throughout the duration of concrete work.

B. Any concrete to remain exposed-to-view is to be finished to architectural finish standards as defined by the ACI.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Deliver prefabricated forms and installation instructions in manufacturer's packaging.

B. Store prefabricated forms off ground in ventilated and protected manner to prevent deterioration from moisture.

DAS#9530.00

RFB953000-01

PROJECT 9530.00 CONCRETE FORMING AND

ACCESSORIES 03 1000 - 2

08-21-2026

PART 2 PRODUCTS

2.01 FORMWORK - GENERAL

A. Provide concrete forms, accessories, shoring, and bracing as required to accomplish cast-in-place concrete work.

B. Design and construct to provide resultant concrete that conforms to design with respect to shape, lines, and dimensions.

C. Chamfer Edges and Control Joints: Wood, new clean, triangular at corners; 1/2" 45 degree chamfer corners at all exposed corners/edges of cast in place concrete. Provide maximum possible lengths.

D. Sloped sills where indicated in details. Provide smooth finish. Fill any bug holes or correct irregularities in concrete surface.

E. Comply with relevant portions of ACI 347R, ACI 301, and ACI 318.

F. Use the following form types:

1. Walls Not Exposed To View: Undamaged, undented steel or wood forms.

2. Walls Exposed To View: Smooth Finish Plywood Forms

2.02 WOOD FORM MATERIALS

A. Plywood: Douglas Fir species; medium density overlaid one side grade; sound undamaged sheets with clean, true edges.

2.03 FORMWORK ACCESSORIES

A. Form Release Agent: Capable of releasing forms from hardened concrete without staining or discoloring concrete or forming bugholes and other surface defects, compatible with concrete and form materials, and not requiring removal for satisfactory bonding of coatings to be applied.

1. Composition: Colorless reactive, mineral oil-based, soy-based, or vegetable-oil based compound.

2. Do not use materials containing diesel oil or petroleum-based compounds.

3. VOC Content: None; water-based.

4. Products:

a. SpecChem, LLC; Bio Strip WB (water-based): www.specchemllc.com/#sle.

b. W. R. Meadows, Inc; Duogard: www.wrmeadows.com/#sle.

c. Substitutions: See Section 01 2500 Substitution Procedures.

B. Anchorages: Sized as required, of sufficient strength and character to maintain formwork completely plumb and in place while placing concrete.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify lines, levels and centers before proceeding with formwork. Ensure that dimensions agree with drawings.

3.02 ERECTION - FORMWORK

A. Erect formwork, shoring and bracing to achieve design requirements, in accordance with requirements of

ACI 301.

B. Provide bracing to ensure stability of formwork. Shore or strengthen formwork subject to overstressing by construction loads.

C. Arrange and assemble formwork to permit dismantling and stripping. Do not damage concrete during stripping.

D. Align joints and make watertight. Keep form joints to a minimum. Alignment of forms is critical. Smooth joint transitions will be required. Align all side and end joints to create a uniform grid pattern. Do not stagger panels or create random joint form pattern. Ensure grid pattern is symmetrical.

DAS#9530.00

RFB953000-01

PROJECT 9530.00 CONCRETE FORMING AND

ACCESSORIES 03 1000 - 3

08-21-2026

E. Coordinate this section with other sections of work that require attachment of components to formwork.

F. If formwork is placed after reinforcement, which would result in insufficient concrete cover over reinforcement, request instructions from Construction Manager, Architect and Structural Engineer before proceeding.

3.03 APPLICATION - FORM RELEASE AGENT

A. Apply form release agent on formwork in accordance with manufacturer's recommendations.

B. Apply prior to placement of reinforcing steel, anchoring devices, and embedded items. Do not allow form release agent on any reinforcing or on top of footing.

C. Do not apply form release agent where concrete surfaces will receive special finishes or applied coverings that are affected by agent. Soak inside surfaces of untreated forms with clean water. Keep surfaces coated prior to placement of concrete.

3.04 INSERTS, SLEEVES, EMBEDDED PARTS, AND OPENINGS

A. Provide formed openings where required for items to be embedded in passing through concrete work.

B. Locate and set in place items that will be cast directly into concrete.

C. Coordinate with the future work of other sections in forming and placing openings, slots, reglets, recesses, sleeves, bolts, anchors, other inserts, and components of other work.

D. This Section is responsible for providing the sleeve materials, placing "sealed" sleeves in the excavations and at the correct elevation below (or above as the case may be) finish floor. Coordinate all sleeve placement with Section 03 3000 Work.

E. Seal both open ends of pipe and wood formed sleeves with adequate layers of duct tape to prohibit any concrete from entering into the sleeves. Where installed in footings below grade, extend sleeve ends into adjacent soil 4" on both sides of footing to allow ease of location in future work by others who will be using sleeve to pass their work through the footing. Record actual dimensioned locations (both in plan and elevation below (vertically) finish floor) on As Built drawings.

F. Ensure that all sleeves are solidly held in place to avoid being displaced during reinforcing and concrete placement.

G. Once all sleeves are placed, request field verification by General Contractor prior to Section 03 2000 and 03 3000 commencing their respective aspects of work.

H. For all sleeve through footing work, should any questions arise as to sizes, locations or elevations, contact General Contractor who shall either issue directives or request clarification and direction form Architect at their discretion. Do not guess or make any assumptions on placement of sleeves.

I. Install accessories in accordance with manufacturer's instructions, so they are straight, level, and plumb.

Ensure items are not disturbed during concrete placement.

J. Close sleeves and formed openings in above grade forms with tight fitting panels, flush with inside face of forms, and neatly fitted so joints will not be apparent in exposed concrete surfaces post form stripping and in the finished Work..

3.05 FORM CLEANING

A. Clean forms as erection proceeds, and remove all foreign matter and debris within forms.

B. Clean formed cavities of debris prior to placing concrete.

1. Flush with water or use compressed air to remove remaining foreign matter. Ensure that water and debris drain to exterior through clean-out ports.

2. During cold weather, remove ice and snow from within forms. Do not use de-icing salts. Do not use water to clean out forms, unless formwork and concrete construction proceed within heated enclosure. Use compressed air or other means to remove foreign matter.

DAS#9530.00

RFB953000-01

PROJECT 9530.00 CONCRETE FORMING AND

ACCESSORIES 03 1000 - 4

08-21-2026

3.06 FORMWORK TOLERANCES

A. Construct formwork to maintain tolerances required by ACI 117, unless otherwise indicated.

3.07 FIELD QUALITY CONTROL

A. An independent testing agency will perform field quality control tests.

B. A Geotechnical Engineer shall inspect all sub-grade excavations and test for allowable soil bearing pressure once excavation and fill is complete. Coordinate with the Construction Manager, a minimum of 24 hours in advance, as to when excavation will be complete and the Geotechnical Engineer is required on site to perform the required inspections.

3.08 ABOVE GRADE FORM REMOVAL

A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and imposed loads.

B. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against finish concrete surfaces scheduled for exposure to view.

C. Remove formwork progressively and in accordance with code requirements.

D. Any bug holes or honeycombing present on the face of the exposed concrete are required to be filled or removed and replaced with methods approved by the Architect and Structural Engineer.

E. Cut off tie rods neatly and evenly with finished concrete surface.

DAS#9530.00

RFB953000-01

PROJECT 9530.00 CONCRETE REINFORCING 03 2000 - 1

08-21-2026

SECTION 03 2000

CONCRETE REINFORCING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Reinforcing steel for cast-in-place concrete.

1. Deformed billet reinforcement.

2. Welded wire reinforcement.

B. Supports and accessories for steel reinforcement.

1.02 RELATED REQUIREMENTS

A. Section 03 2000 - Concrete Reinforcing.

B. Section 03 3000 - Cast-In-Place Concrete.

C. Section 03 3900 - Concrete Curing.

D. Section 07 9200 - Joint Sealants

1.03 REFERENCE STANDARDS

A. ACI 301 - Specifications for Structural Concrete; 2010 (Errata 2012).

B. ACI 318 - Building Code Requirements for Structural Concrete; 2019 (Reapproved 2022).

C. ACI SP-66 - ACI Detailing Manual; 2004.

D. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon Steel Bars for Concrete

Reinforcement; 2015.

E. CRSI (DA4) - Manual of Standard Practice; 2024.

F. CRSI (P1) - Placing Reinforcing Bars, 10th Edition; 2019.

G. ACI – 315 – Details and detailing of concrete reinforcement.

1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Shop Drawings: Comply with requirements of ACI SP-66. Include bar schedules, shapes of bent bars, spacing of bars, and location of splices.

C. Manufacturer's Certificate: Certify that reinforcing steel and accessories supplied for this project meet or exceed specified requirements.

1.05 QUALITY ASSURANCE

A. Perform work of this section in accordance with ACI 301.

PART 2 PRODUCTS

2.01 REINFORCEMENT

A. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi).

1. Deformed billet-steel bars.

2. Unfinished.

B. Reinforcement Accessories:

1. Tie Wire: Annealed, minimum 16 gage, 0.0508 inch.

2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement.

C. Welded wire reinforcement: Size as indicated in the Drawings. Follow all requirements of ASTM A 185.

1. Only flat mats allowed; no coiled rolls of welded wire shall be used.

DAS#9530.00

RFB953000-01

PROJECT 9530.00 CONCRETE REINFORCING 03 2000 - 2

08-21-2026

2.02 FABRICATION

A. Fabricate concrete reinforcing in accordance with CRSI (DA4) - Manual of Standard Practice and ACI-

315.

B. Welding of reinforcement is not permitted.

C. Locate reinforcing splices not indicated on drawings at point of minimum stress.

PART 3 EXECUTION

3.01 PLACEMENT

A. Placement and the fabrication of…