Attachment: 10-K


Exhibit 4.1

DESCRIPTION OF UNITED STATES LIME & MINERALS, INC.’S

SECURITIES REGISTERED UNDER SECTION 12 OF THE

SECURITIES EXCHANGE ACT OF 1934, AS AMENDED

General

United States Lime & Minerals, Inc. (the “Company,” “we,” or “our”) is incorporated in the State of Texas. The rights of our shareholders are generally covered by Texas law and our articles of incorporation and bylaws (each as amended and restated and in effect on the date hereof). The terms of our common stock are therefore subject to Texas law, including the Texas Business Organizations Code (the “TBOC”), and the common and constitutional law of Texas.

This exhibit describes the general terms of our common stock. This description is a summary and does not purport to be complete. Our articles of incorporation and bylaws are incorporated by reference as exhibits to the Annual Report on Form 10-K of which this exhibit is a part, and amendments or restatements of each will be filed with the Securities and Exchange Commission (the “SEC”) in future periodic or current reports in accordance with the rules of the SEC. You are encouraged to read these documents.

For more detailed information about the rights of holders of our common stock, you should refer to our articles of incorporation and bylaws and the applicable provisions of Texas law, including the TBOC.

Authorized Capital Stock

We are authorized to issue 30,000,000 shares of common stock, $0.10 par value, and 500,000 shares of preferred stock, $5.00 par value.

Common Stock

Voting Rights

Holders of our common stock are entitled to one vote per share in the election of directors and on all other matters submitted to a vote of shareholders. No shareholder has the right of cumulative voting.

With respect to any matter other than the election of directors or a matter for which the affirmative vote of the holders of a specified portion of the shares of our common stock entitled to vote is required by Texas law or our articles of incorporation, the act of the shareholders shall be the affirmative vote of the holders of a majority of the shares entitled to vote on, and voted for or against, the matter at a meeting of shareholders at which a quorum is present. Directors shall be elected by a plurality of the votes cast by the holders of shares entitled to vote in the election of directors at a meeting of shareholders at which a quorum is present. We do not have a classified board of directors. Our directors are elected for one-year terms.

Dividend Rights

Holders of our common stock are entitled to dividends when, as and if declared by our Board of Directors out of funds legally available therefor.

Liquidation Rights

If we liquidate, a holder of common stock will be entitled to share ratably with the other shareholders in the distribution of all assets that we have left after we pay all of our liabilities and make any necessary distributions to holders of our preferred stock.


Other

Our common stock has no preemptive or conversion rights and is not entitled to the benefits of any redemption or sinking fund provision. The outstanding shares of our common stock are fully paid and non-assessable.

Preferred Stock

The Company may issue shares of preferred stock from time to time upon the approval of our Board of Directors in one or more series without further stockholder approval. The Board of Directors may designate the number of shares to be issued in such series and the rights, preferences, privileges and restrictions granted to, or imposed on, the holders of such shares. If issued, such shares of preferred stock could have dividends and liquidation preferences over our shares of common stock, and may otherwise affect the rights of the holders of the common stock. The rights of the holders of our common stock will, therefore, generally be subject to the rights of the holders of any existing outstanding shares of preferred stock with respect to dividends, liquidation preferences and other matters. As of the date hereof, we have no outstanding shares of preferred stock.

Certain Business Combination Restrictions in Texas Law

Section 21.606 of the TBOC restricts certain business combinations between us and an affiliated shareholder (beneficial ownership of 20% or more of the voting power of our stock entitled to vote for directors) for three years after the shareholder becomes an affiliated shareholder. The restrictions do not apply if our Board of Directors approved the transaction that caused the shareholder to become an affiliated shareholder, or if the business combination is approved by the affirmative vote of two-thirds of our voting stock that is not beneficially owned by the affiliated shareholder at a meeting of shareholders called for that purpose within six months after the affiliated shareholder’s acquiring the shares. Although we may elect to exclude ourselves from the restrictions imposed by Section 21.606, our articles of incorporation does not do so.

Certain Provisions of Our Articles of Incorporation and Bylaws

Some provisions of our articles of incorporation and bylaws could make the acquisition of control of the Company and/or the removal of our existing management more difficult, including those that provide as follows:

·

cumulative voting in the election of our Board of Directors, which would otherwise allow holders of less than a majority of our shares to elect director candidates, is prohibited under our articles of incorporation;

·

our Board of Directors may amend or repeal our bylaws, or adopt new bylaws without shareholder approval;

·

our Board of Directors can increase or decrease the size of the Board without shareholder approval by amending the bylaws;

·

shareholder action that is not taken at a regular or special meeting of our shareholders may only be taken by the unanimous written consent of our shareholders; and

·

our Board of Directors is authorized to issue shares of our preferred stock without shareholder approval.

These provisions may be expected to discourage coercive takeover practices and inadequate takeover bids. They may also encourage persons seeking to acquire control of the Company to first negotiate with our Board of Directors. We believe that the benefits of our increased protection give us the potential ability to negotiate with the proponent of an unfriendly or unsolicited proposal to acquire or restructure us, and that these benefits outweigh the disadvantages of discouraging the proposals. Negotiating with the proponent could result in an improvement of the terms of the proposal.


Stock Exchange Listing

Our common stock is traded on the Nasdaq Stock Market under the symbol “USLM.”

Transfer Agent and Registrar

Our transfer agent and registrar is Computershare Investor Services, P.O. Box 30170, College Station, TX 77842.



Exhibit 21.1

SUBSIDIARIES OF THE COMPANY

Arkansas Lime Company, an Arkansas Corporation

ACT Holdings, Inc., a Texas Corporation

ART Quarry TRS LLC (DBA Carthage Crushed Limestone), a Delaware LLC

Colorado Lime Company, a Colorado Corporation

Mill Creek Dolomite, LLC, an Oklahoma Corporation

Texas Lime Company, a Texas Corporation

U.S. Lime Company, a Texas Corporation

U.S. Lime Company—Shreveport, a Louisiana Corporation

U.S. Lime Company—St. Clair, a Delaware Corporation

U.S. Lime Company—Transportation, a Texas Corporation

U.S. Lime Company—O & G, LLC, a Texas LLC



Exhibit 23.1

CONSENT OF INDEPENDENT REGISTERED PUBLIC ACCOUNTING FIRM

We have issued our reports dated March 10, 2022 with respect to the consolidated financial statements and internal control over financial reporting included in the Annual Report of United States Lime & Minerals, Inc. on Form 10-K for the year ended December 31, 2021.  We consent to the incorporation by reference of said reports in the Registration Statements of United States Lime & Minerals, Inc. on Forms S-8 (File No. 333-236817 and File No. 333-196697).

/s/ GRANT THORNTON LLP 

Dallas, Texas

March 10, 2022



Exhibit 23.2

CONSENT OF QUALIFIED PERSON

SYB Group, LLC (“SYB”) in connection with the filing of the United States Lime & Minerals, Inc. Annual Report on Form 10-K (the “Form 10-K”), consent to:

·

The filing and use of the Technical Report Summary titled Technical Report Summary on Texas Lime Company Limestone Operation, Johnson County, Texas, USA, with an effective date of December 31, 2021, as Exhibit 96.1 to and referenced in the Form 10-K;

·

The filing and use of the Technical Report Summary titled Technical Report Summary on Arkansas Lime Company Limestone Operation, Independence County, Arkansas, USA, with an effective date of December 31, 2021, as Exhibit 96.2 to and referenced in the Form 10-K;

The filing and use of the Technical Report Summary titled “Technical Report Summary on ACT Holdings Company Limestone Operation, Izzard County, Arkansas, USA”, with an effective date of December 31, 2021, as Exhibit 96.3 to and referenced in the Form 10-K;
The filing and use of the Technical Report Summary titled “Technical Report Summary on U.S. Lime Company – St. Clair - Marble Mountain Limestone Operation, Sequoyah County, Oklahoma, USA”, with an effective date of December 31, 2021, as Exhibit 96.4 to and referenced in the Form 10-K;

·

The use of and references to our name, including our status as an expert or qualified person (as defined in Subpart 1300 of Regulation S-K as promulgated by the Securities and Exchange Commission), in connection with the Form 10-K and any such Technical Report Summary;

·

The information derived, summarized, quoted, or referenced from any of the Technical Report Summaries, or portions thereof, that were prepared by SYB, that SYB supervised the preparation of and/or that was reviewed and approved by SYB, that is included or incorporated by reference in the Form 10-K; and

The incorporation by reference of the foregoing in the Registration Statements of United States Lime & Minerals, Inc. on Forms S-8 (File No. 333-236817 and File No. 333-196697).

SYB is responsible for authoring, and this consent pertains to, the Technical Report Summaries. SYB certifies that it has read the Form 10-K and that it fairly represents the information in the sections of the Technical Report Summaries for which SYB is responsible.

SYB Group, LLC

/s/ Keith Vickers

President

March 10, 2022



EXHIBIT 31.1

RULE 13a-14(a)/15d-14(a) CERTIFICATION BY THE CHIEF EXECUTIVE OFFICER

I, Timothy W. Byrne, certify that:

1.

I have reviewed this annual report on Form 10-K of United States Lime & Minerals, Inc.;

2.

Based on my knowledge, this report does not contain any untrue statement of a material fact or omit to state a material fact necessary to make the statements made, in light of the circumstances under which such statements were made, not misleading with respect to the period covered by this report;

3.

Based on my knowledge, the financial statements, and other financial information included in this report, fairly present in all material respects the financial condition, results of operations and cash flows of the registrant as of, and for, the periods presented in this report;

4.

The registrant’s other certifying officer and I are responsible for establishing and maintaining disclosure controls and procedures (as defined in Exchange Act Rules 13a-15(e) and 15d-15(e)) and internal control over financial reporting (as defined in Exchange Act Rules 13a-15(f) and 15d-15(f)) for the registrant and have:

a)

Designed such disclosure controls and procedures, or caused such disclosure controls and procedures to be designed under our supervision, to ensure that material information relating to the registrant, including its consolidated subsidiaries, is made known to us by others within those entities, particularly during the period in which this report is being prepared;

b)

Designed such internal control over financial reporting, or caused such internal control over financial reporting to be designed under our supervision, to provide reasonable assurance regarding the reliability of financial reporting and the preparation of financial statements for external purposes in accordance with generally accepted accounting principles;

c)

Evaluated the effectiveness of the registrant’s disclosure controls and procedures and presented in this report our conclusions about the effectiveness of the disclosure controls and procedures, as of the end of the period covered by this report based on such evaluation; and

d)

Disclosed in this report any change in the registrant’s internal control over financial reporting that occurred during the registrant’s most recent fiscal quarter (the registrant’s fourth fiscal quarter in the case of an annual report) that has materially affected, or is reasonably likely to materially affect, the registrant’s internal control over financial reporting; and

5.

The registrant’s other certifying officer and I have disclosed, based on our most recent evaluation of internal control over financial reporting, to the registrant’s auditors and the audit committee of the registrant’s board of directors (or persons performing the equivalent functions):

a)

All significant deficiencies and material weaknesses in the design or operation of internal control over financial reporting which are reasonably likely to adversely affect the registrant’s ability to record, process, summarize, and report financial information; and

b)

Any fraud, whether or not material, that involves management or other employees who have a significant role in the registrant’s internal control over financial reporting.

Dated: March 10, 2022

/s/ Timothy W. Byrne

Timothy W. Byrne

President and Chief Executive Officer



EXHIBIT 31.2

RULE 13a-14(a)/15d-14(a) CERTIFICATION BY THE CHIEF FINANCIAL OFFICER

I, Michael L. Wiedemer, certify that:

1.

I have reviewed this annual report on Form 10-K of United States Lime & Minerals, Inc.;

2.

Based on my knowledge, this report does not contain any untrue statement of a material fact or omit to state a material fact necessary to make the statements made, in light of the circumstances under which such statements were made, not misleading with respect to the period covered by this report;

3.

Based on my knowledge, the financial statements, and other financial information included in this report, fairly present in all material respects the financial condition, results of operations and cash flows of the registrant as of, and for, the periods presented in this report;

4.

The registrant’s other certifying officer and I are responsible for establishing and maintaining disclosure controls and procedures (as defined in Exchange Act Rules 13a-15(e) and 15d-15(e)) and internal control over financial reporting (as defined in Exchange Act Rules 13a-15(f) and 15d-15(f)) for the registrant and have:

a)

Designed such disclosure controls and procedures, or caused such disclosure controls and procedures to be designed under our supervision, to ensure that material information relating to the registrant, including its consolidated subsidiaries, is made known to us by others within those entities, particularly during the period in which this report is being prepared;

b)

Designed such internal control over financial reporting, or caused such internal control over financial reporting to be designed under our supervision, to provide reasonable assurance regarding the reliability of financial reporting and the preparation of financial statements for external purposes in accordance with generally accepted accounting principles;

c)

Evaluated the effectiveness of the registrant’s disclosure controls and procedures and presented in this report our conclusions about the effectiveness of the disclosure controls and procedures, as of the end of the period covered by this report based on such evaluation; and

d)

Disclosed in this report any change in the registrant’s internal control over financial reporting that occurred during the registrant’s most recent fiscal quarter (the registrant’s fourth fiscal quarter in the case of an annual report) that has materially affected, or is reasonably likely to materially affect, the registrant’s internal control over financial reporting; and

5.

The registrant’s other certifying officer and I have disclosed, based on our most recent evaluation of internal control over financial reporting, to the registrant’s auditors and the audit committee of the registrant’s board of directors (or persons performing the equivalent functions):

a)

All significant deficiencies and material weaknesses in the design or operation of internal control over financial reporting which are reasonably likely to adversely affect the registrant’s ability to record, process, summarize, and report financial information; and

b)

Any fraud, whether or not material, that involves management or other employees who have a significant role in the registrant’s internal control over financial reporting.

4

Dated: March 10, 2022

/s/ MICHAEL L. WIEDEMER

Michael L. Wiedemer

Vice President and Chief Financial Officer



EXHIBIT 32.1

SECTION 1350 CERTIFICATION BY THE CHIEF EXECUTIVE OFFICER

I, Timothy W. Byrne, Chief Executive Officer of United States Lime & Minerals, Inc. (the “Company”), hereby certify that, to my knowledge:

(1)The Company’s Annual Report on Form 10-K for the year ended December 31, 2021 (the “Form 10-K”) fully complies with the requirements of Section 13(a) or 15(d) of the Securities Exchange Act of 1934, as amended; and

(2)The information contained in the Form 10-K fairly presents, in all material respects, the financial condition and results of operations of the Company.

Dated: March 10, 2022

/s/ TIMOTHY W. BYRNE

Timothy W. Byrne

President and Chief Executive Officer



EXHIBIT 32.2

SECTION 1350 CERTIFICATION BY THE CHIEF FINANCIAL OFFICER

I, Michael L. Wiedemer, Chief Financial Officer of United States Lime & Minerals, Inc. (the “Company”), hereby certify that to my knowledge:

(1)

The Company’s Annual Report on Form 10-K for the year ended December 31, 2021 (the “Form 10-K”) fully complies with the requirements of Section 13(a) or 15(d) of the Securities Exchange Act of 1934, as amended; and

(2)

The information contained in the Form 10-K fairly presents, in all material respects, the financial condition and results of operations of the Company.

4

Dated: March 10, 2022

/s/ Michael Wiedemer

Michael Wiedemer

Vice President and Chief Financial Officer



EXHIBIT 95.1

MINE SAFETY DISCLOSURES

The following disclosures are provided pursuant to Section 1503(a) of the Dodd-Frank Wall Street Reform and Consumer Protection Act and Item 104 of SEC Regulation S-K, which requires certain disclosures by companies required to file periodic reports under the Securities Exchange Act of 1934, as amended, that operate mines regulated under the Federal Mine Safety and Health Act of 1977 (the “Mine Act”).

The Mine Act has been construed as authorizing MSHA to issue citations and orders pursuant to the legal doctrine of strict liability, or liability without fault. If, in the opinion of an MSHA inspector, a condition that violates the Mine Act or regulations promulgated pursuant to it exists, then a citation or order will be issued regardless of whether the operator had any knowledge of, or fault in, the existence of that condition. Many of the Mine Act standards include one or more subjective elements, so that issuance of a citation or order often depends on the opinions or experience of the MSHA inspector involved, and the frequency and severity of citations and orders will vary from inspector to inspector.

Whenever MSHA believes that a violation of the Mine Act, any health or safety standard, or any regulation has occurred, it may issue a citation or order which describes the violation and fixes a time within which the operator must abate the violation. In some situations, such as when MSHA believes that conditions pose a hazard to miners, MSHA may issue an order requiring cessation of operations, or removal of miners from the area of the mine, affected by the condition until the hazards are corrected. Whenever MSHA issues a citation or order, it has authority to propose a civil penalty or fine, as a result of the violation, that the operator is ordered to pay.

The table that follows reflects citations, orders, violations and proposed assessments issued to the Company by MSHA during the year ended December 31, 2021 and any pending legal actions as of December 31, 2021. Due to timing and other factors, the data may not agree with the mine data retrieval system maintained by MSHA. The proposed assessments for the year ended December 31, 2021 were taken from the MSHA system as of March 9, 2022.

Additional information follows about MSHA references used in the table:

Section 104(a) Citations: The total number of citations received from MSHA under section 104(a) of the Mine Act for alleged violations of health or safety standards that could significantly and substantially contribute to a serious injury if left unabated.
Section 104(b) Orders: The total number of orders issued by MSHA under section 104(b) of the Mine Act, which represents a failure to abate a citation under section 104(a) within the period of time prescribed by MSHA. This results in an order of immediate withdrawal from the area of the mine affected by the condition until MSHA determines that the violation has been abated.
Section 104(d) Citations and Orders: The total number of citations and orders issued by MSHA under section 104(d) of the Mine Act for unwarrantable failure to comply with mandatory health or safety standards.
Section 110(b)(2) Violations: The total number of flagrant violations issued by MSHA under section 110(b)(2) of the Mine Act.
Section 107(a) Orders: The total number of orders issued by MSHA under section 107(a) of the Mine Act for situations in which MSHA determined an imminent danger existed.

Citations and orders can be contested before the Federal Mine Safety and Health Review Commission (the “Commission”), and as part of that process, are often reduced in severity and amount, and are sometimes dismissed. The Commission is an independent adjudicative agency that provides administrative trial and appellate review of legal disputes arising under the Mine Act. These cases may involve, among other questions, challenges by operators to citations, orders and penalties they have received from MSHA, or complaints of discrimination by miners under section 105 of the Mine Act.

1


Year ended December 31, 2021

    

    

    

Section

    

    

    

    

    

 

104(d)

Proposed

 

Section

Section

Citations

Section

Section

MSHA

Pending

 

104 S & S

104(b)

and

110(b)(2)

107(a)

Assessments(2)

Legal

 

Mine(1)

Citations

Orders

Orders

Violations

Orders

($ in thousands)

Fatalities

Actions(3)

 

Texas Lime Company

 

 

 

 

 

 

0.6

 

 

Arkansas Lime Company

Plant

 

 

 

 

 

 

0.6

 

 

Limedale Quarry

 

5

 

 

 

 

 

4.2

 

 

U.S. Lime Company—St. Clair

 

4

 

 

 

 

 

2.7

 

 

Carthage Crushed Limestone

10

20.2

Colorado Lime Company

Monarch Quarry

 

 

 

 

 

 

 

 

Delta Plant

 

 

 

 

 

 

 

 


(1)The definition of a mine under section 3 of the Mine Act includes the mine, as well as other items used in, or to be used in, or resulting from, the work of extracting and processing limestone, such as roads, land, structures, facilities, equipment, machines, tools, kilns, and other property. These other items associated with a single mine have been aggregated in the totals for that mine.
(2)The proposed MSHA assessments issued during the reporting period do not necessarily relate to the citations or orders issued by MSHA during the reporting period or to any pending contests reported above.
(3)Includes any pending legal action before the Commission involving such mine as of December 31, 2021. Any pending legal actions were initiated by the Company and may include multiple citations or orders. The pending legal actions may relate to the citations or orders issued by MSHA during the reporting period or to citations or orders issued in prior periods. There was one legal actions instituted and resolved during the reporting period.

Pattern or Potential Pattern of Violations. During the year ended December 31, 2021, none of the mines operated by the Company received written notice from MSHA of either (a) a pattern of violations of mandatory health or safety standards that are of such nature as could have significantly and substantially contributed to mine health or safety hazards under section 104(e) of the Mine Act or (b) the potential to have such a pattern.

2



Exhibit 96.1

Technical Report Summary on

Texas Lime Company Limestone Operation

Johnson County, Texas, USA

Prepared for:

United States Lime and Minerals, Inc.

Graphic

SK-1300 Report

Effective Date December 31, 2021

Report Date: March 2, 2022

Page 1 of 50


DISCLAIMERS AND QUALIFICATIONS

SYB Group, LLC (“SYB”) was retained by United States Lime & Minerals, Inc. (“USLM”) to prepare this Technical Report Summary (“TRS”) related to Texas Lime Company (“TLC”) limestone reserves and resources. This TRS provides a statement of TLC’s limestone reserves and resources at its mine located in Johnson County, Texas and has been prepared in accordance with the U.S. Securities and Exchange Commission (“SEC”), Regulation S-K 1300 for Mining Property Disclosure (S-K 1300) and 17 Code of Federal Regulations (“CFR”) § 229.601(b)(96)(iii)(B) reporting requirements. This report was prepared for the sole use by USLM and its affiliates and is effective December 31, 2021.

This TRS was prepared by SYB Group’s President who meets the SEC’s definition of a Qualified Person and has sufficient experience in the relevant type of mineralization and deposit under consideration in this TRS.

In preparing this TRS, SYB relied upon data, written reports and statements provided by TLC and USLM. SYB has taken all appropriate steps, in its professional opinion, to ensure information provided by TLC and USLM is reasonable and reliable for use in this report.

The Economic Analysis and resulting net present value estimate in this TRS were made for the purposes of confirming the economic viability of the reported limestone reserves and not for the purposes of valuing TLC or its assets. Internal Rate of Return and project payback were not calculated, as there was no initial investment considered in the financial model. Certain information set forth in this report contains “forward-looking information,” including production, productivity, operating costs, capital costs, sales prices, and other assumptions. These statements are not guarantees of future performance and undue reliance should not be placed on them. The ability to recover the reported reserves depends on numerous factors beyond the control of SYB Group that cannot be anticipated. Some of these factors include, but are not limited to, future limestone prices, mining and geologic conditions, obtaining permits and regulatory approvals in a timely manner, the decisions and abilities of management and employees, and unanticipated changes in environmental or other regulations that could impact performance. The opinions and estimates included in this report apply exclusively to the TLC mine as of the effective date of this report.

All data used as source material plus the text, tables, figures, and attachments of this document have been reviewed and prepared in accordance with generally accepted professional geologic practices.

SYB hereby consents to the use of TLC’s limestone reserve and resource estimates as of December 31, 2021 in USLM’s SEC filings and to the filing of this TRS as an exhibit to USLM’s SEC filings.

Qualified Person: /s/ Keith V. Vickers

Keith V. Vickers, TXPG #3938

President, SYB Group, LLC

1216 W. Cleburne Rd

Crowley, TX 76036

Page 2 of 50


Table of Contents

List of Figures

4

List of Tables

5

1

Executive Summary

6

2

Introduction

7

3

Property Description

10

4

Accessibility, Climate, Local Resources, Infrastructure, and Physiography

11

5

History

12

6

Geological Setting, Mineralization, and Deposit

12

7

Exploration

18

8

Sample Preparation, Analyses, and Security

23

9

Data Verification

24

10

Mineral Processing and Metallurgical Testing

24

11

Mineral Resource Estimates

25

12

Mineral Reserve Estimates

28

13

Mining Methods

29

14

Processing and Recovery Methods

31

15

Infrastructure

31

16

Market Studies

32

17

Environmental Studies, Permitting and Plans, Negotiations or Agreements with Local Individuals or Groups

32

18

Capital and Operating Costs

33

19

Economic Analysis

33

20

Adjacent Properties

36

21

Other Relevant Data and Information

37

22

Interpretation and Conclusions

37

23

Recommendations

37

24

References

37

25

Reliance on Information Provided by the Registrant

38

Appendix A: List of Data Included in the Geologic Model

39

Appendix B: Annual Cash Flow Analysis

40

Page 3 of 50


List of Figures

1.

Fig. 3.1

Texas Lime Company Plant and Mine Location

2.

Fig. 6.1-1

Geologic Map of Texas, Surface Geology and Stratigraphy (TBEG, 1997)

3.

Fig. 6.1-2

Paleomap of the Cretaceous Western Interior Seaway

5.

Fig. 6.4-1

Detailed Fredericksburg Group stratigraphic column

6.

Fig. 6.4-2

Topography, N-S Cross Section and Hole Profile with Stratigraphy and CaCO, %

7.

Fig. 7.1-1

TLC Core and Test Holes utilized in Geologic Model

8.

Fig. 7.1-2

Example of TLC Hole Log, Core Hole TLC 16-12

9.

Fig. 7.2-1

TLC Property Outcrop Geology

10.

Fig. 11.3

TLC Ore Top Structure Map

11.

Fig. 13.4

Final TLC Pit Boundaries

12.

Fig. 15.1

TLC Mine Infrastructure Map

Page 4 of 50


List of Tables

1.

Table 1.1

Texas Lime Company – Summary of Limestone Mineral Resources as of December 31, 2021, Based on $11.05 Crushed Limestone

2.

Table 1.2

Texas Lime Company – Summary of Limestone Mineral Reserves as of December 31, 2021, Based on $11.05 Crushed Limestone

3.

Table 1.3

Capital Costs

4.

Table 1.4

Operating Costs

5.

Table 2.3

Glossary of Terms and Abbreviations

6.

Table 2.4

Visits Made by QP to TLC

7.

Table 5.2

Historical Exploration and Development Drilling

8.

Table 6.4

TLC Property Stratigraphy

9.

Table 7.1-1

All TLC Drilling Projects

10.

Table 7.1-2

Summary of 1955 and 1958 TLC Mine Site Drilling

11.

Table 7.1-3

Summary of 2016 Development Drilling

12.

Table 7.1-4

Summary of 2018 Exploration Drilling

13.

Table 7.2

Summary of Measured Section Sampling

14.

Table 11.2.4

Resource Parameter Assumptions

15.

Table 11.3

Summary of Drill Hole Database for the Model

16.

Table 11.4.1

Texas Lime Company – Summary of Limestone Mineral Resources as of December 31, 2021, Based on $11.05 Crushed Limestone

17.

Table 12.4

Texas Lime Company – Summary of Limestone Mineral Reserves as of December 31, 2021, Based on $11.05 Crushed Limestone

18.

Table 17.1

Mining and Environmental Permits

19.

Table 18.1

Capital Costs

20.

Table 18.2

Operating Costs

21.

Table 19.3-1

Sensitivity Analysis: Varying Discount Rate

22.

Table 19.3-2

Sensitivity Analysis: Varying Limestone Mining Cost

23.

Table 19.3-3

Sensitivity Analysis: Varying TLC East Area Mining Cost

24.

Table 19.3-4

Sensitivity Analysis: Varying Contractor Stripping Cost

25.

Table 19.3-5

Sensitivity Analysis: Varying All Mining and Contract Mining and Stripping Costs

26.

Table 19.3-6

Sensitivity Analysis: Varying Limestone Price

Page 5 of 50


1Executive Summary

The Texas Lime Company (“TLC”) mine is a production stage, open pit mine that produces high-grade limestone with calcium carbonate (“CaCO3”) quality above 96.0% from the Edwards formation that is delivered to TLC’s primary crusher. The TLC plant processes the limestone into various products that are sold to a variety of customers. The TLC mine is located in Johnson County, Texas on approximately 5,200 acres owned by TLC that contains known high-grade limestone reserves in a bed that typically ranges from 25 ft. to 35 ft. Operations began at the TLC mine in the 1940’s.

Mining at the TLC mine consists of pushing aside the topsoil and overburden using conventional earthmoving equipment and methods. The topsoil and overburden are used as backfill for nearby previously mined pits. The limestone ore body is then drilled and blasted, followed by loading and haulage utilizing conventional limestone mining equipment. The shot limestone is hauled to TLC’s primary crusher.

The TLC mine has procured, and is operating in compliance with, the required air and storm water permits that are required by the Texas Commission on Environmental Quality. TLC will be required to renew the permits when they expire in January 2026.

The TLC mine currently averages an annual production rate of approximately 1,400,000 tons of limestone per year. The expected mine life at that rate of production is in excess of 75 years.

Over the last 65+ years, drilling reports from drilling programs performed and historical production records have established that the Edwards formation limestone has consistent high-grade limestone (CaCO3 quality above 96.0%) in the TLC mine property. They have also confirmed the 25 to 35 ft. thickness of the Edwards limestone ore interval as well as the relatively shallow overburden that is favorable for open pit mining. The drilling data, along with information from mining faces and examination of widely spread Edwards outcrops, allow a high degree of geological confidence to be assigned to the quality and lateral continuity of the limestone on the property.

As noted in section 2.1, Keith Vickers of SYB Group (“SYB”), a consultant for United States Lime & Minerals, Inc. (“USLM”) for over 20 years, served as the Qualified Person (“QP”) and prepared the estimates of limestone mineral resources and reserves for the TLC mine. Summaries of the TLC mine’s limestone mineral resources and reserves are shown below in Tables 1.1 and 1.2, respectively. Sections 11 and 12 sets forth the definitions of mineral resources and reserves as well as the methods and assumptions used by the QP in determining the estimates and classifications of the TLC mine’s limestone mineral resources and reserves.

Table 1.1 Texas Lime Company – Summary of Limestone Mineral Resources as of December 31, 2021,

Based On $11.05 Crushed Limestone 1, 2

Resource Category

    

In Place
(tons)

    

Cutoff Grade
(% X)

    

Processing Recovery
 (%)
3

Measured Mineral Resources

116,533,000

Above 96.0 (CaCO3)

N/A

Indicated Mineral Resources

0

0

N/A

Total Measured and Indicated

116,533,000

Above 96.0 (CaCO3)

N/A

Notes: 1 Price Source from USGS Mineral Commodity Summaries 2021.

2 Shot limestone delivered to the primary crusher.

3 N/A: Not Applicable because estimated resources are in place.

Table 1.2 Texas Lime Company – Summary of Limestone Mineral Reserves as of December 31, 2021,

Based On $11.05 Crushed Limestone 1, 2

Reserve Category

    

Extractable
(tons)

    

Cutoff Grade

(% X)

    

Mining Recovery
 (%)

Probable Reserves

47,532,000

Above 96.0 (CaCO3)

95.0

Proven Reserves

63,174,000

Above 96.0 (CaCO3)

95.0

Total Probable and Proven

110,706,000

Above 96.0 (CaCO3)

95.0

Notes: 1 Price Source from USGS Mineral Commodity Summaries 2021.

2 Shot limestone delivered to the primary crusher.

The modeling and analysis of the TLC mine’s resources and reserves has been developed by TLC and USLM personnel and reviewed by management of the companies, as well as the QP. The development of such resources and reserves estimates, including related assumptions, was a collaborative effort between the QP and personnel of the companies.

The TLC mine has been a stable producer of limestone using the current equipment fleet and operating parameters for many years. This operating history and its 2022 budget were used to estimate the unit costs for limestone mining, overburden stripping, and annual sustaining capital expenditures. As the mine plan proceeds further from the existing crushing facility, haulage distance increases. This will require an increase in the haul truck fleet size in some years. Capital and operating costs were adjusted for this increased haulage requirement as shown in Appendix B. The fleet size is three trucks until 2027. From 2027 to 2036, from 2045 to 2052, and from 2100 to

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2102 the fleet size is four trucks. From 2037 to 2044 and from 2053 to 2064 the fleet size is five trucks. From 2065 to 2067 the fleet size is six trucks. Tables 1.3 and 1.4 set forth the estimated capital costs and operating costs, respectively, used to estimate future operations for the TLC mine.

Table 1.3 Capital Costs

Capital Cost Estimate

    

Cost

Annual Maintenance of Operations

$850,000

Haul Truck Cost

$650,000

Table 1.4 Operating Costs

Operating Cost Estimate

    

Cost

Limestone Mining Cost Per Ton

$2.86

Contractor Limestone Mining Cost per Ton

$3.10

Overburden Stripping Cost Per Ton

$2.03

It is the QP’s overall conclusions that:

1.

Geologically, the TLC mine limestone deposit has been proven by regional and detailed local drilling and sampling to have quality and thickness that is very consistent. Because of the simple geology, the mining method for the mine is straightforward and consists of uncomplicated open pit mining.

2.

The data detailed in this report that was used to estimate the resources was adequate for the resource interpretation and estimation.

3.

TLC has successfully mined this resource for many years using the same methods that are projected into the future. Significant increases in the cost of mining coupled with large decreases in the selling price of limestone would be required to make mining uneconomic. Historically, TLC has been able to increase sales prices in line with cost increases.

4.

There are no significant factors onsite that will impact the extraction of this ore body. TLC has been in operation for many decades during varying economic and market conditions. The mining operation has been modernized over the last twenty-five years, which has allowed it to optimize mining of the limestone deposit.

5.

Absent unforeseen changes in economic or other factors, including additional federal or state environmental regulations, the economic analysis and the amount of Proven and Probable Reserves indicate the operation reasonably has approximately 80 years of estimated mine life at current production levels.

2Introduction

2.1Issuer of the Report

Mr. Keith Vickers of SYB Group, LLC (“SYB”), a consultant for USLM for over 20 years, prepared this Technical Report Summary (“TRS”) on TLC’s mining operations located in Johnson County, Texas. Mr. Vickers is a Qualified Person (“QP”). USLM is a publicly-traded company on the NASDAQ Stock Exchange under the ticker symbol USLM and TLC is a wholly-owned subsidiary of USLM.

2.2Terms of Reference and Purpose

The purpose of this TRS is to support the disclosure of mineral resource and reserve estimates for TLC’s existing mining operations located in Johnson County, Texas, as of December 31, 2021. This TRS is to fulfill 17 Code of Federal Regulations (“CFR”) § 229, “Standard Instructions for Filing Forms Under Securities Act of 1933, Securities Exchange Act of 1934 and Energy Policy and Conservation Act of 1975 – Regulation S-K,” subsection 1300, “Disclosure by Registrants Engaged in Mining Operations.” The mineral resource and reserve estimates presented herein are classified according to 17 CFR § 229.1300 Definitions.

The QP prepared this TRS with information from various sources with detailed data about the historical and current mining operations, including individuals who are experts in an appropriate technical field. TLC has not previously filed a TRS.

The quality of information, conclusions, and estimates contained herein are based on: i) information available at the time of preparation; and ii) the assumptions, conditions, and qualifications outlined in this TRS.

Unless stated otherwise, all volumes and grades are in U.S. customary units and currencies are expressed in 2021 U.S. dollars. Distances are described in U.S. standard units.

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2.3Sources of Information

This TRS is based upon engineering data, financial and technical information developed and maintained by TLC or USLM personnel, work undertaken by third-party contractors and consultants on behalf of the mine, public data sourced from the United States Geological Survey, Texas Bureau of Economic Geology, internal TLC technical reports, previous technical studies, maps, TLC letters and memoranda, and public information as cited throughout this TRS and listed in Section 24. Table 2.3 is a list of the terms used in this TRS.

This TRS was prepared by Keith V. Vickers, BSGeol, MSGeol, TXPG #3938, CPetG #6152. Detailed discussions with the following were held during the preparation of the TRS:

Mr. Timothy W. Byrne, President, CEO USLM, Dallas, Texas

Mr. Michael L. Wiedemer, Vice President, CFO USLM, Dallas, Texas

Mr. Russell R. Riggs, Vice President, Production, USLM, Dallas, Texas

Mr. M. Michael Owens, Corporate Treasurer, USLM, Dallas, Texas

Mr. Jason Nutzman, Director of Legal and Compliance, USLM, Dallas, Texas

Mr. Wendell Smith, Director Environmental, USLM Dallas, Texas

Mr. Julius J. Harris, Vice President and Plant Manager, TLC, Cleburne, Texas

Mr. Peter McKenzie, Mine Manager, TLC, Cleburne, Texas

Mr. Tom Quinlan, Quality Control Laboratory Manager, TLC, Cleburne, Texas

Mr. Keith Vickers, SYB Group, USLM Consulting Geologist, Crowley, Texas

Table 2.3 Glossary of Terms and Abbreviations

Term

    

Definition

AAPG

American Association of Professional Geologists

AASHTO

American Association of State Highway and Transportation Officials

ASTM

American Society for Testing and Materials

CaCO3

Calcium Carbonate

CEO

Chief Executive Officer

CFO

Chief Financial Officer

CFR

Code of Federal Regulations

DFW

Dallas Fort Worth

DTM

Digital Terrain Model

E

East

F.

Fahrenheit

Fig.

Figure

ft.

Feet

GLONASS

Global Navigation Satellite System

GPS

Global Positioning System

LIBOR

London Inter-Bank Offered Rate

LIDAR

Light Detection and Ranging

LST

Limestone

N

North

NAD

North American Datum

NPV

Net Present Value

P.E.

Professional Engineer

PG

Professional Geologist

QP

Qualified Person

QC/QA

Quality Control/Quality Assurance

S

South

TRS

Technical Report Summary

TLC

Texas Lime Company

U.S.

United States

USGS

United States Geological Survey

USLM

United States Lime and Minerals, Inc.

WAAS

Wide Area Augmentation System

W

West

XRF

X-Ray Fluorescence

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2.4Personal Inspection

The QP, who has been a consulting geologist for USLM for over 20 years, is familiar with TLC’s mine geology and operations. In addition, the QP conducted onsite visits to review data, confirm protocols, and gather specific information required for the TRS not previously available to him.

On September 3, 2021, the QP met TLC personnel in the TLC mine office to review the drill hole and surface sample database and discuss what data was available and needed for the TRS. The QP inspected the mine and reviewed the core storage methods. Core logging and sampling procedures were verified. The QP discussed quality control and quality assurance with the TLC QC/QA lab manager. A review of the core sawing methods and sample preparation for analytical tests also occurred.

On November 29, 2021, the QP visited the site to update and review a report checklist with TLC management and personnel. Also attending this visit was Mr. Peter Christensen (consultant) to provide clarity and insight into the new SK-1300 regulatory requirements. A review of the resource areas, grade controls, and production hole sampling and surveying procedures occurred at the plant office. The QP also inspected several mined locations in the mine to examine the consistency and thickness of the limestone interval. The mining faces were also compared to the existing geologic model and the QP met with the QC/QA lab manager to obtain lab and X-Ray Fluorescence (“XRF”) standard certifications and instrument service/care contracts. Table 2.4 is a partial list of dates the QP has visited the mine.

Table 2.4 Visits Made by QP to TLC

Date

    

Reason

1997

Performed Resource Estimate Based on Available Data

2008

Geologic Modeling from Test and Production Holes

2011

Supervise Percussion Drilling Project

2014

Oriented New Mine Manager, Assisted in Updating Stripping Program  

2015

Updated Mine Model from Recent Production Data

2016

Supervised Core Drilling Project

2017

Geologic Support Adjacent Property Acquisition

2018

Geologist for Exploration Drilling, Adjacent Property

3Property Description

3.1Property Description and Location

TLC’s operations (32°15’28.65”N, -97°33’46.41”W, Fig. 3.1, GoogleEarth, 2021) are located in Johnson County, southwest of Cleburne, Texas, 12 miles by a state highway.

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3.2Mineral Rights

TLC wholly owns in fee (surface and mineral) approximately 5,200 acres with the exception of 333 +/- acres in Tract 1, Abstract 200, in which it owns the entire mineral estate only (no surface) (AcreValue website, 2021) (USLM internal report). Title includes a clause for negotiating the purchase of the surface. Information was furnished by TLC.

3.3

Significant Encumbrances or Risks to Performing Work on the Property

There are no significant issues or risks to work on the properties outside of those generally related to mining operations.

3.4Lease Agreements and Royalties

TLC does not receive any royalties as it is not the lessor for any mineral rights on its properties.

4

Accessibility, Climate, Local Resources, Infrastructure, and Physiography

4.1Topography, Vegetation, and Physiography

The area’s topography comprises broad valleys associated with the Brazos River drainage and abundant small branch valleys extending on either side of the river. TLC’s operations are on one of the ridge and plateau areas. The elevation ranges from 990 ft. to 660 ft. There is little soil covering the rock outcrops along the sides and ends of the ridges; slightly more occurs on top.

The tree types are consistent with the vegetation typically found in this region. The flat valley floors are primarily agricultural land with hay pastures the dominant agri-businesses.

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The operation is in the physiographic province known as the Grand Prairie (Texas Almanac website, 2019). Rocky soils on limestone units and clay-rich soil developed on shale and clay and marl units characterize this province. Much of the province has thin to no soil thickness that results in a treeless terrain for the most part.

4.2Accessibility and Local Resources

Primary access to the operation is by State Highway 67 and then by State Park Road 21 or county road 1434. Cleburne has a population of approximately 30,000 and is served by a municipal airport. Commercial airline travel is through DFW International Airport, 65 miles away. Roads are well paved with broad shoulders and load weight designed for multi-axle trucks. The majority of the operation’s workers live in Johnson County and some live in the surrounding counties.

4.3Climate and Operating Season

The average rainfall for Johnson County is 38 inches of rain per year. The County averages one inch of snow per year. On average, there are 231 sunny days per year in Johnson County. The County averages 75 precipitation days per year. Precipitation is rain, snow, sleet, or hail that falls to the ground. The average temperature ranges from a high in July of 95 degrees F. to a low of 33 degrees F. in January (https://www.bestplaces.net, 2021). There are infrequent winter storms that may make operations pause for a day or so but nothing long-term. The above conditions make year-round mine operation possible with little weather-related lost time.

4.4Infrastructure

4.4.1Water

There are no issues with the water supply.

4.4.2Energy Supply

Fuel supply for TLC’s mining operations is from distributors in Johnson County.

4.4.3Personnel

The DFW Metroplex has a population of 7.6 million and the nearby town of Cleburne has 30,000 people that the mine can draw from for new or replacement employees (U.S. Census website, 2020).

4.4.4Supplies

The mine’s supply needs are not an issue since all the major manufacturers have representatives in the DFW Metroplex area. All the major airlines and air freight carriers serve DFW International Airport and the airport is considered a prime hub. Several trucking companies provide service to the operation from Johnson County and the DFW area.

5History

5.1Prior Company Ownership

The TLC mine began operations in the 1940’s. USLM (formerly known as Rangaire Corporation) purchased TLC in the 1960s, which owned 458 acres in Johnson County, Texas, at the time. In the years that followed, TLC acquired additional acres of land resulting in the current ownership of approximately 5,200 acres of land in Johnson County, and built three rotary kilns, two of which have preheaters and are still in operation, as well as other operational and office facilities. Information was provided by TLC.

5.2Exploration and Development History

Table 5.2 Historical Exploration and Development Drilling

Year

Company

Purpose

Summary

of Work

Comment

1955

TLC

Exploration

159 Core Holes

Hill & Johnson Co.

1955

TLC

Development

33 Core Holes

A.D. Holland Reserves

1958

TLC

Development

37 Core Holes

McClung Reserves

1997-Present

TLC

Production Drilling

Percussion Holes

Mine Bench QC

2009-2021

TLC

Development

Test Holes

Local Data Points

Note: A detailed discussion of all drilling and results is in Section 7.1.

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6Geologic Setting, Mineralization, and Deposit

The TLC mining operation has, and is, mining the upper part of the Cretaceous age Edwards Limestone. The associated lime plant requires unique chemical properties found in the Edwards. The mining operation has been mining continuously for the past seven decades. The longevity of this mine is due to the availability of resources, low chemical variability, and reasonably consistent thickness of the limestone ore mined.

6.1Regional Geology

Shallow seas covered Texas during the early Paleozoic (Cambrian-Ordovician), the late Paleozoic (Permian) and the late Mesozoic (Cretaceous). These environments produced the extensive carbonate strata that form the limestone surface belt known as the Edwards Plateau.

The regional geology consists of northeast to southwest trends of outcropping and subcropping bands of rock groups ranging from the Permian age (oldest) to Eocene age toward the Gulf Coast. The Cretaceous age trend stretches from the border with Oklahoma down through the San Antonio area along with other outcrop trends (Fig. 6.1-1).

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The Fredericksburg Group is part of this series and includes the Edwards Limestone formation. Fredericksburg Group sediments were deposited on an extensive reef bank. This environment covered nearly all of the Midwest of the United States. It was part of a seaway (broad trough) that extended northwest into western Canada (Fig. 6.1-2) (www.cretaceousatlas.org/geology/, 2021).

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6.2Local and TLC Property Geology

Locally, Johnson County surface geology consists of almost flat-lying strata with the geologic age range of Cretaceous (oldest) and Quaternary (youngest). The units dip east-southeast gently toward the East Texas Basin further to the east. These units are unaffected by the significant faults that bound that basin (Collins and Baumgardner, 2011).

The structural fabric across the TLC property is straightforward, consisting of a dip with minimal range from two to four degrees to the east-southeast. In the past seven decades, no faulting has been observed on the surface or encountered by drilling or mining. The thickness of the Edwards ore interval ranges from 25 to 35 ft. and covers the entire property except were eroded. Photogeology and surface mapping have determined the outcrop is almost continuous in the area of the TLC property limits. The outcrop pattern reflects the almost flat dip with no subsurface structural relief.

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In 1955, Albert A. Lewis drilled 159 holes on the property and locally. Data from recent holes on the site, contiguous parcels, and measured sections further confirm the same limestone bed is present across the entire TLC property. The Edwards is an almost linear north-south outcrop across the property. This data, along with information from mining faces and examination of nearby Edwards outcrops, provide a high degree of geological confidence of the quality and lateral continuity of the limestone on the property.

The TLC mine geology is a mirror image of the regional and local geology. The Edwards forms low relief cliffs that are bleached by the sun to bright white. In 1997 TerraCon, Inc. mapped the local area Edwards outcrop using photogeology methods (Bowers and Vickers, 1997). In some cases, the outcrop is hidden by weathering in the Kiamichi shale just above the formation.

6.3Mineralization

Unlike other industrial minerals or metal deposits, high calcium limestones are the product of unique depositional environments only, not by subsurface alteration or enhancement. The CaCO3 content is the product of reef organisms that build their exoskeletons out of CaCO3 derived from the marine environment. The reef area has very limited or no exposure to non-carbonate materials such as clay, silica, and iron that reduce the CaCO3 content. No subsurface mineralization has occurred to create or enhance the CaCO3content in this deposit.

6.4Stratigraphy and Mineralogy

The following is a detailed discussion of the mine site stratigraphy. The Fredericksburg Group lithologies reflect changes in shoreline movement. The back-and-forth movement of the shoreline results from sea-level changes. Fig. 6.4-1 is the stratigraphic column for Western Johnson County (Brand, 1953).

Thin alternating shale and shaley limestone comprise the Walnut formation, deposited in near-shore shallow water such as a marsh or shallow tidal bay. The Comanche formation represents deeper water deposition with limestone beds alternating with widely separated shale layers, such as present in a lagoon or back reef bay environment. The Edwards formation is limestone with no land-derived shale or sand layers. The depositional conditions were clean seawater with moderate depth (sun light), resulting in massive carbonate reefs (Lozo et al., 1959).

Next, during deposition of the Kiamichi formation, the water depth deepened significantly, stopping nearly all reef production. This water depth change resulted in thick shale beds with very thin limestones and thin sandstones that typically represent deeper offshore areas and are associated with fine grain sediment input. The group’s top and bottom are marked by a depositional hiatus, or erosional surface called an unconformity. These surfaces sometimes represent aerial exposure (dry land) and sediment removal. Fig. 6.4-1 contains the Fredericksburg Group stratigraphic sequence, thickness range, and lithology (Brand, 1953). Table 6.4 shows a stratigraphic order and thickness of the mined strata on the site. A cross-section index map with a north-south cross-section from the TLC mine is shown in Fig. 6.4-2.

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Table 6.4 TLC Property Stratigraphy

Stratigraphic

Unit

    

Thickness Approximate

Range

    

Primary Lithology

Duck Creek

20 ft. to 35 ft.

Shale, Minor Limestone, Sandstone

Kiamichi Shale

35 ft. to 50 ft.

Shale, Very Thin Limestone, Sandstone

Edwards LST

25 ft. to 35 ft.

Clean Limestone, Abundant Reef Fossils

Comanche LST

30 ft. to 40 ft.

Clayey, Sandy Limestone

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7Exploration

The sample database used for the TLC geologic model is composed of multiple sources of data types. These sources include core and percussion drilling, measured sections with outcrop or highwall sampling, and photogeology mapping the Edwards limestone outcrop beyond the operation. Because of the TLC’s significant land position, little exploration drilling has been necessary for the last 60 years. A considerable amount of the recent drilling has been near the mine and on TLC property.

7.1Drilling Programs

A summary of all drilling projects in the local vicinity and on TLC property is in Table 7.1-1. These projects include exploration, development, and production drilling by diamond and percussion bit methods.

Table 7.1-1 All TLC Drilling Projects

Year

    

Company

    

Purpose

    

Summary of Work

    

Comment

1955

TLC

Exploration

189 Core Holes

Regional Area

1955

TLC

Exploration

7 Core Holes

Resource Purchase

1958

TLC

Development

123 Core Holes

Resource Purchase

1997-Present

TLC

Production Drilling

Percussion Holes

Mine Bench QC

2009-2021

TLC

Development

Test Holes

Near Pit Data Points

2016

3D Drilling Inc.

Development

12 Core Holes

Overburden and Ore Data

2018

Rubicon Drilling

Acquisition

12 Core Holes

Exploration

Fig 7.1-1 is a map of all core hole drilling programs utilized in the geologic model with labeled resource areas. A list of the hole database containing the hole name, XY coordinates, can be found in Appendix A.

Map

Description automatically generated

Before 1955, TLC leased a mining property in Johnson County. To secure ownership of mining properties and extend resources, TLC sponsored an extensive exploration and development drilling program conducted by Albert A. Lewis P.E./Geologist in 1955 and 1958. These programs core drilled in southwestern Johnson County. The exploration area centered around the current mining area (Wilbanks Tract, Lewis, 1955). The program consisted of 189 core holes and provided detailed information when the Edwards was present. The program results led to the purchase of the first mining properties at the TLC’s present-day location.

The average CaCO3 percentage for entire 189-hole project was 97.9%. Table 7.1-2 lists the drilling results for properties located at the current mine site. The consistent CaCO3 quality and thickness results from this detailed drilling was evidence that drill hole spacing was not a limiting factor in confirming continuity and consistency of the Edwards limestone. Summary tables for each parcel are in the internal reports. After review and verification, it was evident that the quality limit resulted in CaCO3 percentages above 96.0% for the majority of the properties drilled.

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Table 7.1-2 Summary of 1955 and 1958 TLC Mine Site Drilling*

Property

Number of Holes

Average LST

Thickness (Ft.)

Average CaCO3

Percentage (%)

1

12

26

98.2

2

13

19

96.9

3

3

22

97.9

4

36

27

98.8

5

7

30

97.6

6

6

29

98.7

7

5

27

98.6

8

6

28

97.1

9

4

27

98.4

10

33

28

97.6

11

5

23

97.2

Total

130

26

97.9

Note: *From Lewis, 1955 and 1958 internal drilling reports.

The core sampling and logging methods employed in the 1955 and 1958 drilling are comparable to modern-day techniques. Lewis reported the county surveyor surveyed the hole locations that produced maps for the reports’ resource calculations. The reports do not contain the hole location coordinates. The reports have hole location maps for the leased and acquired tracts and provided property location maps for all the drilled properties.

During drilling, cuttings and core were collected. In the locations where the overburden was absent, cuttings were collected until enough hole was drilled to set up the core barrel assembly. An air compressor was used to clean the holes and retrieve the cuttings while drilling. A cone rock bit was used to drill the cuttings which produced coarse (-0.5 inch) cuttings. Samples were collected in the box from a pipe that ran to the collar flange over the hole. A sample was taken and bagged and the hole was blown clean every two ft. After five ft., the composited sample in a bag was labeled internally and externally. The collection box was then cleaned and the hole blown clean before the next composite. Hole locations with nearly ten ft. or more of overburden core drilling were started as soon as solid bedrock was drilled. The cuttings and core were logged at the hole site. The data logged were core recovered, stratigraphy, lithology, and stratigraphic top and bottom.

The reports provided detailed drill logs and laboratory result sheets. Holes, where mapped locations are provided, are material to developing the geologic model. The chemical analysis results are very comparable to analysis from holes recently drilled. These drilling reports establish that the Edwards limestone has consistent CaCO3 quality above 96.0% around the current TLC operation site.

In 2016, additional development core drilling was done to support the mine advancement (Fig. 7.1-1). A twelve-hole program was approved and followed the core logging and sampling USLM protocols. The holes were located by GPS unit and logged at the location. The TLC QC/QA lab conducted the XRF analysis. The results of this drilling and analysis are very comparable to the results from the other core projects. A summary of these results is presented in Table 7.1-3.

Table 7.1-3 Summary of 2016 Development Drilling

A

Property

    

Number of Holes

    

Average LST

Thickness (Ft.)

    

Average CaCO3

Percentage (%)

TLC North and West

12

27

Above 96.0

Note: From 2016 SYB Group Drilling Report.

The chemical results were consistent with the core analyzed in the 1955 drilling programs.

The most recent exploration project occurred on land now owned by TLC. The land adjoins the mine property east of State Park Road 21. The drilling program consisted of eight core holes on the sale tract and four were drilled on adjacent TLC property to the west. The Edwards Limestone quality and minable thickness were confirmed on both parcels and the sale tract was purchased. Table 7.1-4 contains a summary of the drilling results. The holes were surveyed by a GPS unit and logged at the location according to the core logging protocols USLM had established. The TLC QC/QA lab conducted the XRF analysis.

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Table 7.1-4 Summary of 2018 Exploration Drilling

Property

    

Number of Holes

    

Average LST

Thickness (Ft.)

    

Average CaCO3

Percentage (%)

TLC East

12

24

Above 96.0

Note: From 2018 SYB Group Drilling Report.

The CaCO3 percentage results were consistent with the drilling results in the active mine areas. Depths of the east drilling Edwards tops and bottoms compare well with the 2016 TLC drilling tops and bottoms, confirming a nearly flat-lying formation with a low dip range from two to four degrees to the east-southeast. The protocols for the project are presented below in this section.

TLC has for many years conducted development drilling and sampling on the properties being actively mined. This drilling has consisted of percussion (test holes) and coring to provide geology/lithology, quality control, and data to confirm or update the mine geologic model.

The current protocols for drilling, logging, and sampling cores have been developed over several years as equipment and analyses have changed. Contract geologists selected all core drilling locations with the approval of sites and drilling budget by USLM/TLC management. Core drilling was conducted directly under the supervision of contract geologists. All core was logged by SYB Group or an approved USLM contract geologist using a protocol modified from the Shell Sample Examination Manual (Swanson, R.G, 1981) that was modified by SYB Group and approved by USLM.

Immediately upon retrieval, the core was placed on a V-shaped trough. All core pieces were fitted together and labeled with a permanent marker in one-foot intervals. Next, characteristics related to the suitability of the limestone for the TLC plant processing and geology are recorded. These items are stratigraphy, key marker lenses/layers, lithology characteristics, visual identification of ore top and bottom, and structural disturbance. The core from each drill hole was placed into cardboard boxes in two-foot intervals totaling 10 ft. at the drill site. The boxes were labeled with a box number, company information, hole number, core runs, and depths marked on each box. The boxes were then delivered to the TLC core storage warehouse. The contract geologists were responsible for examining the core and compiling a detailed interval list for XRF analysis. This list was later entered into Excel to build an analysis database. The intervals were two ft. long and included intervals six to ten ft. above and below the lithologically identified ore zone. This excess is so the top and bottom of the ore could be chemically defined.

Once the cores were at the core storage area, the core intervals were diamond sawed into two-thirds to one-third splits. The interval’s one-third split was then bagged in a plastic bag and labeled with the depth interval to be analyzed. The bagged intervals are kept in plastic labeled buckets or boxes in separate groups by the hole and then submitted to the TLC QC/QA lab for XRF analysis. Any portions of samples not destroyed during the testing process are stored at TLC’s core storage facility.

The percussion development or test hole drilling is ongoing. A hole is drilled as soon as new land is cleared, stripped, or new access to an area right above the top of the Edwards is available. Locations are selected to provide data points providing closer spacing to the core locations. Mine drilling crews performed test hole logging primarily but contract geologists logged the holes when needed. This program is utilized to confirm (pit specific) the mine geologic model and verify the CaCO3 content between core holes. These holes were sampled by catching drill cuttings in a container next to the hole or from the cyclone dust collector, depending on the drill utilized while drilling the desired interval of five or two ft. The hole is then swept by cycling the drill string up and down while blowing the hole clean. The upper interval above is drilled and sampled if the hole location is not directly on top of the ore zone. This non-ore interval thickness is minimized so that contamination from above is not a concern. A 20-mesh steel screen is used to separate dust and fine particles to obtain the largest chip sizes for visual examination and XRF analysis.

Production holes are selected from the blast hole patterns and are part of a weekly quality control program that existed for most of the mine’s life. These holes provide detailed bench-specific chemical quality and ore zone thickness data. The production hole results were not included in the TRS resource estimate because of the missing location information and high spatial density of data (model biases).

Holes were surveyed using GPS (WAAS and GLONASS capable) units. After surveying by drone (Firmatek Inc.), some locations are checked to be verified. When adjustment was needed in the horizontal plane, it was usually under 10 ft.

The lithology, chemical analysis, and ore interval for all database holes were plotted as logs. A recent core log is shown below in Fig. 7.1-2. These logs were used to correlate stratigraphy, lithology, and ore zone intercepts. Also, they form a visual catalog for the hole data. Sources for this section were TLC personnel and historical reports.

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Graphic

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7.2Surface Mapping and Sampling

Outcrop section sampling and measuring had occurred when access for a drill was problematic or offsite. These sampling programs were conducted at TLC in 1998, 2015, 2017, and 2020 to locate and describe sample outcrops and extend the geologic database. A representative section was measured at each location, samples were collected, and the lithology was described. These sampling sites were used to provide chemical quality and surface mapping of the limestone units in and beyond the boundary of the active mining operation. The outcrop or highwall sampled section was surveyed by GPS and marked on aerial photos. Representative hand samples were obtained from each section, where access would allow, by a hammer. The piece was prepped, so only fresh material was present. The sample and a plastic zip bag were labeled with a permanent marker with the sample number. Samples were submitted to TLC QC/QA lab for prep and XRF analysis. A profile was made for each section using USGS LIDAR scanned topography, and outcrop samples were plotted with CaCO3 percent results on the profile.

The N. West section was measured to confirm the presence of the Edwards and validate three holes drilled there because specific locations could not be established. Table 7.2 summarizes outcrop measured sections and the average CaCO3 percentage for the section. Fig. 7.2-1 is an example of a measured section profile (N. West) with outcrop sample locations marked.

Table 7.2 Summary of Measured Section Sampling

Property

    

Number of

samples

    

Estimated LST Thickness (Ft.)

    

Average CaCO3 Percentage (%)

TLC East

4

23

96.6

West

3

30

97.3

N. West

3

30*

98.3

North

4

30

98.4

Note: * Drilling was stopped in the ore interval.

Diagram

Description automatically generated

The drilling, surface sampling, and mapping results have provided the following conclusions. Locally, the Edwards outcrop is almost continuously visible across the TLC area. Recent sampling confirmed the mapping by photogeology by TerraCon, Inc. in 1997. This mapping confirmed, and drilling has substantiated, the presence of the limestone throughout the TLC property. Sources for this section were consultants and TLC.

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7.3Hydrogeology Information

No hydrogeological studies have been conducted at the TLC property and the State of Texas does not require TLC to do so. Because the floor of the TLC mine is above the groundwater table.

7.4Geotechnical Information

The state of Texas does not require geotechnical studies to be performed at mines.

8Sample Preparation, Analyses, and Security

8.1Sample Preparation and XRF Analysis

The TLC plant produces many products which are under strict quality parameters for chemical and physical quality. The TLC QC/QA lab was established many years ago and has been upgraded as required to meet the increasing demands of the customer base. In addition, customer quality control labs test TLC product shipments frequently.

XRF is one of the primary methods for determining the chemical content of limestone. The TLC QC/QA lab has been responsible for conducting XRF analysis on plant products and all limestone samples from stockpiles, belt feed samples, drilling, to hand samples collected for outcrop conformation. The five significant oxides are analyzed. CaO is most important because of the plant’s raw limestone requirement above 96.0% CaCO3.

XRF sample preparation, whether core or cuttings, is crushed the entire sample to -10 mesh. The sample is then separated and reduced by a ruffle to 250 grams, drying and pulverizing a representative split to -150 mesh. The samples are analyzed for these oxides CaO, MgO, Fe2O3, Al2O3, and SiO2, following USLM’s XRF analytical method for limestone analysis. The technique involves pressing the powder into a pellet using a wax binder to hold the shape. The sample trays are loaded into the instrument with samples, a copper standard, and a certified control standard. The analytical procedure and protocol information was provided by TLC QC/QA personnel and other information for this section was provided by TLC personnel.

8.2 Quality Control/Quality Assurance

The unknown samples are analyzed twice in a run to provide data to confirm repeatability. All sample preparation equipment is cleaned after preparing each sample and before the subsequent preparation. The instrument is cleaned and calibrated each year by the manufacturer and is under a service contract. Whenever the device becomes dirty and registers out of calibration or out of specification for the standards, the manufacturer comes out to clean, recalibrate, and repair if necessary. The oxide results of each sample are totaled to determine if the data is within an acceptable error range around 100%. The sample analysis is rerun if the total oxide percentage exceeds acceptable error limits. Sample preparation and a newly prepped sample correct the problem in many cases. The lab has a set of certified limestone standards to cover the content range of the major oxides that can occur in limestones. The appropriate standard is run concurrently with the unknown samples. The standard results are compared run to run to ensure the instrument operates correctly.

USLM has a total of four QC/QA labs among its wholly-owned subsidiaries. These labs can perform many of the same analyses, specifically XRF. At any time one lab goes down or needs verification of analytical (XRF) results, samples can be sent to another lab for continuing analysis of the sample or cross verification.

The TLC QC/QA lab is certified by:

·

Highway Departments in Texas, Louisiana, Oklahoma, Kansas, New Mexico, and Colorado;

·

The Food and Drug Administration;

·

Underwriters Laboratory; and

·

Member of Sedex Global.

The lab follows procedures and protocols set forth by:

·

ASTM Methods: C-25, 50. 51, 110, 977;

·

AASHTO Methods: M216-05, 219; and

·

USLM protocols for testing whole-rock samples.

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The lab utilizes certified limestone samples to verify the accuracy and calibration of its instrumentation. These are:

·

Euronorm MRC 701-1;

·

China National Analysis Center:

-NC DC 60107a;
-NCS DC 14147a;
-NCS DC 70307; and
-NCS DC 70304.

The security for limestone geological samples is not required as compared to the procedures needed for precious metals (gold, silver, etc.). Core or other samples are, immediately after drilling, taken to the core storage area by the contract geologist, member of the drill crew, or the collector of limestone samples. They are logged in and then processed by TLC QC/QA lab personnel. The change of possession is limited to two or three people that can be identified and held accountable for the whereabouts of the samples before delivery to the lab. This information was provided by TLC QC/QA lab personnel.

8.3 Opinion of the Qualified Person on Adequacy of Sample Preparation

The QP noted the adherence to preparation and analytical procedure protocols by the TLC QC/QA lab personnel. The analysis of geologic samples is conducted with the same care as the TLC QC/QA testing for the products produced by the plant. The opinion is that the analytical program and lab provide reasonably accurate data for determining resource estimates.

9 Data Verification

9.1 Source Material

The QP worked with onsite TLC personnel to obtain databases and raw data. There was an ongoing interface with TLC personnel while reviewing and verifying the data needed to model the resources. For this TRS, the hard copy data was compared with the digital database for correctness and thoroughness. The data from the old drilling programs were validated as reasonably as possible by comparing lithology and depths from nearby recent holes. Recent hole ore intercepts were cross-checked with the appropriate mine surveys to verify and confirm surveyed collar data.

The 1955 hole maps with the plotted surveyed locations were georeferenced using Global MapperTM and then digitally overlain on age appropriate USGS Quad Geotiff raster maps to verify location and, when possible, topography (USGS MapView, https://ngmdb.usgs.gov/topoview/viewer).

When possible, the original hole analyses were re-composited using a cutoff above 96.0% CaCO3 cutoff. Then CaCO3 averages were compared to recent holes. The selected core from the recent drilling was compared to drill site core logs to confirm logging was suitable for the intercept data needs. The QP met with the QC/QA lab manager to validate that the QC/QA protocol was followed for the geologic samples and the instrument’s status records. The sources for this data are the TLC QC/QA lab, contract geologists, and Firmatek Surveying.

A truck LIDAR or drone photogrammetry elevation survey provides spatial control for TLC mining. These surveys are conducted quarterly and year-end. They are accurate to within one foot when coupled to a Trimble ground station. (Firmatek, 2020). All surface mapping and sample locations were surveyed by hand-held GPS and adjusted where necessary when compared with federal government or private LIDAR data sources. Locations for select accessible sites were survey-checked with GPS for validation.

9.2 Opinion of Qualified Persons on Data Adequacy

After contacting TLC personnel and subcontractors, reviewing the material, and performing verification processes, the QP is satisfied the drill hole database and chemical analysis data are reasonably valid. The QP’s opinion is that the data has been analyzed and collected appropriately and reasonably and that the data was adequate for the resource interpretation and estimation.

10Mineral Processing and Metallurgical Testing

The limestone mined at the TLC property is sedimentary without alteration due to metamorphic or igneous geologic processes. The uniqueness and suitability of the raw stone for making the plant’s products are based on the percent of CaCO3 content in the limestone. There is no metal content in the ore and no need to perform metallurgical testing. Shot limestone from the mine has been supplied to the plant’s primary crusher for many years. The mine does not operate crushing and screening processes, so testing is unnecessary. TLC personnel furnished the preceding information.

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11Mineral Resource Estimates

11.1Definitions

A mineral resource is an estimate of mineralization, considering relevant factors such as cutoff grade, likely mining dimensions, location, or continuity, that, with the assumed and justifiable technical and economic conditions, is likely to, in whole or in part, become economically extractable. Mineral resources are categorized based on the level of confidence in the geologic evidence. According to 17 CFR § 229.1301 (2021), the following definitions of mineral resource categories are included for reference.

An inferred mineral resource is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of limited geological evidence and sampling. An inferred mineral resource has the lowest level of geological confidence of all mineral resources, which prevents the application of the modifying factors in a manner useful for the evaluation of economic viability. An inferred mineral resource, therefore, may not be converted to a mineral reserve.

An indicated mineral resource is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of adequate geological evidence and sampling. An indicated mineral resource has a lower level of confidence than the level of confidence of a measured mineral resource and may only be converted to a probable mineral reserve. As used in this subpart, the term adequate geological evidence means evidence that is sufficient to establish geological and grade or quality continuity with reasonable certainty.

A measured mineral resource is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of conclusive geological evidence and sampling. As used in this subpart, the term conclusive geological evidence means evidence that is sufficient to test and confirm geological and grade or quality continuity.

11.2Key Assumptions, Parameters, and Methods

11.2.1Resource Classification Criteria

Geologic and analytical data from regional and local drilling along with surface sampling/mapping have proven that the Edwards limestone has a consistent CaCO3 content above 96.0% and a small range of thickness (25 ft. to 35 ft.) across many square miles of outcrop area in Johnson County. These analytical results cover from 1955 to 2021 and are sufficient to establish reasonable certainty of geological presence, grade, and quality continuity on the property.

Practically any outcrop of the Edwards limestone on the TLC property will supply limestone with a CaCO3 above 96.0%. The many years that the TLC mine has operated historically proves the extraction of the deposit is economical. The geologic confidence is high with the abundance of verified sampling, classifying these resources in the measured category is appropriate.

11.2.2Market Price

A reasonable market survey for industrial mineral prices is conducted by the USGS each year. The publication is titled “USGS Mineral Commodity Summaries 2021.” Their database is comprised of sources from the entire United States. The study considers such material issues as regional price differences, weather effects, production issues, and decreased demand from downstream users. For 2020, USGS reported an average value price crushed limestone per metric ton of $12.19, which converts to $11.05 per short ton for crushed limestone. TLC mine’s only product is shot limestone and is the sole supplier to the TLC plant.

11.2.3Fixed CutOff Grade

The TLC mine supplies shot limestone to the plant’s primary crusher and is further processed by the Texas Lime Company plant for products to sell to end-user markets. The plant must be provided with a limestone source above an average CaCO3 threshold for customer needs. No matter the product, the raw limestone must exceed a minimum average content above 96.0% CaCO3. This percentage is considered a fixed cutoff grade because the percentage does not vary for the current plant products. The average percent of CaCO3 can be higher but not lower to meet the quality requirement of the plant. Mining stone with a significantly higher average CaCO3 percentage results in the deposit being high-graded which shortens the mine’s life. Lowering the grade is unacceptable for the plant.

A primary XRF analysis quality control check is to total all the oxide percentages to determine how close the analysis total is to 100%. CaO is the primary oxide of the sample analyzed and the remainder is comprised of MgO, Fe2O3, Al2O3, and SiO2 (refer to Section 8).

Since the mine operates on a fixed cutoff grade, there are no specific economic criteria for changing the cutoff grade. Any cost factors that increase the mining cost of limestone at this cutoff grade would be offset by appropriate downstream price increases in the TLC plant’s products. The fixed cutoff grade determines the ore body thickness, an economic limit because of high stripping ratios.

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11.2.4Summary of Parameters

Modifying factors are the fixed cutoff grade, the final pit shell area, and property line offset. Key assumptions and parameters applied to estimate mineral resources are in Table 11.2.4

Table 11.2.4 Resource Parameter Assumptions

Modifying Factor

    

Parameter

Fixed Grade Cutoff

Above 96.0% CaCO3

Estimated Final Pit Shell

Pit Shell Outline

Property Offset

20 ft.

Mineability

Reasonably Expected to be Feasible to Mine

11.3Resource Model

The beginning of the database came from the exploration programs in 1955 and 1958 and continued with the development test completed by TLC to continue to define the resource. This same database was updated in 2016 when development drilling occurred west of the mine. The QP reviewed the existing database, added new sample data, and verified to prepare for the TRS resource estimates. Table 11.3 lists the number of holes in the database and the data type.

Once the database had been updated a final data entry check was performed. Any sample data without a verifiable location was deleted or excluded. All production hole data was excluded because a significant number of the holes had no location data. Based on the QP’s professional judgment, holes in that category were removed rather than selectively including some holes.

The mine is surveyed by Firmatek drone photogrammetry quarterly. The survey is accurate to one foot when coupled with a Trimble R8 GPS base station (Firmatek, 2020). The new survey is edited into the old topography using Global MapperTM software. The current scan dated October 9, 2021, was used for the TRS resource estimate. The existing coordinate system was State Plane NAD 83 ft. and was not changed.

The ore body consists of a single limestone bed defined by top and bottom surfaces. The top and the bottom ore intercepts were created from total hole ore composites. The average CaCO3 percentage is composited above 96.0% in each hole. If any hole’s composite were below 96.0%, that area would be excluded from the resource estimate. This situation did not occur. Next, the hole intercepts and data points from the surface sections were utilized to produce top and bottom three-dimensional structural surfaces or contour maps based on the fixed cutoff grade composites.

The method chosen to model the deposit structure was gridding using SURFERTM software and Kriging was selected from twelve other algorithms. The selection process involved four steps:

·

Rough hand contour data for trend and structure estimate;

·

Run gridding script with basic inputs to compare gridding methods and produce a rough map;

·

Select grid method/s then refine with specific inputs; and

·

Run a residual test to see which grid method closely matches the hole intercepts.

These two surfaces were then truncated against the new topography to account for erosional effects. This truncation is done because the ore bed position does not occupy the floor of the valleys. There are several ft. of non-ore below the bottom of the ore. Fig 11.3 is a map of ore thickness (isopach). Some of the older mined areas where backfilled are noted.

Next, ore isopach, overburden isopach, and overburden stripping ratio maps were constructed. These maps were compared to a block model created in Surpac TM using the two ore boundary surfaces. The surfaces were also used to determine conformity and validate the block model. The block model was then utilized to design pits for mine planning and determine mine resource and reserve estimates. Those pit designs furnished the pit shell for defining the outer boundary for resource estimation. The methods employed using Surpac are discussed below.

The resources were estimated using Geovia Surpac software. Contours of the top and bottom of the ore were imported into Surpac in AutoCAD format exported from SURFER. Surpac DTM surfaces were created using these contours. The same drone survey performed on October 9, 2021 was imported into Surpac. Block models were developed for the resource areas on the property (refer to Fig. 11-3). The blocks were 20 ft. northing by 20 ft. easting and 2 ft. thick. The blocks were coded above or below the topography, above the ore bottom surface, and below the top ore surface. The blocks were coded within the resource boundaries for each area. Mine pits were designed using a 70-degree slope in limestone and a 45-degree slope in the overburden. The crests of the pits were offset 20 ft. from any external property boundaries.

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Graphic

Table 11.3 Summary of Drill Hole Database for the Model

Data Type

    

Number of Records

Total Holes

142

Collar

139

Lithology

142

Chemical Analyses

142

Hole Composites

142

Holes Not on TLC Property

3*

*Note: Replaced by measured section, chemistry valid.

11.4Mineral Resources

11.4.1Estimate of Mineral Resources

The estimate of measured and indicated mineral in-place limestone resources for the TLC operation effective December 31, 2021, estimated from applying the resource parameters to the geologic model are in Table 11.4.1. There are no indicated nor inferred mineral resources.

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Table 11.4.1 Texas Lime Company – Summary of Limestone Mineral Resources as of December 31, 2021,

Based On $11.05 Crushed Limestone 1, 2

3

Resource Category

    

In Place

(tons)

    

Cutoff Grade

(% X)

    

Processing

Recovery

(%)3

Measured Mineral Resources

116,533,000

Above 96.0 (CaCO3)

N/A

Indicated Mineral Resources

0

0

N/A

Total Measured and Indicated

116,533,000

Above 96.0 (CaCO3)

N/A

Notes: 1 Price Source from USGS Mineral Commodity Summaries 2021

2 Shot limestone delivered to the primary crusher.

3 N/A: Not Applicable because estimated resources are in place

11.4.2Geologic Confidence and Uncertainty

The most uncertainty in the geologic data was associated with production hole locations. As discussed in Section 11.3, excluding that data removed the issue. The older chemical analysis consistently reports higher CaCO3 results than recent data (Lewis, 1955). The older holes were composited at a higher cutoff than the current holes. The company mined through the older areas with no reported quality problems. The Edwards is a tabular, massively bedded limestone. For many decades, the TLC mining operation has produced crushed limestone meeting or surpassing the quality limits required by the plant. The continuity and quality consistency has been documented by abundant widespread local sampling and drilling results on the property. Because of those results, there is high confidence in the definition of the ore zone limits and that the quality is constantly above the CaCO3 cutoff.

11.5 Opinion of the Qualified Person

There are no significant factors onsite that will impact the extraction of this ore body. Most directly involve the TLC plant and not the mine. After reviewing the resource model, the QP is confident that sampling the property at any Edwards outcrop in the area would provide a minable section provided erosion has not removed significant limestone thickness. TLC will continue to economically extract limestone above the quality cutoff for the foreseeable future.

The QP’s opinion is that the following technical and economic factors could influence the economic extraction of the resource but the TLC plant insulates most of them from the mine. If lime production becomes economically unfeasible, the TLC plant would no longer require limestone from the TLC mine for the production of lime.

·

Regional supply and demand – Due to the shipping cost of lime, sales are limited to a regional footprint at the plant. The plant is insulated from global import and export market changes as sales are domestic and regional.

·

Fuel cost – mining equipment are major diesel consumers at the TLC mine. As diesel prices rise, the price per ton of production also rises and will need to be offset by increases in the plant’s product prices.

·

Skilled labor – This site is located near the DFW Metroplex, which should provide a sufficient source of skilled labor.

·Environmental Matters:

Federal or State regulations/legislation regarding greenhouse gas emission
Air and water quality standards

12

Mineral Reserve Estimates

Mineral resources were converted to reserves using a 95% recovery factor. The ore that was not recovered was added to the non-carbonate material volume. The property boundary offsets and pit slopes were included in the resource estimate. The limestone is mined on a bench and breaks cleanly from the overburden. The limestone below the targeted pit floor has slightly lower quality and when encountered is blended with higher portions of the ore body without having a significant impact on quality. Dilution volume is minimal and was not estimated.

As discussed in Section 11.2.3, the average stripping ratio for the reserves is 1.0 tons of stripping per ton of limestone. The highest annual stripping ratio in the life of mine plan is 1.8:1.

12.1Definitions

Mineral reserve is an estimate of tonnage and grade or quality of indicated and measured mineral resources that, in the opinion of the qualified person, can be the basis of an economically viable project. More specifically, it is the economically mineable part of a measured or indicated mineral resource, which includes diluting materials and allowances for losses that may occur when the material is mined or extracted (Dorsey, 2019).

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Probable mineral reserve is the economically mineable part of an indicated and, in some cases, a measured mineral resource.  For a probable mineral reserve, the qualified person’s confidence in the results obtained from the application of the modifying factors and in the estimates of tonnage and grade or quality is lower than what is sufficient for a classification as a proven mineral reserve, but is still sufficient to demonstrate that, at the time of reporting, extraction of the mineral reserve is economically viable under reasonable investment and market assumptions (Dorsey, 2019).

Proven mineral reserve is the economically mineable part of a measured mineral resource.  For a proven mineral reserve, the qualified person has a high degree of confidence in the results obtained from the application of the modifying factors and in the estimates of tonnage and grade or quality. Proven mineral reserve is the economically mineable part of a measured mineral resource and can only result from conversion of a measured mineral resource (Dorsey, 2019).

12.2Price

A reasonable market survey for industrial mineral prices is conducted by the United States Geological Survey each year. The publication is titled “USGS Mineral Commodity Summaries 2021”. Their database comprises sources from the entire United States and considers such material issues as regional price difference, weather effects, production issues, and decreased demand from downstream users. As stated in Section 11.2.2, USGS reports average value price for crushed limestone of $12.19 per metric ton, which converts to $11.05 per short ton. The TLC mine is the sole supplier of crushed limestone to the TLC plant.

12.3Costs

Annual maintenance of operations capital costs were estimated using prior-year capital expenditures and TLC’s 2022 capital budget. Limestone mining costs for TLC were estimated using historical data and its 2022 budget. Contract limestone mining costs for the TLC East area were calculated using a vendor quote. Stripping costs were estimated using an existing stripping contract cost.

12.4 Reserve Estimates

The estimate of proven and probable limestone reserves for the TLC operation effective December 31, 2021, estimated from applying the reserve parameters to the geologic model are in Table 12.4.

Table 12.4 Texas Lime Company – Summary of Limestone Mineral Reserves as of December 31, 2021,

Based On $11.05 Crushed Limestone 1, 2

Reserve Category

    

Extractable

(tons)

    

Cutoff Grade

(% X)

    

Mining Recovery

(%)

Probable Reserves

47,532,000

Above 96.0 (CaCO3)

95.0

Proven Reserves

63,174,000

Above 96.0 (CaCO3)

95.0

Total Probable and Proven

110,706,000

Above 96.0 (CaCO3)

95.0

Notes: 1 Price Source from USGS Mineral Commodity Summaries 2021

2 Shot limestone delivered to primary crusher.

12.5 Opinion of the Qualified Person

TLC has successfully mined this resource for many years using the same methods that are projected into the future. Significant increases in the cost of mining coupled with large decreases in the selling price of limestone would be required to make mining uneconomic. Historically, TLC has been able to increase sales prices in line with cost increases. The limestone and the overburden are consistent across the reserves and allow for stable operating requirements from year to year.

13Mining Methods

13.1Geotechnical and Hydrologic Considerations

The State of Texas currently does not require geotechnical or hydrology modeling in mining operations. Since the operation is a open pit mine, no geotechnical or hydrological studies or models were needed.

The only geotechnical aspect of the mining investigated is modifying the blasting procedure to control the sizing of the shot limestone. The only investigation into hydrologic conditions in the mine was to confirm drainage patterns and formation dip in the floor so that rainwater could be controlled at the mining face. The floor of the mine is above the water table of the area.

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13.2Mine Operating Parameters

The TLC mine currently averages an annual production rate of approximately 1,400,000 tons per year. The current expected mine life at the average rate stated is in excess of 75 years.

Topsoil and vegetation are pushed aside utilizing conventional mining equipment. Some overburden is drilled using a five inch bit. The spacing is determined by using best mining practices. The mining contractor removes the shot overburden using conventional mining equipment. The overburden is backfilled into a nearby pit after the limestone has been extracted. The average stripping ratio for the life of mine is 1.0, with the highest stripping ratio of 1.8 and the lowest of zero. The standard deviation of the annual stripping ratio over the life of the mine is 0.5. This low standard deviation shows that the stripping requirements are relatively uniform from year to year.

The lowest strata of overburden is a shale layer that breaks away cleanly from the limestone ore body. The limestone ore body is drilled with a five-inch bit. The burden and spacing for the drill hole pattern are determined by using best mining practices. The limestone ore body mining thickness typically ranges from 25 ft. to 35 ft. Blastholes are sampled as required to confirm CaCO3 content and the desired mining thickness. The limestone is mined with conventional mining equipment. The mining recovery is estimated to be 95%.

13.3Mining Plan

Mining operations at the TLC property are straightforward and relatively simple. The overburden material is removed by contract stripping annually. This removal is not generally considered a capitalized activity and is expensed as incurred. It is simply the most efficient and economical way to handle the overburden. Mining operations are a repeated cycle of drilling and blasting the limestone benches followed by loading and haulage. TLC performs the drilling and a contractor carries out the blasting operations. The mine completes the load and haul operations using conventional mining equipment with a small ancillary equipment fleet, including a water truck, grader, and tracked dozer. Limestone is hauled to the primary crusher.  

13.4Mine Plant, Equipment, and Personnel

The mining equipment fleet consists of three haul trucks, two loaders and a drill. Ancillary mobile equipment includes a water truck, a grader, an excavator, a dozer, and light vehicles. Contractors have additional equipment for blasting and overburden removal operations. Equipment necessary for mining operations includes three water pumps. The TLC mine operates 5 to 6 days per week depending on demand from the plant and maintenance requirements. Operating personnel, excluding contract operations, consist of nine operators and two maintenance personnel, with a mine manager supervising the operations. The TLC plant personnel and equipment are not discussed because the mining operations end at the plant’s primary crusher. Fig.13.4 shows the TLC estimated final pit boundaries.

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Graphic

14Processing and Recovery Methods

14.1Process Plant and Description

This section does not apply to the report because the TLC mine delivers shot limestone to the TLC primary crusher, where the plant processes the limestone into various products. Crusher Flow Sheet was not included in this TRS because it only covers mined limestone delivered to the TLC plant’s primary crusher.

14.2Plant Throughput and Design

This section does not apply to the report because the TLC mine is the sole limestone supplier to the TLC plant’s primary crusher.

14.3 Plant Operational Requirements

This section does not apply to the report because the TLC mine is the sole limestone supplier to the TLC plant’s primary crusher.

14.4Application of Novel or Unproven Technology

Mining operations at the site follow standard open pit methods. There has not been any application of novel or unproven technologies or techniques.

Page 31 of 50


15Infrastructure

The TLC property is accessible by a paved state highway and the TLC mine operation by gravel roads and haul roads is maintained by the mine personnel. The mine site is a land-locked location with no rail or port facilities access. The mine has an office and maintenance shop near the primary crusher. Three-phase electric power is provided to the site via above-ground utility lines. Water is available, including dust control water for the mine, from a TLC-owned well on the property and potable water from the county system. Shot limestone haul truck load-out to the primary crusher is on the mine property. Crushed limestone stockpiles are within the plant area. Shot limestone stockpiles and overburden piles are located in appropriate locations in the mine area. A natural gas system pipeline crosses the property along the western side of the active mining area (Fig.15.1). Several natural gas well pads and production lines, not owned by TLC, are on the property. These locations were preapproved by USLM management and situated to minimize hindrance to the mining process (in valleys or mined-out areas). The associated wells and surface equipment are readily identified and fenced according to the regulations established by the Railroad Commission of Texas. Fig. 15.1 shows an aerial photo of the mine area and significant infrastructure features.

Map

Description automatically generated

16Market Studies

16.1 Market Outlook and Forecast

Demand for limestone produced at the TLC mine is exclusively for TLC’s lime and limestone production facilities next to the mine which has been in existence for over 70 years and primarily serves the DFW market area.

Demand for limestone for the TLC operations has averaged approximately 1,400,000 tons per year over the previous five years. Primary demand for lime and limestone products from TLC’s operations is from stable markets including the construction industry, paper and glass manufacturers, municipal sanitation and water treatment facilities, roof shingle manufacturers, poultry and cattle feed producers, and oil and gas services industries. Current market conditions for these customers should result in continued steady demand for lime and limestone products in TLC’s market areas for the foreseeable future.

16.2 Material Contracts

The TLC mine is the sole provider of limestone to TLC’s lime and limestone production facilities. There are no material contracts with outside purchasers.

Page 32 of 50


17

Environmental Studies, Permitting and Plans, Negotiations, or Agreements with Local Individuals or Groups

17.1 Environmental Studies and Permitting Requirements

The State of Texas has abundant laws and regulations pertaining to surface mining and reclamation for petroleum and coal resources; however, there are little to no regulations relating to other mineral resources, including limestone. Nearly all lands in Texas are privately owned and rarely state or federally owned. A private landowner is free to develop and use non-petroleum resources on his land. Other than environmental regulations, the State of Texas does not require a mining/reclamation permit to operate a limestone mine on private land. USLM furnished the environmental permit information provided in Table 17.1 consisting of the permits associated with the mine.

Table 17.1 Mining and Environmental Permits

Permit Number

Issue Date

    

Issuer

    

Purpose

    

Expiration Date

    

Status

20519 January 11, 2016

TCEQ

Air Quality

January 11, 2026

In Place, Active

TX05M322 January 11, 2016

TCEQ

Storm Water

January 11, 2026

In Place, Active

The above-referenced air permit covers the mine’s shot limestone load-out area at the plant’s primary crusher and the rest of the non-mining operational areas. The stormwater permit covers weather-related discharge throughout the operations, including the mine areas.

17.2 Overburden, Site Monitoring, and Water Management

Non-Production mine material consists of overburden with a minor amount of unusable limestone from the blasting process. Considerable natural erosion has occurred in areas at the mine site. Large areas exist where there is little to no overburden over the ore zone. When mining progresses into areas with overburden, it is utilized to backfill the active pits to the extent the material is available.

The only water used in the mining operation is for dust control. Stormwater is allowed to run off by way of pre-existing natural erosion pathways. In some areas, stormwater must be pumped to a natural drainage from a mine sump used to control standing water at the mining face. The TLC mine area is situated above the natural water table. There are no natural artesian springs or flowing water outlet points associated with mining areas. Therefore, there is no requirement or need for groundwater monitoring. There are no existing environmental site monitors related to the mine.

17.3 Post-Mining Land Use and Reclamation

The State of Texas has no standard reclamation regulations for mine closure at this time. Currently, the mining operations use the stripped overburden to backfill the active pit as the volume allows. The estimated life of the mine is in excess of 75 years.

17.4 Local or Community Engagement and Agreements

The operation has developed relationships over the years with various neighboring communities, including the adjacent Cleburne State Park.

17.5 Opinion of the Qualified Person

Texas is a heavily regulated State of environmental laws and regulations and has numerous permits that require ongoing compliance and oversight from the State agency. TLC and USLM personnel are well trained and stay up to date on all environmental regulations. All permits require constant reporting and oversight from the State environmental agency. In the QP’s opinion, there are no current or outstanding issues in environmental governance.

18Capital and Operating Costs

The TLC mine has been a stable producer of limestone using the current equipment fleet and operating parameters for many years. This operating history and its 2022 budget were used to estimate the unit costs for limestone mining, overburden stripping, and annual sustaining capital expenditures. As the mine plan proceeds further from the existing crushing facility, haulage distance increases. This will require an increase in the haul truck fleet size in some years. Capital and operating costs were adjusted for this increased haulage requirement as shown in Appendix B. The fleet size is three trucks until 2027. From 2027 to 2036, from 2045 to 2052, and from 2100 to 2102 the fleet size is four trucks. From 2037 to 2044 and from 2053 to 2064 the fleet size is five trucks. From 2065 to 2067 the fleet size is six trucks. Tables 18.1 and 18.2 set for estimated capital costs and operating costs, respectively, used to estimate future operations for the TLC mine.

Page 33 of 50


18.1Capital Costs

Table 18.1 Capital Costs

Capital Cost Estimate

    

Cost

Annual Maintenance of Operations

$850,000

Haul Truck Cost

$650,000

18.2Operating Costs

Table 18.2 Operating Costs

Operating Cost Estimate

    

Cost

Limestone Mining Cost Per Ton

$2.86

Contractor Limestone Mining Cost per Ton

$3.10

Overburden Stripping Cost Per Ton

$2.03

19Economic Analysis

The block model was used to estimate overburden and limestone ore volumes for each reserve area. Overburden mining is contracted out on a cost per bank cubic yard basis. Limestone volumes were converted to tons for cost and revenue estimation using a density factor of 155 pounds per cubic foot.

The overburden thickness is generally uniform in each area. Northwest and East areas will have mining start where the limestone outcrops and the overburden is the thinnest or not present. This start method will allow TLC to develop the new areas at low initial stripping ratios. Thus the stripping ratio can be averaged annually across each reserve area. As mining develops mining equipment will be added.

19.1Key Parameters and Assumptions

The discount rate used in the economic analysis is 1.09%. This rate is TLC’s incremental borrowing cost. Per the current debt agreement and TLC’s current leverage ratio, TLC’s borrowing rate is 1.09% (calculated from the November 2021 LIBOR of 0.09%).

The tax was estimated using TLC’s current effective income tax rate calculated on September 30, 2021. In reviewing the September 30, 2021 tax provision, the effective tax rate contained no material non-recurring permanent items that would influence the rate, so it is considered not applicable to future periods. Demand for limestone is projected to be approximately 1,400,000 tons per year for the life of the mine. The sales price per ton is estimated using the USGS Mineral Commodity Summaries 2021. Depreciation was estimated using existing assets and the approved items in the 2022 budget. The later years’ depreciations are calculated using the capital budget forecast and the asset life with a mid-year convention.

19.2Economic Viability

TLC has positive cash flow and the current mine plan does not require a significant capital expenditure until 2038; therefore, payback and return on investment calculations are irrelevant. NPV of the life of mine plan is $257.1 million. The annual cash flows are in Appendix B.

19.3Sensitivity Analysis

Sensitivity analysis was performed on the discount rate, contractor mining costs for stripping, contractor costs for limestone mining in the TLC East area, TLC mining costs, and all mining costs changing simultaneously.

Table 19.3-1 Sensitivity Analysis: Varying Discount Rate

Discount Rate

    

NPV (thousands)

0%

$586,922

1%

$402,762

2%

$290,715

5%

$140,415

10%

$69,165

15%

$45,171

20%

$33,484

Page 34 of 50


Graphic

Table 19.3-2 Sensitivity Analysis: Varying Limestone Mining Cost

Limestone Mining Costs Per Ton

    

NPV (thousands)

$2.86

$390,331

$3.86

$350,614

$4.86

$310,897

$5.86

$271,180

$6.86

$231,463

Graphic

Table 19.3-3 Sensitivity Analysis: Varying TLC East Area Mining Cost

Contractor TLC East Cost

    

NPV (thousands)

$3.10

$390,331

$4.10

$372,384

$5.10

$354,438

$6.10

$336,491

$7.10

$318,545

Page 35 of 50


Graphic

Table 19.3-4 Sensitivity Analysis: Varying Contractor Stripping Cost

Contractor Stripping Cost

    

NPV (thousands)

$2.03

$390,331

$3.03

$363,963

$4.03

$337,596

$5.03

$311,229

$6.03

$284,862

Graphic

Page 36 of 50


Table 19.3-5 Sensitivity Analysis: Varying All Mining and Contract Mining and Stripping Costs

All Mining Costs % Increase

    

NPV (thousands)

0

$390,331

5

$379,193

10

$368,056

15

$356,918

20

$345,781

Graphic

Table 19.3-5 Sensitivity Analysis: Varying Limestone Price

Limestone Price Change

    

NPV (thousands)

-20%

$260,013

-10%

$325,172

0%

$390,331

10%

$455,489

20%

$520,648

Graphic

Page 37 of 50


20Adjacent Properties

Adjacent to the TLC property, there are many aggregate operations with quarries in the Edwards limestone. Some of these smaller privately owned operations have allowed the sampling or, in one instance, drilling on their property in exchange for the geologic data. The data the QP considered material to the geologic model was utilized for the resource estimate. The adjacent property data used was identified in Section 7.2 of this report.

21Other Relevant Data and Information

All data relevant to the supporting studies and estimates of mineral resources and reserves have been included in the sections of this TRS. No additional information or explanation is necessary to make this TRS understandable and not misleading.

22Interpretation and Conclusions

22.1 Interpretations and Conclusions

Geologically, the deposit is a simple tabular, single bed limestone deposit with no structure and a shallow dip angle. The formation has been proven by regional, detailed local sampling, and drilling that the quality and thickness are very consistent. Because of this simple geology, the mining method is straightforward and consists of uncomplicated open pit mining.

TLC has been in operation for many decades during varying economic and market conditions and the TLC plant has maintained a steady market share. The mining operation has been modernized over the last 25 years which has allowed it to optimize mining so that high grading is minimized. The economic analysis and amount of Proven and Probable Reserves indicate the operation reasonably has approximately 80 years of estimated mine life at current production levels.

22.2 Risks and Uncertainties

Internal to the mining operation, risks and uncertainties are minimal because of the uncomplicated geology and the employment of a standard mining method. Governmental, legal and regulatory risks, such as greenhouse gases, could adversely affect the market the TLC operation supplies.

23Recommendations

Recommended mining projects include: determining if there is an economic benefit to mining lower stripping ratio reserves sooner than projected and evaluating economic benefits versus the cost of reducing haulage time by moving the primary crusher and conveyor closer to the active mining areas.

Development core drilling could be done in the northwest undeveloped area of the mine to prepare for mining in the future.

24References

Brand JP. 1953. Cretaceous of Llano Estacado of Texas. BEG. TUTA. RI#20. 67 pgs.

Bureau of Economic Geology. 1992. Geology of Texas. SM 2. TUTA. 1 pg.

Bowers R, Vickers K, TerraCon. 1997. Resource Estimate. USLM Internal Report. 15 pgs.

Butler Dr. DR. 2021. Physical Regions of Texas. Texas Almanac Website. [Accessed 2021]. https://www.texasalmanac.com/articles/physical-regions

Cass C. 2021. Personal Communication. Firmatek LLC.

Collins EW. Baungardner Jr. RW. Geologic Map of the East Part of Cleburne Texas, 30 x 30 minute Quadrangle: South of Fort Worth-Interstate 35W Corridor. 2011. STATEMAP. NCGMP. BEG. TUTA. 1pg.

Digital Atlas of Ancient Life. Geology of the Western Interior Seaway. NSF DBI 1645520 [Accessed 2021]. https://www.cretaceousatlas.org/geology.

Dorsey. 2019. How will the new rules affect the definitions of mineral reserves, probable mineral reserves and proven mineral reserves? Understanding the SEC’s New Mining Disclosure Rules. [Accessed 2021]. https://www.dorsey.com/newsresources/publications/client-alerts/2019/02/new-mining-disclosure-rules-2019#:~:text=A%20proven%20mineral%20reserve%20is,tonnage%20and%20grade%20or%20quality.

Kyle, JR. 2018. Industrial Minerals of Texas (map). TEBG. 1 pg.

Page 38 of 50


Kyle J R, Elliot B H. 2019. Past, Present, and Future of Texas Industrial Minerals. M, M & E. 36:475–486.

Lewis, A A.1955. Investigation of limestone properties in Johnson and Hill Counties, Texas: Texas Lime Company Internal Report, 62 pgs.

Lewis, AA. 1958. Drill Hole Data Map Clyde McClung Property, Area No. 1: Texas Lime Company Internal map, scale 1 inch = 200 feet.

Lozo FE. et al. 1959. Symposium on Edwards Limestone in Central Texas. BEG. TUTA. P#5905. 40-42

Roberson DS. 1972. The Distribution and Significance of Circular Bioherms in the Edwards Limestone of Central Texas. BGS. BU. 40 pgs.

Swanson RG. 1981. Shell Sample Examination Manual. MIES1. AAPG. 102 pgs.

Texas Railroad Commission Website.2021. Chapter 3, Oil & Gas Division. [Accessed 2021]. ttps://texreg.sos.state.tx.us/public/readtac$ext.ViewTAC?tac_view=4&ti=16&pt=1&ch=3&rl=Y.

US Census.2020. Bureau of Quick Facts. USFG. [Accessed 2021]. https://www.census.gov/quickfacts.

USGS. 2021. MapView Website. [Accessed 2021]. https://ngmdb.usgs.gov/mapview/?center=-97,39.6&zoom=4.

US Geological Survey. 2021. Mineral Commodity Summaries 2021. Stone (Crushed). pg. 154. USGS. 200 pgs.

25Reliance on Information Provided by the Registrant

The QP has relied upon information and data from TLC and USLM personnel and historical records in completing this TRS. This material included written reports and statements of other individuals and companies with whom it does business. The material also includes permits, licenses, historical exploration data, production records, equipment lists, geologic and ore body resource and reserve information, mine modeling data, financial data and summaries, mine equipment specifications and summaries, records, and equipment lists. The QP believes that the assumptions were factual and accurate and that the interpretations were reasonable. This material has been relied upon in the mine planning, capital and cost planning, and reviewed. The TLC mine engineer assisted the QP in reviewing these materials and performed the final reserve modeling and economic analysis under the direction of the QP. There is no reason to believe that any material facts have been withheld or misstated. In his professional judgment, the QP has taken all appropriate steps to ensure that the information or advice from TLC and USLM personnel and records and outside entities are accurate. The QP does not disclaim any responsibility for this Technical Report Summary.

Page 39 of 50


Appendix A: List of Data included in the Geologic Model

A close-up of a document  Description automatically generated with low confidence

Page 40 of 50


Appendix B: Annual Cash Flow Analysis

Texas Lime - Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

Discount Factor 1.09%

NPV $390,331

2022

2023

2024

2025

2026

2027

2028

2029

Tons Limestone Sold

1,400

1,400

1,400

1,400

1,400

1,400

1,400

1,400

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

5,470

$

5,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

-Operating Costs

$

(6,346)

$

(6,113)

$

(6,113)

$

(6,114)

$

(6,135)

$

(6,350)

$

(6,350)

$

(6,350)

-Depreciation

$

(805)

$

(701)

$

(598)

$

(638)

$

(738)

$

(922)

$

(1,001)

$

(980)

Taxable Income

$

8,319

$

8,656

$

8,759

$

8,718

$

8,596

$

8,197

$

8,118

$

8,140

-Tax

$

(1,672)

$

(1,740)

$

(1,761)

$

(1,752)

$

(1,728)

$

(1,648)

$

(1,632)

$

(1,636)

+Depreciation

$

805

$

701

$

598

$

638

$

738

$

922

$

1,001

$

980

-Capital Expenses

$

(850)

$

(850)

$

(1,500)

$

(850)

$

(850)

$

(850)

$

(850)

$

(850)

Free Cash Flow

$

6,601

$

6,767

$

6,096

$

6,754

$

6,757

$

6,622

$

6,638

$

6,634

Texas Lime - Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2030

2031

2032

2033

2034

2035

2036

2037

Tons Limestone Sold

1,400

1,400

1,400

1,400

1,400

1,400

1,400

1,400

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

-Operating Costs

$

(6,350)

$

(6,350)

$

(6,169)

$

(5,354)

$

(5,354)

$

(5,354)

$

(5,354)

$

(5,264)

-Depreciation

$

(980)

$

(980)

$

(915)

$

(850)

$

(915)

$

(980)

$

(980)

$

(1,045)

Taxable Income

$

8,140

$

8,140

$

8,386

$

9,266

$

9,201

$

9,136

$

9,136

$

9,161

-Tax

$

(1,636)

$

(1,636)

$

(1,686)

$

(1,863)

$

(1,849)

$

(1,836)

$

(1,836)

$

(1,841)

+Depreciation

$

980

$

980

$

915

$

850

$

915

$

980

$

980

$

1,045

-Capital Expenses

$

(850)

$

(1,500)

$

(850)

$

(850)

$

(1,500)

$

(850)

$

(850)

$

(850)

Free Cash Flow

$

6,634

$

5,984

$

6,766

$

7,404

$

6,767

$

7,430

$

7,430

$

7,514

Texas Lime - Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2038

2039

2040

2041

2042

2043

2044

2045

Tons Limestone Sold

1,400

1,400

1,400

1,400

1,400

1,400

1,400

1,400

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

-Operating Costs

$

(4,938)

$

(4,938)

$

(4,938)

$

(4,938)

$

(4,340)

$

(4,859)

$

(4,859)

$

(4,429)

-Depreciation

$

(1,110)

$

(1,045)

$

(980)

$

(1,045)

$

(1,045)

$

(1,045)

$

(1,110)

$

(1,110)

Taxable Income

$

9,422

$

9,487

$

9,552

$

9,487

$

10,085

$

9,566

$

9,501

$

9,931

-Tax

$

(1,894)

$

(1,907)

$

(1,920)

$

(1,907)

$

(2,027)

$

(1,923)

$

(1,910)

$

(1,996)

+Depreciation

$

1,110

$

1,045

$

980

$

1,045

$

1,045

$

1,045

$

1,110

$

1,110

-Capital Expenses

$

(1,500)

$

(850)

$

(850)

$

(1,500)

$

(850)

$

(850)

$

(850)

$

(850)

Free Cash Flow

$

7,139

$

7,775

$

7,762

$

7,125

$

8,253

$

7,838

$

7,851

$

8,195

Page 41 of 50


Texas Lime - Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2046

2047

2048

2049

2050

2051

2052

2053

Tons Limestone Sold

1,400

1,400

1,400

1,400

1,400

1,400

1,400

1,400

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

-Operating Costs

$

(4,644)

$

(4,644)

$

(4,644)

$

(4,644)

$

(4,644)

$

(4,644)

$

(4,644)

$

(4,859)

-Depreciation

$

(1,045)

$

(980)

$

(915)

$

(850)

$

(980)

$

(1,110)

$

(1,110)

$

(1,240)

Taxable Income

$

9,781

$

9,846

$

9,911

$

9,976

$

9,846

$

9,716

$

9,716

$

9,371

-Tax

$

(1,966)

$

(1,979)

$

(1,992)

$

(2,005)

$

(1,979)

$

(1,953)

$

(1,953)

$

(1,884)

+Depreciation

$

1,045

$

980

$

915

$

850

$

980

$

1,110

$

1,110

$

1,240

-Capital Expenses

$

(850)

$

(850)

$

(850)

$

(850)

$

(2,150)

$

(850)

$

(850)

$

(850)

Free Cash Flow

$

8,010

$

7,997

$

7,984

$

7,971

$

6,697

$

8,023

$

8,023

$

7,878

Texas Lime - Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2054

2055

2056

2057

2058

2059

2060

2061

Tons Limestone Sold

1,400

1,400

1,400

1,400

1,400

1,400

1,400

1,400

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

-Operating Costs

$

(4,859)

$

(4,859)

$

(4,859)

$

(4,859)

$

(4,859)

$

(4,859)

$

(4,859)

$

(4,859)

-Depreciation

$

(1,370)

$

(1,240)

$

(1,110)

$

(1,110)

$

(980)

$

(850)

$

(980)

$

(1,110)

Taxable Income

$

9,241

$

9,371

$

9,501

$

9,501

$

9,631

$

9,761

$

9,631

$

9,501

-Tax

$

(1,857)

$

(1,884)

$

(1,910)

$

(1,910)

$

(1,936)

$

(1,962)

$

(1,936)

$

(1,910)

+Depreciation

$

1,370

$

1,240

$

1,110

$

1,110

$

980

$

850

$

980

$

1,110

-Capital Expenses

$

(850)

$

(850)

$

(850)

$

(2,150)

$

(850)

$

(850)

$

(850)

$

(850)

Free Cash Flow

$

7,904

$

7,878

$

7,851

$

6,551

$

7,825

$

7,799

$

7,825

$

7,851

Texas Lime - Discounted Cash Flow

   

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2062

2063

2064

2065

2066

2067

2068

2069

Tons Limestone Sold

1,400

1,400

1,400

1,400

1,400

1,400

1,400

1,400

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

-Operating Costs

$

(4,859)

$

(4,859)

$

(4,859)

$

(5,074)

$

(6,162)

$

(5,529)

$

(5,845)

$

(5,845)

-Depreciation

$

(1,110)

$

(1,110)

$

(1,110)

$

(1,045)

$

(980)

$

(980)

$

(895)

$

(725)

Taxable Income

$

9,501

$

9,501

$

9,501

$

9,351

$

8,328

$

8,961

$

8,730

$

8,900

-Tax

$

(1,910)

$

(1,910)

$

(1,910)

$

(1,880)

$

(1,674)

$

(1,801)

$

(1,755)

$

(1,789)

+Depreciation

$

1,110

$

1,110

$

1,110

$

1,045

$

980

$

980

$

895

$

725

-Capital Expenses

$

(850)

$

(850)

$

(850)

$

(850)

$

(850)

$

(850)

$

-

$

-

Free Cash Flow

$

7,851

$

7,851

$

7,851

$

7,667

$

6,784

$

7,290

$

7,870

$

7,836

Texas Lime - Discounted Cash Flow

   

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2070

2071

2072

2073

2074

2075

2076

2077

Tons Limestone Sold

1,400

1,400

1,400

1,400

1,400

1,400

1,400

1,400

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

-Operating Costs

$

(5,845)

$

(5,845)

$

(5,845)

$

(5,845)

$

(5,845)

$

(5,845)

$

(5,845)

$

(5,845)

-Depreciation

$

(490)

$

(255)

$

(85)

$

-

$

-

$

-

$

-

$

-

Taxable Income

$

9,135

$

9,370

$

9,540

$

9,625

$

9,625

$

9,625

$

9,625

$

9,625

-Tax

$

(1,836)

$

(1,883)

$

(1,917)

$

(1,935)

$

(1,935)

$

(1,935)

$

(1,935)

$

(1,935)

+Depreciation

$

490

$

255

$

85

$

-

$

-

$

-

$

-

$

-

-Capital Expenses

$

-

$

-

$

-

$

-

$

-

$

-

$

-

$

-

Free Cash Flow

$

7,789

$

7,741

$

7,707

$

7,690

$

7,690

$

7,690

$

7,690

$

7,690

Page 42 of 50


Texas Lime - Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2078

2079

2080

2081

2082

2083

2084

2085

Tons Limestone Sold

1,400

1,400

1,400

1,400

1,400

1,400

1,400

1,400

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

-Operating Costs

$

(5,845)

$

(5,845)

$

(5,845)

$

(5,845)

$

(5,845)

$

(5,845)

$

(5,845)

$

(5,845)

-Depreciation

$

-

$

-

$

-

$

-

$

-

$

-

$

-

$

-

Taxable Income

$

9,625

$

9,625

$

9,625

$

9,625

$

9,625

$

9,625

$

9,625

$

9,625

-Tax

$

(1,935)

$

(1,935)

$

(1,935)

$

(1,935)

$

(1,935)

$

(1,935)

$

(1,935)

$

(1,935)

+Depreciation

$

-

$

-

$

-

$

-

$

-

$

-

$

-

$

-

-Capital Expenses

$

-

$

-

$

-

$

-

$

-

$

-

$

-

$

-

Free Cash Flow

$

7,690

$

7,690

$

7,690

$

7,690

$

7,690

$

7,690

$

7,690

$

7,690

Texas Lime - Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2086

2087

2088

2089

2090

2091

2092

2093

Tons Limestone Sold

1,400

1,400

1,400

1,400

1,400

1,400

1,400

1,400

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

-Operating Costs

$

(5,845)

$

(5,845)

$

(5,845)

$

(5,845)

$

(5,845)

$

(5,845)

$

(5,845)

$

(5,845)

-Depreciation

$

-

$

-

$

-

$

-

$

-

$

-

$

-

$

-

Taxable Income

$

9,625

$

9,625

$

9,625

$

9,625

$

9,625

$

9,625

$

9,625

$

9,625

-Tax

$

(1,935)

$

(1,935)

$

(1,935)

$

(1,935)

$

(1,935)

$

(1,935)

$

(1,935)

$

(1,935)

+Depreciation

$

-

$

-

$

-

$

-

$

-

$

-

$

-

$

-

-Capital Expenses

$

-

$

-

$

-

$

-

$

-

$

-

$

-

$

-

Free Cash Flow

$

7,690

$

7,690

$

7,690

$

7,690

$

7,690

$

7,690

$

7,690

$

7,690

Texas Lime - Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2094

2095

2096

2097

2098

2099

2100

Tons Limestone Sold

1,400

1,400

1,400

1,400

1,400

1,400

1,178

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

15,470

$

13,021

-Operating Costs

$

(5,845)

$

(5,845)

$

(5,845)

$

(5,845)

$

(4,454)

$

(6,691)

$

(6,419)

-Depreciation

$

-

$

-

$

-

$

(85)

$

(515)

$

(945)

$

(1,115)

Taxable Income

$

9,625

$

9,625

$

9,625

$

9,540

$

10,501

$

7,834

$

5,487

-Tax

$

(1,935)

$

(1,935)

$

(1,935)

$

(1,917)

$

(2,111)

$

(1,575)

$

(1,103)

+Depreciation

$

-

$

-

$

-

$

85

$

515

$

945

$

1,115

-Capital Expenses

$

-

$

-

$

-

$

(3,450)

$

(850)

$

(850)

$

(850)

Free Cash Flow

$

7,690

$

7,690

$

7,690

$

4,257

$

8,056

$

6,355

$

4,649

Page 43 of 50



Exhibit 96.2

Technical Report Summary on

Arkansas Lime Company – Limestone Operation

Independence County, Arkansas, USA

Prepared for:

United States Lime and Minerals, Inc.

Graphic

SK-1300 Report

Effective Date: December 31, 2021

Report Date: March 2, 2022

Page 1 of 37


DISCLAIMERS AND QUALIFICATIONS

SYB Group, LLC (“SYB”) was retained by United States Lime & Minerals, Inc. (“USLM”) to prepare this Technical Report Summary (“TRS”) related to Arkansas Lime Company (“ALC”) limestone reserves and resources. This TRS provides a statement of ALC’s limestone reserves and resources at its mine located in Independence County, Arkansas and has been prepared in accordance with the U.S. Securities and Exchange Commission (“SEC”), Regulation S-K 1300 for Mining Property Disclosure (S-K 1300) and 17 Code of Federal Regulations (“CFR”) § 229.601(b)(96)(iii)(B) reporting requirements. This report was prepared for the sole use by USLM and its affiliates and is effective December 31, 2021.

This TRS was prepared by SYB Group’s President who meets the SEC’s definition of a Qualified Person and has sufficient experience in the relevant type of mineralization and deposit under consideration in this TRS.

In preparing this TRS, SYB relied upon data, written reports and statements provided by ALC and USLM. SYB has taken all appropriate steps, in its professional opinion, to ensure information provided by ALC and USLM is reasonable and reliable for use in this report.

The Economic Analysis and resulting net present value estimate in this TRS were made for the purposes of confirming the economic viability of the reported limestone reserves and not for the purposes of valuing ALC or its assets. Internal Rate of Return and project payback were not calculated, as there was no initial investment considered in the financial model. Certain information set forth in this report contains “forward-looking information,” including production, productivity, operating costs, capital costs, sales prices, and other assumptions. These statements are not guarantees of future performance and undue reliance should not be placed on them. The ability to recover the reported reserves depends on numerous factors beyond the control of SYB Group that cannot be anticipated. Some of these factors include, but are not limited to, future limestone prices, mining and geologic conditions, obtaining permits and regulatory approvals in a timely manner, the decisions and abilities of management and employees, and unanticipated changes in environmental or other regulations that could impact performance. The opinions and estimates included in this report apply exclusively to the ALC mine as of the effective date of this report.

All data used as source material plus the text, tables, figures, and attachments of this document have been reviewed and prepared in accordance with generally accepted professional geologic practices.

SYB hereby consents to the use of ALC’s limestone reserve and resource estimates as of December 31, 2021 in USLM’s SEC filings and to the filing of this TRS as an exhibit to USLM’s SEC filings.

Qualified Person:  /s/ Keith V. Vickers

Keith V. Vickers, TXPG #3938

President, SYB Group, LLC

1216 W. Cleburne Rd

Crowley, TX 76036

Page 2 of 37


Table of Contents

List of Figures

4

List of Tables

5

1

Executive Summary

6

2

Introduction

7

3

Property Description

10

4

Accessibility, Climate, Local Resources, Infrastructure, and Physiography

11

5

History

12

6

Geological Setting, Mineralization, and Deposit

12

7

Exploration

16

8

Sample Preparation, Analyses, and Security

21

9

Data Verification

22

10

Mineral Processing and Metallurgical Testing

22

11

Mineral Resource Estimates

22

12

Mineral Reserve Estimates

26

13

Mining Methods

27

14

Processing and Recovery Methods

29

15

Infrastructure

29

16

Market Studies

29

17

Environmental Studies, Permitting, and Plans, Negotiations, or Agreements with Local Individuals or Groups

30

18

Capital and Operating Costs

31

19

Economic Analysis

31

20

Adjacent Properties

33

21

Other Relevant Data and Information

33

22

Interpretation and Conclusions

33

23

Recommendations

33

24

References

34

25

Reliance on Information Provided by the Registrant

34

Appendix A: List of Data Included in the Geologic Model

35

Appendix B: Annual Cash Flow Analysis

36

Page 3 of 37


List of Figures

1.

Fig. 3.1

Location and Property Map for ALC Operation

2.

Fig. 6.1-1

Arkansas Geological Provinces

3.

Fig. 6.1-2

Regional Geologic Map, Eastern Ozark Plateau

4.

Fig. 6.4-1

ALC Local Area Stratigraphic Column and Description

5.

Fig. 6.4-2

Boone LST Ore Interval NW to SE Cross Section

6.

Fig. 7.1-1

All ALC Drill Hole Locations

7.

Fig. 7.1-2

ALC Core Hole Log

8.

Fig. 11.3

ALC, Top of the Ore in Each Reserve Area

9.

Fig. 13.2

Current Estimated Final Mine Limits

10.

Fig. 15.1

ALC Operation Infrastructure Map

Page 4 of 37


List of Tables

1.

Table 1.1

ALC – Summary of Limestone Mineral Resources as of December 31, 2021, Based on $11.05 Crushed Limestone

2.

Table 1.2

ALC – Summary of Limestone Mineral Reserves as of December 31, 2021, Based on $11.05 Crushed Limestone

3.

Table 1.3

Capital Costs

4.

Table 1.4

Operating Costs

5.

Table 2.3

Glossary of Terms and Abbreviations

6.

Table 2.4

Visits Made by QP to ALC

7.

Table 5.2

ALC Historical Drilling Projects

8.

Table 6.4

ALC Property Stratigraphy

9.

Table 7.1-1

All ALC Drilling Projects

10.

Table 7.1-2

Summary of 1959 Development Drilling

11.

Table 7.1-3

Summary of 1989 Development Drilling

12.

Table 7.1-4

Summary of 1992 Development Drilling

13.

Table 7.1-5

Summary of 1996-97 Development Drilling

14.

Table 7.1-6

Summary of 1998 Development Drilling

15.

Table 7.1-7

Summary of 2005 Exploration Drilling

16.

Table 7.1-8

Summary of 2007 Exploration Drilling

17.

Table 7.1-9

Summary of 2008 Development Drilling

18.

Table 7.1-10

Summary of 2016 Development Drilling

19.

Table 11.2.4

Resource Parameter Assumptions

20.

Table 11.3

Summary of Drill Hole Database for the Model

21.

Table 11.4.1

ALC – Summary of Limestone Mineral Resources as of December 31, 2021, Based on $11.05 Crushed Limestone

22.

Table 12.4

ALC – Summary of Limestone Mineral Reserves as of December 31, 2021, Based on $11.05 Crushed Limestone

23.

Table 17.1

Mining and Environmental Permits

24.

Table 18.1

Capital Costs

25.

Table 18.2

Operating Costs

26.

Table 19.3-1

Sensitivity Analysis: Varying Discount Rate

27.

Table 19.3-2

Sensitivity Analysis: Varying Limestone Mining Costs

28.

Table 19.3-3

Sensitivity Analysis: Selling Price Change

Page 5 of 37


1Executive Summary

The Arkansas Lime Company (“ALC”) mine is a production stage, open pit mine that produces high-grade limestone with above 96.0% calcium carbonate (“CaCO3”) from the Boone formation that is delivered to ALC’s primary crusher. The ALC plant processes the limestone into various products that are sold to a variety of customers. The ALC mine is located in Independence County, Arkansas on approximately 1,260 acres owned by ALC. Mining operations began at the ALC mine in the 1920’s.

Geologic and analytical data from regional and local drilling have proven that the Boone limestone has a consistently high CaCO3 content (above 96.0%) and a consistent mining thickness varying from 35 ft. to 75 ft. across the entire ALC property. These analytical results cover from 1959 to 2016 and are sufficient to establish reasonable certainty of geological presence, grade and quality continuity on the operation’s property.

Mining at the ALC mine consists of pushing aside the topsoil and overburden using conventional earthmoving equipment and methods. The topsoil and overburden are used as backfill for nearby previously mined pits. The limestone ore body is then drilled and blasted, followed by loading and haulage utilizing conventional limestone mining equipment. The shot limestone is hauled to ALC’s primary crusher.

The ALC mine has procured, and is operating in compliance with, the required Authorization to Quarry (“ATQ”) and air and storm water permits that were issued the Arkansas Department of Environmental Quality (“ADEQ”). ALC will be required to refile the ATQ in 2022 and renew the air and storm water permits in 2026 and 2024, respectively.

The ALC mine average production over the last 5 years was approximately 1,000,000 of limestone. In this TRS, due to the fact that the ALC plant intends to begin sourcing approximately 500,000 tons of limestone from a different source during 2022 and thereafter, the annual production for the ALC mine is estimated to be 500,000 tons of limestone. Assuming annual production of 500,000 tons of limestone per year, the expected mine life is approximately 25 years.

As noted in section 2.1, Keith Vickers of SYB Group (“SYB”), a consultant for United States Lime & Minerals, Inc. (“USLM”) for over 20 years served as the Qualified Person (“QP”) and prepared the estimates of limestone mineral resources and reserves for the ALC mine. Summaries of the ALC mine’s limestone mineral resources and reserves are shown below in Tables 1.1 and 1.2, respectively. Sections 11 and 12 set forth the definitions of mineral resources and reserves as well as the methods and assumptions used by the QP in determining the estimates and classifications of the ALC mine’s limestone mineral resources and reserves.

Table 1.1 ALC – Summary of Limestone Mineral Resources as of December 31, 2021 Based On $11.05 Crushed Limestone 1, 2

Resource Category

    

In Place
(tons)

    

Cutoff Grade
(% X)

    

Processing Recovery
 (%)3

Measured Mineral Resources

16,010,088

Above 96.0 (CaCO3)

N/A

Indicated Mineral Resources

8,239,334

Above 96.0 (CaCO3)

N/A

Total Measured and Indicated

24,249,422

Above 96.0 (CaCO3)

N/A

Notes:

1 Price Source from USGS Mineral Commodity Summaries 2021.

2 Shot limestone delivered to the primary crusher.

3 N/A: Not Applicable because estimated resources are in place.

Table 1.2 ALC – Summary of Limestone Mineral Reserves as of December 31, 2021, Based On $11.05 Crushed Limestone 1, 2

Reserve Category

    

Extractable
(tons)

    

Cutoff Grade
(% X)

    

Mining Recovery
 (%)3

Probable Reserves

3,458,000

Above 96.0 (CaCO3)

82.0/75.0

Proven Reserves

9,085,000

Above 96.0 (CaCO3)

82.0/75.0

Total Probable and Proven

12,543,000

Above 96.0 (CaCO3)

82.0/75.0

Notes:

1 Price Source from USGS Mineral Commodity Summaries 2021.

2 Shot limestone delivered to the primary crusher.

3 Mining recovery is listed as open pit/UG recovery.

The modeling and analysis of the ALC mine’s resources and reserves has been developed by ALC and USLM personnel and reviewed by management of the companies, as well as the QP. The development of such resources and reserves estimates, including related assumptions, was a collaborative effort between the QP and personnel of the companies.

Page 6 of 37


The ALC mine has been a stable producer of limestone using the current equipment fleet and operating parameters for many years. This operating history and its 2022 budget were used to estimate the unit costs for open pit mining and annual sustaining capital expenditures. In 2035, limestone production is forecast to transition to underground mining which will require the purchase of a fleet of underground mining equipment. For purposes of this TRS, the estimated underground mining cost per ton is based on contract mining costs for other mines. Tables 1.3 and 1.4 set forth the estimated capital costs and operating costs, respectively, used to estimate future operations for the ALC mine.

Table 1.3 Capital Costs

Capital Cost Estimate

    

Cost

Annual Maintenance of Operations

$450,000

Underground Mining Equipment Fleet

$3,000,000

Table 1.4 Operating Costs

Operating Cost Estimate

    

Cost

Open Pit Mining Cost Per Ton

$4.60

Underground Mining Cost Per Ton

$6.00

It is the QP’s overall conclusions that:

1.

Geologically, the ALC mine limestone deposit has been proven by detailed production and drilling results to have quality and thickness that is very consistent. Because of the simple geology, the mining method for the mine is straightforward and consists of uncomplicated open pit and underground mining.

2.

The data detailed in this report that was used to estimate the resources was adequate for the resource interpretation and estimation.

3.

ALC has successfully mined this resource for many years using the same methods that are projected into the future. Significant increases in the cost of mining coupled with large decreases in the selling price of limestone would be required to make mining uneconomic. Historically, ALC has been able to increase sales prices in line with cost increases.

4.

There are no significant factors onsite that will impact the extraction of this ore body. ALC has been in operation for many decades during varying economic and market conditions.

5.

Absent unforeseen changes in economic or other factors, including additional federal or state environmental regulations, the economic analysis and the amount of Proven Reserves indicate the operation reasonably has approximately 25 years of estimated mine life at current production levels.

2Introduction

2.1Issuer of Report

Mr. Keith Vickers of SYB Group, LLC (“SYB”), a consultant for USLM for over 20 years, prepared this Technical Report Summary (“TRS”) on ALC’s mining operations located in Independence County, Arkansas. Mr. Vickers is a Qualified Person (“QP”). USLM is a publicly-traded company on the NASDAQ Stock Exchange under the ticker symbol USLM and ALC is a wholly-owned subsidiary of USLM.

2.2Terms of Reference and Purpose

The purpose of this TRS is to support the disclosure of mineral resource and mineral reserve estimates for ALC’s existing mining operations located in Independence County, Arkansas, as of December 31, 2021. This report is to fulfill 17 Code of Federal Regulations (“CFR”) § 229, “Standard Instructions for Filing Forms Under Securities Act of 1933, Securities Exchange Act of 1934 and Energy Policy and Conservation Act of 1975 – Regulation S-K,” subsection 1300, “Disclosure by Registrants Engaged in Mining Operations.” The mineral resource and reserve estimates presented herein are classified according to 17 CFR § 229.1300 Definitions.

The QP prepared this TRS with information from various sources with detailed data about the historical and current mining operations, including individuals who are experts in an appropriate technical field. ALC has not previously filed a TRS.

The quality of information, conclusions, and estimates contained herein are based on: 1) information available at the time of preparation; and 2) the assumptions, conditions, and qualifications outlined in this TRS.

Page 7 of 37


Unless stated otherwise, all volumes and grades are in U.S. customary units, and currencies are expressed in 2021 U.S. dollars. Distances are described in U.S. standard units.

2.3Sources of Information

This TRS is based upon engineering data, financial and technical information developed and maintained by ALC or USLM personnel, work undertaken by third-party contractors and consultants on behalf of the mine, public data sourced from the United States Geological Survey, Arkansas Geological Survey, internal ALC technical reports, previous technical studies, maps, ALC letters and memoranda, and public information as cited throughout this TRS and listed in Section 24. Table 2.3 is the list of terms used in this TRS.

This TRS was prepared by Keith V. Vickers, BSGeol, MSGeol, TXPG #3938, CPetG # 6152. Detailed discussions with the following were held during the preparation of the TRS:

Mr. Timothy W. Byrne, President, CEO USLM, Dallas, Texas

Mr. Michael L. Wiedemer, Vice President, CFO USLM, Dallas, Texas

Mr. Russell R. Riggs, Vice President, Production, USLM, Dallas, Texas

Mr. M. Michael Owens, Corporate Treasurer, USLM, Dallas, Texas

Mr. Jason Nutzman, Director of Legal and Compliance, USLM, Dallas, Texas

Mr. Wendell Smith, Director Environmental, USLM, Dallas, Texas

Mr. Nate O’Neill, Vice President and Plant Manager, ALC, Batesville, Arkansas

Mr. Tim Zuroweste, Mining and Projects Manager, ALC, Batesville, Arkansas

Mr. David Cox, Quality Control Laboratory Manager/Safety and Environmental Manager, ALC, Batesville, Arkansas

Mr. Marty Fulbright, Accounting Manager, ALC, Batesville, Arkansas

Mr. Keith Vickers, SYB Group, USLM Consulting Geologist, Crowley, Texas

Page 8 of 37


Table 2.3 Glossary of Terms and Abbreviations

Term

    

Definition

AAPG

American Association of Professional Geologists

AASHTO

American Association of State Highway and Transportation Officials

ADEQ

Arkansas Department of Environmental Quality

AGS

Arkansas Geological Survey

ALC

Arkansas Lime Company

ASTM

American Society for Testing and Materials

ATQ

Authorization to Quarry

CaCO3

Calcium Carbonate

CEO

Chief Executive Officer

CFO

Chief Financial Officer

CFR

Code of Federal Regulations

CMC

Construction Materials Consultants

DTM

Digital Terrain Model

E

East

F.

Fahrenheit

Fig.

Figure

ft.

Feet

GLONASS

Global Navigation Satellite System

GPS

Global Positioning System

LIBOR

London Inter-Bank Offered Rate

LIDAR

Light Detection and Ranging

LST

Limestone

N

North

NAD

North American Datum

NPV

Net Present Value

P.E.

Professional Engineer

PG

Professional Geologist

QP

Qualified Person

QC/QA

Quality Control/Quality Assurance

S

South

TRS

Technical Report Summary

TLC

Texas Lime Company

UG

Underground

U.S.

United States

USGS

United States Geological Survey

USLM

United States Lime and Minerals, Inc.

WAAS

Wide Area Augmentation System

W

West

XRF

X-Ray Fluorescence

2.4Personal Inspection

The QP, who has been a consulting geologist for USLM for over 20 years, is familiar with ALC’s mine geology and operations. Over the years, the QP has visited the operation to supervise drilling, log cores and investigate geologic issues associated with specific areas in the mine. Table 2.4 is a partial list of dates the QP has visited the mine. Data, protocols, and specific information required for the TRS were gathered during onsite visits. The ALC plant manager and the mine manager provided any detailed information the QP required for the resource estimation and mining operation sections of this report.

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Table 2.4 Visits Made by QP to ALC

Date

    

Reason

1998*

Initial Visit and Data Audit

1998-99*

Supervise Core Drilling Project

1999

Performed Resource Assessment

2005*

Supervise Core Drilling Project

2007*

Supervisor Core Drilling Project

2008*

Supervise Core Drilling Project and Mine Plan

2016*

Supervise Core Drilling Project and Results Meeting

2021

Meeting to Review and Obtain Detailed Information for TRS

Note: * Multiple Trips Made to Mine.

On October 18, 2021, the QP met in the ALC operations office to discuss the information requirements for this TRS report. He reviewed the production QC drill hole database. The QP inspected the mine, visited faces to examine the consistency and thickness, and discussed current status of core storage buildings. The equipment suite, blasting and mining methods, and costs were reviewed. The QP discussed QC/QA at the operations office with the plant Quality Control Laboratory Manager. The Quality Control Laboratory Manager provided lab and XRF standard certifications and instrument service/care contracts. A review of the core and sample preparation for analytical tests occurred and copies of their documentation were provided.

The QP reviewed a report checklist with ALC management and the mining engineer to ensure all materials needed for the TRS were available. The resource areas, fixed grade control, and production hole sampling procedures were reviewed and QP was made current on any changes. The mining faces were compared to the existing geologic model, and a comparison of the core to production sample chemistry was discussed. The QP had a meeting with the accounting manager to obtain the financials for the mine economic analysis.

3Property Description

3.1Property Description and Location

ALC operations (35°47’13.08”N, -91°45’10.03”W, Fig. 3.1, GoogleEarth, 2021) are located in Independence County, Arkansas. ALC operates an open pit mine at the location. The mine is five miles west of Batesville, Arkansas on State Highway 106.

Graphic

3.2Mineral Rights

ALC owns approximately 1,260 acres in fee (AcreValue website, 2021) (USLM internal report). ALC holds all surface and mineral rights on the fee property.

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3.3Significant Encumbrances or Risks to Perform Work on the Property

There are no significant issues or risks to work on the properties outside of those generally related to mining operations.

3.4Lease Agreements or Income from Royalties

ALC does not receive any royalties as it is not the lessor for any mineral rights on its properties.

4Accessibility, Climate, Local Resources, Infrastructure, and Physiography

4.1Topography, Vegetation, and Physiography

The area’s topography is characterized by broad valleys with rounded hills of variable elevation connecting to several main river drainages. The White River is the largest drainage system in the local area. Occasionally the hills are more plateau-like with greater relief to them. ALC’s operations are located in one of the valleys. The elevation ranges from 1144 ft. to 242 ft. The valleys are covered with thick alluvial sediments and the ridges have moderate soil cover on top and sufficient depth on the sides for abundant tree growth (Albin et al, 1967).

The tree types are dominated by oak, maples, hickories, and hawthorns (Mitchell, 2016). The flat valley floors are primarily agricultural land cover in typical grasses common to the area.

The operation is in the physiographic province known as the Ozark Plateaus (Chandler, 2014). The area has been eroded into high ridges approximately the same height separated by board and steep valleys that merge into larger open flat areas occupied by the main river drainages.

4.2Accessibility and Local Resources

Primary access to the operation is by Punch Lane County Road to State Highway 106 from the city of Batesville. Batesville is served by a regional airport and commercial airline travel is through Little Rock Arkansas (95 miles). County roads are paved. (GoogleMaps website, 2021). ALC has a private rail spur that connects to the Missouri and Northern Arkansas railroad line.

4.3Climate and Operating Season

The average rainfall for Independence County, Arkansas, is 49 inches of rain per year. The County averages four inches of snow per year. On average, there are 219 sunny days per year in Independence County. The County averages 99 days of precipitation per year. Precipitation is rain, snow, sleet, or hail that falls to the ground. Average temperature ranges from a high in July of 91 degrees F. to a low of 26 degrees F. in January. There are infrequent winter storms that may make operations pause for a short period but nothing long-term. The above conditions make year-round mine operation possible with little weather-related lost time (www.bestplaces.net/climate, 2021).

4.4Infrastructure

4.4.1Water

There are no issues with the water supply. The operation water requirements are served by spring and surface water from the mine.

4.4.2Energy Supply

The mine fuel supply is from distributors in Batesville, Arkansas. A state power grid supply supplies electrical power to the operation.

4.4.3Personnel

The Batesville Metropolitan area population is estimated at 11,000 and several rural communities nearby that the mine can draw from for new or replacement employees (www.populationreview.com, 2022).

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4.4.4Supplies

The most common supplies needed by the mine are obtained from Batesville, Arkansas. Heavy equipment parts and other similar supplies come from Little Rock, Arkansas. Several trucking companies provide service to the operation from the above supply centers.

5History

5.1Prior Company Ownership

The ALC mine has been in operation for more than 60 years. USLM (formerly known as Rangaire Corporation) purchased ALC (then named Batesville White Lime Company) in the 1960’s, which owned the Batesville Quarry in Independence County, Arkansas, at the time. In the years that followed, ALC acquired additional acres of land resulting in the current ownership of approximately 1,050 acres of land in Independence County. In the past 25 years, ALC has built three preheater rotary kilns as well as other operational and office facilities. Information was provided by ALC.

5.2Exploration and Development History

Presently, ALC operates two open pits, one north of Highway 106 and another just south of the highway. Many of the early programs drilled only the north property. From 2005 drilling was done on both sides of the highway.

Table 5.2 ALC Historical Drilling Projects

Year

Company

Purpose

Summary of Work

Comment

1959

Albert Lewis

Development

21 Core Holes

First Resource Assessment

1989

Don Williams

Exploration

2 Plug Holes

Explore Areas Near Mine

1992

CMC

Development

7 Core Holes

Expand Mine

1996-97

Charles Mallete

Development

17 Core Holes

Resource Assessment

1998

ALC/TerraCon, Inc.

Development

38 Core Holes

Drill North and South Highway 106

2005

ALC

Development

19 Core Holes

West Side Stewart

2007

ALC

Development

19 Core Holes

North/South Stewart

2008

ALC

Development

9 Core Holes

East Side North Mine

2016

ALC

Development

34 Core Holes

Westside Both Mines

Note:

A detailed discussion of all drilling and results is in Section 7.1.

6Geologic Setting, Mineralization, and Deposit

The ALC mining operation started in the 1920’s when excavation of the Mississippian age Boone limestone was begun.

6.1Regional Geology

The state of Arkansas is divided into five geologic provinces (Fig. 6.1-1). These provinces were designated according to unique geology and topography. ALC is located in the Ozark Plateaus province. The following is excerpted from McFarland, 1998.

The Ozark Plateaus region of Arkansas is made up of typically flat-lying Paleozoic strata separated into three plateau surfaces based on their unique topography and geology. The northern-most plateau is the Salem Plateau and is generally underlain by dolostones, sandstones, and limestones of Ordovician age and low elevations. The Springfield Plateau stands above the Salem a few hundred feet and is ordinarily capped by lower Mississippian age cherty limestones and limestones. The Boston Mountains are southernmost plateau area and has the highest relief of the Ozarks. It is dominated by Pennsylvanian age shales, siltstones, and sandstones. The entire Ozark Plateaus province is deeply cut by numerous streams throughout the area. The faulting is generally normal; most faults displaying a displacement down on the southern side in the province. Gentle folds are mapped but are generally of very low amplitude. The depositional environment of the rocks found in the Arkansas Ozarks is one of a relatively shallow continental shelf, sloping toward deeper water generally toward the south. Sea level lowering caused the shelf emerged many times during the Paleozoic resulting in numerous erosional unconformities throughout the province’s geologic history.

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Graphic

Described below is the regional geologic history. Refer to Fig. 6.1-2 for the stratigraphic period and formation order/age. The Ozark Plateaus province began to form in the early Ordovician age when the first uplift of the region occurred. These uplift events occurred throughout geologic time until the Tertiary age. This last event and significant erosion left the current structural feature seen today. Between the Cambrian age and the present day there were repetitive erosional events. There are an estimated total of 17 events. They were caused by either uplift with erosion or erosion because of receding seas and resulted in depositional hiatuses or erosional unconformities. They are important because they produce a high degree of variability in thickness of strata. The Lower Ordovician age is characterized by deposition of dolomites until the Middle Ordovician age with the deposition of the Joachim formation. From the Upper Plattin formation until the Chattanooga shale at the end of the Devonian age limestone deposition was the dominate rock type. The rock types of this period represent deposition in a shallow marine environment existed for a long period of time until deep water marine environment conditions produced shale deposition (McFarland, 1998).

The Chattanooga shale was a period of deep water fine grained deposition that separated the long period of limestone deposition during the Ordovician to the end of the Devonian. After the Chattanooga shale deposition concluded the Mississippian deposition was dominated by limestone deposition especially of interest is the Boone limestone. Next the upper Mississippian interval to the Pennsylvanian interval was dominated by alternating limestone, shale, and sandstone deposition.

Fig. 6.1-2 is the geologic map of the eastern part of the Ozark Plateaus province with the ALC ore limestone highlighted.

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Graphic

6.2Local and ALC Property Geology

Locally, the structural setting is simple. In over 80 decades of mining only one fault was encountered (10 ft. throw, normal). The Boone limestone is moderately jointed. As with all surface exposed limestones in northern Arkansas and the southeastern part of the United States there are localized karst features present. The presence of erosional unconformities have the greatest impact on the local geology. Each unconformity has a different degree of erosion associated with it. These erosional episodes resulted in loss of stratigraphic section or thinning of rock units in a random pattern.

ALC is located in an east-west Boone limestone outcrop belt. Locally, Mississippian age limestones were not the result of reef formation but transported carbonate sand deposited further off shore from a massive reef bank located to the north and northwest of the northern Arkansas. The almost chemically pure carbonate sand was deposited on a shallow offshore shelf by sea currents and storms. This isolated environment produced areas of high purity limestone. Later in the formation’s geologic history subsurface conditions caused some replacement of the limestone by chert. This resulted in separating the areas of high calcium limestone.

Local drilling has defined the ore deposit as being an elongate northeast to southwest bowl or trough. The floor of the trough is where a distinctive lithology and chemical quality change occurs. The formation that comprises the floor is believed to be the Lafferty limestone. The shape of the trough is interpreted to be the result of an erosional unconformity or a submarine channel the Boone limestone was deposited in.

6.3Mineralization

High calcium limestones are the product of unique depositional environments only, not by subsurface alteration or enhancement. No subsurface mineralization has occurred to create or enhance the calcium carbonate content in this deposit. The CaCO3 content is the product of reef organisms that build their exoskeletons out of calcium carbonate derived from the marine environment. The reef area has very limited or no exposure to sources of non-carbonate materials such as clay, silica, and iron that reduce the CaCO3 content.

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6.4Stratigraphy and Mineralogy

Graphic

Page 15 of 37


Graphic

Table 6.4 ALC Property Stratigraphy

Stratigraphic Unit

Thickness
Approximate Range

Primary Lithology

Moorefield Shale

0 to 30 ft.*

Black very fine grain, thin LST lenses

Boone LST

150 to 200 ft.*

Gray coarse to fine crystalline, mostly recrystallized, very clean

Chattanooga Shale

0 to 4 ft.*

Black, fissile, rarely present

Lafferty LST

5 to 20 ft.*

Gray to dark gray, sandy, fine crystalline,

Note: *From multiple sources.

7Exploration

The database used for the ALC geologic model is consists of lithology and chemical analysis data from core drilling. Limited exploration drilling has been necessary for the past 30 years because of ALC’s significant land position. A considerable amount of recent drilling has been near the mine and on ALC property.

7.1Drilling Programs

A summary of drilling projects to date on ALC property is in Table 7.1-1. These projects include exploration, and development, by diamond bit and percussion drilling methods. Fig. 7.1-1 shows all the ALC Drill Holes.

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Table 7.1-1 All ALC Drilling Projects

Year

Company

Purpose

Summary of Work

Comment

1959

Albert Lewis

Development

21 Core Holes

First Resource Assessment

1989

Don Williams

Exploration

2 Plug Holes

Explore Areas Near Mine

1992

CMC

Development

7 Core Holes

Expand Mine

1996-97

Charles Mallete

Development

17 Core Holes

Resource Assessment

1998

ALC/TerraCon, Inc.

Development

38 Core Holes

Drill North and South Highway 106

2005

ALC

Development

19 Core Holes

West Side Stewart

2007

ALC

Development

19 Core Holes

North/South Stewart

2008

ALC

Development

9 Core Holes

East Side North Mine

2016

ALC

Development

34 Core Holes

Westside Both Mines

The mining operation started in the early 1920’s. In 1929 the company saw the need to expand the mining operation. It drilled a few plug holes around the exiting mine to prove the Boone was present. Results from this project are not available. In 1959 Albert Lewis was contracted to confirm more ore near the active mine site and drilled 21 core holes. The cores were analyzed on 10 ft. intervals by an outside lab. Lewis conducted the first resource determination for the northern mine. The cores were preserved and TerraCon, Inc. reexamined and had them reanalyzed in 1998. The summary of the hole analysis are presented in Table 7.1-2 below.

Graphic

Table 7.1-2 Summary of 1959 Development Drilling

Property

    

Number of
Holes

    

Average LST Thickness (Ft.)

    

Average CaCO3 Percentage (%)

ALC N. Property

21

78

98.1

The holes were drilled along the Boone outcrop ridge and south of it. Two holes resulted in coring limestone below the ore interval and the ore thickness was variable because of the feather edge of the outcrop.

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If any drilling was conducted between 1959 and 1989 there are no records available. Don Williams drilled 12 plug holes directly around the active north mine for expansion purposes in 1989. Records for two holes were available for review. The summary results of the drilling are listed in table 7.1-3 below.

Table 7.1-3 Summary of 1989 Development Drilling

Property

    

Number of
Holes

    

Average LST Thickness (Ft.)

    

Average CaCO3 Percentage (%)

ALC N. Property

2

53

97.1

In 1992 CMC was contracted to drill seven core holes in areas that would be mined in the near future. From the drilling results the mine could expand into the areas drilled. Some of the holes had over 75 ft. of CaCO3 above 96.0%. A summary of the results is presented in Table 7.1-4 below.

Table 7.1-4 Summary of 1992 Development Drilling

Property

    

Number of
Holes

    

Average LST Thickness (Ft.)

    

Average CaCO3 Percentage (%)

ALC N. Property

7

75

97.2

In 1996-97, Charles Mallete drilled 17 core holes across the property to perform a resource assessment. It appears he placed his holes to fill the gaps in the previous programs. Eight cores out of the 17 were located for the TerraCon, Inc. reexamination project. The summary of the core results is below in Table 7.1-5.

Table 7.1-5 Summary of 1996-97 Development Drilling

Property

    

Number of
Holes

    

Average LST Thickness (Ft.)

    

Average CaCO3 Percentage (%)

ALC North and South Properties

17

64

97.6

In 1998, TerraCon, Inc. was contracted to perform a resource assessment on the north mine. TerraCon, Inc. reviewed all previous drilling and resource studies. A 38-hole drilling project occurred that covered both the north mine and south unmined areas. The results of the study provided validation there were sufficient resources for several years in the future. Unlike the previous core projects, the sampling interval of 5 ft. or 10 ft. in this project was sampled on 2 ft. intervals to better define the top and the bottom of the ore. A summary table listing the results of the project is below in Table 7.1-6.

Table 7.1-6 Summary of 1998 Development Drilling

Property

    

Number of
Holes

    

Average LST Thickness (Ft.)

    

Average CaCO3 Percentage (%)

ALC North and South Properties

38

65*

97.3

Note: *Some holes drilled in existing mine floor.

TerraCon, Inc. followed the drill site protocols recently established by USLM. These protocols for drilling, logging, and sampling cores had been developed as equipment and analyses had changed. The project procedures were:

·

Contract geologists selected core drilling locations with the approval of sites and drilling budget by USLM management.

·

Core drilling was conducted directly under the supervision of contract geologists. All core was logged by SYB or an approved USLM contract geologist using a protocol modified from the Shell Sample Examination Manual (Swanson, 1981) that was modified by SYB and approved by USLM.

·

After final selection, hole locations were surveyed by hand GPS (WAAS and GLONASS capable).

·

Immediately upon retrieval, the core was placed on a V-shaped trough. All core pieces were fitted together and labeled with a permanent marker in one-ft. intervals.

·

Characteristics related to the suitability of the limestone for the ALC plant processing and geology were recorded. These items are stratigraphy, key marker lenses/layers, lithology characteristics, visual identification of ore top and bottom, and structural disturbance.

·

The core from each drill hole was placed into cardboard boxes in two ft. intervals totaling 10 ft. at the drill site. The boxes were labeled with a box number, company information, hole number, core runs, and depths marked on each box. The boxes were then delivered to the ALC core processing area. Then they were prepped for transport to the ALC core storage center.

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·

The contract geologists were responsible for examining the core and compiling a detailed interval list for XRF analysis. This list was later entered into Excel to build an analysis database. The analysis intervals were chosen on two ft. lengths and intervals of six ft. to ten ft. above and below the lithologically identified ore zone were chosen. This excess was so the top and bottom of the ore could be chemically defined.

·

Once the cores were at the ALC core storage area, the core intervals were diamond sawed into two-thirds to one-third splits. The interval’s one-third split was then bagged in a plastic bag and labeled with the depth interval to be analyzed. The two-thirds split was placed back in the box for reference.

·

The bagged intervals are kept in plastic labeled buckets or boxes in separate groups by the hole and then submitted to the ALC QC/QA lab for XRF analysis. Any portions of samples not destroyed during the testing process are still stored at the ALC core storage facility.

The ALC QC/QA lab performed the XRF analysis on these cores using the USLM lab protocols (discussed in Section 8).

The drilling project conducted in 2005 was to expand the southern mine to the west. The project followed the USLM drill site and lab protocols.

Table 7.1-7 Summary of 2005 Exploration Drilling

Property

    

Number of
Holes

    

Average LST Thickness (Ft.)

    

Average CaCO3 Percentage (%)

ALC South Mine

19

51

97.1

The 2007 drilling project was conducted with the goal of defining more west resources in the north mine and providing geotechnical support for gaining access to the proposed southern mine area in 2008. Nine holes were analyzed for mine development and ten holes were drilled for geotechnical measurements. The ten cores provided lithological data and were not analyzed for chemical content. The results of this drilling project are presented in Table 7.1-8. The standard USLM protocols for drilling and analysis were followed.

Table 7.1-8 Summary of 2007 Exploration Drilling

Property

    

Number of
Holes

    

Average LST Thickness (Ft.)

    

Average CaCO3 Percentage (%)

ALC 2007 Drilling

9*

60

97.8

Note: *19 holes drilled but only nine holes were analyzed for chemistry (see above).

In 2008, drilling was conducted on the northeast side of the north mine. This was a mine development project. Limited previous drilling in this area had indicated the possibility of a thicker ore section under shallow stripping. The results of this project proved the results of earlier drilling and the mine planning was adjusted according. The results of this drilling project are presented in Table 7.1-9. Protocols developed by USLM were followed during this drilling.

Table 7.1-9 Summary of 2008 Development Drilling

Property

    

Number of
Holes

    

Average LST Thickness (Ft.)

    

Average CaCO3 Percentage (%)

ALC 2008 Drilling

9

97

97.9

In 2016, development drilling was conducted to update the existing mine model. The majority of the holes were drilled along the western side of both mines and in the southern area of the south mine. The project provided data for expanding both mines to the west. As with all USLM drilling projects the protocols discussed in the 2008 drilling results were followed. Table 7.1-10 summarizes the results from the 2016 project.

Table 7.1-10 Summary of 2016 Development Drilling

Property

    

Number of
Holes

    

Average LST Thickness (Ft.)

    

Average CaCO3 Percentage (%)

ALC 2016 Drilling

34

68

97.0

A list of the holes used in the model with the hole name and XY coordinates can be found in Appendix A. All holes’ lithology, chemical analysis, and ore interval were plotted as logs. These logs were used to correlate stratigraphy, lithology, and ore zone intercepts. Also, they form a visual catalog of all the hole data. A core log is shown below in Fig. 7.1-2.

Page 19 of 37


Graphic

7.2Surface Mapping and Sampling

There was no surface sampling or measured section work associated with this operation.

7.3Hydrogeology Information

The State of Arkansas does not require hydrogeological studies.

7.4Geotechnical Information

The State of Arkansas does not require geotechnical studies to be performed at mines. The ALC mines are open pit mines and the company had no need to perform geotechnical studies.

Page 20 of 37


8Sample Preparation, Analyses, and Security

8.1Sample Preparation and XRF Analysis

The ALC plant produces many products which are under strict parameters for chemical and physical quality. The ALC QC/QA lab was established many years ago and was upgraded several times to meet the increasing demands of the customer base. In addition, customer quality control labs test ALC product shipments frequently.

XRF is one of the primary methods for determining the chemical content of limestone. The ALC QC/QA lab has been responsible for conducting XRF analysis on plant products and all limestone samples from stockpiles, belt feed samples, drilling, to hand samples collected for outcrop identification. The five significant oxides are analyzed. CaO is most important because of the plant’s raw limestone requirement above 96.0% CaCO3.

XRF sample preparation, whether hand sample, core, or cuttings, is crushed the entire sample to -10 mesh. The sample is then separated and reduced by a ruffle to 250 grams, drying and pulverizing a representative split to -150 mesh. The samples are analyzed for these oxides CaO, MgO, Fe2O3, Al2O3, and SiO2, following USLM’s XRF analytical method for limestone analysis. The technique involves pressing the powder into a pellet using a wax binder to hold the shape. The analytical procedure and protocol information was provided by ALC QC/QA personnel and other information for this section was provided by ALC personnel.

8.2Quality Control/Quality Assurance

The limestone samples are analyzed twice in a run to confirm repeatability. All sample preparation equipment is cleaned after preparing each sample and before the subsequent preparation. The instrument is cleaned and calibrated each year by the manufacturer and is under a service contract. Whenever the device becomes dirty and registers out of calibration or out of specification for the standards, a manufacturer service call is made to clean, recalibrate, and repair if necessary. The oxide results of each sample are totaled to determine if the data is within an acceptable error range around 100%. The sample analysis is rerun if the total oxide percentage exceeds acceptable error limits. The rerun is to correct or help define the error issue. Sample preparation and a newly prepped sample usually correct the problem in many cases. The lab has a set of certified limestone standards to cover the content range of the major oxides that can occur in limestones. The appropriate standard is run concurrently with the unknown samples. The standard results are compared run to run to ensure the instrument operates correctly.

USLM has four QC/QA labs among its wholly-owned subsidiaries. These labs can perform many of the same analyses, specifically XRF. At any time one lab goes down or needs verification of analytical (XRF) results, samples can be sent to another lab for continuing analysis of the samples or cross verification.

The ALC QC/QA lab is certified by:

·

The Food and Drug Administration

·

Underwriters Laboratory

The lab follows procedures and protocols set forth by:

·

ASTM Methods: C-25, 50. 51, 110, 977

·

AASHTO Methods: M216-05, 219

·

USLM protocols for testing whole-rock samples.

The lab utilizes certified limestone samples to verify the accuracy and calibration of its instrumentation. These are:

·

Euronorm MRC 701-1

·

China National Analysis Center:

-NC DC 60107a
-NCS DC 14147a
-NCS DC 70307
-NCS DC 70304

The security for geological samples is not required compared to the procedures needed for precious metals (gold, silver, etc.). Core or other samples are immediately after drilling or at the end of the current shift taken to the core storage area by the contract geologist, member of the drill crew, or limestone sample collector. They are logged in and processed by ALC QC/QA lab personnel. The change of possession is limited to two or three people that can be identified and held accountable for the locations of the samples before delivery to the lab. This information was provided by ALC QC/QA lab personnel.

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8.3Opinion of the Qualified Person on Adequacy of Sample Preparation

The analysis of geologic samples is conducted with the same care as the ALC QC/QA testing for the plant’s products. The QP reviewed the preparation and analytical procedure protocols by the QC/QA lab personnel for proper adherence. The QP’s opinion is that the analytical program and lab provide reasonably accurate chemical data necessary for determining resource estimates.

9Data Verification

9.1Source Material

The QP obtained the analysis results and raw data from the ALC lab personnel. For this TRS, the hard copy data was compared with the digital database for correctness and thoroughness. The geologic data from the old drilling programs were validated as reasonably as possible by comparing lithology and depths from nearby recent holes and production data. Chemical results from the older work were compared to recent chemical results from the nearest production data or hole. This comparison was necessary to verify using the older data in the model. Recent hole ore intercepts were cross-checked with the appropriate mine data to verify and confirm surveyed collar data and check the ore zone.

The older hole maps with the plotted surveyed locations were georeferenced using Global MapperTM and then digitally overlaid on age appropriate USGS Quadrangle Geotiff raster maps to verify location, convert to State Plane System, and verify collar elevation.

The core logs from the various drilling projects were reviewed to confirm logging was suitable for the intercept data determination. The older hole analyses were composited above 96.0% CaCO3 cutoff when possible. If recompositing was not possible, the analytical results had to average above 96.0% cutoff. ALC has conducted a production QC program for many years. Data from this program was used to check on the chemical quality between core holes.

The QP met with the QC/QA lab manager to validate that the QC/QA protocol was followed for the geologic samples and reviewed the instrument’s status records. The sources for this data are the ALC QC/QA lab, old resource studies, mine manager and contract geologists.

Any hole data where the location could not be verified were excluded. Also, any hole where chemical data appeared to be a partial analysis or incomplete was excluded.

9.2Opinion of the Qualified Person on Data Accuracy

After reviewing the material, the QP is satisfied the drill hole database and chemical analysis data are reasonably valid. The QP’s opinion is that the data utilized has been analyzed and collected appropriately, reasonably, and the data was adequate for the resource interpretation and estimation.

10Mineral Processing and Metallurgical Testing

The Boone limestone mined at the ALC property is sedimentary without alteration due to metamorphic or igneous geologic processes. The uniqueness and suitability of the raw limestone for making the plant’s products are based on the percent of CaCO3 content in the limestone. There is no metal content in the ore and no need to perform metallurgical testing. Limestone from the mine has been supplied to the plant’s primary crusher for decades. The mine does not operate crushing and screening processes, so testing is unnecessary.

11Mineral Resource Estimates

11.1Definitions

A mineral resource is an estimate of mineralization by considering relevant factors such as cutoff grade, likely mining dimensions, location, or continuity that, with the assumed and justifiable technical and economic conditions, is likely to, in whole or in part become economically extractable. Mineral resources are categorized based on the level of confidence in the geologic evidence. According to 17 CFR § 229.1301 (2021), the following definitions of mineral resource categories are included for reference:

An inferred mineral resource is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of limited geological evidence and sampling. An inferred mineral resource has the lowest level of geological confidence of all mineral resources, which prevents the application of the modifying factors in a manner useful for the evaluation of economic viability. An inferred mineral resource, therefore, may not be converted to a mineral reserve.

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An indicated mineral resource is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of adequate geological evidence and sampling. An indicated mineral resource has a lower level of confidence than the level of confidence of a measured mineral resource and may only be converted to a probable mineral reserve. As used in this subpart, the term adequate geological evidence means evidence that is sufficient to establish geological and grade or quality continuity with reasonable certainty.

A measured mineral resource is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of conclusive geological evidence and sampling. As used in this subpart, the term conclusive geological evidence means evidence that is sufficient to test and confirm geological and grade or quality continuity.

11.2Key Assumptions, Parameters, and Methods

11.2.1Resource Classification Criteria

Geologic and analytical data from local drilling have proven that the Boone limestone has a consistently high CaCO3 content (above 96.0%) and a consistent mining thickness of 30 plus ft. across the entire ALC property.

For many years the ALC mine has provided limestone of a consistent quality to the plant. Geologic confidence was established by the verified consistent analytical results from drilling. Classifying these resources in the indicated and measured categories is appropriate. The indicated category was applied to areas that some drilling was available but more was needed to increase the geologic confidence. The measured category was applied to tracts adjacent to the existing mines because: 1) there are sufficient drill holes in the area with analyses; and 2) the proximity (high walls) to the mines that have operated for decades extracting the same limestone with the same quality as seen in the holes. These two factors provide high geologic confidence in the resource model for this acreage.

11.2.2Market Price

A reasonable market survey for industrial mineral prices is conducted by the USGS each year. The publication is titled “USGS Mineral Commodity Summaries 2021.” Their database is comprised of sources from the entire United States. The study considers such material issues as regional price differences, weather effects, production issues, and decreased demand from downstream users. For 2020, USGS reported an average value price per metric ton of $12.19, which converts to $11.05 per short ton for crushed limestone. ALC mine’s only product is crushed limestone and is an exclusive supplier to the ALC plant.

11.2.3Fixed Cutoff Grade

The ALC mine supplies shot limestone to the plant’s primary crusher that is further processed by the ALC plant for products to sell to end-user markets. The plant must be provided with a limestone source above an average CaCO3 threshold for customer needs. No matter the product, the raw limestone must exceed a minimum average content above 96.0% CaCO3. This percentage is considered a fixed cutoff grade because the percentage does not vary for the current plant products. The average percent of CaCO3 can be higher but not lower to meet the quality requirement of the plant. Mining limestone with a significantly higher average CaCO3 percentage results in the deposit being high-graded which shortens the mine’s life. Lowering the grade is unacceptable for the plant.

A primary XRF analysis quality control check is to total all the oxide percentages to determine how close the analysis total is to 100%. CaO is the primary oxide of the sample analyzed and the remainder is comprised of MgO, Fe2O3, Al2O3, and SiO2 (refer to Section 8).

The fixed cutoff grade determines the mining thickness. Hole analyses are conducted on intervals of typically two to 10 ft. This thickness is determined by compositing the individual intervals in a hole until the average CaCO3 is just above the fixed cutoff. Since the mine operates on a fixed cutoff grade, there are no specific economic criteria for changing the cutoff grade. Any cost factors that increase the mining cost of limestone at this fixed grade would be offset by appropriate downstream price increases in the ALC plant’s products.

11.2.4Summary of Parameters

Primary modifying factors are fixed cutoff grade, the final underground mine layout, and property line offset. Key assumptions and parameters applied to estimate mineral resources are in Table 11.2.4.

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Table 11.2.4 Resource Parameter Assumptions

Modifying Factor

    

Parameter

 

Fixed Grade Cutoff

Above 96.0% CaCO3

Property Offset

50 ft.

Mineability

Reasonably Expected to be Feasible to Mine

11.3Resource Model

Once the all the verified data was in the database, a final data entry check was performed. Any sample data without a verifiable location or complete analyses were excluded. Table 11.3 lists the number of drill holes used in the model database.

The mines are surveyed every year to document the mining face advance during the year. The existing mine map is updated with the newly surveyed mined areas and oriented to the mine grid. The current surface survey dated December 21, 2021, was used to determine the resource areas for the TRS resource estimate. The new surface survey and most recent USGS LIDAR topography were edited using Global MapperTM software to reduce file size and crop to the resource area. The existing mining grid coordinate system was State Plane NAD 83 feet and was not changed.

The ore body consists of a horizontal single limestone bed defined by top and bottom surfaces. The top and the bottom ore intercepts were from total ore interval composites. The average CaCO3 content above the 96.0% cutoff or higher was used to determine the ore interval in each hole. If any hole’s composite were below 96.0% CaCO3, that area would be excluded from the resource estimate. This situation did not occur within the defined ore body. Next, the hole intercepts were utilized to produce top and bottom three-dimensional structural surfaces.

The method chosen to model the ore structures was gridding using SURFERTM software and gridded by Kriging was selected from eleven other algorithms. The selection process involved four steps:

·

Rough hand contour data for trend and structure preview for comparison;

·

Run gridding script with basic inputs to compare 12 gridding methods rough maps with hand contoured map;

·

Select appropriate grid methods after comparison, then refine with specific inputs to further the selection process; and

·

Run a residual test to select which grid method specifically honors the ore intercepts and approximates the hand contouring.

These structural surfaces were then truncated against the current topography to account for erosional effects and mined out areas. The outline of the ALC property was then used to define the gross boundary of the resource areas.

Next, ore isochore (thickness) and overburden isochore maps were constructed. These maps were used determine model limits, thickness of overburden, ore and overburden to ore ratio. Fig. 11.3 is a map of the reserve areas and the top of the ore in each area.

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Graphic

The resource volume and tonnage were estimated using Surfer software. The volumes were determined by direct measurement of the thickness between the top and bottom of the ore surfaces as defined by gridding of the ore intercepts in each hole. The density factor for the ore was 167 pounds per cubic ft. from previous outside lab density measurements.

Table 11.3 Summary of Drill Hole Database for the Model

Data Type

    

Number of Records

 

Total Holes

166

Lithology

166

Chemical Analyses (Includes Mine Faces)

156*

Hole Composites

156*

Note: *10 holes were for lithology only.

11.4Mineral Resources

11.4.1Estimate of Mineral Resources

Resources for this deposit were estimated as in-place volumes and tonnages. The estimate of measured, indicated, and inferred mineral in-place limestone resources for the ALC operation effective December 31, 2021, as determined from applying the resource parameters to the geologic model, are in Table 11.4-1.

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Table 11.4.1 ALC – Summary of Limestone Mineral Resources as of December 31, 2021,

Based On $11.05 Crushed Limestone1,2

Resource Category

    

In Place
(tons)

    

Cutoff Grade
(% X)

    

Processing Recovery
 (%)3

Measured Mineral Resources

16,010,088

Above 96.0 (CaCO3)

N/A

Indicated Mineral Resources

8,239,334

Above 96.0 (CaCO3)

N/A

Total Measured and Indicated

24,249,422

Above 96.0 (CaCO3)

N/A

Notes:

1 Price Source from USGS Mineral Commodity Summaries 2021.

2 Shot limestone delivered to the primary crusher.

3 N/A: Not Applicable because estimated resources are in place.

11.4.2Geologic Confidence and Uncertainty

The core chemical analysis data in the database have been verified and there is a high degree of confidence in those results. The confidence was from the fact the composited CaCO3 results were constantly above the 96.0% cutoff. At the ALC mine site the Boone formation is a tabular, medium bedded limestone with very little dip and no complicated structural features. For many decades, the ALC mining operation has produced crushed limestone meeting or surpassing the quality limits required by the plant during its entire operational history.

The analytical results cover from 1959 to 2021 and are sufficient to establish reasonable certainty of geological presence, grade, and quality continuity on the operation’s property. 156 hole’s chemical analyses were examined for this model and the average CaCO3 % was constantly above 96.0%. 79 acres (per 2021 mine survey) have been excavated since the mine went into operation in the 1920’s.

The continuity and quality consistency has been documented by drilling results on the property. The chemical quality for cores from unmined areas is consistent with past limestone production. This was verified by comparison of data from holes in mined out areas and QC/QA data.

Because of those results and the fact that the quality control drilling and production quality is constantly above the calcium carbonate cutoff for the deposit, there is high confidence in the definition of the ore zone limits,

11.5Opinion of the Qualified Person

There are no significant factors onsite that will impact the mining of this ore body. After reviewing the resource model, the QP is confident that the limestone has consistent quality, lateral continuity and minable thickness within the drilled areas on the ALC property. The QP is also confident that ALC will continue to extract limestone above the quality cutoff for the foreseeable future.

The QP’s opinion is that the following technical and economic factors could influence the economic extraction of the resource, but the ALC plant insulates most of them from the mine. Although, if lime production becomes unfeasible the ALC plant would no longer require limestone from the ALC mine to produce lime.

·

Regional supply and demand Due to the shipping cost of lime, sales are limited to a regional footprint at the plant. The plant is insulated from global import and export market changes, as sales are domestic and regional.

·

Fuel cost mining equipment are major diesel consumers at the ALC mine. As diesel prices rise, the price per ton of production also rises and will need to be offset by increases in the plants product prices.

·

Skilled labor This site is located near communities with an available labor source.

·

Environmental Matters:

Federal or State regulations/legislation regarding greenhouse gas emission
Air and water quality standards

12Mineral Reserve Estimates

Mineral resources were converted to reserves using the estimated percentage recovery factor for the mining method proposed. For open pit mining it is estimated to be an 82% recovery factor. For underground mining the recovery factor is estimated to be 75%. The overall recovery factor for all mining is estimated to be 78%.

12.1Definitions

Mineral reserve is an estimate of tonnage and grade or quality of indicated and measured mineral resources that, in the opinion of the qualified person, can be the basis of an economically viable project. More specifically, it is the economically mineable

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part of a measured or indicated mineral resource, which includes diluting materials and allowances for losses that may occur when the material is mined or extracted (Dorsey, 2019).

Probable mineral reserve is the economically mineable part of an indicated and, in some cases, a measured mineral resource.  For a probable mineral reserve, the qualified person’s confidence in the results obtained from the application of the modifying factors and in the estimates of tonnage and grade or quality is lower than what is sufficient for a classification as a proven mineral reserve, but is still sufficient to demonstrate that, at the time of reporting, extraction of the mineral reserve is economically viable under reasonable investment and market assumptions (Dorsey, 2019).

Proven mineral reserve is the economically mineable part of a measured mineral resource.  For a proven mineral reserve, the qualified person has a high degree of confidence in the results obtained from the application of the modifying factors and in the estimates of tonnage and grade or quality. Proven mineral reserve is the economically mineable part of a measured mineral resource and can only result from conversion of a measured mineral resource (Dorsey, 2019).

12.2Price

The ALC mine exclusively supplies crushed limestone to the ALC plant. A reasonable market survey for industrial mineral prices is conducted by the USGS each year. The publication is titled “USGS Mineral Commodity Summaries 2021.” Their database comprises sources from the entire U.S. and considers such material issues as regional price difference, weather effects, production issues, and decreased demand from downstream users. As stated in Section 11.2.2, USGS reports average crushed limestone value price of $12.19 per metric ton, which converts to $11.05 per short ton.

12.3Costs

Annual sustaining capital costs were estimated using prior-year capital expenditures and ALC’s 2022 capital budget. Capital costs estimates were reduced from prior years costs due to decreased requirements for limestone ore quantities. Limestone mining costs for ALC were estimated using historical data and its 2022 budget. Operating costs estimates were reduced from prior years costs due to decreased requirements for limestone ore quantities. The estimate UG mining cost per ton is based on estimated mining costs.

12.4Reserve Estimates

Table 12.4 ALC – Summary of Limestone Mineral Reserves as of December 31, 2021,

Based On $11.05 Crushed Limestone 1, 2

Reserve Category

    

Extractable
(tons)

    

Cutoff Grade
(% X)

    

Mining Recovery
 (%)3

Probable Reserves

3,458,000

Above 96.0 (CaCO3)

82.0/75.0

Proven Reserves

9,085,000

Above 96.0 (CaCO3)

82.0/75.0

Total Probable and Proven

12,543,000

Above 96.0 (CaCO3)

82.0/75.0

Notes:

1 Price Source from USGS Mineral Commodity Summaries 2021.

2 Shot limestone delivered to the primary crusher.

3 Mining recovery is listed as open pit/UG recovery.

12.5Opinion of the Qualified Person

ALC has successfully mined this resource for many years using the same methods that are projected into the future. Significant increases in the cost of mining coupled with large decreases in the selling price of limestone would make mining uneconomic. Historically, ALC has increased sales prices in line with cost increases. The limestone is consistent across the reserves and allows for stable operating requirements from year to year.

13Mining Methods

13.1Geotechnical and Hydrologic Considerations

Currently, the State of Arkansas does not require geotechnical or hydrology modeling in mining operations.

13.2Mine Operating Parameters

The ALC mine plans to produce 500,000 tons per year. The expected life of the mine is approximately 25 years.

Overburden is removed by drilling and blasting. A vertical bench drill is used to drill the prescribed holes on designed spacings. Blasting is completed by a qualified contractor. The overburden is moved using excavators, bulldozers and haul trucks to designated overburden piles on the site.

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Mining has been exclusively open pit mining. Ore is excavated by drilling and blasting. A vertical bench drill is used the prescribed holes on a designed spacing. Blasting is completed by a qualified contractor. The ore is loaded using wheel loaders and haul trucks. Fig. 13.2 reflects a current estimate of the final mine limits.

Graphic

13.3Mining Plan

ALC mining will include both open pit and underground mining methods. Open pit mining extraction will utilize typical mining techniques of vertical drill and blast overburden removal and typical mine haulage equipment such as bulldozers, excavators, wheel-loaders and haul trucks. Overburden will be generally targeted at a 2:1 stripping ratio with the non-ore materials being placed within the property. Limestone ore will be recovered with vertical drill and blast, single pass bench mining and typical mining diesel-powered mine haulage equipment such as wheel loaders, excavators and haul trucks.

Designated UG areas will be extracted by the room and pillar mining method. Pillars will be designed as required by strata and depth constraints with estimated extraction ratios of 70-80%. Mining will be by horizontal drilling and blasting. Ground control will be maintained with mine scaling machines. Haulage will be via conventional underground mine haulage equipment.

13.4Mine Plant, Equipment, and Personnel

ALC has a skilled labor force of qualified miners, mechanics, supervision and management. ALC operates 3 to 6 days per week depending on demand from the plant and maintenance requirements. The mining equipment fleet consists of wheel-loaders and haul trucks. Ancillary equipment includes a bench drill, excavators, water truck, motor grader, light vehicles and dewatering pumps.

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14Processing and Recovery Methods

14.1Process Plant and Description

This section does not apply to the report because the mine delivers shot limestone to the ALC primary crusher, where the plant processes the limestone into various products. Crusher Flow Sheet was not included in the report because we only consider mined limestone delivered to the plant’s primary crusher.

14.2Plant Throughput and Design

This section does not apply to the report because the mine is an exclusive limestone supplier to the plant’s primary crusher.

14.3Plant Operational Requirements

This section does not apply to the report because the mine is an exclusive limestone supplier to the plant’s primary crusher.

14.4Application of Novel or Unproven Technology

Mining operations at the site follow standard underground methods. There has not been any application of novel or unproven technologies or techniques.

15Infrastructure

The ALC property is accessible by a paved state highway and rail. The mine operation is accessed by a gravel haul road maintained by the mine personnel. The mine site is a land-locked location with no port facilities access. A rail spur is located on plant property connected to the Missouri and Northern Arkansas Railway. The mine has an onsite office and maintenance shop. Three-phase electric power is provided to the site via above-ground utility lines. A water source is available but not utilized by the mine. A water supply is available from the county system but bottled water is supplied for drinking. Load-out to the primary crusher is on mine property. Fig. 15.1 shows a topographic map of the mine area and significant infrastructure features.

Graphic

16Market Studies

16.1Market Outlook and Forecast

Demand for limestone produced at the ALC mine is exclusively for ALC’s lime and limestone production facilities next to the mine which have been in existence for over 60 years. ALC lime and limestone products are delivered to customers by either truck or rail. Demand for limestone for the ALC operations has averaged approximately 1,000,000 tons per year over the previous

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five years. However, beginning in 2022, ALC plans to source 50% of its limestone demand from another party. Thus, over the remaining estimated 25 year life of the ALC mine, it is expected to produce 500,000 tons of limestone annually for delivery to the primary crusher.

Primary demand for lime and limestone products from ALC’s lime and limestone facilities is from stable markets including the steel industry, the construction industry, paper and glass manufacturers, municipal sanitation and water treatment facilities, roof shingle manufacturers, and poultry and cattle feed producers. Current market conditions for these customers should result in continued steady demand for lime and limestone products in ALC’s market areas for the foreseeable future.

16.2Material Contracts

The ALC mine is an exclusive provider of limestone to ALC’s lime and limestone production facilities. There are no material contracts with outside purchasers.

17Environmental Studies, Permitting, and Plans, Negotiations for Agreements with Local Individuals or Groups

17.1Environmental Studies and Permitting Requirements

The State of Arkansas regulates industrial activities and its potential impacts on the environment under the Arkansas Department of Environmental Quality (ADEQ). Open pit mining and reclamation are regulated in both the Coal and Non-Coal Programs, including soil, clay, shale, gravel, stone, limestone, sand, gypsum, bauxite, and novaculite under Arkansas Pollution Control and Ecology Commission Regulation 15, Act 827 of 1991, and Act 1166 of 1997.

In addition to open pit mining and reclamation, the ADEQ is also a delegated authority under the Clean Air Act and Clean Water Act, established by the Environmental Protection Agency, to protect the ambient air quality and water quality within the State of Arkansas. ALC has furnished the environmental permit information provided in Table 17.1 below associated with its mine:

Table 17.1 Mining and Environmental Permits

Permit Number

    

Issuer

    

Purpose

    

Expiration Date

    

Status

 

0053-MQ-A2

November 2, 2017

ADEQ

Authorization to Quarry

November 1, 2022

In Place, Active

0045-AOP-R9

November 29, 2021

ADEQ

Air Quality

November 28, 2026

In Place, Active

ARR00A109

July 1, 2019

ADEQ

Storm Water

July 30, 2024

In Place, Active

Note: The above-referenced permits cover the ALC mining operations.

17.2Overburden, Site Monitoring, and Water Management

ALC produces and manages non-production material, which consists of overburden and a trace amount of unusable rock from the blasting process at the open pit mines. When mining operations progress into areas with overburden, the overburden is utilized to backfill active pits to the extent where the material is available.

Water management is conducted at the open pit mines to use for dust control and to manage stormwater run-off by way of pre-existing natural erosion pathways. In some areas of the mine, stormwater must be pumped to a natural drainage from a sump used to control standing water.

17.3Post-Mining Land Use and Reclamation

A Financial Plan for Reclamation was developed as part of the Five-Year Plan submitted to The State of Arkansas. The Financial Plan outlines the non-ore materials to be stockpiled within the mine, topsoil management as part of the stripping process as well as the final reclamation process. A surety bond and an estimated acreage of land affected over the life of the mine is submitted as part of the Five-Year Plan.

17.4Local or Community Engagements and Agreements

The operation has developed relationships over the years with various neighboring communities, including the small communities of Bethesda, Melbourne, and Batesville.

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17.5Opinion of the Qualified Person

Arkansas is a heavily regulated State of environmental laws and regulations and has numerous permits that require ongoing compliance and oversight from the State agencies. All permits require constant reporting and oversight from the State mining and environmental agencies. ALC and USLM personnel are well trained and stay up-to-date on all mining and environmental regulations. In the QP’s opinion, there are no current or outstanding issues in environmental governance.

18Capital and Operating Costs

The ALC mine has been a stable producer of limestone using the current equipment fleet and operating parameters for many years. This operating history and its 2022 budget were used to estimate the unit costs for limestone mining and annual sustaining capital expenditures.

18.1Capital Costs

Table 18.1 Capital Costs

Capital Cost Estimate

    

Cost

Annual Maintenance of Operations

$450,000

Underground Mining Equipment Fleet

$3,000,000

18.2Operating Costs

Table 18.2 Operating Costs

Operating Cost Estimate

    

Cost

Open Pit Mining Cost Per Ton

$4.60

Underground Mining Cost Per Ton

$6.00

19Economic Analysis

The gridded model estimated limestone ore volumes for each reserve area. Limestone volumes are converted to tons for cost and revenue estimation using a density factor of 167 pounds per cubic foot.

The ore thickness is generally uniform in each area. The mining methods and equipment are suitable for all reserve areas.

19.1Key Parameters and Assumptions

The discount rate used in the economic analysis is 1.09%. This rate is ALC’s incremental borrowing cost. Per the current debt agreement and ALC’s current leverage ratio, our borrowing rate is 1.09% (calculated from the November 2021 LIBOR of 0.09%).

The tax was estimated using ALC’s current effective income tax rate calculated on September 30, 2021. In reviewing the September 30, 2021 tax provision, the effective tax contained no material non-recurring permanent items that would influence the rate, so it is considered not applicable to future periods. Demand for limestone is projected to be 1,000,000 tons per year for the life of the mine. The sales price per ton is estimated using the USGS Mineral Commodity Summaries 2021. Depreciation was estimated using existing assets and the approved items in the 2022 budget. The later years’ depreciations are calculated using the capital budget forecast and the asset life with a mid-year convention.

19.2Economic Viability

Sensitivity analysis was performed on the discount rate, mining costs, ALC mining costs, and limestone price.

Table 19.3-1 Sensitivity Analysis: Varying Discount Rate

Discount Rate

    

NPV (thousands)

 

0%

$46,486

1%

$41,367

2%

$37,046

5%

$27,551

10%

$18,541

15%

$13,661

20%

$10,716

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Graphic

Table 19.3-2 Sensitivity Analysis: Varying Limestone Mining Costs

Graphic

Limestone Mining Cost % Change

    

NPV (thousands)

 

-10%

$49,943

-5%

$45,348

0%

$40,754

5%

$36,159

10%

$31,564

Graphic

Table 19.3-3 Sensitivity Analysis: Selling Price Change

Selling Price % Change

    

NPV (thousands)

 

-20%

$31,748

-10%

$36,348

0%

$40,948

10%

$45,548

20%

$50,149

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Graphic

20Adjacent Properties

Geologic information from adjacent properties was limited to that performed by the AGS and some regional drilling performed by ALC. The AGS material consisted of measured sections and sampled surface locations. The AGS information is public domain. This information was utilized primarily as evidence of lateral continuity and quality if chemical analysis was available. None of the AGS information was part of the geologic model database.

21Other Relevant Data and Information

All data relevant to the supporting studies and estimates of mineral resources and reserves have been included in the sections of this TRS. No additional information or explanation is necessary to make this TRS understandable and not misleading.

22Interpretation and Conclusions

22.1Interpretation and Conclusions

Geology of the Boone limestone on the ALC property is simple. The deposit consists of a tabular, single limestone strata with no structure in the reserve areas and a shallow dip angle. The formation has been proven by drilling and production in and around the mines that the quality and thickness are very consistent. Because of this simple geology, the mining method is straightforward and consists of uncomplicated underground and open pit mining.

ALC has been in operation for many decades during varying economic and market conditions, and the ALC plant has maintained a steady market share. The quality control practices have helped to optimize the thickness and quality of the ore zone over the period of operation. The economic analysis and amount of Mineral Resources and Proven Reserves indicate the operation reasonably has approximately 25 years of estimated mine life at current production levels.

22.2Risks and Uncertainties

Internal to the mining operation, risks and uncertainties are minimal because of the uncomplicated geology and the employment of a standard mining methods. Governmental, legal, and regulatory risks, such as greenhouse gases, could adversely affect the markets the ALC operation supplies.

23Recommendations

The QP recommends a drilling project along the western side at the property line west of the south pit. This project would define and extent the resource potential out to the western property limits. The project could allow expansion of the mining operation in that direction.

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24References

Albin DR. et al. 1967. Water resources of Jackson and Independence, Arkansas. GSW-SP 1839-G. USGS. 37 pgs.

AcreValue.com. 2021. [Accessed 2021]. https://www.acrevalue.com/map/?lat=40.628229&lng=-90.5&zoom=4

Bestplaces.net/climate.2021. [Accessed 2022]. https://www.bestplaces.net/climate/city/arkansas/batesville

Chandler A.2014. Physiographic Provinces of Arkansas. AGSPS. AGS. 1 pg.

Dorsey. 2019. How will the new rules affect the definitions of mineral reserves, probable mineral reserves, and proven mineral reserves? [Accessed 2020].

Earth.google.com. 2022. [Accessed 2022]. https://earth.google.com/web/

Google.com/maps. 2021. [Accessed 2022] https://www.google.com/maps/place/Batesville,+AR+72501/@35.7931201,-91.7481323,6611m/data=!3m1!1e3!4m5!3m4!1s0x87d16190f05e8a23:0x4c72fbe63c4e63d1!8m2!3d35.769799!4d-91.6409721

Haley BR et.al. 1993. Geological Map of Arkansas. USGS. 1 pg.

McFarland JD. 1998. Stratigraphic Summary of Arkansas. IC-36. AGS. 44 pgs.

Mitchell K. 2016. [Accessed 2022]. onlyinark.com/homegrown/Arkansas-trees/

Rains DS and Hutto RS. 2012. Geologic map of the Sylamore Quadrangle. Izard and Stone Counties, Arkansas. DGM AR-00844. AGS. 1 pg.

Swanson RG. 1981. Shell Sample Examination Manual. MIES1. AAPG. 102 pgs.

USLM. 2021 Property Records, Executive Summary. Company Internal Report. Pgs. 123

US Geological Survey. 2021. MapView Website. [Accessed 2021]. https://ngmdb.usgs.gov/mapview/?center=-97,39.6&zoom=4.

US Geological Survey. 2021. Mineral Commodity Summaries 2021. Stone (Crushed). pg. 154. USGS. 200 pgs.

World populationreview.com. 202. [Accessed 2022]. https://worldpopulationreview.com/us-cities/batesville-ar-population

25Reliance on Information Provided by the Registrant

The QP has relied upon information and data from ALC and USLM personnel and historical records in completing this TRS. This material included written reports and statements of other individuals and companies with whom it does business. The material also includes permits, licenses, historical exploration data, production records, equipment lists, geologic and ore body resource and reserve information, mine modeling data, financial data and summaries, mine equipment specifications and summaries, records, equipment lists. This material has been relied upon in the mine planning, capital and cost planning, and audited. The ALC mine engineer assisted the QP in reviewing these materials and performed the final reserve modeling and economic analysis under the direction of the QP. The QP believes that the basic assumptions were factual and accurate and that the interpretations were reasonable. There is no apparent reason to believe that any material facts have been withheld or misstated. In his professional judgment, the QP has taken all appropriate steps to ensure that the information or advice from ALC and USLM personnel and records and outside entities are accurate. The QP does not disclaim any responsibility for this Technical Report Summary.

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Appendix A: List of Data included in the Geologic Model

Table  Description automatically generated

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Appendix B: Annual Cash Flow Analysis

Arkansas Lime - Discounted Cash Flow

 

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

In Thousands

Discount Factor 1.09%

NPV $40,948

2022

2023

2024

2025

2026

2027

2028

2029

Tons Limestone Sold

500

500

500

500

500

500

500

500

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

-Operating Costs

$

(2,299)

$

(2,299)

$

(2,299)

$

(2,299)

$

(2,299)

$

(2,299)

$

(2,299)

$

(2,299)

-Depreciation

$

(1,021)

$

(876)

$

(704)

$

(603)

$

(490)

$

(464)

$

(450)

$

(450)

Taxable Income

$

2,205

$

2,350

$

2,522

$

2,623

$

2,736

$

2,762

$

2,776

$

2,776

-Tax

$

(441)

$

(470)

$

(504)

$

(525)

$

(547)

$

(552)

$

(555)

$

(555)

+Depreciation

$

1,021

$

876

$

704

$

603

$

490

$

464

$

450

$

450

-Capital Expenses

$

(450)

$

(450)

$

(450)

$

(450)

$

(450)

$

(450)

$

(450)

$

(450)

Free Cash Flow

$

2,335

$

2,306

$

2,272

$

2,251

$

2,229

$

2,224

$

2,221

$

2,221

Arkansas Lime - Discounted Cash Flow

 

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

In Thousands

2030

2031

2032

2033

2034

2035

2036

2037

Tons Limestone Sold

500

500

500

500

500

500

500

500

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

-Operating Costs

$

(2,299)

$

(2,362)

$

(2,522)

$

(2,650)

$

(2,650)

$

(2,708)

$

(3,000)

$

(3,000)

-Depreciation

$

(450)

$

(450)

$

(450)

$

(450)

$

(450)

$

(960)

$

(960)

$

(960)

Taxable Income

$

2,776

$

2,713

$

2,553

$

2,426

$

2,426

$

1,857

$

1,565

$

1,565

-Tax

$

(555)

$

(543)

$

(511)

$

(485)

$

(485)

$

(371)

$

(313)

$

(313)

+Depreciation

$

450

$

450

$

450

$

450

$

450

$

960

$

960

$

960

-Capital Expenses

$

(450)

$

(450)

$

(450)

$

(450)

$

(450)

$

(3,000)

$

(450)

$

(450)

Free Cash Flow

$

2,221

$

2,170

$

2,042

$

1,940

$

1,940

$

(555)

$

1,762

$

1,762

Arkansas Lime - Discounted Cash Flow

 

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

In Thousands

2038

2039

2040

2041

2042

2043

2044

2045

Tons Limestone Sold

500

500

500

500

500

500

500

500

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

-Operating Costs

$

3,000)

$

(3,000)

$

(3,000)

$

(3,000)

$

(3,000)

$

(3,000)

$

(3,000)

$

(3,000)

-Depreciation

$

(960)

$

(960)

$

(450)

$

(450)

$

(450)

$

(450)

$

(450)

$

(450)

Taxable Income

$

1,565

$

1,565

$

2,075

$

2,075

$

2,075

$

2,075

$

2,075

$

2,075

-Tax

$

(313)

$

(313)

$

(415)

$

(415)

$

(415)

$

(415)

$

(415)

$

(415)

+Depreciation

$

960

$

960

$

450

$

450

$

450

$

450

$

450

$

450

-Capital Expenses

$

(450)

$

(450)

$

(450)

$

(450)

$

(450)

$

(450)

$

(450)

$

(450)

Free Cash Flow

$

1,762

$

1,762

$

1,660

$

1,660

$

1,660

$

1,660

$

1,660

$

1,660

Page 36 of 37


Arkansas Lime - Discounted Cash Flow

 

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

In Thousands

2046

Tons Limestone Sold

500

Sales Price/Ton

$

11.05

Revenue

$

5,525

-Operating Costs

$

(3,000)

-Depreciation

$

(450)

Taxable Income

$

2,075

-Tax

$

(415)

+Depreciation

$

450

-Capital Expenses

$

(450)

Free Cash Flow

$

1,660

Page 37 of 37



Exhibit 96.3

Technical Report Summary on

ACT Holdings Company Limestone Operation

Izard County, Arkansas, USA

Prepared for:

United States Lime and Minerals, Inc.

Graphic

SK-1300 Report

Effective Date December 31, 2021

Report Date: March 2, 2022

Page 1 of 40


DISCLAIMERS AND QUALIFICATIONS

SYB Group, LLC (“SYB”) was retained by United States Lime & Minerals, Inc. (“USLM”) to prepare this Technical Report Summary (“TRS”) related to ACT Holdings, Inc. (“ACT”) limestone reserves and resources. This TRS provides a statement of ACT’s limestone reserves and resources at its mine located in Izard County, Arkansas and has been prepared in accordance with the U.S. Securities and Exchange Commission (“SEC”), Regulation S-K 1300 for Mining Property Disclosure (S-K 1300) and 17 Code of Federal Regulations (“CFR”) § 229.601(b)(96)(iii)(B) reporting requirements. This report was prepared for the sole use by USLM and its affiliates and is effective December 31, 2021.

This TRS was prepared by SYB Group’s President who meets the SEC’s definition of a Qualified Person and has sufficient experience in the relevant type of mineralization and deposit under consideration in this TRS.

In preparing this TRS, SYB relied upon data, written reports and statements provided by ACT, Arkansas Lime Company, also a wholly-owned subsidiary of USLM, (“ALC”) and USLM. SYB has taken all appropriate steps, in its professional opinion, to ensure information provided by ACT, ALC and USLM is reasonable and reliable for use in this report.

The Economic Analysis and resulting net present value estimate in this TRS were made for the purposes of confirming the economic viability of the reported limestone reserves and not for the purposes of valuing ACT or its assets. Internal Rate of Return and project payback were not calculated, as there was no initial investment considered in the financial model. Certain information set forth in this report contains “forward-looking information,” including production, productivity, operating costs, capital costs, sales prices, and other assumptions. These statements are not guarantees of future performance and undue reliance should not be placed on them. The ability to recover the reported reserves depends on numerous factors beyond the control of SYB Group that cannot be anticipated. Some of these factors include, but are not limited to, future limestone prices, mining and geologic conditions, obtaining permits and regulatory approvals in a timely manner, the decisions and abilities of management and employees, and unanticipated changes in environmental or other regulations that could impact performance. The opinions and estimates included in this report apply exclusively to the ACT mine as of the effective date of this report.

All data used as source material plus the text, tables, figures, and attachments of this document have been reviewed and prepared in accordance with generally accepted professional geologic practices.

SYB hereby consents to the use of ACT’s limestone reserve and resource estimates as of December 31, 2021 in USLM’s SEC filings and to the filing of this TRS as an exhibit to USLM’s SEC filings.

Qualified Person: /s/ Keith V. Vickers

Keith V. Vickers, TXPG #3938

President, SYB Group, LLC

1216 W. Cleburne Rd

Crowley, TX 76036

Page 2 of 40


Table of Contents

List of Figures

4

List of Tables

5

1

Executive Summary

6

2

Introduction

7

3

Property Description and Location

10

4

Accessibility, Climate, Local Resources, Infrastructure, and Physiography

11

5

History

11

6

Geological Setting, Mineralization, and Deposit

12

7

Exploration

17

8

Sample Preparation, Analyses, and Security

20

9

Data Verification

22

10

Mineral Processing and Metallurgical Testing

22

11

Mineral Resource Estimates

22

12

Mineral Reserve Estimates

25

13

Mining Methods

27

14

Processing and Recovery Methods

28

15

Infrastructure

28

16

Market Studies

29

17

Environmental Studies, Permitting, and Plans, Negotiations, or Agreements with Local Individuals or Groups

29

18

Capital and Operating Costs

31

19

Economic Analysis

31

20

Adjacent Properties

34

21

Other Relevant Data and Information

34

22

Interpretation and Conclusions

34

23

Recommendations

34

24

References

35

25

Reliance on Information Provided by the Registrant

35

Appendix A: List of Data Included in the Geologic Model

36

Appendix B: Annual Cash Flow Analysis

37

Page 3 of 40


List of Figures

1.

Fig. 3.1

Location and Property Map for ACT Operation

2.

Fig. 6.1-1

Arkansas Geological Provinces

3.

Fig. 6.1-2

Regional Geologic Map, Eastern Ozark Plateau

4.

Fig. 6.4-1

ACT, Local Area Stratigraphic Column

5.

Fig. 6.4-2

ACT West to East Cross-Section

6.

Fig. 7.1-1

ACT, Drill Hole Locations

7.

Fig. 7.1-2

ACT Core Hole Log

8.

Fig. 11.3

ACT, Top of the Plattin Limestone

9.

Fig. 13.2

ACT, Estimated Final Mine Limits

10.

Fig. 15.1

ACT, Operations Infrastructure

Page 4 of 40


List of Tables

1.

Table 1.1

ACT Holding Company, Inc. – Summary of Limestone Mineral Resources as of December 31, 2021, Based on $11.05 Crushed Limestone

2.

Table 1.2

ACT Holding Company, Inc. – Summary of Limestone Mineral Reserves as of December 31, 2021, Based on $11.05 Crushed Limestone

3.

Table 1.3

Operating Costs

4.

Table 2.3

Glossary of Terms and Abbreviations

5.

Table 2.4

Visits Made by QP to ACT

6.

Table 5.2

Historical Exploration and Development Drilling

7.

Table 6.4

ACT Property Stratigraphy

8.

Table 7.1-1

All ACT Drilling Projects

9.

Table 7.1-2

Summary of 2005 Exploration Drilling

10.

Table 7.1-3

Summary of 2006 Exploration Drilling

11.

Table 7.1-4

Summary of 2019 Development Drilling

12.

Table 7.1-5

Summary of All ACT Drilling

13.

Table 11.2.4

Resource Parameter Assumptions

14.

Table 11.3

Summary of the Drill Hole Database for the Model

15.

Table 11.4.1

ACT Holding Company, Inc. – Summary of Limestone Mineral Resources as of December 31, 2021, Based on $11.05 Crushed Limestone

16.

Table 12.4

ACT Holding Company, Inc. – Summary of Limestone Mineral Reserves as of December 31, 2021, Based on $11.05 Crushed Limestone

17.

Table 17.1

Mining and Environmental Permits

18.

Table 18.2

Operating Costs

19.

Table 19.3-1

Sensitivity Analysis: Varying Discount Rate

20.

Table 19.3-2

Sensitivity Analysis: Varying Contractor Open Pit Mining Costs

21.

Table 19.3-3

Sensitivity Analysis: Varying Contractor Overburden Mining Costs

22.

Table 19.3-4

Sensitivity Analysis: Varying Contractor Underground Mining Costs

23.

Table 19.3-5

Sensitivity Analysis: Limestone Selling Price Change

Page 5 of 40


1Executive Summary

The ACT Holdings, Inc. (“ACT”) mine is scheduled to begin production during 2022. The ACT mine will be mined by a contract miner using two methods: conventional open pit mining and room and pillar underground mining. It will produce high-grade limestone with calcium carbonate (“CaCO3”) quality above 96.0% from the Plattin formation that is delivered to the contract miner’s primary crusher. The crushed limestone will be transported to a rail spur on the mine property that is owned and operated by Arkansas Lime Company (“ALC”). ALC will transport the limestone by rail to the ALC plant where it will be processed into various products that are sold to a variety of customers. The ACT mine is located in Izard County, Arkansas on approximately 2,500 acres owned by ACT that contains known high-grade limestone reserves in a bed that typically ranges from 25 ft. to 30 ft. The mine was previously operated from approximately the 1950’s to the late 1970’s by former owners.

The ACT mine has procured, and will operate in compliance with, the required Authorization to Quarry (“ATQ”) and air and storm water permits that were issued the Arkansas Department of Environmental Quality (“ADEQ”). ACT will be required to refile the ATQ in 2023 and renew the air and storm water permits in 2022 and 2024, respectively.

The average annual production rate for the ACT mine is expected to be approximately 500,000 to 1,000,000 tons of limestone per year. The expected mine life at that rate of production is approximately 80 years.

Geologic and analytical data from local drilling have proven that the Plattin limestone has a consistent CaCO3 content above 96.0% and a small range of thickness (30 ft. to 25 ft.) across the entire ACT property. These analytical results from more than 70 drill holes are sufficient to establish reasonable certainty of geological presence and grade or quality continuity on the property. The geologic confidence is high and verified with the abundance of drilling results.

As noted in section 2.1, Keith Vickers of SYB Group (“SYB”), a consultant for United States Lime & Minerals, Inc. (“USLM”) for over 20 years served as the Qualified Person (“QP”) and prepared the estimates of limestone mineral resources and reserves for the ACT mine. Summaries of the ACT mine’s limestone mineral resources and reserves are shown below in Tables 1.1 and 1.2, respectively. Sections 11 and 12 set forth the definitions of mineral resources and reserves as well as the methods and assumptions used by the QP in determining the estimates and classifications of the ACT mine’s limestone mineral resources and reserves.

Table 1.1 ACT Holding Company, Inc. – Summary of Limestone Mineral Resources as of December 31, 2021,

Based On $11.05 Crushed Limestone 1, 2

Resource Category

    

In Place
(tons)

    

Cutoff Grade
(% X)

    

Processing Recovery
 (%)3

Measured Mineral Resources

115,802,000

Above 96.0 (CaCO3)

N/A

Indicated Mineral Resources

0

0

N/A

Total Measured and Indicated

115,802,000

Above 96.0 (CaCO3)

N/A

Notes:

1 Price Source from USGS Mineral Commodity Summaries 2021.

2 Shot limestone delivered to the primary crusher.

3 N/A: Not Applicable because estimated resources are in place.

Table 1.2 ACT Holding Company, Inc. – Summary of Limestone Mineral Reserves as of December 31, 2021,

Based On $11.05 Crushed Limestone 1, 2

Reserve Category

    

Extractable
(tons)

    

Cutoff Grade

(% X)

    

Mining Recovery
 (%)3

Probable Reserves

21,047,000

Above 96.0 (CaCO3)

95.0/75.0

Proven Reserves

68,500,000

Above 96.0 (CaCO3)

95.0/75.0

Total Probable and Proven

89,547,000

Above 96.0 (CaCO3)

95.0/75.0

Notes:

1 Price Source from USGS Mineral Commodity Summaries 2021.

2 Shot limestone delivered to the primary crusher.

3 Mining recovery is listed as open pit/UG recovery.

Page 6 of 40


The modeling and analysis of the ACT mine’s resources and reserves has been developed by ACT, ALC, and USLM personnel and reviewed by management of the companies, as well as the QP. The development of such resources and reserves estimates, including related assumptions, was a collaborative effort between the QP and personnel of the companies.

Since all mining and overburden removal is performed by a contractor there are no capital costs. Limestone mining costs for ACT were estimated using its contract with its contractor. Contract mining costs are $3.50 per ton of limestone ore and $2.17 per ton for overburden. Underground contract limestone mining costs are $6.50 per ton.

Table 1.3 Operating Costs

Operating Cost Estimate

    

Cost

Contractor Open Pit Mining Cost Per Ton

$3.50

Contractor Overburden Mining Cost Per Stripping Ton

$2.17

Contractor Underground Mining Cost Per Ton

$6.50

It is the QP’s overall conclusions that:

1.

The ACT mine limestone deposit has been proven by geologic and analytical data from local drilling to have quality and thickness that is very consistent. Because of the simple geology, the mining methods for the mine are straightforward and consist of conventional open pit mining and conventional room and pillar mining for the underground portion of the mine.

2.

The data detailed in this report that was used to estimate the resources was adequate for the resource interpretation and estimation.

3.

The mining operations will be performed by contract miners and there are no significant factors onsite that will impact the extraction of the ore body.

4.

Absent unforeseen changes in economic or other factors, including additional federal or state environmental regulations, the economic analysis and the amount of Proven and Probable Reserves indicate the operation reasonably has approximately 80 years of estimated mine life at current production levels.

2Introduction

2.1Issuer of Report

Mr. Keith Vickers of SYB Group, LLC (“SYB”), a consultant for USLM for over 20 years, prepared this Technical Report Summary (“TRS”) on ACT’s mining operations located in Izard County, Arkansas. Mr. Vickers is a Qualified Person (“QP”). USLM is a publicly-traded company on the NASDAQ Stock Exchange under the ticker symbol USLM and ACT is a wholly-owned subsidiary of USLM.

2.2Terms of Reference and Purpose

The purpose of this TRS is to support the disclosure of mineral resource and reserve estimates for ACT’s mining operations located in Izard County, Arkansas as of December 31, 2021. This TRS is to fulfill 17 Code of Federal Regulations (“CFR”) § 229, “Standard Instructions for Filing Forms Under Securities Act of 1933, Securities Exchange Act of 1934 and Energy Policy and Conservation Act of 1975 – Regulation S-K,” subsection 1300, “Disclosure by Registrants Engaged in Mining Operations.” The mineral resource and reserve estimates presented herein are classified according to 17 CFR § 229.1300 Definitions.

The QP prepared this TRS with information from various sources with detailed data about the historical and current mining operations, including individuals who are experts in an appropriate technical field. ACT has not previously filed a TRS.

The quality of information, conclusions, and estimates contained herein are based on: i) information available at the time of preparation; and ii) the assumptions, conditions, and qualifications outlined in this TRS.

Unless stated otherwise, all volumes and grades are in U.S. customary units and currencies are expressed in 2021 U.S. dollars. Distances are described in U.S. standard units.

2.3Sources of Information

This TRS is based upon engineering data, financial and technical information developed and maintained by ACT or USLM personnel, work undertaken by third-party contractors and consultants on behalf of the mine, public data sourced from the United

Page 7 of 40


States Geological Survey, Arkansas Geological Survey, internal ACT technical reports, previous technical studies, maps, ACT letters and memoranda, and public information as cited throughout this TRS and listed in Section 24. Table 2.3 is list of the terms used in this TRS.

This TRS was prepared by Keith V. Vickers, BSGeol, MSGeol, TXPG #3938, CPetG #6152. Detailed discussions with the following were held during the preparation of the TRS:

Mr. Timothy W. Byrne, President, CEO USLM, Dallas, Texas

Mr. Michael L. Wiedemer, Vice President, CFO USLM, Dallas, Texas

Mr. Russell R. Riggs, Vice President, Production, USLM, Dallas, Texas

Mr. M. Michael Owens, Corporate Treasurer, USLM, Dallas, Texas

Mr. Jason Nutzman, Director of Legal and Compliance, USLM, Dallas, Texas

Mr. Wendell Smith, Director Environmental, USLM, Dallas, Texas

Mr. Nate O'Neill, Vice President and Plant Manager, ACT Holdings, Inc./ALC, Batesville, Arkansas

Mr. Tim Zuroweste, Mining and Projects Manager, ALC, Batesville, Arkansas

Mr. David Cox, Safety and Quality Control Manager, ALC, Batesville, Arkansas

Mr. Peter McKenzie, Mine Manager, TLC, Cleburne, Texas

Mr. Keith Vickers, SYB Group, USLM Consulting Geologist, Crowley, Texas

Page 8 of 40


Table 2.3 Glossary of Terms and Abbreviations

Term

    

Definition

AAPG

American Association of Professional Geologists

AASHTO

American Association of State Highway and Transportation Officials

ACT

ACT Holdings Company, Inc.

ADEQ

Arkansas Department of Environmental Quality

AGS

Arkansas Geological Survey

ALC

Arkansas Lime Company

ASTM

American Society for Testing and Materials

CaCO3

Calcium Carbonate

CEO

Chief Executive Officer

CFO

Chief Financial Officer

CFR

Code of Federal Regulations

DTM

Digital Terrain Model

E

East

F.

Fahrenheit

Fig.

Figure

ft.

Feet

GLONASS

Global Navigation Satellite System

GPS

Global Positioning System

LIBOR

London Inter-Bank Offered Rate

LIDAR

Light Detection and Ranging

LST

Limestone

N

North

NAD

North American Datum

NPV

Net Present Value

P.E.

Professional Engineer

PG

Professional Geologist

QP

Qualified Person

QC/QA

Quality Control/Quality Assurance

S

South

SST

Sandstone

TRS

Technical Report Summary

TLC

Texas Lime Company

UG

Underground

U.S.

United States

USGS

United States Geological Survey

USLM

United States Lime and Minerals, Inc.

WAAS

Wide Area Augmentation System

W

West

XRF

X-Ray Fluorescence

2.4Personal Inspection

The QP, who has been a consulting geologist for USLM for over 20 years, is familiar with ACT’s mine geology and operations. In addition, the QP conducted onsite visits to review data, confirm protocols, and gather specific information required for the TRS not previously available to him.

On October 3, 2021, the QP met in the ACT office to review the drill hole and surface sample database and discuss what data were available and needed for the TRS. The QP inspected the mine and discussed the core storage methods. Core logging and sampling procedures were verified. The QP discussed quality control and quality assurance with the ALC QC/QA lab manager. A review of the core sawing methods and sample preparation for analytical tests occurred also.

The QP was updated on current mine status and reviewed a report checklist with ACT management and personnel. Topics covered in the update were the resource areas, grade controls, and production hole sampling and surveying procedures. The QP also inspected several locations in the mine area. The existing geologic model and mine design were reviewed. The QP met with the QC/QA lab manager to obtain lab and XRF standard certifications and instrument service/care contracts. Table 2.4 is a partial list of dates the QP has visited the mine.

Page 9 of 40


Table 2.4 Visits Made by QP to ACT

Date

    

Reason

2005

Supervised Exploration Drilling

2006

Supervised Exploration Drilling

2015

Geologic Mapping for Permitting

2017

Assisted in Mine Planning for Permitting

2019

Supervised and Served as Hole Site Geologist for Development Drilling

3Property Description

3.1Property Description and Location

ACT’s operations (35053’27.13”N, -91052’30.96”W, Fig. 3.1 GoogleEarth 2021) are located in Izard County, Arkansas, 5 miles east of Guion, Arkansas and 15 miles from Batesville, Arkansas.

Graphic

3.2Mineral Rights

The ACT Company owns approximately 2,500 acres in fee with all surface and subsurface mineral rights. Information furnished by ACT. (AcreValue website, 2021) (USLM Internal Report, 2005).

3.3Significant Encumbrances or Risks to Performing Work on the Property

There are no significant issues or risks to work on the properties outside of those generally related to mining operations.

3.4Lease Agreements and Royalties

ACT does not receive any royalties as it is not the lessor for any mineral rights on its properties.

Page 10 of 40


4Accessibility, Climate, Local Resources, Infrastructure, and Physiography

4.1Topography, Vegetation, and Physiography

The ACT area is located in the Ozark Plateaus physiographic province which is part of the Interior Highlands Physiographic region. Fig. 6.1-1 shows the regions and provinces with the ACT approximate location.

This province’s topography is comprised of narrow valleys with steep sided ridges. These valleys generally connect to major river drainages. The elevations range from 750 ft. to 290 ft. The valleys are covered with thick alluvial sediments and the ridges have moderate soil cover on top but little to no soil on the sides.

The tree types consist predominately of upland forest consisting of oak and hickory trees (Foti, 1979). The limited area of the flat valley floor is agricultural land or small real estate tracts.

4.2Accessibility and Local Resources

Primary access to the operation is by County Road 2 to County Road 5 then to Collietown Road into the town of Cushman, Arkansas. From Cushman, State Highway 69 runs through the city of Batesville, Arkansas. The nearest community, Guion, Arkansas, does not have an airport. Batesville is served by a regional airport and commercial airline travel is through Little Rock, Arkansas (95 miles). County roads are gravel and paved.

4.3Climate and Operating Season

The average rainfall for Izard County, Arkansas, is 48 inches of rain per year. The County averages six inches of snow per year. On average, there are 220 sunny days per year in Izard County. The County averages 98 days of precipitation per year. Precipitation is rain, snow, sleet, or hail that falls to the ground. Average temperature ranges from a high in July of 90 degrees F. to a low of 25 degrees F. in January. There are infrequent winter storms that may make operations pause for a short period but nothing long-term. The above conditions make year-round mine operation possible with little weather-related lost time (www.bestplaces.net/climate, 2021).

4.4Infrastructure

4.4.1Water

There are no issues with the water supply. Mine is located next to the White River.

4.4.2Energy Supply

ACT’s mining operations are conducted by a contract miner who is responsible for their own fuel. Electricity is available at the property.

4.4.3Personnel

The contractor mining ACT is responsible for providing their personnel.

4.4.4Supplies

All supplies needed are furnished by the contactor as stipulated in the mining contract.

5History

5.1Prior Company Ownership

ACT purchased two adjoining properties formerly known as the ALCOA property and Reynolds property in 2005, which together consisted of approximately 2,500 acres in Izard County, Arkansas. Both properties produced high quality limestone for about 30 years before ceasing operations in the 1980’s. Information was provided by USLM.

Page 11 of 40


5.2Exploration and Development History

Table 5.2 Historical Exploration and Development Drilling

Year

Company

Purpose

Summary
of Work

Comment

2005

ACT/Longyear Drilling

Exploration

5 Hole Project

Confirm Platting Present and Quality

2006

ACT/Longyear Drilling

Exploration

48 Hole Project

Confirm Extent Across Property

2019

ACT/3D Drilling

Development

Drilling in Old Surface Mines 24 Hole Project

Quality and Mining Thickness Plattin

Note:

A detailed discussion of all drilling and results is in Section 7.1.

6Geologic Setting, Mineralization, and Deposit

6.1Regional Geology

The state of Arkansas is divided into five geologic provinces (Fig. 6.1-1). These provinces were designated according to unique geology and topography. ACT is located in the Ozark Plateaus province. The target ore formation at the ACT mine is the Plattin limestone of the Middle Ordovician age. Described below is the regional geologic history with emphasis on this age and formation. Please refer to Fig. 6.1-2 for the stratigraphic period and formation order. The Ozark Plateaus province began to form in the early Ordovician when the first uplift of the region occurred. These uplift events occurred throughout geologic time until the Tertiary age. This last event and significant erosion left the current structural feature seen today. Between the Cambrian age and the present day there were repetitive erosional events. There were a total of 17 events caused by either uplift with erosion or erosion because of receding seas. These are depositional hiatuses or erosional unconformities. They are important because they produce a high degree of variability in thickness. The Lower Ordovician age is characterized by deposition of dolomites until the Middle Ordovician age with the deposition of the Joachim formation. From the Plattin formation until the Chattanooga shale at the end of the Devonian age, limestone deposition was the dominate rock type. The rock types of this period represent deposition in a shallow marine environment which existed for a long period of time until deep water marine environment conditions produced shale deposition (McFarland, 1998.)

Structurally, the region is one of flat lying strata (low dip angle) and faulting is generally the normal type with the downthrown part on the south side. There are gentle folds present and they are very low amplitude (height). Fig. 6.1-2 is the geologic map of the eastern part of the Ozark Plateaus province.

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Graphic

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Graphic

6.2Local and ACT Property Geology

The local and ACT mine site geology are microcosms of the regional geologic events. The age range for the formations outcropping in the ACT area is Middle Ordovician to Mississippian age. Fig. 6.4-1 is a stratigraphic column with complete descriptions of the formations present in the ACT area. At the ACT mine site drilling revealed a transitional interval between the Kimmswick formation above and the Upper Plattin formation below. The interval consists of a very fine crystalline limestone and dolomitic limestone with very fine quartz sand. This interval’s thickness is highly variable with a range from 0 ft. to 35 ft. Drilling and surface mapping have not found any faults in the area but mapping in other nearby areas has encountered normal faults with displacements of 20 ft. or less. Similar to the regional structural fabric there are a few gentle low angle folds.

There are erosional surfaces present at every formational contact which has produced variation in formation thicknesses. These are hiatuses in the depositional record called unconformities. This partial rock record poses some challenges in mapping and correlation because these events varied in length and magnitude. Table 6.4 contains typical ranges for formation thicknesses in the local area.

Karsting or limestone dissolution by meteoric water occurs all over northern Arkansas as the result of the large amount of rainfall the region receives. Typically, the more porous the rock the greater the dissolution effect. Formations like the Fernvale or Kimmswick (coarse crystalline) are more affected than less porous formations such as the Upper Plattin formation (very fine crystalline).

6.3Mineralization

Unlike other industrial minerals or metal deposits, high calcium limestones are the product of unique depositional environments only, not by subsurface alteration or enhancement. The CaCO3 content is the product of reef organisms that build their exoskeletons out of CaCO3 derived from the marine environment. The reef area has very limited or no exposure to sources of non-carbonate materials such as clay, silica, iron, that reduce the CaCO3 content. No subsurface mineralization has occurred to create or enhance the CaCO3 content in this deposit.

6.4Stratigraphy and Mineralogy

Fig. 6.4-1 is stratigraphic column with detailed descriptions covering the local area around the ACT mine site. Fig. 6.4-2 is a cross-section through the center of the property. The section displays the variable nature if the interburden interval between the Kimmswick formation and the Upper Plattin formation. Table 6.4 is a listing of the mine site stratigraphy and the range of formation thicknesses that occur locally. (Rains and Hutto, 2012)

The Upper Plattin formation is a very fine crystalline limestone that is composed of almost pure CaCO3 mud. This type of lithology is deposited in clear water in a shallow sheltered bay or lagoon which has limited source to open water mostly at high tide.

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Graphic

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Graphic

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Table 6.4 ACT Property Stratigraphy

Stratigraphic
Unit

    

Thickness Approximate
Range

    

Primary Lithology

Alluvium

Variable

Recent Soils and Gravels (Chert)

Boone Formation

0 ft. to 200 ft.*

Cherty, Coarse to Fine Crystalline LST

St Joe Formation

0 ft. to 100 ft.*

Coarse Crystalline, Bioclastic LST

Sylamore Formation

0 ft. to 20 ft.*

Well Rounded, Medium Grained, SST

Lafferty Formation

5 ft. to 20 ft.*

Very Fine to Fine Crystalline, Clayey, LST

St Clair Formation

0 ft. to 100 ft.*

Very Coarse Crystalline, Fossiliferous LST

Cason Formation

0 ft. to 10 ft.*

Sandy, Calcareous, Shale Containing SST in areas

Fernvale Formation

60 ft. to 120 ft.*

Coarse Crystalline, Fossiliferous, LST

Kimmswick Formation

12 ft. to 55 ft.*

Coarse to Fine Crystalline, Surgery Texture, LST

Plattin Top Marker Bed

0 ft. to 35 ft.

Very Fine Crystalline, “Lime Green” Dolomitic LST

Plattin Formation

105 ft. to 240 ft.*

Upper Very Fine Crystalline, Clear Calcite Grains, LST

Joachim Formation

20 ft. to 150 ft.*

Very Fine Granular, Calcite Grains and Veins, Dolomite

St Peter Formation

120 ft. to 200 ft.*

Well Sorted and Rounded Grains, White, Friable, SST

Everton Formation

0 ft. to 600 ft.*

Thin Bedded, Interbedded SST and Dolomite

Note:

*Multiple Sources AGS.

7Exploration

The ACT sample consists of 76 core holes. Previous owners conducted drilling programs and mined the Fernvale formation and Kimmswick formation (open pit and underground mine). Their drilling information was not available.

7.1Drilling Programs

A summary of all drilling projects in the on ACT property is in Table 7.1-1. These projects include exploration and development drilling by diamond rotary bit method. Fig. 7.1-1 is a location map of all core holes utilized in the geologic model with the resource area outlined. A list of the holes in the model database containing the hole name and XY coordinates can be found in Appendix A.

These drilling projects followed USLM protocols for drilling and analysis of the cores. The procedures for the projects were:

·

Contract geologists selected core drilling locations with the approval of sites and drilling budget by USLM management.

Graphic

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·

Core drilling was conducted directly under the supervision of contract geologists. All core was logged by SYB or an approved USLM contract geologist using a protocol modified from the Shell Sample Examination Manual (Swanson, 1981) that was modified by SYB and approved by USLM.

·

After final selection, hole locations were surveyed by hand GPS (WAAS and GLONASS capable).

·

Immediately upon retrieval, the core was placed on a V-shaped trough. All core pieces were fitted together and labeled with a permanent marker in one-ft. intervals.

·

Characteristics related to the suitability of the limestone for the ALC plant processing and geology were recorded. These items are stratigraphy, key marker lenses/layers, lithology characteristics, visual identification of ore top and bottom, and structural disturbance.

·

The core from each drill hole was placed into cardboard boxes in two ft. intervals totaling 10 ft. at the drill site. The boxes were labeled with a box number, company information, hole number, core runs, and depths marked on each box. The boxes were then delivered to the ALC core processing area. Then they were prepped for transport to the ALC core storage center.

·

The contract geologists were responsible for examining the core and compiling a detailed interval list for XRF analysis. This list was later entered into Excel to build an analysis database. The analysis intervals were chosen on two ft. lengths and intervals of six ft. to ten ft. above and below the lithologically identified ore zone were chosen. This excess was so the top and bottom of the ore could be chemically defined.

·

Once the cores were at the ALC core storage area, the core intervals were diamond sawed into two-thirds to one-third splits. The interval’s one-third split was then bagged in a plastic bag and labeled with the depth interval to be analyzed. The two-thirds split was placed back in the box for reference.

·

The bagged intervals are kept in plastic labeled buckets or boxes in separate groups by the hole and then submitted to the ALC QC/QA lab for XRF analysis. Any portions of samples not destroyed during the testing process are still stored at the ALC core storage facility.

The ALC QC/QA lab performed the XRF analysis on these cores using the USLM lab protocols (discussed in Section 8).

Table 7.1-1 All ACT Drilling Projects

Year

Company

Purpose

Summary
of Work

Comment

2005

ACT/Longyear Drilling

Exploration

5 Hole Project

Confirm Platting Present and Quality

2006

ACT/Longyear Drilling

Exploration

48 Hole Project

Confirm Extent Across Property

2019

ACT/3D Drilling

Development

Drilling in Old Surface Mines 24 Hole Project

Quality and Mining Thickness Plattin

ACT purchased the properties located at Izard County, Arkansas in 2005 and as part of the due diligence five exploratory core holes were drilled across the properties. These holes were wide spaced and drilled to a depth below the Upper Plattin formation limestone target to preliminarily evaluate the area’s stratigraphy and the Upper Plattin formation’s quality. The exploration data indicated that the formation was present across the property with the quality and continuity needed to justify more development drilling. The results from this project are in Table 7.1-2 below.

Table 7.1-2 Summary of 2005 Exploration Drilling

Number of Holes

    

Average LST
Thickness (Ft.)

    

Average CaCO3
Percentage (%)

5

29

97.1

Note:

From 2005 SYB Group Drilling Report.

Based on the previous project, a 48-core hole exploration project was undertaken to prove with reasonable certainty the continuity and quality of the Upper Plattin formation was present across the property. During drilling, at some locations, karsting was

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encountered in the limestone formations above and a few in the Upper Plattin formation. This issue at times presented a risk of losing the drill string so that location was abandoned and drilling was done at an alternate location. The results of the project are listed below.

Table 7.1-3 Summary of 2006 Exploration Drilling

Number of Holes

    

Average LST
Thickness (Ft.)

    

Average CaCO3
Percentage (%)

48

31

97.1

Note:

From 2006 SYB Group Drilling Report.

The average CaCO3 percentage results in 2006 were consistent with the drilling results from the 2005 drilling project. Both projects data confirm a nearly flat-lying formation with a low dip range from two to five degrees to the southwest.

In 2019, a development project was approved for drilling around the two open pit mines. The goal was to provide detailed information for mine planning. The project followed the protocols utilized in the previous two drilling projects. The results from this project are provided in Table 7.1-4 below.

Table 7.1-4 Summary of 2019 Development Drilling

Number of Holes

    

Average LST
Thickness (Ft.)

    

Average CaCO3
Percentage (%)

24

38

97.5

Note:

From 2019 SYB Group Drilling Report.

The drilling results prove the Upper Plattin formation ore interval has a reasonable continuous thickness across the entire property. The CaCO3 quality surpasses the minimum needed by the ALC plant for production. The zone has a mineable average thickness across the property both for open pit mining and for UG mining. Table 7.1-5 lists average thickness and CaCO3 percentage of all the holes.

Table 7.1-5 Summary of All ACT Drilling

Number of Holes

    

Average LST
Thickness (Ft.)

    

Average CaCO3
Percentage (%)

77

32

97.2

Fig. 7.1-2 is an example of the core logs produced from core description log and chemical analysis. These composite logs are used for correlation, determining ore intercepts, and a visual record of the core data.

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Graphic

7.2Surface Mapping and Sampling

The AGS had measured several stratigraphic sections (Halbrook, 1950) locally and on ACT property in the past. The QP has examined a representative number of the sections in the field.

7.3Hydrogeology Information

No hydrogeological studies have been conducted at the ACT property and the State of Arkansas does not require ACT to do so.

7.4Geotechnical Information

The State of Arkansas does not require geotechnical studies be performed.

8Sample Preparation, Analyses, and Security

8.1Sample Preparation and XRF Analysis

The ALC plant produces many products which are under strict quality parameters for chemical and physical quality. The ALC QC/QA lab was established many years ago and has been upgraded as required to meet the increasing demands of the customer base. In addition, customer quality control labs test ALC product shipments frequently.

XRF is one of the primary methods for determining the chemical content of limestone. The ALC QC/QA lab has been responsible for conducting XRF analysis on plant products and all rock samples from stockpiles, belt feed samples, drilling, and hand

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samples collected for outcrop conformation. The five significant oxides are analyzed. CaO is most important because of the plant’s raw limestone requirement above 96.0% CaCO3.

XRF sample preparation, whether core or cuttings, is crushed the entire sample to -10 mesh. The sample is separated and reduced by a ruffle to 250 grams then drying and pulverizing a representative split to -150 mesh. The samples are analyzed for oxides CaO, MgO, Fe2O3, Al2O3, and SiO2, following USLM’s XRF analytical method for limestone analysis. The technique involves pressing the powder into a pellet using a wax binder to hold the shape. The sample trays are loaded into the instrument with samples, a copper standard, and a certified control standard. The analytical procedure and protocol information was provided by ALC QC/QA personnel.

8.2Quality Control/Quality Assurance

The unknown samples are analyzed twice in a run to provide data to confirm repeatability. All sample preparation equipment is cleaned after preparing each sample and before the subsequent preparation. The instrument is cleaned and calibrated each year by the manufacturer and is under a service contract. Whenever the device becomes dirty and registers out of calibration or out of specification for the standards, the manufacturer comes out to clean, recalibrate, and repair if necessary. The oxide results of each sample are totaled to determine if the data is within an acceptable error range around 100%. The sample analysis is rerun if the total oxide percentage exceeds the acceptable error limits. Sample preparation and a newly prepped sample correct the problem in many cases. The lab has a set of certified limestone standards to cover the content range of the major oxides that can occur in limestones. The appropriate standard is run concurrently with the unknown samples. The standard results are compared from run to run to ensure the instrument operates correctly.

USLM has a total of four QC/QA labs among its wholly-owned subsidiaries. These labs can perform many of the same analyses, specifically XRF. At any time one lab goes down or needs verification of XRF results, samples can be sent to another lab for continuing analysis of the sample or cross verification.

The ALC QC/QA lab is certified by

·

The Food and Drug Administration; and

·

Underwriters Laboratory.

The lab follows procedures and protocols set forth by:

·

ASTM Methods: C-25, 50. 51, 110, 977;

·

AASHTO Methods: M216-05, 219; and

·

USLM protocols for testing whole-rock samples.

The lab utilizes certified limestone samples to verify the accuracy and calibration of its instrumentation. These are:

·

Euronorm MRC 701-1;

·

China National Analysis Center;

-NC DC 60107a;
-NCS DC 14147a;
-NCS DC 70307; and
-NCS DC 70304.

The security for limestone geological samples is not required as compared to the procedures needed for precious metals (gold, silver, etc.). Core or other samples are, immediately after drilling, taken to the core storage area by the contract geologist, member of the drill crew, or the collector of limestone samples. They are logged in and then processed by ALC QC/QA lab personnel. The change of possession is limited to two or three people that can be identified and held accountable for the locations of the samples before delivery to the lab. This information was provided by ALC QC/QA lab personnel.

8.3Opinion of the Qualified Person on Adequacy of Sample Preparation

The QP examined the adherence to preparation and analytical procedure protocols by the ALC QC/QA lab personnel. The analysis of geologic samples is conducted with attention to detail given as the ALC QC/QA testing for the products produced by the plant. The opinion is that the analytical program and lab provide reasonably accurate data for determining resource estimates.

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9Data Verification

9.1Source Material

The QP worked with ALC personnel to obtain databases and raw data. There was an ongoing interface with ALC personnel while reviewing and verifying the data needed to model the deposit. For this TRS, the hard copy data was compared with the digital database for correctness and thoroughness. The data from the drilling programs were validated as reasonably as possible by comparing lithology and depths from each hole. Hole ore intercepts were cross-checked with the USGS LiDAR survey and GPS data to verify and confirm hole collar data. The logging of the core followed drill-site protocol and all data was collected and written on a formatted log sheet.

The QP met with the QC/QA lab manager to validate that the QC/QA protocol was followed for the geologic samples and the instrument’s status records. The sources for this data are the ALC QC/QA lab and contract geologists.

The topography used in the model was obtained from the most recent LIDAR scans, either federal government or private LIDAR data sources. The scans were reviewed for recent disturbance to make sure that was not an issue.

9.2Opinion of the Qualified Person on Data Adequacy

After contacting ACT personnel and subcontractors and reviewing the material for verification, the QP is satisfied the drill hole database and chemical analysis data are reasonably valid. The QP’s opinion is the data has been analyzed and collected appropriately, reasonably, and the data was adequate for the resource interpretation and estimation.

10Mineral Processing and Metallurgical Testing

The limestone mined at ACT is sedimentary without alteration due to metamorphic or igneous geologic processes. The uniqueness and suitability of the raw limestone for making the ALC plant’s products are based on the percent of CaCO3 content in the limestone. There is no metal content in the ore and no need to perform metallurgical testing. The mine does not operate crushing and screening processes so testing is not needed.

11Mineral Resource Estimates

11.1Definitions

A mineral resource is an estimate of mineralization by considering relevant factors such as cutoff grade, likely mining dimensions, location, or continuity that, with the assumed and justifiable technical and economic conditions, is likely to, in whole or in part become economically extractable. Mineral resources are categorized based on the level of confidence in the geologic evidence. According to 17 CFR § 229.1301 (2021), the following definitions of mineral resource categories are included for reference:

An inferred mineral resource is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of limited geological evidence and sampling. An inferred mineral resource has the lowest level of geological confidence of all mineral resources, which prevents the application of the modifying factors in a manner useful for the evaluation of economic viability. An inferred mineral resource, therefore, may not be converted to a mineral reserve.

An indicated mineral resource is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of adequate geological evidence and sampling. An indicated mineral resource has a lower level of confidence than the level of confidence of a measured mineral resource and may only be converted to a probable mineral reserve. As used in this subpart, the term adequate geological evidence means evidence that is sufficient to establish geological and grade or quality continuity with reasonable certainty.

A measured mineral resource is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of conclusive geological evidence and sampling. As used in this subpart, the term conclusive geological evidence means evidence that is sufficient to test and confirm geological and grade or quality continuity.

11.2Key Assumptions, Parameters, and Methods

11.2.1Resource Classification Criteria

Geologic and analytical data from local drilling have proven that the Upper Plattin formation limestone has a consistently high percentage of CaCO3 content (above 96.0%) and a small range of thickness (30 ft. to 25 ft.) across the entire ACT property. These analytical results from more than 70 drill holes are sufficient to establish reasonable certainty of geological presence and grade

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or quality continuity on the property. The geologic confidence is high because of the abundance of verified drilling results. Classifying these resources in the measured category is appropriate.

11.2.2Market Price

A reasonable market survey for industrial mineral prices is conducted by the USGS each year. The publication is titled “USGS Mineral Commodity Summaries 2021.” Their database is comprised of sources from the entire U.S. The study considers such material issues as regional price differences, weather effects, production issues, and decreased demand from downstream users. For 2020, USGS reported an average value price per metric ton of $12.19, which converts to $11.05 per short ton for crushed limestone.

11.2.3Fixed Cutoff Grade

The limestone from the ACT mine is supplied to the mining contractor’s primary crusher and is transported to the ALC plant to process and to sell to end-user markets. The ALC plant must be provided with a limestone source that consistently exceeds an average CaCO3 threshold for customer needs. No matter the product, the raw limestone must exceed a minimum average content above 96.0% CaCO3. The percentage of CaCO3 can be higher but not lower to meet the quality requirement of the plant. Mining the limestone at a significantly higher average CaCO3 percentage results in the deposit being high-graded which shortens the mine’s life. Lowering the grade is unacceptable for the plant.

A primary XRF analysis quality control check is to total all the oxides to determine how close the total is to 100%. CaO is the primary oxide of the sample analyzed and the remainder is comprised of MgO, Fe2O3, Al2O3, and SiO2 (refer to section 8).

Since the mine operates on a fixed cutoff grade, there are no specific economic criteria for changing the cutoff grade. Any cost factors that increase the mining cost of limestone at this fixed grade would be offset by appropriate downstream price increases in the ALC plant’s products.

11.2.4Summary of Parameters

Modifying factors are the fixed cutoff grade, the final pit shell area, and property line offset. Key assumptions and parameters applied to estimate mineral resources are in Table 11.2.4.

Table 11.2.4 Resource Parameter Assumptions

Modifying Factor

    

Parameter

Fixed Grade Cutoff

Above 96.0% CaCO3

Estimated Final Pit Shell

Pit Shell Outline

Property Offset

100 ft.

Karsting

100 ft. Set Back from Top of Plattin Outcrop

Slope of High Wall

70 Degrees

Mineability

Reasonably Expected to be Feasible to Mine

11.3Resource Model

The resource model database consists of all drill holes listed in Appendix A. The QP confirmed and verified the database contained appropriate data for the TRS resource estimates. Table 11.3 lists the number holes in the database and the data type. A final review was conducted to ensure no data entry errors existed.

The most current USGS LIDAR topography was downloaded (USGS Mapview, 2021). The topography was edited using Global MapperTM software to select only the local area around the ACT property. The coordinate system for the maps in this report is State Plane NAD 83 feet.

The ore body consists of a single limestone bed defined by top and bottom surfaces. The top and the bottom ore intercepts were created from total hole composites. The average CaCO3 percentage is composited at 96.0% or higher in each hole. If any hole’s composite were significantly below 96.0%, that area would be excluded from the resource estimate. This situation did not occur. Next, the hole ore intercepts were utilized to produce top and bottom three-dimensional structural surfaces or contour maps based on the fixed cutoff grade composites.

The method chosen to model the deposit structure was gridding using SURFERTM software and Kriging was selected from twelve other algorithms. The selection process involved four steps:

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·

Rough hand contour data for trend and structure estimate;

·

Run gridding script with basic inputs to compare gridding methods and produce a rough structure map;

·

Select grid method(s) then refine with specific inputs; and

·

Run a residual test to see which grid method closely matches the hole intercepts data value.

These two surfaces were then truncated against the new topography to account for erosional effects. This truncation is done because the ore bed position is not below the floor of the valleys. There are several ft. of non-ore below the bottom of the ore interval. Fig. 11.3 is a map of the top ore structure with the resource area outlined.

Diagram

Description automatically generated

Next, ore, overburden thickness, and overburden stripping ratio maps were constructed. These maps were compared to a block model created in Surpac TM using the two ore structure surfaces. These surfaces were used to determine, to validate and confirm the conformity of the block model. The block model was then utilized to determine mine limits for resource and reserve estimates. The methods employed using Surpac are discussed below.

The resources were estimated using Geovia SurpacTM software. Contours of the top and bottom of the ore were imported into Surpac in AutoCAD format exported from SURFER. Surpac DTM surfaces were created using these contours. The USGS National Map service LIDAR database was imported into Surpac. Block models were developed for the entire resource area. The block dimensions were 20 ft. northing by 20 ft. easting and 2 ft. thick. The blocks were coded above or below the topography, above the ore bottom surface, and below the top ore surface to ensure that only blocks containing ore were included in the resource estimate. Blocks were also coded as being inside of a karsted and weathered zone to prevent these volumes from being included in the resource. Open pit and UG mining are appropriate for different parts of the resource area. The resource estimate employed both designs where necessary. Mine pits were designed using a 70 degree slope angle. The crests of the pits were offset 100 ft. from any external property boundaries.

Table 11.3 Summary of the Drill Hole Database for the Model

Data Type

    

Number of Records

Total Holes

76

Lithology

76

Chemical Analyses

76

Hole Composites

76

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11.4Mineral Resources

11.4.1Estimate of Mineral Resources

The estimate of measured and indicated in-place limestone resources for ACT effective December 31, 2021, were estimated from applying the resource parameters to the geologic model and are set forth in Table 11.4. There are no indicated nor inferred mineral resources.

Table 11.4.1 ACT Holding Company, Inc. – Summary of Limestone Mineral Resources as of December 31, 2021,

Based On $11.05 Crushed Limestone 1, 2

Resource Category

    

In Place
(tons)

    

Cutoff Grade
(% X)

    

Processing Recovery
 (%)3

Measured Mineral Resources

115,802,000

Above 96.0 (CaCO3)

N/A

Indicated Mineral Resources

0

0

N/A

Total Measured and Indicated

115,802,000

Above 96.0 (CaCO3)

N/A

Notes:

1 Price Source from USGS Mineral Commodity Summaries 2021.

2 Shot limestone delivered to the primary crusher.

3 N/A: Not Applicable because estimated resources are in place.

11.4.2Geologic Confidence and Uncertainty

Any geologic uncertainty associated with the limestone deposits is tied to the variability of the quality, continuity, and thickness of the bed or interval. Drilling was conducted on separate ridges which were thousands of ft. apart and encountered limestone with the aforementioned properties being very similar. The conclusion can be made that, over a large area, drilling results have shown the Upper Plattin formation to have, with reasonable certainty, consistent, quality and thickness of limestone. Based on the drilling results, there is high confidence in the definition of the ore zone limits and the quality is constantly above the CaCO3 cutoff.

11.5Opinion of the Qualified Person

There are no factors onsite that will impact the extraction of this ore body. After reviewing the resource model and supporting data, the QP is confident the Upper Plattin formation outcrops over the entire ACT property with consistent quality and a minable section. It appears ACT will economically extract stone through different mining methods above the quality cutoff for the foreseeable future.

The QP’s opinion is that the following technical and economic factors could influence the economic extraction of the resource but the ALC plant insulates most of them from the mine. If lime production becomes economically unfeasible, the plant would no longer require limestone from the mine for the production of lime.

·

Regional supply and demand – Due to the shipping cost of lime, sales are limited to a regional footprint at the plant. The plant is insulated from global import and export market changes, as sales are domestic and regional.

·

Fuel cost – Mining equipment are major diesel consumers at the ACT mine. As diesel prices rise, the price per ton of production also rises and will need to be offset by increases in the plant’s product prices.

·

Skilled labor – This site is located near communities with an available labor source.

·

Environmental Matters:

Federal or State regulations/legislation regarding greenhouse gas emission
Air and water quality standards

12Mineral Reserve Estimates

Mineral resources were converted to reserves using a 75% recovery factor for underground mining and a 95% recovery factor for open pit mining. The property boundary offsets, karsted and weathered areas, and pit slopes were included in the resource estimate. For underground mining 17% of the ore is lost to pillars and 8% is lost to the roof, the floor, spillage, and dust. For open pit mining 5% of the ore is not recovered due to ore being left in the pit floor or walls, dust and spillage. Dilution volume is minimal and was not estimated.

As discussed in Section 13.2, the average waste to ore ratio for the reserves is two tons of stripping per ton of limestone for open pit mining. The ore body outcrops on ridges which makes the stripping ratio and ore to waste ratio increase as mining progresses into the ridges. The open pit mining generally targeted a stripping ratio of less than 2:1. When combined with the back slope of the pits, the recovery factor, and the karsted and weathered limestone where the ore body outcrops the open pit mining waste to ore ratio

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averaged 2:1. Underground mining becomes increasingly more economic towards the interior of the ridge despite the lower ore recovery and higher costs.

12.1Definitions

Mineral reserve is an estimate of tonnage and grade or quality of indicated and measured mineral resources that, in the opinion of the qualified person, can be the basis of an economically viable project. More specifically, it is the economically mineable part of a measured or indicated mineral resource, which includes diluting materials and allowances for losses that may occur when the material is mined or extracted (Dorsey, 2019).

Probable mineral reserve is the economically mineable part of an indicated and, in some cases, a measured mineral resource.  For a probable mineral reserve, the qualified person’s confidence in the results obtained from the application of the modifying factors and in the estimates of tonnage and grade or quality is lower than what is sufficient for a classification as a proven mineral reserve, but is still sufficient to demonstrate that, at the time of reporting, extraction of the mineral reserve is economically viable under reasonable investment and market assumptions (Dorsey, 2019).

Proven mineral reserve is the economically mineable part of a measured mineral resource.  For a proven mineral reserve, the qualified person has a high degree of confidence in the results obtained from the application of the modifying factors and in the estimates of tonnage and grade or quality. Proven mineral reserve is the economically mineable part of a measured mineral resource and can only result from conversion of a measured mineral resource (Dorsey, 2019).

12.2Price

A reasonable market survey for industrial mineral prices is conducted by the USGS each year. The publication is titled “USGS Mineral Commodity Summaries 2021.” The database comprises sources from the entire U.S. and considers such material issues as regional price difference, weather effects, production issues, and decreased demand from downstream users. As stated in Section 11.2.2, USGS reports average value crushed limestone price of $12.19 per metric ton, which converts to $11.05 per short ton.

12.3Costs

Limestone mining costs for ACT were estimated from the contract with its contractor. Contract mining costs are estimated at $3.50 per ton of limestone ore and $2.17 per ton for overburden. Underground contract limestone mining costs are estimated $6.50 per ton. Since all mining is to be performed by a contractor there are no capital costs.

12.4Reserve Estimates

Table 12.4 ACT Holding Company, Inc. – Summary of Limestone Mineral Reserves as of December 31, 2021,

Based On $11.05 Crushed Limestone 1, 2

Reserve Category

    

Extractable
(tons)

    

Cutoff Grade
(% X)

    

Mining Recovery
 (%)3

Probable Reserves

21,047,000

Above 96.0 (CaCO3)

95.0/75.0

Proven Reserves

68,500,000

Above 96.0 (CaCO3)

95.0/75.0

Total Probable and Proven

89,547,000

Above 96.0 (CaCO3)

95.0/75.0

Notes:

1 Price Source from USGS Mineral Commodity Summaries 2021.

2 Shot limestone delivered to the primary crusher.

3 Mining recovery is listed as open pit/UG recovery.

12.5Opinion of the Qualified Person

USLM has mined similar deposits for many years using the same methods that are projected into the future for this deposit. Given the similarity of the geology and ore chemical qualities to other properties operated by USLM, the proposed mining methods should perform according to plans. Significant increases in the cost of mining coupled with large decreases in the selling price of limestone would be required to make mining uneconomic. Historically, USLM has been able to increase sales prices in line with cost increases. The limestone and the overburden are consistent across the reserves and allow for stable operating requirements from year to year.

Page 26 of 40


13Mining Methods

13.1Geotechnical and Hydrologic Considerations

The State of Arkansas does not require geotechnical or hydrology modeling in mining operations and no geotechnical or hydrological studies have been completed.

13.2Mine Operating Parameters

The ACT mine plans to produce 500,000 to 1,000,000 tons per year. The expected life of mine is approximately 80 years. Mining will be conducted by a mining contractor.

Site development is completed by mining contractors using diesel powered earth moving equipment as they deem necessary.

Diagram

Description automatically generated

The deposit will be mined using two methods – conventional open pit mining and room and pillar UG mining. The average waste to ore ratio for open pit mine portion of the mine is two tons of stripping per ton of limestone. As the amount of waste that is required to be moved to expose ore increases underground mining becomes more economically attractive. For these reasons areas with lower overburden thicknesses were targeted for open pit mining. The mining recovery is estimated to be 95% for open pit mining and 75 % for underground mining. Fig. 13.2 shows the estimated final mine limits.

Page 27 of 40


13.3Mining Plan

ACT’s mine plan will include both open pit and underground mining methods. Open pit mining extraction will utilize typical quarrying techniques of vertical drill and blast overburden removal and typical diesel-powered mine haulage equipment such as bulldozers, excavators, wheel-loaders and haul trucks. Overburden will be generally targeted at a 2:1 stripping ratio with the non-ore materials being placed within the property. Limestone ore will be recovered with vertical drill and blast, single pass bench mining and typical mining diesel-powered mine haulage equipment such as wheel loaders, excavators and haul trucks.

UG deposits will be extracted by the room and pillar mining method. Pillars are planned to be 35 ft. by 35 ft. on 85 ft. centers yielding an extraction ratio of 75%. Mining will be by horizontal drilling and blasting. Ground control will be maintained with mine scaling machines. Haulage will be via conventional UG mine haulage equipment.

13.4Mine Plant, Equipment, and Personnel

The mining contractor provides the personnel and equipment they deem necessary to meet required production demands.

14Processing and Recovery Methods

14.1Process Plant and Description

This section does not apply to the report because the ACT mine will deliver limestone to the contractor’s primary crusher. The crushed limestone will then be transferred to ALC for processing into various products. Crusher Flow Sheet was not included in this TRS because the report only covers mined limestone delivered to the primary crusher.

14.2Plant Throughputs and Design

This section does not apply to the report because the ACT mine will be an exclusive limestone supplier to ALC.

14.3Plant Operational Requirements

The ACT mine is an exclusive limestone supplier to the ALC so this section does not apply to the mine.

14.4Application of Novel or Unproven Technology

Mining operations at the site will follow standard open pit mining or UG mining methods. There has not been any application of novel or unproven technologies or techniques in the mining processes.

15Infrastructure

The ACT property is accessible by rail, county roads, and the mine operation by gravel roads and haul roads maintained by the contract mine personnel. The mine site is land-locked with no port facilities. The rail is served by Missouri and North Arkansas rail line. Three-phase electric power is provided to the site via above-ground utility lines. Water for dust control at the mine is obtained from the nearby White River which flows year round. All mine facilities are located on mine property. Maintenance facilities and the primary crusher are portable and furnished by the contract mining company. Fig. 15.1 shows the topography of the mine area and significant infrastructure features.

Page 28 of 40


Graphic

16Market Studies

16.1Market Outlook and Forecast

Demand for limestone produced at the ACT mine is exclusively for ALC’s lime and limestone production facilities located in Independence County, Arkansas. The ALC facilities have been in existence for over 60 years. Its products are delivered to customers by either freight or rail. Demand for limestone for the ALC operations has averaged approximately 1,000,000 tons per year over the previous five years which has been previously sourced exclusively from a mine owned by ALC. However, beginning in 2022, ALC plans to source 50% of its limestone demand (500,000 tons) from the ACT mine for the next 25 years (the period of time the mine owned by ALC is expected to remain in production). Afterwards, the ACT mine is expected to be ALC’s exclusive limestone supplier and will produce approximately 1,000,000 tons of limestones annually for delivery to the primary crusher.

Primary demand for lime and limestone products from ALC’s lime and limestone production facilities is from stable markets including the steel industry, the construction industry, paper and glass manufacturers, municipal sanitation and water treatment facilities, roof shingle manufacturers, and poultry and cattle feed producers. Current market conditions for these customers should result in continued steady demand for lime and limestone products in ALC’s market areas for the foreseeable future.

16.2Material Contracts

The ACT mine exclusively provides limestone to ALC’s lime and limestone production facilities. There are no material contracts with outside purchasers.

17Environmental Studies, Permitting, and Plans, Negotiations, or Agreements with Local Individuals or Groups

17.1Environmental Studies and Permitting Requirements

The ADEQ regulates industrial activities and its potential impacts on the environment. Open pit mining and reclamation are regulated in both the Coal and Non-Coal Programs, including soil, clay, shale, gravel, stone, limestone, sand, gypsum, bauxite, and novaculite under the Arkansas Pollution Control and Ecology Commission Regulation 15, Act 827 of 1991 and Act 1166 of 1997.

In addition to open pit mining and reclamation, the ADEQ is also a delegated authority under the Clean Air Act and Clean Water Act, established by the Environmental Protection Agency, to protect the ambient air quality and water quality within the State of Arkansas. ACT has furnished the environmental permit information provided in Table 17.1 below. This information was provided by USLM.

Page 29 of 40


Table 17.1 Mining and Environmental Permits

Permit Number
Issue Date

    

Issuer

    

Purpose

    

Expiration Date

    

Status

0129-MQ
January 9, 2018

ADEQ

Authorization to Quarry

January 8, 2023

In Place, Active

1916-AGP-149
August 12, 2021

ADEQ

General Air Permit for Rock Crusher Plant

N/A

In Place, Active

ARR000000
(Final Permit No. TBD)
July 1, 2019

ADEQ

Storm Water

July 30, 2024

Notice of Intent Submitted to ADEQ

ACT is authorized under Permit No. 0129-MQ to mine high-quality limestone. As required by ADEQ, a Five-Year Plan was developed for ACT’s operations and includes estimations for the removal of topsoil, overburden, and production of limestone. Upon expiration of the permit, ACT will calculate area and volume estimations based on future limestone production. Actual volumes may vary depending on market and geological conditions.

ACT has contracted a third-party portable rock crushing operation to extract high-grade limestone from the ACT mine. The portable rock crushing operations are authorized under the General Air Permit for Rock Crusher Plants Permit No. 1916-AGP-149.

Industrial Storm Water Permit No. ARR000000 (Final Permit No. TBD) is a general permit authorizing the discharge of storm water that has commingled with the mining activities off property to a nearby receiving water body. This information was provided by USLM.

17.2Overburden, Site Monitoring, and Water Management

ACT produces and manages non-production material, which consists of overburden and a trace amount of unusable rock from the blasting process at the ACT open pit mine. When open pit mine operations remove overburden, the material is utilized to backfill active pits to the extent where the material is available.

Water management at the open pit mine consists of use for dust control and managing stormwater run-off by way of pre-existing natural erosion pathways. Because the ACT open pit mine is situated above the natural water table, there is no requirement or need for groundwater monitoring. This information was provided by USLM.

17.3Post-Mining Land Use and Reclamation

A Financial Plan for Reclamation was developed as part of the Five-Year Plan submitted to the State of Arkansas. The Financial Plan outlines the non-ore materials to be stockpiled within the mine, topsoil management as part of the stripping process, and the final reclamation process. A surety bond and an estimated acreage of land affected over the life of the mine is submitted as part of the Five-Year Plan.

The projected estimated life of the mine is 80 years. The operation is considered a tangible, long-lived asset. As with all long-lived assets, ACT has reasonably projected reclamation and remediation costs as an asset retirement obligation which is reported annually in the USLM’s annual report on Form 10K (USLM’s 2021 Form 10K to which this TRS is attached as an exhibit). This information was provided by USLM.

17.4Local or Community Engagement and Agreements

The operation is relatively new and at this time there are no engagements or agreements. This information was provided by USLM.

17.5Opinion of the Qualified Person

Arkansas is a heavily regulated state of environmental laws and regulations and has numerous permits that require ongoing compliance and oversight from the ADEQ. ACT and USLM personnel are well trained and stay up-to-date on all environmental regulations. In the QP’s opinion there are no current or outstanding issues in environmental governance.

Page 30 of 40


18Capital and Operating Costs

The ACT mine has a contract in place for producing limestone with a local company that has the equipment and skilled personnel for performing this work.

18.1Capital Costs

Since all mining and overburden removal is performed by a contractor there are no capital costs.

18.2Operating Costs

Table 18.2 Operating Costs

Operating Cost Estimate

    

Cost

Contractor Open Pit Mining Cost Per Ton

$3.50

Contractor Overburden Mining Cost Per Stripping Ton

$2.17

Contractor Underground Mining Cost Per Ton

$6.50

19Economic Analysis

The block model was used to estimate overburden and limestone ore volumes for open pit and UG mining. All mining is performed by a contractor.

19.1Key Parameters and Assumptions

The discount rate used in the economic analysis is 1.09%. This rate is ACT’s incremental borrowing cost. Per the current debt agreement and our current leverage ratio, ACT’s borrowing rate is 1.09% (calculated from the November 2021 LIBOR of 0.09%).

The tax was estimated using ACT’s current effective income tax rate calculated on September 30, 2021. In reviewing the September 30, 2021 tax provision, the effective tax rate contained no material non-recurring permanent items that would influence the rate, so it is considered not applicable to future periods. Demand for limestone is projected to be 500,000 to 1,000,000 tons per year for the life of the mine. The sales price per ton is estimated using the USGS Mineral Commodity Summaries 2021.

19.2Economic Viability

ACT has positive cash flow and the current mine plan does not require capital expenditure therefore, payback and Return On Investment calculations are irrelevant. The NPV of the life of mine plan is $130.1 million. The annual cash flows are in Appendix B.

19.3Sensitivity Analysis

Sensitivity analysis was performed on the discount rate, contractor open pit mining costs, contractor open pit overburden mining costs, contractor underground mining costs, and limestone selling price.

Table 19.3-1 Sensitivity Analysis: Varying Discount Rate

Discount Rate

    

NPV (thousands)

0%

$235,019

1%

$150,433

2%

$101,469

5%

$41,648

10%

$18,382

15%

$11,900

20%

$8,963

Page 31 of 40


Graphic

Table 19.3-2 Sensitivity Analysis: Varying Contractor Open Pit Mining Costs

Contractor Open Pit Mining Costs Per Ton

    

NPV (thousands)

$3.00

$149,583

$4.00

$140,187

$5.00

$130,791

$6.00

$121,395

$7.00

$111,999

Graphic

Page 32 of 40


Table 19.3-3 Sensitivity Analysis: Varying Contractor Overburden Mining Costs

Contractor Overburden Mining Cost Per Ton

    

NPV (thousands)

$2.00

$147,927

$3.00

$130,031

$4.00

$112,135

$5.00

$94,240

$6.00

$76,344

Graphic

Table 19.3-4 Sensitivity Analysis: Varying Contractor Underground Mining Costs

Contractor UG Mining Cost Per Ton

    

NPV (thousands)

$6.00

$157,278

$7.00

$132,491

$8.00

$107,705

$9.00

$82,918

$10.00

$58,132

Graphic

Page 33 of 40


Table 19.3-5 Sensitivity Analysis: Limestone Selling Price Change

Selling Price Change (%)

    

NPV (thousands)

-20%

$69,341

-10%

$107,113

0%

$144,885

10%

$182,656

20%

$220,428

Graphic

20Adjacent Properties

The QP utilized published academic, professional, or government publications about the local area in creating this report. The QP has no material knowledge pertaining to the adjacent properties.

21Other Relevant Data and Information

All data relevant to the supporting studies and estimates of mineral resources and reserves have been included in the sections of this TRS. No additional information or explanation is necessary to make this TRS understandable and not misleading.

22Interpretation and Conclusions

22.1Interpretations and Conclusions

This limestone deposit is reasonably flat lying and continuous across the ACT property. The quality is very consistent and exceeds the fixed ore grade needed to supply the ALC plant. Because of the simple geology, the application of mining methods are straightforward and consists of uncomplicated open pit or UG mining. The selection of the mining method will be determined by economics and/or the terrain and geology. The economic analysis and amount of reserves indicate the operation reasonably has approximately 80 years of estimated mine life at current production levels.

22.2Risks and Uncertainties

Internal to the mining operation, risks and uncertainties are minimal because of the uncomplicated geology and the employment of a standard mining methods. Governmental, legal, and regulatory risks, such as greenhouse gases, could adversely affect the ALC plant’s market for which the ACT mine is the limestone supplier.

23Recommendations

The operation has more than enough resources to last beyond the foreseeable future. The QP’s opinion is with the application of a sound mine design(s) and the appropriate equipment suite the mine will operate well within the cost estimates projected in the economic analysis. Further analysis of the mine designs for open pit versus UG mining methods should be performed to ensure the optimum economic choice is made when transitioning from open pit to UG methods. Because the operation is in such an early stage more recommendations are not needed at this time.

Page 34 of 40


24References

AcreValue.com. 2021. [Accessed 2021] .https://www.acrevalue.com/map/?lat=40.628229&lng=-90.5&zoom=4

Bestplaces.com. 2021. Marble City, Oklahoma Weather. [Accessed 2021]. www.bestplaces.net/climate

Dorsey. 2019. How will the new rules affect the definitions of mineral reserves, probable mineral reserves, and proven mineral reserves? [Accessed 2020]

Foti TL. 1978. The Natural Divisions of Arkansas. ANHC. 76 pgs.

Halbrook DF. 1950. Investigation of High-Calcium Limestone Deposits Along White River. Izard County, Arkansas.AGS.16 pgs.

McFarland JD. 1998. Stratigraphic Summary of Arkansas. IC-36. AGS. 44 pgs.

Rains D and Hutto RS. 2012, Geology Map of the Sylamore Quadrangle, Izard and Stone Counties, Arkansas.DGM-AR-00844 AGS. 1 pg.

Swanson RG. 1981. Shell Sample Examination Manual. MIES1. AAPG. 102 pgs.

USLM. 2005 Property Records, Executive Summary. Company Internal Report. 23 pgs.

US Geological Survey. 2021. MapView Website. [Accessed 2021]. https://ngmdb.usgs.gov/mapview/?center=-97,39.6&zoom=4.

US Geological Survey. 2021. Mineral Commodity Summaries 2021. Stone (Crushed). pg. 154. USGS. 200 pgs.

25Reliance on Information Provided by the Registrant

The QP has relied upon information and data from ACT, ALC, and USLM personnel and records in completing this TRS. This material included written reports and statements of other individuals and companies with whom it does business. The material also includes permits, licenses, historical exploration data, production records, equipment lists, geologic and ore body resource and reserve information, mine modeling data, financial data and summaries, mine equipment specifications and summaries, records, equipment lists. The QP believes that the basic assumptions were factual and accurate and that the interpretations were reasonable. This material has been relied upon in the mine planning, capital and cost planning, and audited. The ALC mining engineer assisted the QP in reviewing these materials and performed the final reserve block modeling and economic analysis under the direction of the QP. There is no apparent reason to believe that any material facts have been withheld or misstated. In his professional judgment, the QP has taken all appropriate steps to ensure that the information or advice from ACT, ALC, and USLM personnel and records and outside entities is accurate. The QP does not disclaim any responsibility for this TRS.

Page 35 of 40


Appendix A: List of Data Included in the Geologic Model

Graphic

Page 36 of 40


Appendix B: Annual Cash Flow Analysis

ACT – Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

Discount Factor 1.09%

NPV $144,884

2022

2023

2024

2025

2026

2027

2028

2029

Tons Limestone Sold

500

500

500

500

500

500

500

500

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

-Operating Costs

$

(3,052)

$

(3,052)

$

(3,052)

$

(2,976)

$

(3,595)

$

(3,595)

$

(3,595)

$

(3,595)

-Depreciation

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

Taxable Income

$

2,473

$

2,473

$

2,473

$

2,549

$

1,931

$

1,931

$

1,931

$

1,931

-Tax

$

(495)

$

(495)

$

(495)

$

(510)

$

(386)

$

(386)

$

(386)

$

(386)

+Depreciation

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

-Capital Expenses

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

Free Cash Flow

$

1,978

$

1,978

$

1,978

$

2,039

$

1,544

$

1,544

$

1,544

$

1,544

ACT – Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2030

2031

2032

2033

2034

2035

2036

2037

Tons Limestone Sold

500

500

500

500

500

500

500

500

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

-Operating Costs

$

(3,595)

$

(3,595)

$

(3,595)

$

(3,595)

$

(3,595)

$

(3,595)

$

(3,595)

$

(3,595)

-Depreciation

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

Taxable Income

$

1,931

$

1,931

$

1,931

$

1,931

$

1,931

$

1,931

$

1,931

$

1,931

-Tax

$

(386)

$

(386)

$

(386)

$

(386)

$

(386)

$

(386)

$

(386)

$

(386)

+Depreciation

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

-Capital Expenses

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

Free Cash Flow

$

1,544

$

1,544

$

1,544

$

1,544

$

1,544

$

1,544

$

1,544

$

1,544

ACT – Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2038

2039

2040

2041

2042

2043

2044

2045

Tons Limestone Sold

500

500

500

500

500

500

500

500

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

$

5,525

-Operating Costs

$

(3,595)

$

(2,640)

$

(3,844)

$

(3,844)

$

(3,844)

$

(3,844)

$

(3,844)

$

(3,844)

-Depreciation

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

Taxable Income

$

1,931

$

2,885

$

1,682

$

1,682

$

1,682

$

1,682

$

1,682

$

1,682

-Tax

$

(386)

$

(577)

$

(336)

$

(336)

$

(336)

$

(336)

$

(336)

$

(336)

+Depreciation

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

-Capital Expenses

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

Free Cash Flow

$

1,544

$

2,308

$

1,345

$

1,345

$

1,345

$

1,345

$

1,345

$

1,345

Page 37 of 40


ACT – Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2046

2047

2048

2049

2050

2051

2052

2053

Tons Limestone Sold

500

1,000

1,000

1,000

1,000

1,000

1,000

1,000

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

5,525

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

-Operating Costs

$

(3,844)

$

(7,094)

$

(7,094)

$

(7,094)

$

(7,094)

$

(7,094)

$

(7,094)

$

(7,094)

-Depreciation

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

Taxable Income

$

1,682

$

3,957

$

3,957

$

3,957

$

3,957

$

3,957

$

3,957

$

3,957

-Tax

$

(336)

$

(791)

$

(791)

$

(791)

$

(791)

$

(791)

$

(791)

$

(791)

+Depreciation

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

-Capital Expenses

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

Free Cash Flow

$

1,345

$

3,165

$

3,165

$

3,165

$

3,165

$

3,165

$

3,165

$

3,165

ACT – Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2054

2055

2056

2057

2058

2059

2060

2061

Tons Limestone Sold

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

-Operating Costs

$

(7,094)

$

(7,094)

$

(7,094)

$

(7,094)

$

(7,094)

$

(7,094)

$

(7,094)

$

(7,094)

-Depreciation

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

Taxable Income

$

3,957

$

3,957

$

3,957

$

3,957

$

3,957

$

3,957

$

3,957

$

3,957

-Tax

$

(791)

$

(791)

$

(791)

$

(791)

$

(791)

$

(791)

$

(791)

$

(791)

+Depreciation

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

-Capital Expenses

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

Free Cash Flow

$

3,165

$

3,165

$

3,165

$

3,165

$

3,165

$

3,165

$

3,165

$

3,165

ACT – Discounted Cash Flow

   

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2062

2063

2064

2065

2066

2067

2068

2069

Tons Limestone Sold

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

-Operating Costs

$

(7,094)

$

(7,094)

$

(7,094)

$

(6,564)

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

-Depreciation

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

Taxable Income

$

3,957

$

3,957

$

3,957

$

4,486

$

4,550

$

4,550

$

4,550

$

4,550

-Tax

$

(791)

$

(791)

$

(791)

$

(897)

$

(910)

$

(910)

$

(910)

$

(910)

+Depreciation

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

-Capital Expenses

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

Free Cash Flow

$

3,165

$

3,165

$

3,165

$

3,589

$

3,640

$

3,640

$

3,640

$

3,640

Page 38 of 40


ACT – Discounted Cash Flow

   

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2070

2071

2072

2073

2074

2075

2076

2077

Tons Limestone Sold

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

-Operating Costs

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

-Depreciation

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

Taxable Income

$

4,550

$

4,550

$

4,550

$

4,550

$

4,550

$

4,550

$

4,550

$

4,550

-Tax

$

(910)

$

(910)

$

(910)

$

(910)

$

(910)

$

(910)

$

(910)

$

(910)

+Depreciation

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

-Capital Expenses

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

Free Cash Flow

$

3,640

$

3,640

$

3,640

$

3,640

$

3,640

$

3,640

$

3,640

$

3,640

ACT – Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2078

2079

2080

2081

2082

2083

2084

2085

Tons Limestone Sold

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

-Operating Costs

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

-Depreciation

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

Taxable Income

$

4,550

$

4,550

$

4,550

$

4,550

$

4,550

$

4,550

$

4,550

$

4,550

-Tax

$

(910)

$

(910)

$

(910)

$

(910)

$

(910)

$

(910)

$

(910)

$

(910)

+Depreciation

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

-Capital Expenses

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

Free Cash Flow

$

3,640

$

3,640

$

3,640

$

3,640

$

3,640

$

3,640

$

3,640

$

3,640

ACT – Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2086

2087

2088

2089

2090

2091

2092

2093

Tons Limestone Sold

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

-Operating Costs

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

-Depreciation

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

Taxable Income

$

4,550

$

4,550

$

4,550

$

4,550

$

4,550

$

4,550

$

4,550

$

4,550

-Tax

$

(910)

$

(910)

$

(910)

$

(910)

$

(910)

$

(910)

$

(910)

$

(910)

+Depreciation

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

-Capital Expenses

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

Free Cash Flow

$

3,640

$

3,640

$

3,640

$

3,640

$

3,640

$

3,640

$

3,640

$

3,640

Page 39 of 40


ACT – Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2094

2095

2096

2097

2098

2099

2100

2101

Tons Limestone Sold

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

$

11,050

-Operating Costs

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

$

(6,500)

-Depreciation

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

Taxable Income

$

4,550

$

4,550

$

4,550

$

4,550

$

4,550

$

4,550

$

4,550

$

4,550

-Tax

$

(910)

$

(910)

$

(910)

$

(910)

$

(910)

$

(910)

$

(910)

$

(910)

+Depreciation

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

-Capital Expenses

$

0

$

0

$

0

$

0

$

0

$

0

$

0

$

0

Free Cash Flow

$

3,640

$

3,640

$

3,640

$

3,640

$

3,640

$

3,640

$

3,640

$

3,640

ACT – Discounted Cash Flow

    

    

 

In Thousands

2102

Tons Limestone Sold

1,000

Sales Price/Ton

$

11.05

Revenue

$

11,050

-Operating Costs

$

(6,500)

-Depreciation

$

0

Taxable Income

$

4,550

-Tax

$

(910)

+Depreciation

$

0

-Capital Expenses

$

0

Free Cash Flow

$

3,640

Page 40 of 40



Exhibit 96.4

Technical Report Summary on

U.S. Lime Company – St. Clair – Marble Mountain Limestone Operation

Sequoyah County, Oklahoma, USA

Prepared for:

United States Lime and Minerals, Inc.

Graphic

SK-1300 Report

Effective Date December 31, 2021

Report Date: March 2, 2022

Page 1 of 56


DISCLAIMERS AND QUALIFICATIONS

SYB Group, LLC (“SYB”) was retained by United States Lime & Minerals, Inc. (“USLM”) to prepare this Technical Report Summary (“TRS”) related to U.S. Lime Company – St. Clair (“St. Clair”) limestone reserves and resources. This TRS provides a statement of St. Clair’s limestone reserves and resources at its mine located in Sequoyah County, Oklahoma and has been prepared in accordance with the U.S. Securities and Exchange Commission (“SEC”), Regulation S-K 1300 for Mining Property Disclosure (S-K 1300) and 17 Code of Federal Regulations (“CFR”) § 229.601(b)(96)(iii)(B) reporting requirements. This report was prepared for the sole use by USLM and its affiliates and is effective December 31, 2021.

This TRS was prepared by SYB Group’s President who meets the SEC’s definition of a Qualified Person and has sufficient experience in the relevant type of mineralization and deposit under consideration in this TRS.

In preparing this TRS, SYB relied upon data, written reports and statements provided by St. Clair and USLM. SYB has taken all appropriate steps, in its professional opinion, to ensure information provided by St. Clair and USLM is reasonable and reliable for use in this report.

The Economic Analysis and resulting net present value estimate in this TRS were made for the purposes of confirming the economic viability of the reported limestone reserves and not for the purposes of valuing St. Clair or its assets. Internal Rate of Return and project payback were not calculated, as there was no initial investment considered in the financial model. Certain information set forth in this report contains “forward-looking information,” including production, productivity, operating costs, capital costs, sales prices, and other assumptions. These statements are not guarantees of future performance and undue reliance should not be placed on them. The ability to recover the reported reserves depends on numerous factors beyond the control of SYB Group that cannot be anticipated. Some of these factors include, but are not limited to, future limestone prices, mining and geologic conditions, obtaining permits and regulatory approvals in a timely manner, the decisions and abilities of management and employees, and unanticipated changes in environmental or other regulations that could impact performance. The opinions and estimates included in this report apply exclusively to the St. Clair mine as of the effective date of this report.

All data used as source material plus the text, tables, figures, and attachments of this document have been reviewed and prepared in accordance with generally accepted professional geologic practices.

SYB hereby consents to the use of St. Clair’s limestone reserve and resource estimates as of December 31, 2021 in USLM’s SEC filings and to the filing of this TRS as an exhibit to USLM’s SEC filings.

Qualified Person: /s/ Keith V. Vickers

Keith V. Vickers, TXPG #3938

President, SYB Group, LLC

1216 W. Cleburne Rd

Crowley, TX 76036

Page 2 of 56


Table of Contents

List of Figures

4

List of Tables

5

1

Executive Summary

6

2

Introduction

7

3

Property Description

10

4

Accessibility, Climate, Local Resources, Infrastructure, and Physiography

11

5

History

12

6

Geological Setting, Mineralization, and Deposit

13

7

Exploration

18

8

Sample Preparation, Analyses, and Security

26

9

Data Verification

27

10

Mineral Processing and Metallurgical Testing

28

11

Mineral Resource Estimates

28

12

Mineral Reserve Estimates

32

13

Mining Methods

33

14

Processing and Recovery Methods

35

15

Infrastructure

35

16

Market Studies

36

17

Environmental Studies, Permitting and Plans, Negotiations or Agreements with Local Individuals or Groups

36

18

Capital and Operating Costs

37

19

Economic Analysis

37

20

Adjacent Properties

39

21

Other Relevant Data and Information

39

22

Interpretation and Conclusions

40

23

Recommendations

40

24

References

40

25

Reliance on Information Provided by the Registrant

41

Appendix A: List of Data Included in the Geologic Model

42

Appendix B: Annual Cash Flow Analysis

43

Page 3 of 56


List of Figures

1.

Fig. 3.1

Location Map for St Clair Lime Company

2.

Fig. 6.1

Geologic Map of Oklahoma

3.

Fig. 6.4-1

Stratigraphic Columns for the St Clair Area

4.

Fig. 6.4-2

Marble City Member Cross Section South to North

5.

Fig. 7.1-1

All St. Clair Drill Locations

6.

Fig. 7.1-2

St Clair Core Hole Log

7.

Fig. 11.3

St. Clair, Top of Marble City Member Map

8.

Fig. 13.2

Current Estimate of Final Mine Limits

9.

Fig. 15.1

Infrastructure For St Clair Operations

Page 4 of 56


List of Tables

1.

Table 1.1

U.S. Lime Company – St. Clair – Summary of Limestone Mineral Resources as of December 31, 2021, Based On $11.05 Crushed Limestone

2.

Table 1.2

U.S. Lime Company – St. Clair – Summary of Limestone Mineral Reserves as of December 31, 2021, Based On $11.05 Crushed Limestone

3.

Table 1.3

Capital Costs

4.

Table 1.4

Operating Costs

5.

Table 2.3

Glossary of Terms and Abbreviations

6.

Table 2.4

Visits Made by QP to St. Clair Mine

7.

Table 5.1

Company Ownership History

8.

Table 5.2

St. Clair Historical Drilling Projects

9.

Table 6.4

St. Clair Property Stratigraphy

10.

Table 7.1-1

All St. Clair Drilling Projects

11.

Table 7.1-2

Drilling Summary of OGS 1965 Study

12.

Table 7.1-3

Summary of 2000 Exploration Drilling

13.

Table 7.1-4

Summary of 2005 Exploration Drilling

14.

Table 7.1-5

Summary of 2017 Exploration Drilling

15.

Table 7.2

Surface Location Summary of OGS 1965 Study

16.

Table 11.2.4

Resource Parameter Assumptions

17.

Table 11.3

Summary of Drill Hole Database for the Model

18.

Table 11.4.1

U.S. Lime Company – St. Clair – Summary of Limestone Mineral Resources as of December 31, 2021, Based On $11.05 Crushed Limestone

19.

Table 12.4

U.S. Lime Company – St. Clair – Summary of Limestone Mineral Reserves as of December 31, 2021, Based On $11.05 Crushed Limestone

20.

Table 17.1

Mining and Environmental Permits

21.

Table 18.1

Capital Costs

22.

Table 18.2

Operating Costs

23.

Table 19.3-1

Sensitivity Analysis: Varying Discount Rate

24.

Table 19.3-2

Sensitivity Analysis: Varying Limestone Mining Costs

25.

Table 19.3-3

Sensitivity Analysis: Selling Price Change

Page 5 of 56


1

Executive Summary

The U.S. Lime Company-St. Clair (“St. Clair”) mine is a production stage, underground mine that produces high-grade limestone with above 96.0% calcium carbonate (“CaCO3”) from the upper Marble City member formation that is delivered to St. Clair’s primary crusher. The St. Clair plant processes the limestone into various products that are sold to a variety of customers. The St. Clair mine is located in Sequoyah County, Oklahoma on approximately 1,400 acres owned by St. Clair and an additional 1,340 acres covered by long-term mineral leases. Underground operations began at the St. Clair mine in the 1950’s.

Geologic and analytical data from regional and local drilling, subsurface, and surface sampling/mapping have proven that the Marble City member has a consistently high CaCO3 content above 96.0% and a consistent mining thickness of 30 plus ft. across the entire St. Clair property. These analytical results cover from 1962 to 2021 and are sufficient to establish reasonable certainty of geological presence and grade or quality continuity on the operation’s property.

Mining at the St. Clair mine is performed using a room and pillar method. The pillars are 30 ft. by 30 ft. and the room is 50 ft. wide. Conventional limestone mining equipment is used to transport the limestone from the mine to the primary crusher. Any non-ore material encountered is moved a short distance to an area that is not in use.

The St. Clair mine has procured, and is operating in compliance with, the required air and storm water permits that were last issued by the Oklahoma Department of Mines and the Oklahoma Department of Environmental Quality. St. Clair will be required to renew the permits when they expire in 2045 and 2025, respectively.

The St. Clair mine currently averages an annual production rate of approximately 425,000 tons of limestone per year. The expected mine life at that rate of production is approximately 55 years.

As noted in section 2.1, Keith Vickers of SYB Group (“SYB”), a consultant for United States Lime & Minerals, Inc. (“USLM”) for over 20 years served as the Qualified Person (“QP”) and prepared the estimates of limestone mineral resources and reserves for the St. Clair mine. Summaries of the St. Clair mine’s limestone mineral resources and reserves are shown below in Tables 1.1 and 1.2, respectively. Sections 11 and 12 set forth the definitions of mineral resources and reserves as well as the methods and assumptions used by the QP in determining the estimates and classifications of the St. Clair mine’s limestone mineral resources and reserves.

Table 1.1. U.S. Lime Company – St. Clair – Summary of Limestone Mineral Resources as of December 31, 2021,

Based On $11.05 Crushed Limestone 1, 2

Resource Category

    

In Place
(tons)

    

Cutoff Grade
(% X)

    

Processing Recovery
 (%)
3

Measured Mineral Resources

36,648,000

Above 96.0 (CaCO3)

N/A

Indicated Mineral Resources

129,747,000

Above 96.0 (CaCO3)

N/A

Total Measured and Indicated

166,395,000

Above 96.0 (CaCO3)

N/A

Notes: 1 Price Source from USGS Mineral Commodity Summaries 2021.

2 Shot limestone delivered to the primary crusher.

3 N/A: Not Applicable because estimated resources are in place.

Table 1.2. U.S. Lime Company – St. Clair – Summary of Limestone Mineral Reserves as of December 31, 2021,

Based On $11.05 Crushed Limestone 1, 2

Reserve Category

    

Extractable
(tons)

    

Cutoff Grade

(% X)

    

Mining Recovery
 (%)

Probable Reserves

0

Above 96.0 (CaCO3)

81.0

Proven Reserves

23,387,000

Above 96.0 (CaCO3)

81.0

Total Probable and Proven

23,387,000

Above 96.0 (CaCO3)

81.0

Notes: 1 Price Source from USGS Mineral Commodity Summaries 2021.

2 Shot limestone delivered to the primary crusher.

The modeling and analysis of the St. Clair mine’s resources and reserves has been developed by St. Clair and USLM personnel and reviewed by management of the companies, as well as the QP. The development of such resources and reserves estimates, including related assumptions, was a collaborative effort between the QP and personnel of the companies.

Annual sustaining capital costs were estimated using prior-year capital expenditures and St. Clair’s 2022 capital budget. Capital expenditures for major mobile equipment replacements were estimated using information from vendors. Limestone mining costs for St. Clair were estimated using historical data and its 2022 budget.

Page 6 of 56


Table 1.3 Capital Costs

Capital Cost Estimate

    

Cost

Annual Maintenance of Operations

$500,000

Table 1.4 Operating Costs

Operating Cost Estimate

    

Cost

 

Limestone Mining Cost Per Ton

$4.79

It is the QP’s overall conclusions that:

1.

Geologically, the St. Clair mine limestone deposit has been proven by abundant widespread local sampling production and drilling results to have quality and thickness that are very consistent. Because of this consistency, the mining method for the mine is straightforward and consists of standard room and pillar underground mining.

2.

The data detailed in this report that was used to estimate the resources was adequate for the resource interpretation and estimation.

3.

St. Clair has successfully mined this resource for many years using the same methods that are projected into the future. Significant increases in the cost of mining coupled with large decreases in the selling price of limestone would be required to make mining uneconomic. Historically, St. Clair has been able to increase sales prices in line with cost increases.

4.

There are no significant factors onsite that will impact the extraction of this ore body. St. Clair has been in operation for many decades during varying economic and market conditions.

5.

Absent unforeseen changes in economic or other factors, including additional federal or state environmental regulations, the economic analysis and the amount of Proven Reserves indicate the operation reasonably has approximately 55 years of estimated mine life at current production levels.

The QP recommends that ground water could be better controlled at the mine face with an improved configuration of the floor.

2Introduction

2.1Issuer of the Report

Mr. Keith Vickers of SYB Group, LLC (“SYB”), a consultant for USLM for over 20 years, prepared this Technical Report Summary (“TRS”) on ALC’s mining operations located in Independence County, Arkansas. Mr. Vickers is a Qualified Person (“QP”). USLM is a publicly-traded company on the NASDAQ Stock Exchange under the ticker symbol USLM and ALC is a wholly-owned subsidiary of USLM.

2.2Terms of Reference and Purpose

The purpose of this TRS is to support the disclosure of mineral resource and mineral reserve estimates for St. Clair’s existing mining operations located in Sequoyah County, Oklahoma, as of December 31, 2021. This report is to fulfill 17 Code of Federal Regulations (“CFR”) § 229, “Standard Instructions for Filing Forms Under Securities Act of 1933, Securities Exchange Act of 1934 and Energy Policy and Conservation Act of 1975 – Regulation S-K,” subsection 1300, “Disclosure by Registrants Engaged in Mining Operations.” The mineral resource and reserve estimates presented herein are classified according to 17 CFR § 229.1300 Definitions.

The QP prepared this TRS with information from various sources with detailed data about the historical and current mining operations, including individuals who are experts in an appropriate technical field. St. Clair has not previously filed a TRS.

The quality of information, conclusions, and estimates contained herein are based on: 1) information available at the time of preparation; and 2) the assumptions, conditions, and qualifications outlined in this TRS.

Unless stated otherwise, all volumes and grades are in U.S. customary units and currencies are expressed in 2021 U.S. dollars. Distances are described in U.S. standard units.

Page 7 of 56


2.3Sources of Information

This TRS is based upon engineering data, financial and technical information developed and maintained by St. Clair or USLM personnel, work undertaken by third-party contractors and consultants on behalf of the mine, public data sourced from the United States Geological Survey, the Oklahoma Geological Survey, internal St. Clair technical reports, previous technical studies, maps, St. Clair letters and memoranda, and public information as cited throughout this TRS and listed in Section 24. Table 2.3 is a list of the terms used in this TRS.

This TRS was prepared by Keith V. Vickers, BSGeol, MSGeol, TXPG #3938, CPetG #6152. Detailed discussions with the following were held during the preparation of the TRS:

Mr. Timothy W. Byrne, President, CEO USLM, Dallas, Texas

Mr. Michael L. Wiedemer, Vice President, CFO USLM, Dallas, Texas

Mr. Russell R. Riggs, Vice President, Production, USLM, Dallas, Texas

Mr. M. Michael Owens, Corporate Treasurer, USLM, Dallas, Texas

Mr. Jason Nutzman, Director of Legal and Compliance, USLM, Dallas, Texas

Mr. Wendell Smith, Director Environmental, USLM, Dallas, Texas

Mr. Ron Terrell, Mine Manager, St. Clair, Marble City, Oklahoma

Mr. Branden Crowder, Production Manager, St. Clair, Marble City, Oklahoma

Mr. Zach Carter, Accounting Manager, St. Clair, Marble City, Oklahoma

Mr. Keith Vickers, SYB Group, USLM Consulting Geologist, Crowley, Texas

Page 8 of 56


Table 2.3 Glossary of Terms and Abbreviations

Term

    

Definition

AAPG

American Association of Professional Geologists

AASHTO

American Association of State Highway and Transportation Officials

ALC

Arkansas Lime Company

AMR

Advanced Minimum Royalty

ASTM

American Society for Testing and Materials

AWWA

American Water Works Association

BLM

Bureau of Land Management

CaCO3

Calcium Carbonate

CEO

Chief Executive Officer

CFO

Chief Financial Officer

CFR

Code of Federal Regulations

DXF

Drawing Exchange File

E

East

F.

Fahrenheit

Fig.

Figure

ft.

Feet

GLONASS

Global Navigation Satellite System

GPS

Global Positioning System

LIBOR

London Inter-Bank Offered Rate

LST

Limestone

N

North

NAD

North American Datum

NPV

Net Present Value

ODEQ

Oklahoma Department of Environmental Quality

ODOM

Oklahoma Department of Mines

OGS

Oklahoma Geological Survey

PG

Professional Geologist

PLSS

Public Land Survey System

QP

Qualified Person

QC/QA

Quality Control/Quality Assurance

S

South

TRS

Technical Report Summary

UG

Underground

U.S.

United States

USGS

United States Geological Survey

USLM

United States Lime and Minerals, Inc.

WAAS

Wide Area Augmentation System

W

West

XRF

X-Ray Fluorescence

2.4Personal Inspection

The QP, who has been a consulting geologist for USLM for over 20 years is familiar with St. Clair’s mine geology and operation. Over the years, the QP has visited the operation to supervise drilling, log cores and investigate geologic issues associated with specific areas in the mine. Table 2.4 is a partial list of dates the QP has visited the mine. Data, protocols, and specific information required for the TRS were gathered during onsite visits. The St. Clair plant manager and the mine manager provided any detailed information the QP required for the reserve operation and mine plan sections of this report.

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Table 2.4 Visits Made by QP to St. Clair Mine

Date

    

Reason

2005

Due Diligence for Acquisition & Core Drilling

2006

Supervise Core Drilling Project

2018

Supervise Core Drilling Project

2018

Inspection Sampling Locations for Physical Testing

2021

Meeting to Review and Obtain detailed Information for TRS

On January 27, 2022, the QP met in the St. Clair mine office to review the drill hole and surface sample database and discuss the data needed for the TRS. The QP inspected the mine, visited faces to examine the consistency and thickness, and discussed core storage in the mine. The equipment suite, blasting and mining methods, and costs were reviewed and verified. QP discussed quality control and quality assurance at the mine office with the plant QC/QA lab personnel. The QC/QA lab personnel provided lab XRF standard certifications and instrument service/care contracts. A review of the core and sample preparation for analytical tests occurred and their documentation was provided.

The QP reviewed a report checklist with St. Clair management and the mine manager to ensure all materials needed for the TRS were available. The resource areas, fixed grade control, and production hole sampling procedures were reviewed and clarified. The mining faces were compared to the existing geologic model, and a comparison of the core to production sample chemistry was discussed. The QP had a meeting with the Accounting Manager to obtain the financials for the mine economic analysis.

3Property Description

3.1Property Description and Location

St. Clair operations (35°35’52.80”N, -94°49’57.35”W, Fig. 3.1 GoogleEarth 2021) are located in Sequoyah County, north of Sallisaw, Oklahoma, 9.5 miles by county road to Marble City and then another 1.5 miles north.

Graphic

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3.2Mineral Rights

St. Clair owns approximately 1,400 acres in fee and has mineral leases covering approximately 1,340 acres (AcreValue website, 2021) (USLM internal report). St. Clair holds all surface and mineral rights on the fee property. The mineral leases convey the right to explore, build infrastructure, extract, and process limestone. A detailed mineral lease discussion follows in Section 3.4.

3.3

Significant Encumbrances or Risks to Perform work on Property

There are no significant issues or risks to work on the properties outside of those generally related to mining operations.

3.4Lease Agreements or Income from Royalties

Currently, St. Clair is not mining on any leased property and anticipates continuing to mine on the company’s fee land until resources there are depleted.

There are eleven leases that were signed between 1985 and 1986. They were assigned to St. Clair by O-N Minerals in 2005 with the property owners (referred to herein, collectively, as the “Lessors”), providing the authority for St. Clair to explore, build infrastructure, extract, and process limestone and dolomite. The following summarizes the leases in which St. Clair is the Lessee, as stated in the 2005 Executive Property Summary prepared for due diligence (USLM Internal Report by staff, 2005). Lease ownership history is listed:

·

Pluess-Staufer Industries – Originator

·

Global Stone Assignment from Pluess-Staufer

·

O-N Minerals Assignment from Global Stone

·

St. Clair (USLM) Assignment from O-N Minerals

The state of Oklahoma’s property system is organized under the PLSS of the United States government. The mineral leases are with private owners. Material terms are predominately standard with AMR being the same except for one lease and production royalty rates being the same for each lease. There is generally a stated initial term of each lease, with automatic extensions for so long as the lease terms are met, or mining operations are conducted in a described area. The leases’ current term ranges from 25 to 75 years. The description of the leased area has remained the same over the years and is described in terms as defined by the BLM Manual of Surveying Instructions (Abbey, 2009). Examples are 1/4NE 1/4NE 1/4SW, N2 NW1/4, NE1/4 of T5N R13E S 11 or Township 5 North, Range 13 East, Section11.

Initially, the Lessee paid an AMR per lease, either $50 or $300 per month, and payments are recoupable against earned royalties due under the leases. The production royalty is $0.25 per ton when production is established. Both AMR and Production Royalty are indexed to the Producer Price Index for Non-metallic Mineral Products (Code 13) every five years. Under the existing mineral leases, the Lessor is responsible for ad valorem taxes. The Lessee is responsible for any taxes on infrastructure and equipment they own. Any taxes directly related to production from an operating mine are the responsibility of the Lessee.

St. Clair currently has no royalty interest in any fee or leased lands in the operational area.

4

Accessibility, Climate, Local Resources, Infrastructure, and Physiography

4.1Topography, Vegetation, and Physiography

The area’s topography is characterized by narrow valleys with steep-sided ridges connecting to several main river drainages. St. Clair’s operations are located at the base of Quarry Mountain ridge. The elevation ranges from 1,450 ft. to 550 ft. The valleys are covered with thick alluvial sediments and the ridges have moderate soil cover on top but little to no soil on the sides.

The tree types are dominated by oak, hickory, pine, and cedar glades (Rafferty, 1988). The flat valley floors are primarily agricultural land cover in typical grasses common to the area.

The operation is in the physiographic region known as the Ozark Plateau (Digitalprairie website, 2021). Three distinct plateau regions characterize the province connected one time in the past, but erosion has separated them. The areas have been eroded into high ridges approximately the same height separated by steep-walled valleys that merge into larger open flat areas occupied by the main river drainages.

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4.2Accessibility and Local Resources

Primary access to the operation is by county highway N4610 from Marble City and S4620 from the city of Sallisaw, located on Interstate 40. Marble City is a small community that does not have an airport. A municipal airport serves Sallisaw and commercial airline travel is through Ft. Smith, Arkansas (25 miles) or Tulsa, Oklahoma (95 miles). Roads are paved and are traveled daily by multi-axial vehicles. The Kansas City Southern Railway runs near the plant and there is a spur into the operation. Most of the operation’s workers live in the rural area near the mine or Sallisaw (GoogleMaps website, 2021).

4.3Climate and Operating Season

The average rainfall for Sequoyah County, Oklahoma, is 38 inches of rain per year. The County averages four inches of snow per year. On average, there are 218 sunny days per year. The County averages 87 precipitation days per year. Precipitation is rain, snow, sleet, or hail that falls to the ground. Temperature ranges from a high in July of 92 degrees F. to a low of 27 degrees F. in January. The underground mine is not affected by the weather conditions and the operating season can be year-round. (www.bestplaces.net/climate, 2021)

4.4Infrastructure

4.4.1Water

There are no issues with the water supply. The operation water requirements are served by spring and surface water from the mine.

4.4.2Energy Supply

The mine fuel supply is from distributors in Ft. Smith, Arkansas. A state power grid supply supplies electrical power to the operation.

4.4.3Personnel

Ft. Smith has a population of over 87,000, and the nearby town of Sallisaw has 8,500 people that the mine can draw from for new or replacement employees (www.population.com, 2021).

4.4.4Supplies

The supply chain is a low priority issue for the mine as its proximity to Sallisaw and Ft. Smith provide the most common needs. Tulsa and Oklahoma City are alternate sources if needed. Tulsa and Oklahoma City are large suppliers to the state’s oilfield and other mining operations. Several trucking companies provide service to the operation from the above supply centers.

5History

5.1Prior Company Ownership

In 1937, the OGS convinced the owners of a lime company at Oklahoma City to move to the current location of the St. Clair mine (Ham et al., 1943). The OGS made the recommendation because of the detailed field and analytical work that OGS had done on the Quarry Mountain formation.

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Table 5.1 Company Ownership History

Year

    

Company

    

Operations/Activity

1938

Homer & Hilmer Dunlap, dba St. Clair Lime Company

Company Startup, Surface Mine

1938

St. Clair Lime Company

Built 2 Shaft kilns in Sallisaw, OK (plant)

1953

St. Clair Lime Company

First Portal to Underground Mine, East Side

1955

St. Clair Lime Company

Second Portal, Underground, South Side

1964

St. Clair Lime Company

Built 1st Rotary Kiln (KVS)

1971

St. Clair Lime Company

Built 2nd Rotary Kiln (Fuller)

1995

Global Stone Corporation

Purchased St. Clair Lime Company

1998

Oglebay Norton Company

Purchased Global Stone Corporation and later renamed it O-N Minerals – St. Clair

2005

United States Lime & Minerals, Inc.

Purchased O-N Minerals – St. Clair and renamed it U.S. Lime Company – St. Clair

Source: St. Clair and USLM personnel.

5.2Exploration and Development History

Table 5.2 St. Clair Historical Drilling Projects

Year

    

Company

    

Purpose

    

Summary of Work

    

Comment

1962

St. Clair Lime

Development

Limited Surface & Production Drilling

4 cores utilized by OGS in the 1965 regional study

1965

OGS

Research, Geologic Study

3 holes drilled regionally, measured sections

OGS Bulletin 105 was published

2000

Wallace Mitchell PG

Resource Extent

Examined ore coverage on entire Property

Drilled 2 holes north end of the leased area and utilized UG face, outcrops, and offset property holes

2004 to Present

O-N Minerals – St. Clair

Development

Mining face QC/QA production drilling sampling

Daily sampling of mine faces to confirm the quality

2005-06

USLM

Acquisition Exploration

Established ore present on the total property (fee and leased)

Drilled 8 holes on north leases and 1 hole on fee to complement the previous data points.

2017

St. Clair

Development and explore full potential of ore thickness

Proved economic ore thickness in the south in front of mine

Drilled 16 holes on fee land southwest of UG mine.

Note: A detailed discussion of all drilling and results is in Section 7.1.

6Geologic Setting, Mineralization, and Deposit

The first mining operations in the area were for dimension stone, commonly called “Marble” because of the limestone’s hardness and suitability for construction. This “Marble” would later be identified as the Quarry Mountain Limestone (Silurian Age). Marble City, the upper member of the Marble Mountain formation, had the appearance of marble and was one of the few outcrops in the state that met that demand. In 1938 the St. Clair Lime Company was formed, producing lime from two shaft kilns. The mining operation started as an open pit mine and transitioned to an underground mine in 1958. The mine has supplied limestone to the plant continuously since 1938 (more than 80 years).

6.1Regional Geology

The following is an excerpted summary of the sedimentary history of the Ozark region from Huffman, 1958 (OGS Bulletin 77, 1958):

The advance of the Upper Cambrian age seas deposited thick sequences of dolomite. The sea advance was followed by a period of erosion and then advancing seas in the Upper Ordovician started a long period of limestone development. During this time, limestone was deposited in thick beds with periodic shale deposition because of deeper seas. A period of receding seas resulted in extreme erosion removing strata to the bottom of the Late Ordovician age Sylvain shale.

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The Quarry Mountain limestone (Hi-calcium) was deposited when the seas advanced in the Silurian age. Next, from the Silurian until the middle of the Devonian, a series of fluctuating sea levels deposited limestones and sandstones. Then significant erosion would occur when the sea receded. This erosion would partially or entirely erode the pervious strata in areas leaving scattered remnants of formations. Then a period of tilting produced more erosion in front of the advancing Late Devonian sea that covered the Ozark Uplift with deep water and deposited the thick Chattanooga shale.

Alternating cherty limestones and shales characterize the period from the Mississippian to the Pennsylvanian age as the sea level, tilting, and uplift events continued to repeat, with erosion occurring when the seas had a significant retreat.

In Early Pennsylvanian time, emergence and uplift to the north of the region provided land-derived clay and sand input, so limestone deposition contained significant amounts of the material.

These lithologies continued until the Middle Pennsylvanian time when alternating shales and sandstone dominated the area and limestone deposition was subordinate.

Next, the Ozark Uplift was significantly elevated, which is believed to be caused by the tensional stresses resulting from the Arkoma Basin development and filling. The uplifting resulted in large-scale regional Northeast trending normal faults.

Since the end of the Pennsylvanian, recent geologic history has been marked by erosion of the Uplift producing extensive valleys and the deposition of sand and gravels. Fig. 6.1 shows the regional geology of northeastern Oklahoma with a stratigraphic column.

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Graphic

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6.2Local and St. Clair Property Geology

Locally, Sequoyah County surface geology consists of parallel gentle anticlines and synclines with numerous parallel faults between them. Oil well data has shown that the Marble City formation is 3,000 ft. below the mine elevation across the entire southeastern part of Sequoyah County, including the Sallisaw area. The St. Clair area is located at the far south end of the Ozark Uplift, approximately 24 miles north of the subsurface edge of the Arkoma Basin.

The rocks in the St. Clair area range in geologic age from the Quaternary to the Ordovician. The strata from above the lower Pennsylvanian (Atoka Formation) to the Quaternary has been eroded or missing because of non-deposition.

The Ordovician lithologies represent high sea levels and clear water. The lower part was dominantly marine rocks with the deposition of limestone and dolomite. The inter-layered clean sandstones in the upper part were deposited offshore and reworked by the advancing sea (Snider, 1915). The age ended with a complete withdrawal of the sea and a period of substantial erosion occurred. The Silurian age lithologies represent another high sea-level stand reversing the conditions at the end of the Ordovician. These conditions were perfect for reef growth which produced sediments high in CaCO3 material. The Marble Mountain limestone is the only Silurian age formation present locally. The outcrop near the mine is one of the few in the state. The end of the Silurian and the beginning of the Devonian was a period of falling sea level. This period of exposure and erosion was long-term and removed several formations by producing erosional valleys and plains. At the same time, there was a structural down warping to the south, which tilted the existing lower rocks to the south. The Frisco limestone and Sallisaw sandstone are transitional lithologies from low to high sea levels. The Chattanooga shale (Devonian and Mississippian ages) exemplifies fine-grain deep water sediments. This shale deposition is widespread across Eastern Oklahoma, Arkansas, Missouri, Tennessee, and Ohio.

The remainder of the Mississippian age was dominated by recurring deep water sediments followed by shallow water carbonates with the occasional period of exposure and erosion. There are six sea level cycles in the geologic record. In the middle of the Pennsylvanian, the depositional environment changed to sediments from a land origin. This change is evidenced by the rocks of the Atoka formation consisting of river and deltaic sediments, producing rocks dominated by high clay and silica content.

The St. Clair area structure presents nothing different from the regional structural fabric. The units dip east-southwest gently (4 to 5 degrees) toward the Arkoma Basin unless they are very near a structural feature where the dip can reach a magnitude of 40 degrees. In the immediate area south of the operation, the Marble City and the Lyon faults form a southeast truncation for any exposures of the Marble Mountain formation. Both faults trend northeast to southwest. The displacement across the faults is estimated greater than 500 ft. since the Atoka formation is at the surface in the valley on the southeast side of the fault and top of Quarry Mountain (1,300 ft.) on the northwest side of the fault.

No faults have been encountered in the history of mining at St. Clair. The Quarry Mountain ridge is characterized as a low-angle anticline. This anticline trends the same as the regional structures. The mine area is located on the eastern limb. (Ham and Teal, 1943)

6.3Mineralization

High calcium limestones are the product of unique depositional environments only, not by subsurface alteration or enhancement. No subsurface mineralization has occurred to create or enhance the CaCO3 content in this deposit. The CaCO3 content is the product of reef organisms that build their exoskeletons out of CaCO3 derived from the marine environment. The reef area has very limited or no exposure to sources of noncarbonate materials such as clay, silica, iron that would reduce the CaCO3 content.

6.4Stratigraphy and Mineralogy

The Quarry Mountain formation is subdivided into two members. The Upper Marble City member is a clean high purity calcium limestone with a CaCO3 composite consistently above 96.0%. This limestone has been extracted throughout the mine’s history at St. Clair. The Lower Barber member ranges from a dolomitic limestone to dolomite. The OGS marks the division between the two members where the MgCO3 content exceeds ten percent. This use of MgCO3 content is a somewhat arbitrary division. The dolomite content was used for dividing the members because no clear division was defined by lithology and fossil content.

Infrequently in the Marble City member, there are dolomitic lenses and there are lenses of non-magnesium limestone in the Barber. The lenses have a limited lateral extent and St. Clair utilizes appropriate mining practices when these are encountered.

Fig. 6.4-1 are stratigraphic columns for the local area and the St. Clair mine. Fig. 6.4-2 shows a cross-section and index map south of the mine. The section is oriented north and south to the south edge of the mined area. The cross-section only highlights the topography and top and bottom structures of the ore interval.

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Table

Description automatically generated

Page 17 of 56


Diagram

Description automatically generated

Table 6.4 St. Clair Property Stratigraphy

Stratigraphic Unit

Thickness Approximate Range

Primary Lithology

Frisco LST

0 ft. to 8 ft.

Coarse Crystalline Limestone Devonian Age

Marble City Member LST

0 ft. to 160 ft.

Upper Part of Quarry Mountain, pure Bioclastic LST, Silurian Age

Barber Member LST/Dolomite

0 ft. to 80 ft.

Lower Part of Quarry Mountain, Dolomite/LST to Dolomite, Little Insolubles.

Tenkiller LST

0 ft. to 27 ft.

Limestone, Bioclastic, Moderate Insolubles

7Exploration

The database used for the St. Clair geologic model is composed of multiple sources of data types. These sources include core and drill cuttings, measured sections (from OGS), and underground mine production sampling. Minor exploration drilling has been necessary for the past 30 years because of St. Clair’s significant land position. A considerable amount of recent drilling has been near the mine and on St. Clair property.

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7.1Drilling Programs

A summary of drilling projects to date in the local vicinity and on St. Clair property is in Table 7.1-1. These projects include research, exploration, development, and production drilling by diamond and percussion bit methods. Fig. 7.1-1 shows all the St. Clair Drill Holes.

Table 7.1-1 All St. Clair Drilling Projects

Year

Company

Purpose

Summary of Work

Comment

1962

St. Clair Lime

Development

Limited Surface & Production Drilling

4 cores utilized by OGS in the 1965 regional study

1965

OGS

Research, Geologic Study

3 holes drilled regionally, measured sections

OGS Bulletin 105 was published

2000

Wallace Mitchell PG

Resource Extent

Examined ore coverage on entire Property

Drilled 2 holes north end of the leased area and utilized UG face, outcrops, and offset property holes

2004 to Present

O-N Minerals – St. Clair

Development

Mining face QC/QA production drilling sampling

Daily sampling of mine faces to confirm the quality

2005-06

USLM

Acquisition Exploration

Established ore present on the total property (fee and leased)

Drilled 8 holes on north leases and 1 hole on fee to complement the previous data points.

2017

St. Clair

Development and explore full potential of ore thickness

Proved economic ore thickness in the south in front of mine

Drilled 16 holes on fee land southwest of UG mine.

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Graphic

In 1965, the OGS conducted a detailed study on the limestone stratigraphy and lithology at St. Clair which at the time was designated as the St. Clair formation (Amsden TW and Rowland TL, 1965). The study utilized four cores donated from St. Clair Lime Company, three cores from a previous OGS drilling program, cuttings from 17 rotary/cable tool rigs (oilfield), measured sections of surface exposures, and mining faces in the St. Clair mine. The lab work consisted of chemical analysis, insoluble residue, and thin sections of the surface samples and the available cores. Because the limestone at St. Clair had very few outcrops, existing oilfield down-hole logs and drill cuttings were examined in areas where the formation was below the subsurface to confirm regional continuity (not chemical content). The results provided evidence the limestone at the mine was mistakenly identified as the St. Clair formation. It was renamed as the Quarry Mountain formation and divided into two members: the Upper Marble City member and the Lower Barber member. The division was based on the chemical content of the members. The average CaCO3 percent from the Marble City member chemical analysis was 97.6% Two of these cores are beyond the St. Clair area. The oil well cuttings examination revealed the Marble City member is present 40 miles to the west and 30 miles to the south at depths between 1,000 ft. and 2000 ft. This project proved the Marble City member existed over the St. Clair property with reasonable thickness and chemical qualities.

Procedures for the study were as follows:

·

Measured sections followed standard field practices for determining lithology and thickness. Individual samples from beds and channel sampling for chemical analysis were taken from the sections.

·

Cores were sawed lengthwise and a large section was saved and stored. The smaller section was used for examination and analysis. Core recovery was 100%, with a few exceptions.

·

Oil well cuttings were collected and logged at the rig and any well with mislabeled, missing samples, or caving in the crucial interval was omitted. Marble City presence was determined from cuttings and thin sections by comparison to

Page 20 of 56


cores and surface exposures. Down-hole logs supplemented these determinations. Dolomite content by visual assessment of formic acid reaction. Insoluble residue by visual determination after digestion with HCl acid. The OGS author cautions that the results from the cutting analysis represent a lower order of precision than other sample methods.

·

The OGS lab conducted chemical analyses under their standardized procedures. The smaller section of the sawed core was visually examined for lithology and carbonate content (Lemburg staining) determination. Then lithostratigraphic units were subdivided into smaller intervals for chemical analysis. These smaller lots were crushed with a jaw-crusher (1/4 in. size) and split, employing a riffle splitter to a split size of approximately 2 pounds. The split was then ground to -60 mesh. This procedure was utilized so the chemical analysis would represent a continuous channel sample of rocks cored.

·

Two analyses were performed on the prepared core samples: 1) Acid digestion of a sample, then analyzed the soluble part by titration to determine the total calcium and magnesium carbonate content, and the insolubles were reported as a percentage. OGS lab reports the precision of this technique is on the order of 0.1% or better; and 2) complete analysis on composites of smaller lots, weighted samples composed of one gram from each ft., analyzed for LOI, CaCO3, and MgCO3 as above, SiO2, R2O3, Fe2O3, Al2O3, P2O5, K2O, S, trace element analysis by emission spectrochemical analysis using artificial external standards. Analytic reproducibility is accurate (at the time of the study) to be within +/- 10%.

Note: This TRS is focused on the Marble City member of the formation and those results will be presented herein.

The measured sections and surface sampling results from this project are presented in Section 7.3 below.

Page 21 of 56


Table 7.1-2 Drilling Summary of OGS 1965 Study from the Amsden TW and Rowland TL, 1965

Core/Cuttings

    

LST Thickness (ft.)

    

Top Depth (ft.)

    

Average CaCO3 Percentage (%)

OGS 1 Core

34

0

98.0

OGS-2 Core (Barber)

37*

0

22.9*

OGS-3 Core

70

0

97.2

STCL-1 Core

63

22

97.4

STCL-2 Core (Barber)

59*

Above collar

19.3*

STCL-29Z Core

61

26

98.6

STCL-34Y Core

32

42

97.1

Well A-Mabee Cuttings

160

910

No Chemistry

Well B-Burke Cuttings

110

580

No Chemistry

Well C-Ready Cuttings

61

20

No Chemistry

Well D-Cook Cuttings

160 (upper mixed)^

755

No Chemistry

Well E-Cheek Cuttings

135

3,020

No Chemistry

Well F-Snow Cuttings

155

1,030

No Chemistry

Well G-Blake Cuttings

171 (mixed)^

2,209

No Chemistry

Well H-Padgett Cuttings

55# (log top)

905#

No Chemistry

Well I-Dunagan Cuttings

133

2,327

No Chemistry

Well Williamson. Cuttings

50

2,210

No Chemistry

Well K-Walker Cuttings

0

None

No Chemistry

Well L-Bennett. Cuttings

0

None

No Chemistry

Well M-Graham Cuttings

100

4,655

No Chemistry

Well N-Grant Cuttings

0

None

No Chemistry

Well O-Brandon Cuttings

0

None

No Chemistry

Well P-Lackey Cuttings

0

None

No Chemistry

Well Q-Haggard Cuttings

0

None

No Chemistry

Note: * No Marble City present, Barber Analyzed

^ Mixed Samples from 2 units, unclear

# Log top used

In 2000, the mine owner drilled two exploration core holes at the far north end of the St. Clair property (Fig. 7.1). The purpose was to confirm the continuity, thickness, and chemical quality of the Marble City member at the northern end property. The project’s procedure was:

·

A GPS unit surveyed hole locations. Both locations were chosen where the Marble City was close to the surface to limit drilling time.

·

The geologist supervising the project visited nearby hollows and valleys) and confirmed the presence of Marble city outcrops that the 1965 study had examined. Some data were available from holes drilled by a previous owner to the geologist (data not available or lost now).

·

Core size was drilled using a rig with a wireline retrievable core barrel setup. A Cone rock bit was used to drill through overburden until bedrock was encountered.

·

The core was logged at the hole site using routine logging methods; MgCO3 and SiO2 were listed on the log after analysis was completed.

·

The cores were split and then analyzed for CaO, MgO, Al2O3, SiO2. The lab performing the work was not listed. Analysis samples were composited based on lithology.

The results of the hole analysis are presented in Table 7.1-3 below.

Table 7.1-3 Summary of 2000 Exploration Drilling

Property

    

Number of
Holes

    

Average LST Thickness (Ft.)

    

Average CaCO3 Percentage (%)

St. Clair N. Property

2

60

98.1

Note: W. Mitchell Report, 2000 drilling.

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W. Mitchell reported the data from 5 holes about three miles north of the St. Clair mine. The data was incomplete, some holes had logs, and others did not. They all had analysis and four out of the five confirmed continuity and chemical quality of the limestone ore zone. These holes were not part of the drillhole database. This project provided data confirming the lateral continuity and chemical quality of the Marble City member at the far northern extent of the St. Clair property.

In 2005, USLM purchased all the outstanding stock of O-N Minerals (St. Clair) Company from O-N Minerals (Lime) Company, a subsidiary of Oglebay Norton Company. Part of the due diligence was to drill the property to confirm the existence of the ore between the active mine and the northern two 2000 project holes. Because the terrain is very rugged with steep-sided ridges, it was decided to drill a widespread pattern of locations with existing reasonable access. Historical quality and thickness from the mine were used in designing the drilling criteria and pattern. In 2005, the mine had an 8,500 ft. long face forming a 180-degree continuous ore zone exposure. The mine face was used as a continuous drill hole for correlation purposes. The mining had operated continuously for approximately 60 years providing the plant with shot limestone for processing into products with consistent quality. The drilling program consisted of nine core holes; five were drilled on St. Clair property north of the mine and four were drilled nearby the mine. USLM approved the methods and procedures. These protocols for drilling, logging, and sampling cores had been developed over several years as equipment and analyses had changed. The project procedures were:

·

Contract geologists selected core drilling locations with the approval of sites and drilling budget by USLM management.

·

Core drilling was conducted directly under the supervision of contract geologists. All core was logged by SYB Group or an approved USLM contract geologist using a protocol modified from the Shell Sample Examination Manual (Swanson, 1981) that was modified by SYB and approved by USLM.

·

After final selection, hole locations were surveyed by hand GPS (WAAS and GLONASS capable).

·

Immediately upon retrieval, the core was placed on a V-shaped trough. All core pieces were fitted together and labeled with a permanent marker in one-foot intervals.

·

Characteristics related to the suitability of the limestone for the St. Clair plant processing and geology were recorded. These items are stratigraphy, key marker lenses/layers, lithology characteristics, visual identification of ore top and bottom, and structural disturbance.

·

The core from each drill hole was placed into cardboard boxes in two-foot intervals totaling 10 ft. at the drill site. The boxes were labeled with a box number, company information, hole number, core runs, and depths marked on each box. The boxes were then delivered to the St. Clair core processing area. Then they were prepped for transport to the ALC core storage center.

·

The contract geologists were responsible for examining the core and compiling a detailed interval list for XRF analysis. This list was later entered into Excel to build an analysis database. The analysis intervals were chosen on two ft. lengths and intervals of six to ten ft. above and below the lithologically identified ore zone were chosen. This excess was so the top and bottom of the ore could be chemically defined.

·

Once the cores were at the ALC core storage area, the core intervals were diamond sawed into two-thirds to one-third splits. The interval’s one-third split was then bagged in a plastic bag and labeled with the depth interval to be analyzed. The two-thirds split was carefully placed back in the box for reference.

·

The bagged intervals are kept in plastic labeled buckets or boxes in separate groups by the hole and then submitted to the ALC QC/QA lab for XRF analysis. Any portions of samples not destroyed during the testing process are still stored at the ALC core storage facility.

The ALC QC/QA lab performed the XRF analysis on these cores using the USLM lab protocols (discussed in Section 8).

This drilling further substantiated the lateral continuity, consistent vertical thickness, and average CaCO3 quality above 96.0% for the Marble City member ore interval. Holes drilled on the northern properties confirmed the results from the Marble City member’s 2000 hole chemistry and thickness. The four holes drilled nearby the mine agreed with the production chemistry and mining thickness observed in the mine. The chemistry and thickness from drilling and historical data from the mining operation would be used in future mine planning. The results from this project are listed in Table 7.1-4 below:

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Table 7.1-4 Summary of 2005 Exploration Drilling

Property

    

Number of Holes

    

Average LST
Thickness (Ft.)

    

Average CaCO3
Percentage (%)

 

St. Clair N Leased Prop.

5

51

97.7

St. Clair Fee Prop

4

45

98.01

Total

9

48

97.8

Note: From 2006 SYB Group Drilling Report.

Recent acquisitions (2017) by St. Clair southwest of the mine required drilling for resource assessment. Mining face chemistry and thickness again was considered as drill hole data. The project's design and criteria considered the results from two existing holes nearby. The area consisted of a set of elongate north-south trending ridges. The ridges had outcrops on three sides. The hole pattern consisted of 16 holes in a grid pattern of variable spacing to accommodate the topography. Primary objectives for the drilling were: 1) to confirm the ore body presence, extent, consistency; and 2) drill to the bottom of the Quarry Mountain formation since little deep drilling had been done in the past. This project’s protocols and procedures are the same as the 2005 drilling project listed above.

The bottom of the Quarry Mountain formation was drilled in each hole and the vertical extent of the existing ore zone was defined. The Marble City member was present in every hole, but one, and the thickness was consistent with the mining height. The ore thickness was thicker than the mining face height in three holes. The occurrence of small dolomitic limestone pods or lenses in two holes will require production monitoring methods currently being utilized in the mine.

The results of this drilling project are presented in Table 7.1-5.

Table 7.1-5 Summary of 2017 Exploration Drilling

Project

    

Number of Holes

    

Average LST
Thickness (Ft.)

    

Average CaCO3
Percentage (%)

 

St. Clair 2017 Drilling

17

34

97.6

Note: From 2017 SYB Group Drilling Report.

The mine had a production QC/QA program before USLM purchased the operation and was continued with modification to the present day. Complete records for the analytical program have existed since 2004. Records from prior years are incomplete or unlocatable.

This database provides a comprehensive insight into the ore zone’s composition, thickness, and variability over a considerable time span. The program consists of compositing cuttings for one row from the top, middle, and bottom of the face blast hole pattern. Every mining face to be blasted is sampled using this method. This sampling amounts to 40% of the hole pattern. It is estimated that the average number of samples analyzed for production QC per year over the past five years is 490.

St. Clair Procedure for Collecting Drill Cuttings:

·

Drill operator identifies face location. Row (Numerical), Column (Alphabetical), Cardinal Direction (N, E, S, W) (Example 1 A North).

·

Labels collection bags with location and hole location (Top, Middle, Bottom).

·

Driller starts drilling the face.

·

Driller collects floor cuttings across the face from left to right and puts them into a bag labeled bottom (Example 1 A North Bottom).

·

Driller collects middle cuttings across the face from left to right and puts them into a bag labeled middle (Example 1 A North Middle).

·

Driller collects roof cuttings across the face from left to right and puts them into a bag labeled top (Example 1 A North Top).

·

Driller drops off drill cuttings at the lab at the end of shift.

·

The cuttings are then logged in and processed by the lab personnel using USLM protocols (discussed below in section 8.0).

This production data has been used to map chemical trends in the ore deposit to estimate quality ahead of the mining faces and floor. This QC data’s average mine production quality has been above 96.0% CaCO3.

A list of the holes used in the model with the hole name and XY coordinates can be found in Appendix A.

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All holes’ lithology, chemical analysis, and ore interval were plotted as logs. These logs were used to correlate stratigraphy, lithology, and ore zone intercepts. Also, they form a visual catalog of all the hole data. A recent core log is shown below in Fig. 7.1-2.

Chart

Description automatically generated

7.2Surface Mapping and Sampling

In 1943, OGS (Ham et al., 1943) performed a study to define the extent and chemical content of the Marble City member (named St. Clair then) in more detail than previous work. The OGS sampled outcrops and mine faces in and around the St. Clair Lime Company mine. The work identified three chemical zones that matched the three differing lithologies of the member. The results for zone two represent the ore zone in the St. Clair mine. The zone two thickness ranged from 55 to 70 ft. and chemistry was consistently above 96.0 % CaCO3. Some small random lenses of dolomitic stone were sampled, which slightly lowered the CaCO3 content. In all areas sampled, CaCO3 and MgCO3 content were 99 % of zone two limestone. St. Clair zone two CaCO3 content averaged above 96.0%, and Independent Gravel Company quarry (an adjacent operation) CaCO3 averaged above 96.0%. The results of this study documented in detail the high purity of the Marble City member 70 years ago.

The procedures for the study are as follows:

·

Surface samples were taken every inch along a perpendicular line to the dip of the beds. Samples were composited every five ft. or when there was a change in lithology.

·

The OGS lab analyzed samples under the direction of the Survey Chemist.

The 1965 OGS comprehensive study (Amsden and Rowland, 1965) utilized surface examination, fossil collection, and measured sections as part of the project. There is not an entire section exposed at any one of the sites. The authors relied on quarries and mines to supplement the outcrops. The correlation of these partial sections also benefited from the subsurface cores and wells nearby used in the study.

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The surface sampling was limited to fossil collection. This part of the study was directed toward obtaining lithological and stratigraphic information. It is essential because the sampling locations provided evidence on the lateral extent of the Marble City member ore interval. Table 7.2 lists the surface locations where the Marble City member was present and the measured thickness. The distribution of these locations supports the recent drilling proving the Marble City member is consistently present across the entire St. Clair property. The QP has visited some of the nearby locations mentioned in this report to confirm the report findings and observe the ore zone in the outcrop.

Table 7.2 Surface Location Summary of OGS 1965 Study

Location

    

LST Thickness (Ft.)

 

Ch1, SE Cherokee Co.

Top Marble City exposed only

Ch2 SE Shore Tenkiller Lake

Upper Barber exposed

Ch3 SE Town of Barber

No exposure

Ch4 W Town of Qualls

No exposure

Ch5 W town of Qualls

No exposure

Ch6 W Town of Qualls

No exposure

Ch7 NW Town of Qualls

No exposure

S15 Walkingstick Hollow

Top 25 ft. Marble City

S16 Walkingstick Hollow

Top 25 ft. Marble City

S17 N St. Clair Quarry

Top 20 ft. Marble City

S18 St. Clair Quarry Floor

Upper Barber Member

S19 W Payne Hollow

Top 30 ft. Marble City

S20 Indpen. Gravel Quarry

Top 55 ft. Marble City

S21 W Lake Tenkiller Dam

Top 8 ft. Marble City

Ad1 Malloy Hollow

Top 22 ft. Marble City

7.3Hydrogeology Information

The State of Oklahoma does not require hydrogeological studies.

7.4Geotechnical Information

The State of Oklahoma does not require geotechnical studies to be performed. As part of due diligence prior to acquisition, USLM performed a pillar analysis to ensure the pillar dimensions were safe and adequate for the existing mine design.

8Sample Preparation, Analyses, and Security

8.1Sample Preparation and XRF Analysis

The St. Clair plant produces many products which are under strict parameters for chemical and physical quality. The St. Clair lab was established many years ago and was upgraded several times to meet the increasing demands of the customer base. The most significant upgrade was in 2017 when the original O-N Minerals XRF was replaced with a higher quality instrument. In addition, customer quality control labs test St. Clair product shipments frequently.

XRF is one of the primary methods for determining the chemical content of limestone. The St. Clair QC/QA labo has been responsible for conducting XRF analysis on plant products and all limestone samples from stockpiles, belt feed samples, drilling, to hand samples collected for outcrop identification. The five significant oxides are analyzed. CaO is most important because of the plant’s raw limestone requirement above 96.0% CaCO3.

XRF sample preparation, whether hand sample, core, or cuttings, is crushed the entire sample to -10 mesh. The sample is then separated and reduced by a ruffle to 250 grams, drying and pulverizing a representative split to -150 mesh. The samples are analyzed for these oxides CaO, MgO, Fe2O3, Al2O3, and SiO2, following USLM’s XRF analytical method for limestone analysis. The technique involves pressing the powder into a pellet using a wax binder to hold the shape. The analytical procedure and protocol information was provided by St. Clair QC/QA personnel and other information for this section was provided by St. Clair personnel.

8.2 Quality Control/Quality Assurance

The limestone samples are analyzed twice in a run to confirm repeatability. All sample preparation equipment is cleaned after preparing each sample and before the subsequent preparation. The instrument is cleaned and calibrated each year by the manufacturer and is under a service contract. Whenever the device becomes dirty and registers out of calibration or out of specification for the

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standards, a manufacturer service call is made to clean, recalibrate, and repair if necessary. The oxide results of each sample are totaled to determine if the data is within an acceptable error range around 100%. The sample analysis is rerun if the total oxide percentage exceeds acceptable error limits. The rerun is to correct or help define the error issue. Sample preparation and a newly prepped sample usually correct the problem in many cases. The lab has a set of certified limestone standards to cover the content range of the major oxides that can occur in limestones. The appropriate standard is run concurrently with the unknown samples. The standard results are compared run to run to ensure the instrument operates correctly.

USLM has four QC/QA labs among its wholly-owned subsidiaries. These labs can perform many of the same analyses, specifically XRF. At any time one lab goes down or needs verification of analytical (XRF) results, samples can be sent to another lab for continuing analysis of the samples or cross verification.

The St. Clair QC/QA lab is certified by:

·

Highway Departments in Oklahoma, Arkansas, Kansas;

·

The Food and Drug Administration;

·

Underwriters Laboratory; and

·

FAA.

The lab follows procedures and protocols set forth by:

·

ASTM Methods: C-25, 50. 51, 110, 602, 706, 977, 1271;

·

AASHTO Methods: M216-05;

·

AWWA B-202-02;

·

pH 4500 Standard; and

·

USLM Company protocols for testing limestone samples.

The lab utilizes certified limestone samples to verify the accuracy and calibration of its instrumentation. These are:

·

JLS-1;

·

NIST 1D; and

·

China National Analysis Center:

·

NCS DC 70301;

·

NCS DC 70302;

·

NCS DC 70307;

·

NCS DC 70308; and

·

NCS DC 73375.

The security for geological samples is not required compared to the procedures needed for precious metals (gold, silver, etc.). Core or other samples are immediately after drilling or at the end of the current shift taken to the core storage area by the contract geologist, member of the drill crew, or limestone sample collector. They are logged in and processed by St. Clair QC/QA lab personnel. The change of possession is limited to two or three people that can be identified and held accountable for the location of the samples before delivery to the lab. This information was provided by St. Clair QC/QA lab personnel.

8.3Opinion of the Qualified Person on Adequacy of Sample Preparation

The analysis of geologic samples is conducted with the same care as the St. Clair QC/QA testing for the plant’s products. The QP reviewed the preparation and analytical procedure protocols by QC/QA lab personnel and shift workers for proper adherence. The QP’s opinion is that the analytical program and lab provide reasonably accurate data for determining resource estimates.

9Data Verification

9.1Source Material

The QP worked with onsite St. Clair personnel to obtain databases and raw data. There was an ongoing interface with St. Clair personnel while reviewing and verifying the data needed for input into the geologic resource model. For this TRS, the hard copy data was compared with the digital database for correctness and thoroughness. The geologic data from the old drilling programs were validated as reasonably as possible by comparing lithology and depths from nearby recent holes and production data. Chemical results from the older work were compared to recent chemical results from the nearest production data or hole. This comparison was

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necessary to verify using the older data in the model. Recent hole ore intercepts were cross-checked with the appropriate mine data to verify and confirm surveyed collar data and check the ore zone.

The 1965 OGS hole maps with the plotted surveyed locations were georeferenced using Global MapperTM and then digitally overlaid on age-appropriate USGS Quad Geotiff raster maps to verify location, convert to State Plane System, and verify collar elevation.

The core logs from the various drilling projects were reviewed to confirm logging was suitable for the intercept data determination. The original 1965 hole analyses were composited above 96.0% CaCO3 cutoff when possible. If recompositing was not possible, the analytical results had to average above 96.0% cutoff. A local surveyor performed surface surveying of tracts, and each year an underground survey is performed.

The QP met with QC/QA lab personnel to validate that the QC/QA protocol was followed for the geologic samples and reviewed the instrument’s status records. The sources for this data are the St. Clair QC/QA lab, Satterfield Surveyors (surface) and Osburn Surveyors (underground), and contract geologists.

9.2 Opinion of the Qualified Person on Data Adequacy

After contacting St. Clair personnel and subcontractors, reviewing the material, and performing verification processes, the QP is satisfied the drill hole database and chemical analysis data are reasonably valid. The QP’s opinion is that the data utilized has been analyzed and collected appropriately and reasonably and that the data was adequate for the resource interpretation and estimation.

10Mineral Processing and Metallurgical Testing

The Marble City member mined at the St. Clair property is sedimentary without alteration due to metamorphic or igneous geologic processes. The uniqueness and suitability of the raw limestone for making the plant’s products are based on the percent of CaCO3 content in the limestone. There is no metal content in the ore and no need to perform metallurgical testing. Shot limestone from the mine has been supplied to the plant’s primary crusher for decades. The mine does not operate crushing and screening processes, so testing is unnecessary. St. Clair personnel furnished the preceding information.

11Mineral Resource Estimates

11.1Definitions

A mineral resource is an estimate of mineralization by considering relevant factors such as cutoff grade, likely mining dimensions, location, or continuity that, with the assumed and justifiable technical and economic conditions, is likely to, in whole or in part become economically extractable. Mineral resources are categorized based on the level of confidence in the geologic evidence. According to 17 CFR § 229.1301 (2021), the following definitions of mineral resource categories are included for reference:

An inferred mineral resource is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of limited geological evidence and sampling. An inferred mineral resource has the lowest level of geological confidence of all mineral resources, which prevents the application of the modifying factors in a manner useful for the evaluation of economic viability. An inferred mineral resource, therefore, may not be converted to a mineral reserve.

An indicated mineral resource is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of adequate geological evidence and sampling. An indicated mineral resource has a lower level of confidence than the level of confidence of a measured mineral resource and may only be converted to a probable mineral reserve. As used in this subpart, the term adequate geological evidence means evidence that is sufficient to establish geological and grade or quality continuity with reasonable certainty.

A measured mineral resource is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of conclusive geological evidence and sampling. As used in this subpart, the term conclusive geological evidence means evidence that is sufficient to test and confirm geological and grade or quality continuity.

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11.2Key Assumptions, Parameters, and Methods

11.2.1Resource Classification Criteria

Geologic and analytical data from regional and local drilling, subsurface, and surface sampling have proven that the Marble City member has a consistently high CaCO3 content (above 96.0%) and a consistent mining thickness of 30 plus ft. across the entire St. Clair property. These analytical results cover from 1962 to 2021 and are sufficient to establish reasonable certainty of geological presence and grade or quality continuity on the operation’s property. 300 acres (per 2021 UG survey) have been mined since the operation went underground in 1953.

The many years the St. Clair mine has operated in a wide range of economic conditions historically proves the extraction of the deposit to be economical. Geologic confidence is high based on the verified consistent analysis from sampling. Classifying these resources in the indicated and measured categories is appropriate. The indicated category for the northern tracts is appropriate because the chemical data is consistent, the total acreage is large, and drill spacing is widespread. The measured category for the tracts adjacent to the mine is appropriate because the mine’s operations for 65 plus years extracting limestone from hundreds of acres coupled with the existing core hole results provide high confidence in the resource model for this acreage.

11.2.2Market Price

A reasonable market survey for industrial mineral prices is conducted by the USGS each year. The publication is titled “USGS Mineral Commodity Summaries 2021.” Their database is comprised of sources from the entire United States. The study considers such material issues as regional price differences, weather effects, production issues, and decreased demand from downstream users. For 2020, USGS reported an average value price per metric ton of $12.19, which converts to $11.05 per short ton for crushed limestone. St. Clair mine’s only product is crushed limestone and is the sole supplier to the St. Clair plant.

11.2.3Fixed Cutoff Grade

The St. Clair mine supplies shot limestone to the plant’s primary crusher that is further processed by the St. Clair plant for products to sell to end-user markets. The plant must be provided with a limestone source above an average CaCO3 threshold for customer needs. No matter the product, the raw limestone must exceed a minimum average content above 96.0% CaCO3. This percentage is considered a fixed cutoff grade because the percentage does not vary for the current plant products. The average percent of CaCO3 can be higher but not lower to meet the quality requirement of the plant. Mining limestone with a significantly higher average CaCO3 percentage results in the deposit being high-graded which shortens the mine’s life. Lowering the grade is unacceptable for the plant.

A primary XRF analysis quality control check is to total all the oxide percentages to determine how close the analysis total is to 100%. CaO is the primary oxide of the sample analyzed and the remainder is comprised of MgO, Fe2O3, Al2O3, and SiO2 (refer to Section 8).

Since the mine operates on a fixed cutoff grade, there are no specific economic criteria for changing the cutoff grade. The fixed cutoff grade determines the mining thickness. In underground mines, this can be an issue for various reasons. Any cost factors that increase the mining cost of limestone at this fixed grade would be offset by appropriate downstream price increases in the St. Clair plant’s products.

11.2.4Summary of Parameters

Primary modifying factors are fixed cutoff grade, the final underground mine layout, and property line offset. Key assumptions and parameters applied to estimate mineral resources are in Table 11.2.4.

Table 11.2.4 Resource Parameter Assumptions

Modifying Factor

    

Parameter

 

Fixed Grade Cutoff

Above 96.0% CaCO3

Estimated Final UG Mine Layout

Final Underground Mine Outline

Mining Thickness

Height Suitable for Mining and Use of Equipment

Property Offset

800 ft. contour with 20 ft. property offset

Mineability

Reasonably Expected to be Feasible to Mine

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11.3Resource Model

Once the database had been updated, a final data entry check was performed. Table 11.3 lists the drill holes and the samples used in the model data base.

The mine is surveyed every year to document the mining face advance during the year. Surveyed elevation points are advanced in the mine as needed. The existing mine map is updated with the newly surveyed mining face and oriented to the mapping grid. The current underground survey dated January 7, 2022, was used for the underground mine limits for the TRS resource estimate. The new underground survey and most recent USGS Light Detection and Ranging topography were edited using Global MapperTM software to reduce file size and crop to the resource area. The existing coordinate system was State Plane NAD 83 ft. and was not changed.

The ore body consists of a horizontal single limestone bed defined by top and bottom surfaces. The top and the bottom ore intercepts were from total ore interval composites. The average CaCO3 content above the 96.0% cutoff or higher was used to determine the ore interval in each hole. If any hole’s composite were below 96.0% CaCO3, that area would be excluded from the resource estimate. This situation did not occur. In many holes, the thickness of ore grade limestone was thicker than the current mining interval. The larger thickness was noted but the current mining thickness was used to pick ore intercepts in the hole regardless of the total ore grade thickness. Next, the hole intercepts were utilized to produce top and bottom three-dimensional structural surfaces.

The method chosen to model the ore structures was gridding using SURFERTM software and gridded by Kriging was selected from eleven other algorithms. The selection process involved four steps:

·

Rough hand contour data for trend and structure preview for comparison;

·

Run gridding script with basic inputs to compare 12 gridding methods rough maps with hand contoured map;

·

Select appropriate grid methods after comparison, then refine with specific inputs to further the selection process; and

·

Run a residual test to select which grid method specifically honors the ore intercepts and approximates the hand contouring.

Contour structure maps of the ore top and bottom were created and utilized in Geovia SurpacTM as vertical boundary surfaces to develop an ore block model. These structural surfaces were then truncated against the current topography to account for erosional effects. This truncation was necessary because the ore bed position was not located in the valley subsurface. The outline of the St. Clair property was then used to define the gross boundary of the resource areas. The 800 ft. elevation as the mining limit for the resource was chosen.

Next, ore isochore (thickness) and overburden isochore maps were constructed. These maps were compared to the Surpac block model to determine conformity and validate the block model limits. Fig 11.3 is a map of the resource area ore thickness.

The block model was then utilized to update the mine design and aid mine planning. The revised mine design determined the limits for defining the outer boundary for resource estimation.

The resource volume and tonnage were estimated using Surpac software. After surfaces of the ore top and bottom were imported into Surpac (DXF files), Digital Terrain Model surfaces were created using the imported surface files. The same topography and underground survey were imported into Surpac. Blocks were coded above the ore bottom surface and below the top ore surface. The blocks were 20 ft. northing by 20 ft. easting and 2 ft. thick. The blocks were coded within the resource boundaries for each area. Future mine areas were designed using a pillar design of 30 ft. by 30 ft. with 50 ft. rooms. The boundary limits of mining were developed with a combination of property lines inside the 800 ft. contour and the 800 ft. contour when the boundary was inside the property line. A property offset of 20 ft. was applied when the property lines were used.

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Diagram

Description automatically generated

Table 11.3 Summary of Drill Hole Database for the Model

Data Type

    

Number of Records

 

Total Holes

35

Lithology

35

Chemical Analyses(Includes Mine Faces)

48

Hole Composites

35

Holes Not on St. Clair Property

4

11.4Mineral Resources

11.4.1Estimate of Mineral Resources

Resources for this deposit were estimated as in-place volumes and tonnages. The estimate of measured, indicated, and inferred mineral in-place limestone resources for the St. Clair operation effective December 31, 2021, as estimated from applying the resource parameters to the geologic model, are in Table 11.4-1.

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Table 11.4.1. U.S. Lime Company – St. Clair – Summary of Limestone Mineral Resources as of December 31, 2021,

Based On $11.05 Crushed Limestone 1, 2

Resource Category

    

In Place
(tons)

    

Cutoff Grade
(% X)

    

Processing Recovery
(%)
3

 

Measured Mineral Resources

36,648,000

Above 96.0 (CaCO3)

N/A

Indicated Mineral Resources

129,747,000

Above 96.0 (CaCO3)

N/A

Total Measured and Indicated

166,395,000

Above 96.0 (CaCO3)

N/A

Notes: 1 Price Source from USGS Mineral Commodity Summaries 2021.

2 Shot limestone delivered to the primary crusher.

3 N/A: Not Applicable because estimated resources are in place.

11.4.2Geologic Confidence and Uncertainty

The samples in the database have been verified and there is a high degree of geologic confidence in the database. Theore composite analysis results were constantly above the 96.0% CaCO3 cutoff. The Marble City member is a tabular, medium bedded limestone. For many decades, the St. Clair mining operation has produced crushed limestone meeting or surpassing the quality limits required by the plant during its entire operational history.

The continuity and quality consistency has been documented by widespread local production and drilling results on the property. Because of those results and the fact that the production quality is constantly above the CaCO3 cutoff for the deposit, there is high confidence in the definition of the ore zone limits.

11.5Opinion of the Qualified Person

There are no significant factors onsite that will impact the extraction of this ore body. Most directly involve the St. Clair plant and not the mine. After reviewing the resource model, the QP is confident that drilling the property above the Marble City outcrop would yield ore quality limestone. The QP is also confident that St. Clair will continue to economically extract limestone above the quality cutoff for the foreseeable future.

The QP’s opinion is that the following technical and economic factors could influence the economic extraction of the resource, but the St. Clair plant insulates most of them from the mine. Although, if lime production becomes unfeasible, the St. Clair plant would no longer require limestone from the St. Clair mine to produce lime.

·

Regional supply and demand Due to the shipping cost of lime, sales are limited to a regional footprint at the plant. The plant is insulated from global import and export market changes, as sales are domestic and regional.

·

Fuel cost mining equipment are major diesel consumers at the St. Clair mine. As diesel prices rise, the price per ton of production also rises and will need to be offset by increases in the plants product prices.

·

Skilled labor This site is located near three metropolitan areas (Sallisaw, Oklahoma, Ft. Smith, Arkansas, Tulsa, Oklahoma).

·

Environmental Matters:

·

Federal or State regulations/legislation regarding greenhouse gas emission

·

Air and water quality standards

12Mineral Reserve Estimates

Mineral resources were converted to reserves using a 81% recovery factor. The limits of underground mining were assumed to be the 800 ft. elevation contour around the mine. The limestone is mined using the room and pillar method. An average of 14% of the limestone is left in the mine as pillars. An estimated 5% of the remaining ore after the pillars is lost to the roof, floor, and to dust and spillage. The limestone below the targeted mine floor in places is slightly lower quality. It is blended with higher-grade ore to meet the fixed cutoff when encountered. Dilution volume is minimal and not estimated.

12.1Definitions

Mineral reserve is an estimate of tonnage and grade or quality of indicated and measured mineral resources that, in the opinion of the qualified person, can be the basis of an economically viable project. More specifically, it is the economically mineable part of a measured or indicated mineral resource, which includes diluting materials and allowances for losses that may occur when the material is mined or extracted (Dorsey, 2019).

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Probable mineral reserve is the economically mineable part of an indicated and, in some cases, a measured mineral resource.  For a probable mineral reserve, the qualified person’s confidence in the results obtained from the application of the modifying factors and in the estimates of tonnage and grade or quality is lower than what is sufficient for a classification as a proven mineral reserve, but is still sufficient to demonstrate that, at the time of reporting, extraction of the mineral reserve is economically viable under reasonable investment and market assumptions (Dorsey, 2019).

Proven mineral reserve is the economically mineable part of a measured mineral resource.  For a proven mineral reserve, the qualified person has a high degree of confidence in the results obtained from the application of the modifying factors and in the estimates of tonnage and grade or quality. Proven mineral reserve is the economically mineable part of a measured mineral resource and can only result from conversion of a measured mineral resource (Dorsey, 2019).

12.2Price

The St. Clair mine is the sole supplier of crushed limestone to the St. Clair plant. A reasonable market survey for industrial mineral prices is conducted by the USGS each year. The publication is titled “USGS Mineral Commodity Summaries 2021.” Their database comprises sources from the entire United States and considers such material issues as regional price difference, weather effects, production issues, and decreased demand from downstream users. As stated in Section 11.2.2, USGS reports average crushed limestone value price of $12.19 per metric ton, which converts to $11.05 per short ton.

12.3Costs

Annual sustaining capital costs were estimated using prior-year capital expenditures and St. Clair’s 2022 capital budget. Capital expenditures for major mobile equipment replacements were estimated using information from vendors. Limestone mining costs for St. Clair were estimated using historical data and its 2022 budget.

12.4 Reserve Estimates

Table 12.4 U.S. Lime Company –St. Clair – Summary of Limestone Mineral Reserves as of December 31, 2021,

Based On $11.05 Crushed Limestone 1, 2

Reserve Category

    

Extractable
(tons)

    

Cutoff Grade
(% X)

    

Mining Recovery
(%)

 

Probable Reserves

0

Above 96.0 (CaCO3)

81.0

Proven Reserves

23,387,000

Above 96.0 (CaCO3)

81.0

Total Probable and Proven

23,387,000

Above 96.0 (CaCO3)

81.0

Notes: 1 Price Source from USGS Mineral Commodity Summaries 2021.

2 Shot limestone delivered to the primary crusher.

12.5 Opinion of the Qualified Person

St. Clair has successfully mined this resource for many years using the same methods that are projected into the future. Significant increases in the cost of mining coupled with large decreases in the selling price of limestone would make mining uneconomic. Historically, St. Clair has increased sales prices in line with cost increases. The limestone is consistent across the reserve area and allows for stable operating requirements from year to year.

13Mining Methods

13.1Geotechnical and Hydrologic Considerations

Currently, the State of Oklahoma does not require geotechnical or hydrology modeling in mining operations. The only geotechnical aspect considered was determining if the room and pillar design was appropriate for the mining height (St. Clair Internal Report, 2006).

The only investigation into hydrologic conditions was to determine the water table height so that a suitable plan was put into action to pump water from the mine.

13.2Mine Operating Parameters

The mine currently averages an annual production rate of approximately 425,000 tons per year. The current expected mine life at the average rate stated is approximately 55 years.

Page 33 of 56


The St. Clair mine has a natural draft throughout. The natural draft is adequate for the equipment fleet. Air quality testing is performed using a multi-gas detector and a sampling pump used for diesel particulate content analyzed by an outside lab. Typical air quality readings in the mine meet regulatory standards. Testing is done daily by St. Clair mine personnel and a minimum of twice a year by external entities during their regular yearly inspections.

Figure 13.2 reflects a current estimate of the final mine limits.

Diagram  Description automatically generated

13.3Mining Plan

The mining method used at the St. Clair mine is room and pillar. The pillars are 30 ft. by 30 ft. The room is 50 ft. wide. A horizontal drill performs drilling with typical holes that are 18 ft. long and 2.5 inches in diameter. The typical blast pattern is 60 holes in a V-cut. A front-end loader and three haul trucks transport the limestone out of the mine. Any unusable limestone encountered is moved a short distance to an area outside the mine.

Mining operations at the St. Clair Property are straightforward and relatively simple. Limestone is mined with pillars left in place to stabilize the mine workings. Limestone is hauled to the primary crusher near the mine portal. Mining operations are a repeated cycle of drilling, blasting, scaling, followed by loading and haulage of the limestone. St. Clair performs the drilling and blasting. The mine completes the load and haul operations using front-end loaders and haul trucks with a small ancillary equipment fleet, including a scaler and a grader.

13.4Mine Plant, Equipment, and Personnel

The mining equipment fleet consists of three haul trucks and a loader. A horizontal drill does the drilling with 18 ft. holes. Ancillary mobile equipment includes an Anfo truck, a grader, a scaler, a maintenance truck, and light vehicles. Equipment necessary for mining operations includes water pumps. The mine operates 3 to 6 days per week depending on demand from the plant and maintenance requirements. Operating personnel consist of skilled operators and a mine manager supervising the operations. The St. Clair plant personnel and equipment are not discussed because the mining operations end at the plant’s primary crusher for this TRS.

Page 34 of 56


14Processing and Recovery Methods

14.1Process Plant and Description

This section does not apply to the report because the mine delivers shot limestone to the St. Clair primary crusher, where the plant processes the limestone into various products. Crusher Flow Sheet was not included in the report because we only consider mined limestone delivered to the plant’s primary crusher.

14.2Plant Throughput and Design

This section does not apply to the report because the mine is the sole limestone supplier to the plant’s primary crusher.

14.3 Plant Operational Requirements

This section does not apply to the report because the mine is the sole limestone supplier to the plant’s primary crusher.

14.4Application of Novel or Unproven Technology

Mining operations at the site follow standard underground methods. There has not been any application of novel or unproven technologies or techniques.

15Infrastructure

The St. Clair property is accessible by a paved state highway and rail. The mine operation is accessed by a gravel haul road maintained by the mine personnel. The mine site is a land-locked location with no port facilities access. A rail spur is located on plant property connected to the Kansas City Southern Railway. The mine shares an office and maintenance shop with the plant. The mine has its mobile equipment maintenance shop located in the underground mine. Three-phase electric power is provided to the site via above-ground utility lines. A water source is available but not utilized by the mine. A water supply is from the county system but bottled water is supplied for drinking. The plant pumps water from the mine for water needs. Load-out to the primary crusher is on the plant property. The shot limestone stockpiles are on the plant property. Fig. 15.1 shows an aerial photo of the mine area and significant infrastructure features.

Map

Description automatically generated

Page 35 of 56


16Market Studies

16.1 Market Outlook and Forecast

Demand for limestone produced at the St. Clair mine is solely for St. Clair’s lime and limestone production facilities next to the mine which has been in existence for over 80 years. Lime kilns have been in existence at the current St. Clair lime and limestone production facilities since 1964. Its lime and limestone products are delivered to its geographic market areas by either truck or rail.

Demand for limestone for the St. Clair lime and limestone production facilities has averaged approximately 425,000 tons per year over the previous five years. Primary demand for lime and limestone products from St. Clair’s operations is from stable markets including the construction industry, steel manufacturers, paper and glass manufacturers, municipal sanitation and water treatment facilities, roof shingle manufacturers, and poultry and cattle feed. Current market conditions for these customers should result in continued steady demand for lime and limestone products in St. Clair’s market areas for the foreseeable future.

16.2 Material Contracts

The St. Clair mine is the sole provider of limestone to St. Clair’s lime and limestone production facilities. There are no material contracts with outside purchasers.

17Environmental Studies, Permitting, and Plans, Negotiations, or Agreements with Local Individuals or Groups

17.1 Environmental Studies and Permitting Requirements

The State of Oklahoma Department of Environmental Quality (“ODEQ”) has environmental laws that regulate air and water resources. The ODEQ regulates the surface and mine water in the mine and around the proposed reclamation area. The Oklahoma Department of Mines (“ODOM”) regulates the mining and reclamation of mines. The environmental and mining permit information is provided in Table 17.1.

Table 17.1 Mining and Environmental Permits

Permit Number

    

Issuer

    

Purpose

    

Expiration Date

    

Status

 

L.E. – 1451-B

ODOM

Permit to Mine and Reclamation

11-30-2045

Active

OK0034401

ODEQ

Permit ponds and stormwater runoff

7-21-2025

Active

The permit for ponds and stormwater runoff covers weather-related discharge throughout St. Clair’s operations, including the mine areas.

17.2 Overburden, Site Monitoring, and Water Management

At St. Clair, the mine is underground and no overburden is disturbed in the mining process. As a result, there are no overburden piles or need to manage stripped materials.

Stormwater and springwater percolates into the mine and management is predominantly without discharging. However, during years of excessive precipitation, the increase in mine water is allowed to be discharged via the ODEQ permit listed above.

There are no automated onsite monitors in or around the mine property. The only air quality monitoring is in accordance with regulatory agencies to determine the quality of air in the mine. All mine water discharge is sampled by the mine personnel and tested in the plant lab. The monitoring and reporting are conducted under regulations promulgated by the agencies.

17.3 Post-Mining Land Use and Reclamation

The State of Oklahoma has laws and regulations pertaining to reclamation for mineral resources, including limestone. The State requires a mining permit which includes a reclamation plan to operate limestone mines. The ODOM has regular oversight of the mine and reclamation and requires bonding for future reclamation. The ODOM permit information associated with the mine is listed in Table 17.1.

Page 36 of 56


The current reclamation plan for the underground mine, required by the state, covers the entire operation with sections specific to each area. The following is a summary of the state requirements pertaining to the mine property only.

·

Land over the mine is utilized for forest and agriculture and this usage is expected to be retained after mine closure. Therefore, openings and entrances will be permanently sealed.

·

Haul roads to the primary crusher will be graded, disked, and prepared for seeding.

·

Topsoil initially removed will be distributed over the mined area. The highwall slopes will be addressed and berms put in place to prevent accidental entry if any open pit mining occurs. Any areas where benching remains will have appropriate access restrictions.

·

Final soil distribution and revegetation are to be conducted according to the procedure outlined in the permit plan.

The projected estimated life of the mine is 55 years. The operation is considered a tangible, long-lived asset. St. Clair has reasonably projected reclamation and remediation costs as asset retirement obligations reported annually in the USLM’s annual report on Form 10K (USLM’s 2021 Form 10K to which this TRS is attached as an exhibit).

17.4 Local or Community Engagement and Agreements

The operation has developed relationships over the years with various neighboring communities, including the small community of Marble City.

17.5 Opinion of the Qualified Person

Oklahoma is a heavily regulated State of environmental laws and regulations and has numerous permits that require ongoing compliance and oversight from the State agencies. All permits require constant reporting and oversight from the State mining and environmental agencies. St. Clair and USLM personnel are well trained and stay up-to-date on all mining and environmental regulations. In the QP’s opinion, there are no current or outstanding issues in environmental governance.

18Capital and Operating Costs

St. Clair mine has been a stable producer of limestone using the current equipment fleet and operating parameters for many years. This operating history and its 2022 budget were used to estimate the unit costs for limestone mining and annual sustaining capital expenditures.

18.1Capital Costs

Table 18.1 Capital Costs

Capital Cost Estimate

    

Cost

Annual Maintenance of Operations

$500,000

18.2Operating Costs

Table 18.2 Operating Costs

Operating Cost Estimate

    

Cost

 

Limestone Mining Cost Per Ton

$4.79

19Economic Analysis

The block model estimated limestone ore volumes for each reserve area. Limestone volumes are converted to tons for cost and revenue estimation using a density factor of 168 pounds per cubic foot.

The ore thickness is generally uniform in each area. The current mining method and equipment are suitable for all reserve areas.

19.1Key Parameters and Assumptions

The discount rate used in the economic analysis is 1.09%. This rate is St. Clair’s incremental borrowing cost. Per the current debt agreement and St. Clair’s current leverage ratio, our borrowing rate is 1.09% (calculated from the November 2021 LIBOR of 0.09%).

Page 37 of 56


The tax was estimated using St. Clair’s current effective income tax rate calculated on September 30, 2021. In reviewing the September 30, 2021 tax provision, the effective tax contained no material non-recurring permanent items that would influence the rate, so it is considered not applicable to future periods. Demand for limestone is projected to be approximately 425,000 tons per year for the life of the mine. The sales price per ton is estimated using the USGS Mineral Commodity Summaries 2021. Depreciation was estimated using existing assets and the approved items in the 2022 budget. The later years’ depreciations are calculated using the capital budget forecast and the asset life with a mid-year convention.

19.2Economic Viability

St. Clair has positive cash flow, and the current mine plan does not require a significant capital expenditure; therefore, payback and return on investment calculations are irrelevant. NPV of the life of mine plan is $68.1 million. The annual cash flows are in Appendix B.

19.3Sensitivity Analysis

Sensitivity analysis was performed on the discount rate, mining costs, St. Clair mining costs, and limestone price.

Table 19.3-1 Sensitivity Analysis: Varying Discount Rate

Discount Rate

    

NPV
(thousands)

 

0.0%

$94,588

1%

$72,544

2%

$57,137

5%

$32,124

10%

$17,149

15%

$11,482

20%

$8,611

Graphic

Table 19.3-2 Sensitivity Analysis: Varying Limestone Mining Costs

Limestone Mining Costs Per Ton

    

NPV
(thousands)

 

$4.79

$71,111

$5.79

$57,455

$6.79

$43,799

$7.79

$30,142

$8.79

$16,486

Page 38 of 56


Graphic

Table 19.3-3 Sensitivity Analysis: Selling Price Change

Selling Price Change (%)

    

NPV
(thousands)

 

-20%

$40,188

-10%

$55,650

0%

$71,111

10%

$86,572

20%

$102,033

Graphic

20Adjacent Properties

Geologic information from adjacent properties was limited to that performed by the OGS. This material consisted of core holes, sampled surface locations, and oil wells drilled nearby. The information is public domain. It was utilized primarily as evidence of lateral continuity and extent and quality if the chemical analysis was available. The core holes in the OGS study were used in the geologic model.

21Other Relevant Data and Information

All data relevant to the supporting studies and estimates of mineral resources and reserves have been included in the sections of this TRS. No additional information or explanation is necessary to make this TRS understandable and not misleading.

Page 39 of 56


22Interpretation and Conclusions

22.1 Interpretations and Conclusions

Geologically, the deposit is a simple tabular, single bed limestone deposit with minor structure in the proven reserve areas and a shallow dip angle. The formation has been proven by local, detailed sampling, and drilling in and around the mine that the quality and thickness are very consistent. Because of this simple geology, the mining method is straightforward and consists of uncomplicated underground mining.

The mine operation has been modernized since USLM acquired St. Clair in 2005, which has allowed it to optimize mining. St. Clair has been in operation for many decades during varying economic and market conditions, and the St. Clair plant has maintained a steady market share. The economic analysis and amount of Mineral Resources and Proven Reserves indicate the operation reasonably has approximately 55 years of estimated mine life at current production levels.

22.2 Risks and Uncertainties

Internal to the mining operation, risks and uncertainties are minimal because of the uncomplicated geology and the employment of a standard mining method. Governmental, legal, and regulatory risks, such as greenhouse gases, could adversely affect the markets the St. Clair operation supplies.

23Recommendations

The mine has operated for many years under the current mining practices. The quality control practices have helped to optimize the thickness and quality of the ore zone over the period of operation. The QP recommends that ground water could be better controlled at the mine face with an improved configuration of the floor.

24References

AcreValue.com. 2021. {Accessed 2021}.https://www.acrevalue.com/map/?lat=40.628229&lng=-90.5&zoom=4 Abbey R. 2009. Manual of Surveying Instructions for the Survey of the Public Lands of the United States. BLM. 515 pgs.

Amsden TW and Rowland TL. 1965. Silurian Stratigraphy of Northeastern Oklahoma, OGS Bull. 105. Pgs. 195 Bestplaces.com. 2021. Marble City, Oklahoma Weather. [Accessed 2021]. www.bestplaces.net/climate

Digitalprairie.com. 2021. Oklahoma Geography: Physiographic Regions. QKA. Pg. 996.[accessed 2021] https://digitalprairie.ok.gov/digital/api/collection/almanacs/id/47773/download

Dorsey. 2019. How will the new rules affect the definitions of mineral reserves, probable mineral reserves, and proven mineral reserves? [Accessed 2020]

GoogleMaps.com. 2021. Sequoyah Oklahoma Road Map. [Accessed 2021] https://www.google.com/maps/place/Sequoyah+County,+OK/@35.464973,-94.9216917,11z/data=!3m1!4b1!4m5!3m4!1s0x87ca14b25955be37:0xbf93173495ff0ef0!8m2!3d35.5155322!4d-94.7691586

Ham et al. 1943. Geology and Mineral Composition of St. Clair Limestone near Marble City, Oklahoma. OGS MR #16. Pgs. 17

Huffman GG, 1958. Geology of the Flanks of the Ozark Uplift, Northeastern Oklahoma. OGS Bull. 77. Pgs. 292

Population.com. 2021. Sequoyah County, Oklahoma, City Populations. [Accessed 2021]. www.population.com

Rafferty M. 1988. Ozarks as a Region: A geographer’s description. OW. V1. #4.

Snider LC. 1915. Geology of a Portion of Northeastern Oklahoma. OGS Bull. 24. Pgs.71.

St. Clair Staff. 2006 Pillar Study Internal Report. St. Clair. Pgs. 10

Swanson RG. 1981. Shell Sample Examination Manual. MIES1. AAPG. 102 pgs.

USLM. 2005 Property Records, Executive Summary. Company Internal Report. Pgs. 23

US Geological Survey. 2021. MapView Website. [Accessed 2021]. https://ngmdb.usgs.gov/mapview/?center=-97,39.6&zoom=4.

Page 40 of 56


US Geological Survey. 2021. Mineral Commodity Summaries 2021. Stone (Crushed). pg. 154. USGS. 200 pgs.

US Geological Survey. 2021. MapView Website. [Accessed 2021]. https://ngmdb.usgs.gov/mapview/?center=-97,39.6&zoom=4.

25Reliance on Information Provided by the Registrant

The QP has relied upon information and data from St. Clair and USLM personnel and historical records in completing this TRS. This material included written reports and statements of other individuals and companies with whom it does business. The material also includes permits, licenses, historical exploration data, production records, equipment lists, geologic and ore body resource and reserve information, mine modeling data, financial data and summaries, mine equipment specifications and summaries, records, and equipment lists. This material has been relied upon in the mine planning, capital and cost planning, and audited. The St. Clair mine engineer assisted the QP in reviewing these materials and performed the final reserve modeling and economic analysis under the direction of the QP. The QP believes that the assumptions were factual and accurate and that the interpretations were reasonable. There is no reason to believe that any material facts have been withheld or misstated. In his professional judgment, the QP has taken all appropriate steps to ensure that the information or advice from St. Clair and USLM personnel and records and outside entities are accurate. The QP does not disclaim any responsibility for this Technical Report Summary.

Page 41 of 56


Appendix A: List of Data included in the Geologic Model

Graphic

Page 42 of 56


Appendix B: Annual Cash Flow Analysis

St. Clair – Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

Discount Factor 1.09%

NPV $71,111

  

2022

2023

2024

2025

2026

2027

Tons Limestone Sold

425

425

425

425

425

425

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

4,696

$

4,696

$

4,696

$

4,696

$

4,696

$

4,696

-Operating Costs

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

-Depreciation

$

(443)

$

(461)

$

(459)

$

(492)

$

(456)

$

(472)

Taxable Income

$

2,217

$

2,200

$

2,201

$

2,169

$

2,204

$

2,188

-Tax

$

(446)

$

(442)

$

(442)

$

(436)

$

(443)

$

(440)

+Depreciation

$

443

$

461

$

459

$

492

$

456

$

472

-Capital Expenses

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

Free Cash Flow

$

1,715

$

1,718

$

1,718

$

1,725

$

1,717

$

1,721

St. Clair – Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2028

2029

2030

2031

2032

2033

Tons Limestone Sold

425

425

425

425

425

425

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

4,696

$

4,696

$

4,696

$

4,696

$

4,696

$

4,696

-Operating Costs

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

-Depreciation

$

(544)

$

(544)

$

(544)

$

(500)

$

(500)

$

(500)

Taxable Income

$

2,117

$

2,117

$

2,117

$

2,160

$

2,160

$

2,160

-Tax

$

(425)

$

(425)

$

(425)

$

(434)

$

(434)

$

(434)

+Depreciation

$

544

$

544

$

544

$

500

$

500

$

500

-Capital Expenses

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

Free Cash Flow

$

1,735

$

1,735

$

1,735

$

1,726

$

1,726

$

1,726

St. Clair – Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2034

2035

2036

2037

2038

2039

Tons Limestone Sold

425

425

425

425

425

425

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

4,696

$

4,696

$

4,696

$

4,696

$

4,696

$

4,696

-Operating Costs

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

-Depreciation

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

Taxable Income

$

2,160

$

2,160

$

2,160

$

2,160

$

2,160

$

2,160

-Tax

$

(434)

$

(434)

$

(434)

$

(434)

$

(434)

$

(434)

+Depreciation

$

500

$

500

$

500

$

500

$

500

$

500

-Capital Expenses

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

Free Cash Flow

$

1,726

$

1,726

$

1,726

$

1,726

$

1,726

$

1,726

Page 43 of 56


St. Clair – Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

In Thousands

2040

2041

2042

2043

2044

2045

Tons Limestone Sold

425

425

425

425

425

425

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

4,696

$

4,696

$

4,696

$

4,696

$

4,696

$

4,696

-Operating Costs

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

-Depreciation

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

Taxable Income

$

2,160

$

2,160

$

2,160

$

2,160

$

2,160

$

2,160

-Tax

$

(434)

$

(434)

$

(434)

$

(434)

$

(434)

$

(434)

+Depreciation

$

500

$

500

$

500

$

500

$

500

$

500

-Capital Expenses

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

Free Cash Flow

$

1,726

$

1,726

$

1,726

$

1,726

$

1,726

$

1,726

St. Clair – Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

In Thousands

2046

2047

2048

2049

2050

2051

Tons Limestone Sold

425

425

425

425

425

425

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

4,696

$

4,696

$

4,696

$

4,696

$

4,696

$

4,696

-Operating Costs

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

-Depreciation

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

Taxable Income

$

2,160

$

2,160

$

2,160

$

2,160

$

2,160

$

2,160

-Tax

$

(434)

$

(434)

$

(434)

$

(434)

$

(434)

$

(434)

+Depreciation

$

500

$

500

$

500

$

500

$

500

$

500

-Capital Expenses

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

Free Cash Flow

$

1,726

$

1,726

$

1,726

$

1,726

$

1,726

$

1,726

St. Clair – Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

In Thousands

2052

2053

2054

2055

2056

2057

Tons Limestone Sold

425

425

425

425

425

425

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

4,696

$

4,696

$

4,696

$

4,696

$

4,696

$

4,696

-Operating Costs

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

-Depreciation

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

Taxable Income

$

2,160

$

2,160

$

2,160

$

2,160

$

2,160

$

2,160

-Tax

$

(434)

$

(434)

$

(434)

$

(434)

$

(434)

$

(434)

+Depreciation

$

500

$

500

$

500

$

500

$

500

$

500

-Capital Expenses

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

Free Cash Flow

$

1,726

$

1,726

$

1,726

$

1,726

$

1,726

$

1,726

St. Clair – Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

In Thousands

2058

2059

2060

2061

2062

2063

Tons Limestone Sold

425

425

425

425

425

425

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

4,696

$

4,696

$

4,696

$

4,696

$

4,696

$

4,696

-Operating Costs

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

-Depreciation

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

Taxable Income

$

2,160

$

2,160

$

2,160

$

2,160

$

2,160

$

2,160

-Tax

$

(434)

$

(434)

$

(434)

$

(434)

$

(434)

$

(434)

+Depreciation

$

500

$

500

$

500

$

500

$

500

$

500

-Capital Expenses

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

Free Cash Flow

$

1,726

$

1,726

$

1,726

$

1,726

$

1,726

$

1,726

Page 44 of 56


St. Clair – Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2064

2065

2066

2067

2068

2069

Tons Limestone Sold

425

425

425

425

425

425

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

4,696

$

4,696

$

4,696

$

4,696

$

4,696

$

4,696

-Operating Costs

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

-Depreciation

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

Taxable Income

$

2,160

$

2,160

$

2,160

$

2,160

$

2,160

$

2,160

-Tax

$

(434)

$

(434)

$

(434)

$

(434)

$

(434)

$

(434)

+Depreciation

$

500

$

500

$

500

$

500

$

500

$

500

-Capital Expenses

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

Free Cash Flow

$

1,726

$

1,726

$

1,726

$

1,726

$

1,726

$

1,726

St. Clair – Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2070

2071

2072

2073

2074

2075

Tons Limestone Sold

425

425

425

425

425

425

Sales Price/Ton

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

$

11.05

Revenue

$

4,696

$

4,696

$

4,696

$

4,696

$

4,696

$

4,696

-Operating Costs

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

$

(2,036)

-Depreciation

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

Taxable Income

$

2,160

$

2,160

$

2,160

$

2,160

$

2,160

$

2,160

-Tax

$

(434)

$

(434)

$

(434)

$

(434)

$

(434)

$

(434)

+Depreciation

$

500

$

500

$

500

$

500

$

500

$

500

-Capital Expenses

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

$

(500)

Free Cash Flow

$

1,726

$

1,726

$

1,726

$

1,726

$

1,726

$

1,726

St. Clair – Discounted Cash Flow

    

    

    

    

    

    

    

    

    

    

    

    

 

In Thousands

2076

Tons Limestone Sold

425

Sales Price/Ton

$

11.05

Revenue

$

4,696

-Operating Costs

$

(2,036)

-Depreciation

$

(500)

Taxable Income

$

2,160

-Tax

$

(434)

+Depreciation

$

500

-Capital Expenses

$

(500)

Free Cash Flow

$

1,726

Page 45 of 56



uslm-20211231.xsd
Attachment: EX-101.SCH


uslm-20211231_cal.xml
Attachment: EX-101.CAL


uslm-20211231_def.xml
Attachment: EX-101.DEF


uslm-20211231_lab.xml
Attachment: EX-101.LAB


uslm-20211231_pre.xml
Attachment: EX-101.PRE