EX-96.2 9 d247605dex962.htm EX-96.2 EX-96.2

Exhibit 96.2

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

TECHNICAL REPORT SUMMARY

 

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COLADO SITE

LOVELOCK, PERSHING COUNTY, NEVADA

 

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Submitted to: U.S. Silica Holdings, Inc.

Prepared By:

 

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Boerne, Texas

830-249-8284

Date: September 30, 2022

Project No. 10711-025-013

-ML-

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

TABLE OF CONTENTS

 

1.0  EXECUTIVE SUMMARY

     6  

1.1  Background

     6  

1.2  Product

     7  

1.3  History of Acquisition

     7  

1.4  Mineral Rights

     8  

1.5  Location

     11  

1.6  Geology

     14  

1.7  Exploration

     14  

1.8  Testing

     15  

1.9  Recoverable Ore Estimate

     16  

1.10 Mining Methods

     18  

1.11 Processing and Recovery Methods

     19  

1.12 Infrastructure

     19  

1.13 Permitting

     19  

1.14 Capital and Operating Costs

     20  

1.15 Recommendations

     21  

2.0  INTRODUCTION

     21  

2.1  Sources

     22  

2.2  Personal Inspection

     22  

2.3  Previous Technical Reports

     22  

3.0  PROPERTY DESCRIPTION

     23  

3.1  Location

     23  

3.2  Leases/Royalties

     27  

3.3  Encumbrances

     28  

3.4  Permitting

     28  

4.0  ACCESSIBILITY, CLIMATE, LOCAL RESOURCES, INFRASTRUCTURE AND PHYSIOGRAPHY

     29  

4.1  Topography

     29  

4.2  Means of Access

     29  

4.3  Climate and Operating Season

     31  

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

4.4  Infrastructure

     31  

5.0  HISTORY

     31  

6.0  GEOLOGICAL SETTING, MINERALIZATION AND DEPOSIT

     32  

7.0  EXPLORATION

     37  

7.1  Exploration

     37  

7.2  Hydrogeology

     41  

8.0  SAMPLE PREPARATION, ANALYSES AND SECURITY

     42  

9.0  DATA VERIFICATION

     43  

10.0 MINERAL PROCESSING AND METALLURGICAL TESTING

     44  

11.0 MINERAL RESOURCE ESTIMATES

     45  

11.1 U.S. Silica Methodology

     46  

11.2 Data Verification Methodology

     49  

11.3 Process Verification Methodology

     49  

11.4 Results

     50  

11.5 In-Situ Recoverable Ore Resources

     50  

11.6 Cut Off Grade

     50  

12.0 MINERAL RESERVE ESTIMATES

     51  

12.1 U.S. Silica Methodology

     51  

12.2 In-Situ Recoverable Ore Reserves

     52  

12.3 Cut-Off Grade

     52  

13.0 MINING METHODS

     52  

13.1 Mining Environment

     52  

13.2 Overburden and Interburden Waste Handling

     58  

13.3 Mining Process

     60  

13.4 Mine Ore Stockpiles

     61  

13.5 Pit Repair and Maintenance

     61  

13.6 Mine Equipment

     61  

13.7 Colado Plant Raw Ore Movement

     62  

13.8 Mine Engineering, Planning, and Production Scheduling

     64  

14.0 PROCESSING AND RECOVERY METHODS

     71  

14.1 DE Processing Description

     73  

14.2 Plant Manning

     76  

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

15.0 INFRASTRUCTURE

     76  

15.1 Road and Truck Access

     77  

15.2 Rail

     77  

15.3 Electric Power

     78  

15.4 Natural Gas

     78  

15.5 Water

     79  

15.6 Waste Handling and Disposal

     79  

15.7 Buildings

     79  

16.0 MARKET STUDIES AND CONTRACTS

     80  

16.1 General Marketing Information

     80  

16.1.1 DE Market

     81  

16.2 Material Contracts Required for Production

     81  

17.0 ENVIRONMENTAL STUDIES, PERMITTING, PLANS, NEGOTIATIONS OR AGREEMENTS WITH LOCAL INDIVIDUALS OR GROUPS

     81  

17.1 Federal Requirements

     82  

17.2 State Requirements

     84  

17.3 Other Requirements

     85  

18.0 CAPITAL AND OPERATING COSTS

     86  

18.1 Operating Cost

     86  

18.2 Capital Costs

     87  

18.3 Assumptions

     88  

18.4 Accuracy

     88  

19.0 ECONOMIC ANALYSIS

     88  

19.1 Operating Costs

     88  

19.2 Capital Costs

     89  

19.3 Economic Analysis

     89  

19.4 Sensitivity Analysis

     90  

20.0 ADJACENT PROPERTIES

     94  

21.0 OTHER RELEVANT DATA AND INFORMATION

     94  

22.0 INTERPRETATIONS AND CONCLUSIONS

     95  

22.1 Comments on Exploration

     95  

22.2 Comments on Mineral Processing and Metallurgical Testing

     95  

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

22.3 Comments on Mineral Resource Estimates

     95  

22.4 Comments on Mineral Reserve Estimates

     95  

22.5 Comments on Mining Methods

     96  

22.6 Comments on Infrastructure

     96  

22.7 Comments on Permitting

     96  

23.0 RECOMMENDATIONS

     97  

24.0 REFERENCES

     97  

25.0 RELIANCE ON INFORMATION PROVIDED BY THE REGISTRANT

     97  

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

1.0    EXECUTIVE SUMMARY

This Technical Report Summary (“Technical Report” or “TRS”) updates the previously submitted Colado TRS included as Exhibit 96.2 to U.S. Silica Holding Inc.’s (“U.S. Silica”) Form 10-K for Fiscal Year Ended December 31, 2021, filed with the U.S. Securities and Exchange Commission (the “SEC”) on February 25, 2022. This TRS has been prepared at the request of U.S. Silica by Westward Environmental, Inc. (“WESTWARD”) and Q4 Impact Group (“Q4”) who have conducted an audit of the proven and probable reserves at the Colado, Pershing County, Nevada (“NV”) mine as of December 31, 2021. This report also discusses the processing plant located northeast of Lovelock, NV where the mined material is processed. The Colado Site as referenced herein includes the mining area located northwest of Lovelock, NV (the “Colado mine”) and the Lovelock / Colado processing plant (the “Colado plant” or “plant”).

This audit was performed in conjunction with U.S. Silica’s Mine Engineering and Geology staff and was prepared in accordance with Subpart 1300 and Item 601(b)(96) of Regulation S-K promulgated by the SEC

There are numerous individual pits at the Colado Site that have been mined over the years to various degrees. Not all are actively being mined as of the writing of this report. Only pits that are currently designated with proven or probable reserves equal to, or greater than, 100,000 tons were considered material by U.S. Silica for this report. It must be noted that there are several other pits with measured and indicated resources as well as proven or probable reserves that were not included in the Recoverable Ore estimates provided in this report. The overall volume of recoverable DE is greater than what is presented herein.

 

1.1

Background

EP Minerals, LLC (“EPM”), an indirect subsidiary of U.S. Silica, operates four different diatomaceous earth (“DE”) operations. The Colado Site in northwestern Nevada, northeast of the town of Lovelock, is one of these operations. There are two more operations in Nevada, one

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

close to the city of Reno and one close to the city of Fernley, with the fourth facility located in Oregon, near the towns of Drewsey and Juntura. All four operations consist of at least one Mining Complex and an associated DE Processing Plant. DE products are used in hundreds of marketing applications by thousands of customers in the global industrial minerals’ marketplace.

The Colado plant is owned and operated by EPM and is located about seven (7) miles northeast of the town of Lovelock, NV and sits on approximately 493 acres. The plant address is 150 Coal Canyon Road, Lovelock, NV 89419.

 

1.2

Product

DE, also known as Kieselguhr or Diatomite, is a sedimentary mineral with physical properties that are like soil.1 In Nevada, diatomite is the silica skeletons of billions of single-celled algae organisms deposited millions of years ago at the bottom of freshwater lakes. The remains of these single celled organisms create a soft, siliceous material with some unique chemical and physical properties. When dried, DE contains over 80% voids by volume.2

 

1.3

History of Acquisition

In late 1950’s Eagle-Picher Industries, Inc. submitted a Plan of Operations to conduct DE mining in the Colado District. Since then, the company has undergone several name and ownership changes:

 

  1.

November 1986: Eagle-Picher Industries (Minerals Division) became Eagle-Picher Minerals, Inc. a wholly owned subsidiary of Eagle-Picher Industries, Inc.

 

  2.

April 2003: The parent company Eagle-Picher Industries became Eagle Picher, Inc., and Eagle-Picher Minerals, Inc. was renamed Eagle Picher Filtration & Minerals, Inc.

 

  3.

March 2006: Eagle Picher Filtration & Minerals, Inc. was renamed EP Minerals, LLC.

 

  4.

August 1, 2011: EPM Minerals, LLC was acquired by Golden Gate Capital.

 

1 

U.S. Silica Internal Report Colado, December 31, 2020.

2 

U.S. Silica Internal Report Colado, December 31, 2020.

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

  5.

May 1, 2018: EPM Minerals, LLC was acquired by U.S. Silica.

U.S. Silica’s corporate headquarters are in Katy, TX and Reno, NV (the former EPM headquarters). EPM is a fully owned indirect subsidiary of U.S. Silica and is licensed to operate the Colado Site.

 

1.4

Mineral Rights

U.S. Silica, through EPM, holds land leases with the Franco-Nevada U.S. Corporation, and the United States Federal Government. The land lease with Franco-Nevada is for 3,718 acres and is renewed annually. Additionally, U.S. Silica, through EPM, holds 176 mineral claims on Federal, Bureau of Land Management (“BLM”) land. Of the 176 mineral claims, 146 are active and are classified as placer claims. Mineral claims are renewed on an annual basis, with the annual maintenance fee due on or before September 1st.

The Franco-Nevada U.S. Corporation leases are based on a royalty-type structure that considers the tons of product sold during the lease period and how material used for the product tons sold was mined from each lease area. The leases also include a minimum annual amount, to ensure a minimum annual payment to the landowners. The royalty unit values are adjusted based on the Consumer Price Index (“CPI”), a statistical index that is calculated and published annually by the U.S. Bureau of Labor Statistics. Regarding the Federal land lease, BLM publishes a mining claim fees schedule on an annual basis. The Colado Site permit & claim map below (Figure 1.1) illustrates where the leases are:

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

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Figure 1.1 U.S. Silica Mine Permit and Claim Map.

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

An aerial view of Colado and overall boundaries is provided in Figure 1.2 below:

 

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Figure 1.2 Colado Site.

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

In particular, the Franco-Nevada U.S. Corporation lease is based on a $45,000 minimum amount, with an above minimum payment of $0.77 per ton shipped adjusted by an increase in price (current price $5.32 plus 2.5% surcharge).3 For 2021, the maintenance fees for existing mineral claims were set to $165 per claim. The 2021 land lease payments were $242,687.04 for the Franco-Nevada U.S. Corporation lease, and $28,380.00 for the BLM lease. Lease and royalty payments for the last-4 years are listed in Table 1.1 below:4

 

YEAR

   FRANCO NEVADA      BLM  

2021

   $ 242,687.04      $ 28,380  

2020

   $ 141,908.87      $ 28,380  

2019

   $ 248,756.27      $ 28,380  

2018

   $ 135,695.31      $ 26,660  

Table 1.1 Colado Site lease and royalty payments.

 

1.5

Location

The Colado mine is located approximately 19 miles to the northwest of the town of Lovelock, NV, in central-west Pershing County (Figure 1.3). Specifically, active operations are in Sections 16, 20, and 21 in Township 28N Range 29E in Pershing County (Figure 1.1). The mine is accessible solely by a paved road, CR 399 (also known as 7 Troughs Rd.). Due to the mine site’s remote location, there is no official address associated with it (Figure 1.3).

 

3 

U.S. Silica Internal Report dated December 31, 2020.

4 

U.S. Silica email date January 2022 from Terry Lackey.

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

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Figure 1.3 Aerial location of the Colado Site and town of Lovelock, NV.

The Colado plant is located about seven (7) miles northeast of the town of Lovelock, NV and sits on approximately 493 acres (Figure 1.4). The plant address is 150 Coal Canyon Road, Lovelock, NV 89419 and is accessible by vehicles from Interstate 80, State Route 396 (Coal Canyon Road) and Business Highway 95 (Upper Valley Road).

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

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Figure 1.4 Location map of the Colado plant and mine.

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

1.6

Geology

The Colado Site is in an area known as the Great Basin. A region comprising nearly the entire state of Nevada, western Utah, and small portions of southwest Idaho, southern Oregon, and eastern California. The Great Basin is marked most significantly by crustal extension where large scale basins and ranges predominate, however smaller scale structural features, in the form of grabens, concentrate in and around the variably aged lacustrine sediments.5

DE sequences are both spatially and temporally related to these grabens and are present throughout the Great Basin ranging in age from 16 to 40 Ma (“million years ago”). Stratigraphic thicknesses of DE present in Colado range from inches to 50 ft. thick and are separated by friable tuffaceous units that are typically light gray in color.

Welded and lithic tuff units overlie the DE strata, with Tertiary aged basalts forming capping units that have protected the underlying strata from erosion over millions of years. Bi-modal volcanics form the substrate on which the diatomite sequences reside; these volcanics are rhyolitic, basaltic andesite, and basaltic in composition.

 

1.7

Exploration

Exploration activities in the Colado Site region have been ongoing since the 1960’s, with variable phases incorporating geologic mapping, field sampling, three-dimensional analysis, drilling, and survey techniques. Drilling methods have included rotary, reverse circulation, sonic and diamond core techniques to investigate subsurface geology. Over 600 drill holes have been performed in the region to date.6 Locations of drill holes are illustrated in Figure 1.5 below.

 

5 

USGS The Basin and Range Province in Utah, Nevada and California, 1943.

6 

U.S. Silica Internal Report dated December 31, 2020.

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

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Figure 1.5 Boring Location Map.

 

1.8

Testing

All ore samples from the drilling operations are transferred to the U. S. Silica dry lab located at the Vale Plant in Oregon. Testing in the dry lab is performed by lab technicians under the direction of the lab manager and lab supervisor. Sample drying, preparation and groups of chemical and physical tests are conducted on each of the drill samples.

 

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

The primary tests for diatomite ore are determinations of wet bulk density, permeability, and brightness on both natural and muffle burned samples. Post-muffle burn lab tests are conducted by the dry lab technician to determine soluble metal concentrations. A standard group of tests are set as a work instruction for testing of filter aid products of white and pink ore, as well as a group of tests made for natural filler products. Non-routine tests of samples are completed in the research and development lab in Reno, Nevada, and include x-ray fluorescence, used to determine chemical analyses of samples, centrifuge wet density tests, x-ray diffraction mineralogical testing and scanning electron microscope evaluations to determine diatom genus.

 

1.9

Recoverable Ore Estimate

The ore volume that is measured in the SURPAC module’s block model is reported in cubic ft. This volume is converted to bank cubic yards (“BCY”). A mining recovery ranging from 75% to 90% is assigned to account for ore losses resulting from extraction of the in-situ deposit to stockpiles located in designated areas of the Colado Site. The mining recovery used for the deposits in the Colado mine is most commonly 85%.

The recoverable ore is converted to a value of stockpile cubic yards (“SCY”) by multiplying the amount of extracted ore by 110% which is a swell factor. This is determined from how the volume of DE increases due to moving the ore with loader and truck from the mine bench to the stockpile area. Next the SCY is converted to a dry ore ton using a factor of 3:1.

The resource tons are equal to the dry ore tons and are reported as the recoverable ore tons and reported to the SEC in U.S. Silica’s annual reports. Recoverable ore tons also meet the requirements of having a completed mine plan and obtaining an operational mine permit from the BLM and the State of Nevada Bureau of Regulation and Reclamation (“BMRR”).

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

Table 1.2 shows the mineral resources at the Colado Site as of December 31, 2021. Resources are reported inclusive of reserves. Resources presented herein are utilized for mine planning purposes, and subsequently, reserve estimates. Resources are not reported in addition to reserves. There are no resources exclusive of reserves included in this TRS.

 

Deposit Classification

   In-Situ, Recoverable Ore
Tons*
 

Measured Resource

     1,100,000  

Indicated Resource

     3,361,000  

Total

     4,461,000  

*Tons rounded down to the nearest 1,000

Table 1.2 U.S. Silica Recoverable Ore Resources.

Reserve estimates present in Table 1.3 show only the reserves at the Colado Site from material pits that are considered proven and probable as of December 31, 2021. Other deposits at the Colado Site that are currently classified as measured, indicated or inferred resources are not included in this report.

 

Deposit Classification

   In-Situ, Recoverable Ore
Tons*
 

Proven Reserve

     1,100,000  

Probable Reserve

     3,361,000  

Total

     4,461,000  

*Tons rounded down to the nearest 1,000

Table 1.3 U.S. Silica Recoverable Ore Reserves.

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

1.10

Mining Methods

The Colado Site consists of multiple DE mine properties, four of which are currently active.7 A summary of mine areas is provided in Table 1.4 below.

 

MINE AREA

  

STATUS

Horseshoe Basin

   Active

Horseshoe Basin - East Pit Extension

   Active

Horseshoe Basin – South Knob

   Idle

Tarp Stand

   Idle

Antelope Basin

   Idle

Burro Basin

   Idle

Black Butte

   Idle

Atlantis

   Active

Liberty

   Idle

Quivera

   Active

Tunnel Hill

   Idle

Table 1.4 Individual mine areas at the Colado Site.

The mine utilizes conventional open pit mining methods averaging approximately 600,000 cubic yards (“yd3”) of stockpiled DE production yearly, operating about 200 days per year. The mine has a full production capacity of 3.0 million (“M”) yd3 of DE per year. The quantities of overburden and interburden waste are backfilled into the pit as a part of the mine reclamation plan. Expansion of mining into the additional three properties will proceed as the current pits are depleted. Other than stockpiling the mined ore, no processing of raw DE is performed at Colado. The raw ore is delivered by truck to the U.S. Silica plant northeast of Lovelock, NV approximately 19 miles away.

 

7 

Terry Lackey email dated February 8, 2022.

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

1.11

Processing and Recovery Methods

The Colado plant receives raw DE ore from one of the stockpiles at the Colado mine. The plant uses dry processing methods to refine the raw DE into saleable products to meet customer demand. As required, soda ash is introduced into the process stream to enhance the salability of the final DE product as necessary. Cellulose is blended with a portion of the final DE product as required. The Colado plant runs 365 days per year, and it operates 24 hours-per-day. The plant capacity is approximately of 160 K tons-per-year. The plant ships by over the road (“OTR”) truck and rail. Products are sold as bulk or bagged in Super Sacks or bagged and palletized.

 

1.12

Infrastructure

The Colado mine is remote with few improved roads and installed mine-related infrastructure. The mine site is accessible by roads maintained as private roads and by State roads. Energy for the mine site is provided primarily by diesel powered equipment. Water requirements for the mine are primarily for dust suppression or drinking and is supplied either with an on-site well or municipal supply.

The Colado plant has been operating in its present location for over 60 years and is supplied with reliable and sufficient power and natural gas from regional utility companies. Water for the Colado plant comes from municipal sources, supplemented by a well at the plant site. Waste disposal and handling capacity and capability is sufficient for the current production level and for the ramp-up of operations to full capacity for the life of the Colado mine reserves. Any needed investment in required infrastructure has been accounted for in capital and expense projects estimated over the life of the mine to meet infrastructure needs.

 

1.13

Permitting

As of the effective date of this report, the Colado Site has the necessary permits and plans in place to mine the DE deposit as discussed in this report. However, the Colado plant does not have a current stormwater permit or Stormwater Pollution Prevention Plan (“SWPPP”) in place.

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

Please refer to Section 17.0 for further information regarding permitting. A summary of permits/plans is provided in Table 1.5 below.

 

Item

  

Regulatory Authority

  

Area Covered

  

Status

Reclamation Permit

   NDEP & BLM    Mines    Major Mod in Review

Stormwater Permit

   NDEP    Processing Plant    Needed

Best Practice Plan

   N/A    Mines    Complete

Class I Air Quality Operating Permit

   NDEP    Processing Plant    Approved

Class II Surface Area Disturbance Permit

   NDEP    Mines    Approved

Class III Landfill Waiver

   NDEP    Mines & Processing Plant    Approved

Hazardous Materials Permit

   NSFM    Mines    Approved

Hazardous Materials Permit

   NSFM    Processing Plant    Approved

Hazardous Materials Permit

   NSFM    Shop    Approved

Groundwater Use Permit

   NDWR    Mines/Processing Plant    Approved

Spill Prevention Control and Containment (SPCC) Plan

   EPA    Processing Plant    Complete

Stormwater Discharge Evaluation

   NDEP    Processing Plant    Complete

Table 1.5 Colado Site Permit Summary.

 

1.14

Capital and Operating Costs

In 2020 and 2021 total operating costs were $37,799,000 and $48,367,000 and total capital costs were $1,731,000 and $4,670,000 respectively (Table 18.1). The higher than average capital spend in 2021 was associated with scheduled maintenance and continuous improvement projects to drive and maintain cost efficiencies.

The Colado Site maintains a five-year capital forecast for planned capital expenditures to support current production. A summary of foreseen capital expenditures through 2026 is provided on Table 18.2. As shown on Table 18.2, total estimated capital expenditure through 2026 is $16,070,000. Listed expenditures are based on historic cost data, vendor/contractor quotations, and similar operation comparisons and are within +/-15% level of accuracy.

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

1.15

Recommendations

The primary recommendations of this report include performing third party laboratory testing and consider revising the way recoverable ore tonnage values are reported. Additionally, it is recommended that U.S. Silica obtain a Nevada Industrial Multisector General Stormwater Permit (NVR050000) and prepare a SWPPP to be in compliance. Please refer to Section 22.0 Recommendations for additional information.

2.0    INTRODUCTION

This TRS updates the previously submitted Colado, Pershing County, Nevada TRS included as Exhibit 96.2 to U.S. Silica’s Form 10-K for Fiscal Year Ended December 31, 2021, filed with the SEC on February 25, 2022. This TRS has been prepared at the request of U.S. Silica by WESTWARD who has conducted an audit of the proven and probable reserves present at the Colado Site, Pershing County, Nevada mine as of December 31, 2021. This audit was performed in conjunction with the U.S. Silica’s Mine Engineering and Geology staff and was prepared in accordance with Subpart 1300 and Item 601(b)(96) of regulation S-K promulgated by the SEC. U.S. Silica common stock is traded on the New York Stock Exchange under the symbol “SLCA”.

WESTWARDS third-party reserves audit (Section 11.0 & Section 12.0 of this report), completed on February 11, 2022, presented in this TRS, was prepared for public disclosure by U.S. Silica in filings made with the SEC in accordance with the requirements set forth in the SEC regulations. Any capitalized terms used herein, but not defined herein, shall have the meaning ascribed to such term in Item 1300 of Regulation S-K.

 

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Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

2.1

Sources

 

   

U.S. Silica

 

   

United States Geological Survey

 

   

Google Earth

 

   

Bureau of Land Management

 

   

Nevada Bureau of Mines and Geology

 

   

Nevada Division of Environmental Protection

 

   

Nevada Division of Water Resources

 

   

Nevada State Fire Marshall

 

   

Nevada Department of Water Resources

 

2.2

Personal Inspection

Michelle M. Lee, PG (TX #6071, SME Registered Member 413034RM) performed site visits to the Colado mine on May 25, 2021, and September 15, 2021. During these site visits, a tour of pertinent parts of the mine was conducted by the plant manager that included each mine area, staging areas, stockpile areas, pit areas, reserve areas, and property perimeter. Although a general walk about of the processing plant area was performed in May, the facility was not toured in depth as plant processing is out of the Qualified Person’s (“QP”) expertise.

Robert Archibald, PE (VA 0402023235) with Q4 performed a site visit to the Colado plant on August 9, 2022. During the visit, an inspection of all plant and infrastructure facilities was conducted. In addition, key management personnel were interviewed and numerous aerial photographs, flow sheets and reports were examined.

 

2.3

Previous Technical Reports

This TRS updates the previously submitted Colado, Pershing County, Nevada TRS included as Exhibit 96.2 to U.S. Silica’s Form 10-K for Fiscal Year Ended December 31, 2021, filed with the SEC on February 25, 2022.

 

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3.0    PROPERTY DESCRIPTION

 

3.1

Location

The Colado Site is located about 19 miles northwest of the town of Lovelock, NV, in west central Pershing County (Figure 1.3). Specifically, active operations are in Section 16, Section 20, and Section 21 in Township 28N Range 29E in Pershing County. The mine is accessible by a paved road, the 7 Troughs Rd. (CR 399). Due to the mine site’s remote location, there is no official address associated with it.

The Colado Site consists of approximately 10,798+/- acres (Figures 3.1 and 3.2 below) that is a combination of private, state and federal lands as follows: approximately 3,773 acres of owned private land and private leased land, and approximately 7,025-acres of leased Federal land (administered in tandem by the BLM in Winnemucca, NV and NDEP in Carson City, NV. The front entrance to Colado is located at approximately 40.274948, -118.727916. Figure 3.1 shows the overall Colado Site.

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December 31, 2021

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Figure 3.1 Overall Colado Site Map.

 

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The Colado plant is located about seven (7) miles northeast of the town of Lovelock, NV. The physical address is 150 Coal Canyon Road, Lovelock, NV 89419. The plant and processing facilities occupy approximately 493 acres across five (5) separate parcels. Figure 3.2 shows both the processing plant and mine areas.

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Figure 3.2 Colado mine and plant locations.

 

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December 31, 2021

   Amended as of September 30, 2022

 

3.2

Leases/Royalties

U.S. Silica holds land leases with the Franco-Nevada U.S. Corporation, and the United States Federal Government.8 The land lease with Franco-Nevada is for 3,719 acres and is renewed annually. Additionally, U.S. Silica holds 176 mineral claims in BLM land. Of the 176 mineral claims, 146 are active and are classified as placer claims. Mineral claims are renewed on an annual basis, with the annual maintenance fee due on or before September 1st.

The Franco-Nevada U.S. Corporation leases are based on a royalty-type structure that considers the tons of product sold during the lease period, and how material used for the product tons sold was mined from each lease area. The leases also include a minimum annual amount, to ensure a minimum annual payment to the landowners. The royalty unit values are adjusted based on the CPI, a statistical index that is calculated and published annually by the U.S. Bureau of Labor Statistics.

In particular, the Franco-Nevada U.S. Corporation lease is based on a $45,000 minimum amount, with an above minimum payment of $0.77 per ton shipped adjusted by an increase in price (current price $5.32 plus 2.5% surcharge).9 For 2021, the maintenance fees for existing mineral claims were set to $165 per claim. The 2021 land lease payments were $242,687.04 for the Franco-Nevada U.S. Corporation lease, and $28,380.00 for the BLM lease. For the past few years, non-federal lease and royalty payments are listed in Table 3.1 below:10

 

8 

U. S. Silica Internal Report dated December 31, 2020.

9 

U.S. Silica Internal Report dated December 31, 2020.

10 

Terry Lackey email dated January 24, 2022.

 

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December 31, 2021

   Amended as of September 30, 2022

 

YEAR

   Franco Nevada      BLM  

2021

   $ 242,687.04      $ 28,380.00  

2020

   $ 141,908.87      $ 28,380.00  

2019

   $ 248,756.27      $ 28,380.00  

2018

   $ 135,695.31      $ 26,660.00  

Table 3.1 Colado Site lease and royalty payments.

U.S. Silica issued a payment of $28,380.00 that was received by the BLM on August 9, 2021, for the 2022 maintenance fees on 146 active mine claims.

The Colado plant property is owned outright and there are no royalty or lease payments associated with this facility.

 

3.3

Encumbrances

No significant encumbrances exist at the mine site. Topography and the presence of overburden limit the accessibility of the ore in certain areas but there are no known pipelines, easements, jurisdictional areas or other related restrictions to prevent mining at the Colado Site.

 

3.4

Permitting

State and federal permits are required to mine the DE. Surface disturbance is permitted as needed in accordance with state regulations. Major modifications to the permit are made as needed. As of the writing of this report, U.S. Silica has all the necessary permits in place to mine the DE. However, the Colado plant is missing a stormwater permit and SWPPP. Please refer to Section 17.0 for detailed information regarding permitting at the Colado Site.

 

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December 31, 2021

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4.0    ACCESSIBILITY, CLIMATE, LOCAL RESOURCES,

INFRASTRUCTURE AND PHYSIOGRAPHY

 

4.1

Topography

The topography at the Colado mine varies significantly. The Site is located in a Basin – Range province region that is marked by abrupt changes in topography. Steep mountains give way to low lying, flat valleys in alternating patterns across the region. Vegetation is sparse due to lack of rainfall in the region. Refer to Figure 13.1.

 

4.2

Means of Access

The Colado Site is located about 19 miles northwest of the town of Lovelock, NV, in west-central Pershing County (Figure 4.1). Specifically, active operations are in Sections 16, 20, and 21 Township 28N Range 29E in Pershing County. The mine is accessible by a paved road CR 399. This is the only means of access to the Colado Site. Due to the mine site’s remote location, there is no official address associated with it. The Colado plant is accessible by Interstate 80, Coal Canyon Road (State Route 396) and Upper Valley Road (Hwy 95).

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Figure 4.1 Regional Map of the Colado Mine and Plant Areas.

 

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December 31, 2021

   Amended as of September 30, 2022

 

4.3

Climate and Operating Season

According to the Köppen climate classification system11, the Colado Site is located in an arid climate region. Annual precipitation averages less than 7” annually which meets the definition of a dessert.12

The Colado mine operates year-round with ore mining activity starting in early spring and concluding sometime in the late fall when either sufficient ore has been stockpiled, or when inclement weather makes ore mining too costly or difficult. The April to November time frame provides optimum working conditions; moreover, the dry hot weather aids the natural drying of the ore in the stockpiles. Colder winter months are used for stripping operations and reclamation projects.

 

4.4

Infrastructure

The Colado mine has the necessary infrastructure in place to operate the mine. Solar and diesel provide power for onsite operations and water is trucked in from Lovelock, NV. The Colado plant is supplied with reliable and sufficient power and natural gas from regional utility companies. Water for the plant comes from municipal sources, supplemented by a municipal water source. Please refer to Section 15.0 for more information regarding infrastructure for both locations.

5.0    HISTORY

In the late 1950’s, Eagle-Picher Ind., Inc. submitted a Plan of Operations to conduct DE mining in the Colado District. Since then, the company has undergone several name and ownership changes:

 

  1.

November 1986 - Eagle-Picher Industries, Inc. (Minerals Division) became Eagle-Picher Minerals Inc. a wholly owned subsidiary of Eagle-Picher Industries, Inc.

 

11 

Koppen climate classification system – Wikipedia, Köppen climate classification - Wikipedia.

12 

Koppen climate classification system – Wikipedia, Köppen climate classification - Wikipedia.

 

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  2.

April 2003 - The parent company Eagle-Picher Industries became Eagle Picher, Inc., and Eagle-Picher Minerals Inc. was renamed Eagle Picher Filtration & Minerals Inc.

 

  3.

March 2006 - Eagle Picher Filtration & Minerals, Inc. was renamed EP Minerals, LLC.

 

  4.

August 1, 2011 – EP Minerals, LLC was acquired by Golden Gate Capital.

 

  5.

May 1, 2018 – EP Minerals, LLC was acquired by U.S. Silica.

U.S. Silica’s corporate headquarters are in Katy, TX and Reno, NV (the former EPM headquarters). EPM is a wholly owned, indirect subsidiary of U.S. Silica and is licensed to operate the Colado mine and plant.

Significant exploration has been undertaken by EPM (and affiliates) prior to the acquisition by U.S. Silica in 2018. Most of the information has been entered into an exploration database from which geologic and reserve models have been built from. U.S. Silica has undertaken an effort to convert the numerous handwritten boring logs into digital format but has not yet completed this task. Records from before 2012 are in the process of being digitized.

6.0    GEOLOGICAL SETTING, MINERALIZATION AND DEPOSIT

The Colado Site near Lovelock, NV is in the Great Basin, a region comprising nearly the entire state of Nevada, western Utah, and small portions of southwest Idaho, southern Oregon, and eastern California. The Great Basin is marked most significantly by crustal extension where large scale basins and ranges predominate, however smaller scale structural features in the form of grabens concentrate variably aged lacustrine sediments.13

DE sequences are both spatially and temporally related to these grabens and are present throughout the Great Basin ranging in age from 16 to 40 Ma. Stratigraphic thicknesses of DE present in the Colado mine area range from inches to 50 ft. thick and are separated by friable tuffaceous units that are typically light gray in color. Welded and lithic tuff units overlie the DE

 

13 

USGS The Basin and Range Province in Utah, Nevada and California, 1943.

 

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strata, with Tertiary basalts forming capping units that have protected the underlying strata from erosion for millions of years. Bi-modal volcanics form the substrate on which the diatomite sequences reside; these volcanics are rhyolitic, basaltic andesite, and basaltic in composition.14 A general stratigraphic column of the region is provided in Figure 6.1 below.

This section intentionally left blank.

 

14 

USGS The Basin and Range Province in Utah, Nevada and California, 1943.

 

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Figure 6.1 General Stratigraphic Column of the Colado mine.

 

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Figures 6.2 and 6.3 illustrate some of the geology in the pit highwalls at Colado.

 

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Figure 6.2 View to the north from the Atlantis Pit.

 

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Figure 6.3 View to the southwest from the Quivera Pit.

 

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7.0    EXPLORATION

 

7.1

Exploration

As shown in Figures 7.1 and 7.2 below, to date more than 600 borings have been drilled at the Colado Site.15

 

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Figure 7.1 Boring Location Map I Colado Site.

 

15 

U.S. Silica Internal Report 2020.

 

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Figure 7.2 Boring Location Map II Colado Site.

 

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December 31, 2021

   Amended as of September 30, 2022

 

Based on discussions with U.S. Silica16, drilling was performed using sonic, air rotary and coring methods. The predominant method was air rotary as it was the most cost effective to determine thicknesses of the DE across the multiple pit areas. Sonic drilling resulted in very poor recoveries as the material was either pulverized or too broken up to retain. Coring was used much less frequently, due to cost, and only in instances when specialized testing was required or a sample was needed for future reference.

Drilling recovery information was not available for review. The predominant drilling method is air rotary. This method breaks up the material into chips and uses air to blow the chips back to the surface. Sample recovery cannot reasonably be measured using this method. Based on the QP’s experience with this drilling method, overall homogeneous geologic nature of the DE, the lack of this information does not materially affect the accuracy and reliability of the exploration results reviewed.

Once the DE is extracted, it is spread out and stockpiled in a designated area to dry out. The DE is not separated based on grade but only by location. The DE is loaded into trucks and transported to the processing plant located in Lovelock approximately 19 miles away. Any separation due to quality occurs at the plant and not at the Colado mine.

Geologic mapping and outcrop sampling were made on a district scale using exposures within each of the mine areas and areas peripheral to the mine pits. The variable physical and chemical character of the field samples were lab tested and the locations of DE grade quality DE confirmed through additional field sample collection and follow up lab test work. Mapping and drilling have identified distinct deposits of DE stratigraphic sequences. DE in these deposits is of variable thicknesses up to 50 ft. thick. A cross section representing a typical diatomite section in the Colado mine area is shown in Figure 7.3, and the location of this cross section is shown in Figure 7.4 below.

 

16 

Ryan Bresnahan meeting, May 24, 2021.

 

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Figure 7.3 Horseshoe Basin cross section location map.

 

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Figure 7.4 Cross section of DE intervals from the Horseshoe Basin pit - south is on

the left of the illustration.

 

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Some very limited trenching was performed in the prospecting stage to identify potential DE at the surface on certain claims. However, samples were not collected from these trenches.

The DE is deposited as a dried-up lake in relatively homogeneous structural deposits. Post depositional events, such as extreme faulting that is associated with being in a Basin and Range Province geological setting, have moved the blocks of DE from their original position. The DE has remained intact as a lacustrine deposit that is evident in the white colored nature of the DE. Other materials, such as volcanic ash and basalt, are distinctly different in physical nature and color that the DE is easily recognizable in drill cuttings. This is why using a rotary drill to do exploration is acceptable for determining interval thicknesses.

 

7.2

Hydrogeology

There are no natural surface water features at, or near, the Colado Site. There are no water wells at the Colado Site. Water used for mine activities/dust suppression is derived from municipal water wells near Lovelock and is trucked to the mine site. A desktop hydrogeological study was performed by Hydro Resources Aquifer Imaging Group (“Hydro”) in 2012 to conduct a groundwater-availability study in order to provide background information needed to optimize the design of a geophysical aquifer-imaging survey with the Aqua Gem system on the Lovelock mine property.

Hydro conducted a two-township water well search in the mine area which did not reveal any publicly available water well records in the NDWR database. Hydro proposed several geophysical testing transects across the Colado Site around known fault lines in order to locate an optimal location for a proposed groundwater well. The study was not performed. There has been no analysis or testing of groundwater performed at the Colado Site.

 

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8.0 SAMPLE PREPARATION, ANALYSES AND SECURITY

No documentation showing sample collection or security measure undertaken for transport was available at the time of this report. Based on review of the U.S. Silica Internal Laboratory procedure documents17, all ore samples from the drilling operations are transferred to the dry lab located at the Vale Plant in Oregon. Testing in the dry lab is performed by lab technicians under the direction of the lab manager and lab supervisor. Sample drying, preparation and groups of chemical and physical tests are conducted on each of the submitted samples.

The primary tests for diatomite ore are determinations of wet bulk density, permeability, and brightness on both natural and muffle burned samples. Post-muffle burn lab tests are conducted by the dry lab technician to determine soluble metal concentrations. A standard group of tests are set as a work instruction for testing of filter aid products of white and pink ore, as well as a group of tests made for natural filler products.

Non-routine tests of samples are completed in the research and development lab in Reno, Nevada. Such non-routine tests include x-ray fluorescence, used to determine chemical analyses of samples, centrifuge wet density tests, x-ray diffraction mineralogical testing and scanning electron microscope evaluations to determine diatom genus.

U.S. Silica does have numerous written laboratory procedures in place that adhere to International Organization for Standardization (“ISO”) 9001 / Quality System criteria. Other protocols reviewed as part of this report include the U.S. Silica Company ISO 9001 / Quality System – Process Washing: CAP605 (“corporate analytical procedure”) and the U.S. Silica Company ISO 9001 / Quality System – Attrition Scrubbing documents. Both documents were signed by David Weller, Technology Director, ISP in 2016 and distributed internally. These documents detail the change history, scope, safety, equipment, and procedure instructions for each test.

 

17 

Lab procedures provide by U.S. Silica.

 

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Written statements from U.S. Silica indicate that the internal labs follow all protocols discussed here.18 Based on the QP review, there is sufficient data in the documents reviewed to show laboratory procedures are adequate. There is no documentation of sample transport and/or security measures taken for sample delivery. It is recommended that procedures be drafted to address this task. It is also recommended that U.S. Silica develop a third-party laboratory testing program to validate in house testing procedures and results. It is the QP’s opinion that the procedures and protocols for laboratory sample preparation and analytical procedures currently in place are adequate. It is recommended that a chain of custody protocol be developed for samples arriving at the lab from the field.

9.0 DATA VERIFICATION

Only exploration samples are tested at the Colado Site for basic mineralogical parameters. Since the DE is made into numerous different finished products, each individual customer has internal quality requirements and quality control/quality assurance (“QA/QC”) methods to verify the quality of the finished product.

Available laboratory reports were reviewed for content. The reports showed the concentrations of up to 60 individual minerals/compounds that were selected for analysis. However, not every sample was tested for the same parameters. The primary testing parameter used is mineralogy. The mineralogical makeup of finished DE products varies significantly from customer to customer which is market driven. The purity of the DE varies slightly from one pit to another with the Atlantis pit having the highest level of purity according to U.S. Silica.

 

18 

Terry Lackey email dated 9.24.21.

 

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Please refer to Section 12.2 Data Verification Methodology and Section 12.3 Process Verification below for further detail. It is the QP’s opinion that the data reviewed in preparation of this Technical Report is adequate and appropriate for the commodity being produced.

10.0 MINERAL PROCESSING AND METALLURGICAL TESTING

The DE is extracted from the ground and then placed into stockpiles to dry. A stockpile may be worked on occasion to turn over the ore to enhance drying. Moisture content testing is performed routinely until the DE reaches a certain level of dryness before it is transported to the processing plant. The DE is then loaded into trucks and transported approximately 19 miles to the Colado plant. No other processing or testing is performed at the mine.

All testing is performed internally at U.S. Silica labs. Testing is only performed on the samples collected during exploration. Basic mineralogical testing is adequate for the samples collected during exploration. Since the DE is used to make multiple finished products for numerous different customers, it is not reasonable to conduct other testing at the exploration stage. The results of the testing performed do not include material that has been processed at the Colado plant. Only the raw ore is extracted at the Colado mine.

Table 10.1 shows partial results from a sample collected from the exploration performed at the Atlantis pit. The actual table is too large to fit into this report format. The selection of results presented below shows the results of 18 of the 26 individual parameters noted in the spreadsheet.

 

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Hole ID

  Sample
ID_B
    From     To     Moist
ure
    GCOA
%
    CWD
(lb/ft
    (Y)     Asse
mblag
    L*     a*     b*     blue     SiO2
(%)
    Al2O3
(%)
    CaO
(%)
    MgO
(%)
    Na2O
(%)
    K2O
(%)
    Fe2O3
(%)
    MnO
(%)
    TiO2
(%)
    P2O5
(%)
    Cr2O3
(%)
    LOI
(%)
    Sum
(%)
    Sb
(PPM)
    As
(PPM)
    Ba
(PPM)
    Cu
(PPM)
 

ATL1407A

    1       216       220       1.5       128       30.1       79.34         91.39       0.4       3.63       74.92       91.85       2.88       0.43       0.41       0.2       0.13       0.96       0.01       0.11       0.02       0.001       3       100       7       2       121       11  

ATL1303

    10       125       130       1.6       143       24       79.87         91.63       0.04       5.15       73.55       91.36       3.04       0.52       0.36       0.26       0.24       1.19       0.02       0.11       0.03       0.001       2.79       100       33       1.5       163       10  

ATL1303

    11       130       135       1.4       141       26       83.81         93.37       0.06       4.67       77.9       93.3       2.03       0.34       0.22       0.24       0.16       0.69       0.01       0.07       0.02       0.001       2.82       100       14       1.5       129       8  

ATL1303

    12       135       140       1.9       125       26       76.32         90.01       0.14       7.53       67.4       87.25       4.65       0.76       0.52       0.31       0.26       2.52       0.02       0.24       0.03       0.001       3.35       100       37       9       166       12  

ATL1303

    1       61       65       1.5       169       22.7       81.64         92.42       0.16       6.05       74.12       93.39       1.87       0.44       0.22       0.29       0.21       0.88       0.02       0.08       0.02       0.001       2.49       100       23       1.5       151       11  

ATL1303

    2       65       70       1.6       156       23.1       83.3         93.15       -0.09       5.25       76.68       92.45       2.24       0.65       0.28       0.29       0.2       1.07       0.02       0.11       0.04       0.001       2.53       100       21       2       152       11  

ATL1303

    3       70       75       1.5       177       21.9       85.76         94.21       -0.04       4.39       80.12       94.96       1.33       0.33       0.19       0.18       0.09       0.5       0.02       0.04       0.02       0.001       2.23       100       1.5       1.5       131       7  

ATL1303

    4       75       80       1.5       171       22.3       83.27         93.13       -0.18       5.79       75.97       92.92       2.08       0.51       0.31       0.26       0.2       1.03       0.02       0.07       0.02       0.001       2.48       100       23       1.5       150       7  

ATL1303

    5       80       85       1.6       180       20.5       81.88         92.52       -0.26       5.64       74.84       92.99       1.93       0.5       0.32       0.22       0.14       1.14       0.03       0.06       0.02       0.001       2.54       100       8       1.5       140       14  

ATL1303

    6       105       110       1.6       143       23.6       81.36         92.29       -0.2       5.27       74.82       91.54       2.53       0.77       0.27       0.34       0.34       1.06       0.02       0.09       0.11       0.001       2.85       100       54       1.5       177       10  

ATL1303

    7       110       115       1.4       153       23.1       82.24         92.68       -0.08       4.89       76.12       92.32       2.45       0.52       0.26       0.29       0.23       0.79       0.02       0.09       0.03       0.001       2.9       100       31       1.5       160       9  

ATL1303

    8       115       120       1.4       156       23.1       84.21         93.54       -0.08       4.12       78.97       92.86       2.28       0.39       0.23       0.25       0.28       0.61       0.02       0.09       0.02       0.001       2.86       100       41       1.5       166       7  

ATL1303

    9       120       125       1.6       126       26.6       79.02         91.24       -0.26       5.06       72.85       88.69       4.06       0.71       0.47       0.37       0.45       1.65       0.02       0.14       0.04       0.001       3.27       100       74       4       201       12  

ATL1306

    17       95       100       1.9       154       19.5       76.72         90.19       0.3       9.97       64.98       87.43       3.51       0.71       0.4       0.31       0.24       2.31       0.03       0.2       0.03       0.001       4.75       100       36       31       149       13  

ATL1306

    18       100       105       2.8       143       25.5       77.01         90.32       0.25       8.22       67.24       84.5       4.75       1.08       0.58       0.38       0.28       2.85       0.03       0.22       0.1       0.001       5.16       100       43       12       148       13  

ATL1308

    1       25       30       1.8       177       29.7       85.77         94.21       -0.43       5.55       78.62       91.82       2.09       0.7       0.31       0.2       0.11       1.08       0.01       0.08       0.02       0.002       3.47       100       6       1.5       127       11  

ATL1308

    2       30       35       2.7       138       24.5       79.47         91.45       -0.53       6.12       71.99       84.34       5.22       1.1       0.84       0.43       0.38       2.36       0.04       0.18       0.04       0.003       5.1       100       65       3       207       15  

ATL1308

    3       35       40       1.9       190       19.8       83.6         93.28       -0.34       5.03       77.23       91.43       2.36       0.56       0.36       0.19       0.14       1.14       0.01       0.09       0.03       0.002       3.7       100       10       2       130       7  

ATL1308

    7       55       60       4.4       110       27.1       70.45         87.21       0.31       9.26       60.14       81.61       6.24       1.25       0.92       0.39       0.27       3.49       0.02       0.26       0.06       0.005       5.5       100       40       7       159       14  

ATL1308

    8       60       65       3.4       91       29.7       72.78         88.34       0.19       7.88       63.75       77.26       8.19       1.99       1.01       0.62       0.37       3.25       0.02       0.44       0.06       0.003       6.87       100       46       8       180       17  

ATL1308

    9       110       115       3       54       37.8       63.63         83.77       0.76       7.67       55.61       84.05       5.3       1.21       0.75       0.35       0.23       2.31       0.02       0.22       0.09       0.01       5.31       100       21       6       145       16  

Table 10.1 Partial mineralogy test results from samples collected during exploration performed at the Atlantis pit.

11.0 MINERAL RESOURCE ESTIMATES

Resources are reported inclusive of reserves. Resources presented herein are utilized for mine planning purposes, and subsequently, reserve estimates. Resources are not reported in addition to reserves. There are no resources exclusive of reserves included in this TRS.

 

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11.1

U.S. Silica Methodology

U.S. Silica reports its in-situ resources and reserves in “Recoverable Tons.” As such, a geologic “Resource” that is identified by exploration drilling is further defined by several other key criteria before it can be considered “Recoverable Ore.” The most important of these criteria are that the resource must have:

 

   
Indicated Resource   

Reasonable level of confidence of geometry and estimates

 

   Quantity and grade/quality are estimated on the basis of adequate geological evidence/sampling
  

Information locations too widely or inappropriately spaced to confirm geological and/or grade

 

  

Confidence sufficient to allow a qualified person to apply modifying factors in sufficient detail to support mine planning and evaluation of economic viability of the deposit

 

   
Measured Resource   

High level of confidence of geometry and estimates

 

  

Information locations are closely spaced enough to confirm geological and grade continuity

 

  

Information gathered appropriately

 

   Confidence sufficient enough to allow the application of technical and economic parameters and to enable the evaluation of economic viability that has a greater degree of certainty

Resources for the Colado Site are estimated using SURPAC mine software and routine block modeling methods. The drill log information and analytical lab data are used to construct three dimensional models to constrain volumetric calculations and estimates of recoverable ore reserves.

Drill hole data is extracted from a GeoSequel database and is examined for quality purposes. The data checks include ensuring correct drill collar coordinates and correct drill hole azimuth and dip record. The physical and chemical data sets are each reviewed for values that do not appear reasonable. If a discrepancy is noted, it is resolved by consulting the plant laboratory and the data set is corrected. A judgment call is made whether to isolate and ignore suspect data from historic, pre-2010 records.

 

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Three dimensional geologic solid models are created using Leapfrog software and the lithologic data contained in the drill hole database. The solid models generated for a deposit include at least one diatomite ore solid but may contain as many as four or more solid layers for diatomite ore. Geologic solid models are also constructed for ash seams interbedded in a diatomite ore deposit, soil and alluvium that occurs as waste overburden, and volcanic units that form the bottom of the ore zones.

Assay data is composited as 5 ft. sample lengths constrained within the ore solids. Composite grades are assigned as length weighted values. As a conservative model step, grade estimations include all sample values, and no high values are capped. Use of a cap to treat an anomalous high value would result in an inappropriate downgrading of the high value to be used in the estimation. Lab values reported as ‘below detection limit’ are set as a value of one-half of the detection limit. There are no cases where the reported lab values exceed an upper detection limit.

The block dimensions are routinely assigned as 25 ft. (x) by 25 ft. (y) by 5 ft. (z) as the smallest minable unit (“SMU”) for an individual deposit. A search ellipse orientation is selected based on the strike and dip of the stratigraphic sequence determined from geologic mapping, or it is interpreted using cross sections of the diatomite deposit. The search ellipse uses a 10:10:1 anisotropy as the major: semi-major: minor ellipse axes, respectively, in order to honor the layered character of the deposits formed in the lacustrine depositional environment.

An ore model block is considered as measured if it is contained in a 200 ft. search ellipse and an ore model block is considered as indicated if it is contained within a 400 ft. search ellipse. The 200 ft. and 400 ft. search distances are used because a close agreement is demonstrated between estimated in-situ ore quality and the grade quality of mined ore production as determined in

 

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stockpile sampling evaluations reported as certificate of analysis. To be designated as measured, an ore model block is further required to have at least five composite grade values within the 200 ft. search ellipse. To be designated as indicated, an ore model block is further required to have at least three composite grade values within the 400 ft. search ellipse. In all cases the maximum number of eight samples is used to estimate a block grade.

The block model grade estimations use an inverse distance cubed (“ID3”) interpolation method. Sets of block grade estimation using nearest neighbor, varying powers of inverse distance, and ordinary kriging methods were evaluated in a block model validation study. The ID3 interpolation was selected because this produced the most reasonable result for block model estimation in the validation study. The ID3 block models are validated by a combination of comparing block statistics with composite drill hole grade statistics and comparing graphical, cross sectional, displays of estimated block grades with composite drill hole grade values.

The ore volume that is measured in the SURPAC module’s block model is reported in cubic ft. This volume is converted to BCY. A mining recovery ranging from 75% to 90% is assigned to account for ore losses resulting from mining transitions from waste to ore and ore to waste horizons. The mining recovery used for the deposits in the Colado Mine is most commonly 85%. The recoverable ore is calculated by multiplying the in-situ ore volume by the recoverable ore factor. The recoverable ore is converted to a value of SCY by multiplying by 110% (swell factor) determined as the volume increases due to moving the ore with loader and truck from the mine bench to the stockpile. Next the SCY is converted to a dry ore ton using a factor of 3:1. The Resource tons are equal to the dry ore tons and are reported as the recoverable ore tons and reported to the SEC in U.S. Silica’s annual reports. Recoverable ore tons also meet the requirements of having a completed mine plan and obtaining an operational mine permit from the BLM and the BMRR.

 

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WESTWARD utilized two approaches in confirming U.S. Silica’s internal Colado Site reserve estimates: data verification and process verification. The purpose of data verification was to address whether data incorporated in the U.S. Silica’s models was supported by documentation and that the model inputs matched those documents. The purpose of process verification was to address whether U. S. Silica’s results could be replicated using identical data sets.

 

11.2

Data Verification Methodology

WESTWARD coordinated with U.S. Silica personnel to compile copies of all available exploratory field logs, gradational test results and a database of the geologic model inputs. Once compiled a spreadsheet was developed including a list of all exploratory boings from the model and their locations, elevations, and exploration depths. If supporting documentation was available, it was indicated on the spreadsheet next to the associated boring.

To address whether model inputs matched supporting documentation, field logs were checked against lithological inputs to the Atlantis deposit model. At least 30% of modeled borings were checked against field logs.

 

11.3

Process Verification Methodology

WESTWARD developed an independent geologic model of the Atlantis deposit from the provided U.S. Silica data inputs, setbacks, and mining assumptions. RockWorks21 modeling software was used to develop the independent model with the Inverse Distance Weighting algorithm and a 40x40x1 ft. model resolution. Volumetric estimates of in-situ raw material for each mine block were extracted from the model. Reductions were made for reported production based on the provided topo date resulting in a bank cubic yard volume of ore. This value was compared against U.S. Silica estimates.

 

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11.4

Results

During the data verification process, WESTWARD determined that supporting documentation was not available for every boring incorporated into the U.S. Silica geologic models. This is primarily due to the vintage of some of the drilling performed by EP Minerals prior to being purchased by U.S. Silica. Handwritten logs were not converted into electronic documents. Where performed, WESTWARDS process verification resulted in a less than four (4) percent difference between the U. S. Silica and WESTWARD bank cubic yard ore estimates. This is acceptable.

 

11.5

In-Situ Recoverable Ore Resources

There are numerous individual pits at the Colado Site that have been mined over the years to various degrees. Not all are being actively mined as of the date of this report. Only pits that are currently designated with proven or probable reserves equal to, or greater than, 100,000 tons were considered material by U.S. Silica for this report. It must be noted that there are several other pits with indicated and measured resources as well as proven or probable reserves that were not included in the recoverable ore estimates provided in this report. The overall volume of recoverable DE is higher than what is presented herein. As of December 31, 2021, the mineral reserves of the Colado Site are reported as follows:

 

Deposit Classification

   In-Situ, Recoverable
Ore Tons*
 

Measured Resource

     1,100,000  

Indicated Resource

     3,361,000  
  

 

 

 

Total

     4,461,000  
  

 

 

 

 

*

Tons rounded down to the nearest 1,000

Table 11.1 U.S. Silica In-Situ, Recoverable Ore Resources Estimate.

 

11.6

Cut Off Grade

Cut-Off grade is the minimum grade required for a mineral or metal to be economically mined (or processed). At the Colado Site, material is considered to be economically recoverable when

 

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the cost to extract, process and then sell the material results in a profit. There is no single “cut-off grade” for the total recoverable ore resource estimation at a mine site because the direct-shipping grades are fixed by the sale contract and tailored to each customer’s specific particle sizing and physical characteristic requirements.

Exploration and testing are performed to determine where the recoverable/saleable material is located. Only areas that meet the criteria for being economic are mined. The recoverable material is defined in individual mine blocks that are created based on exploration results. Only blocks with economic deposits of DE are modeled. Please refer to Section 19.0 Economic Analysis for pricing information.

12.0 MINERAL RESERVE ESTIMATES

 

12.1

U.S. Silica Methodology

For the in-situ DE deposit at the Colado Site, indicated resource areas were converted to probable reserve areas due to fewer available drill logs or locations and larger spacing distances between drill holes than what is in the measured resource areas. The deposit varies in location and thickness due to faulting and a higher degree of drilling is required to adequately define the limits of economically recoverable DE in these areas.

Measured resource areas were converted to proven reserve areas based on a sufficient number of drill holes with adequate spacing in conjunction with several modifying factors.

Modifying factors such as required and sustainable infrastructure (Section 15), market studies (Section 16), environmental considerations and permitting (Section 17), capital and maintenance costs (Section 18) and economic analysis (Section 19) have been completed or are in place. This allows for unencumbered mining and processing at the Colado Site. A robust need for DE and extended high sales volumes make the mine viable. These factors demonstrate the economic viability of the in-situ DE deposit at the Colado Site.

 

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12.2

In-Situ Recoverable Ore Reserves

There was sufficient data available for review to convert the Measured and Indicated Mineral Resources, as discussed above, at the Colado Site to Proven and Probable Mineral Reserves. Reserve estimates of in-situ DE as of December 31, 2021 reported by U.S. Silica are shown in Table 12.1 below.

 

Deposit Classification

   In-Situ,
Recoverable
Ore Tons*
 

Proven Reserve

     1,100,000  

Probable Reserve

     3,361,000  
  

 

 

 

Total

     4,461,000  
  

 

 

 

 

*

Tons rounded down to the nearest 1,000

Table 12.1 U.S. Silica In-Situ, Recoverable Ore Reserves Estimate.

 

12.3

Cut-Off Grade

Cut-Off grade is the minimum grade required for a material to be economically mined (or processed). Please refer to section 11.6 Cut Off Grade for the discussion pertaining to the Colado Site.

13.0    MINING METHODS

U.S. Silica mines DE approximately 19 miles northwest of the town of Lovelock, NV. The mine provides raw DE ore to the plant located in Lovelock, NV which is approximately 19 miles to the southeast. The Colado mine encompasses approximately 1,456 acres of a total of approximately 7,025 acres of land U.S. Silica has under lease. Figure 1.1 in Section 1.0 Executive Summary, shows the Colado boundaries, and the mining locations identified by U.S. Silica.

 

13.1

Mining Environment

The thicknesses of economically viable DE deposits in the Colado mine area range from a few inches to 50 ft. The DE deposits vary slightly in physical characteristics. This variation is useful

 

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to U. S. Silica in blending products at the Colado plant to tailor final products for specific customers. The mining horizons are separated by a waste product called volcanic tuff.19 Tuff is a common material in the basin and range geologic setting in Pershing County, NV.20 Tuff varies in thickness depending on its distance from the volcanic vent. In addition to the interbedded21 tuff material and basalt,22 layers may overlay the other deposits. If present, this basalt layer and any overlying organics and dirt (all called overburden) must be removed before mining the DE.

Colado is in topography known as basin and range. The surface is a mix of gentle undulating landforms to small scale uplifts forming small cliffs. From a mining standpoint, this type of surface irregularity does not provide unwieldy difficulty. Figure 13.1 shows the typical topography at the Colado Site. The DE mining horizons at Colado are relatively shallow and are moderately dipping.23 These traits favor surface mining by conventional methods. Where the DE is relatively friable,24 it is considered mineable. The friability of the deposit, a limited amount of overburden, and the relatively shallow dip of the deposit are the characteristics which designate the deposit as mineable.

 

19 

Tuff is a common name of a pyroclastic rock made up of volcanic ash which was ejected from a volcano, likely through a vent or hole in the side of the volcano. (https://geology.com/rocks/tuff.shtml and https://www.mindat.org/min-48591.html).

20 

“Geologic units in Pershing County, Nevada, “USGS, https://mrdata.usgs.gov/geology/state/fipsunit. php?code=f32027.

21 

Interbedded implies the mineral may occur between other units of the geologic column; when mined it is called “interburden.”

22 

Basalt is a fine-grained igneous rock that is the most common rock under the earth’s surface which usually forms as a flow of molten rock (https://geology.com/rocks/basalt.shtml).

23 

Dipping refers to a deposit that is not horizontal and the plane of the deposit is inclined to the horizontal plane.

24 

Friable is “a rock or mineral that crumbles naturally or is easily broken, pulverized, or reduced to powder, …; “Illinois State Geological Survey, https://isgs.illinois.edu/outreach/geology-resources/friable.

 

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Figure 13.1 Typical rolling landform and vegetation at Colado.

There are nine open pit mining locations at Colado. These pits are named Atlantis, Horseshoe Basin, Quivera, Antelope Basin, Tunnel Hill, Burro Basin, Black Butte, Tarp Stand and Liberty (Figure 13.2).25 Currently, active mining is occurring in only two of these pits Atlantis and Horseshoe Basin-Quivera. Figure 13.3 shows the arrangement of these production areas. Colado operates under a 2001 Plan,26 which provided approval for disturbance and operation on 968.7 acres. In 2018, an “as built”27 reconciliation was performed to determine the extent of unauthorized disturbance. The amount of surface disturbance was found to be 1,372.9 acres, exceeding the permitted acreage by some 404.2 acres. The BLM and the State of Nevada

 

25 

Email from Terry Lackey from December 2, 2021, on geotechnical.

26 

The term “2001 Plan” is used here without specificity to represent the Plan of Operations and permits required by the Bureau of Land Management and the State of Nevada in place to allow ongoing operations of Colado in 2001.

27 

The term “as-built” refers to a revision of the plan based on the essential completion of initial construction parameters and the actual surface disturbance of the project upon the on-set of operations.

 

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allowed the bond to be increased to account for the additional disturbance.28 In October 2021, a Minor Modification for 55 acres was approved by the State for additional surface disturbance on private lands in the new South Knob (Horseshoe Basin) mine area.

 

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Figure 13.2 Colado Layout.

 

28 

EP Minerals, LLC Colado Mine Project, Mine Plan of Operations, NVN-065329/ Nevada Reclamation Permit No. 0182, Major Modification submittal of November 2021, EM Strategies for EP Minerals, LLC.

 

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Figure 13.3 Current mining areas at Colado.

 

 

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The mine capacity is approximately 3.0 MM yd3 of stockpiled DE ore. The average annual production for the last five years has been approximately 600 K yd3 of stockpiled DE. Colado schedules mining approximately 200 days per year.29 Figure 13.4 shows a typical cross section of the various benches at Colado. The DE deposit is the light-tan-colored lenticular deposits in the benches. Individual pits will vary.

 

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Figure 13.4 Typical cross section of different mining benches.

Mining has been ongoing at the Colado Site since 1986. U.S. Silica acquired the right to mine in May of 2018 with the acquisition of EPM. No site visit was made by the mining QP. The information presented in this section is based on a review of previous technical reports available for the Colado Site, discussions with U.S. Silica’s team and site photos from the WESTWARD site visits. Opinions herein are based on those reports provided to the QP by U.S. Silica, literature search of available information, and interviews of available U.S. Silica personnel.

 

29 

Email from Terry Lackey of November 14, 2021, on equipment and capacity.

 

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13.2

Overburden and Interburden Waste Handling

The vegetation on the future mining areas on the Colado property is classified as either “Salt Desert Scrub” or “Sagebrush Steppe.”30 This type of vegetation is sparse and relatively easily cleared. The typical vegetative cover and basalt overburden is shown in Figure 13.5. The practice at Colado is to remove the organic material and brush as part of the basalt overburden removal process. Organic soils are nonexistent to less than 1 ft. across the property. Drilling and experience have shown the anticipated depth of the overburden will remain in the range where U.S. Silica believes the organic and other deleterious materials can be removed in this manner throughout the life of the mine.31

 

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Figure 13.5 Typical vegetative scrub and basalt cap rock in the overburden overlying the

mining horizon at Colado.

 

30 

“An annotated checklist of the bryophytes of Nevada, with notes on collecting history in the state,”

https://www.researchgate.net/publication/228360582_An_annotated_checklist_of_the_bryophytes_of_Nevada_with_notes_on_collecting_history_ in_the_state.

31 

Email from Terry Lackey of December 2, 2021, email from Terry Lackey on geotechnical.

 

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The basalt overburden and the tuff interburden are waste products produced as U.S. Silica removes the DE ore. The quantity of waste material moved is dependent upon the local lithology and the quantity of DE needed for the raw DE stockpile. The waste is mined separately from the ore by conventional open pit methods using excavators and other conventional mining equipment. Blasting may be required to fragment the basalt cap rock and the less friable tuff interburden from time to time.32 Drilling and blasting are performed by a contractor.33 The tuff interburden layers between the primary ore strata are mined in 15-to-20-ft. benches. Colder winter months are reserved for overburden removal operations and reclamation projects.34

The tuff waste and other non-basaltic waste are subject to erosion from wind and water. In July of 2021, Golder Associates Inc. (“Golder”) authored a report35 addressing the construction of certain waste dumps in a manner which complies with the objectives set forth in the Modified Plan of Operation, submitted by U.S. Silica in November of 2020. The Modified Plan of Operation and subsequent Golder report requires segregation of the waste so the basalt overburden can be used to cap the erodible interburden material in a manner which protects the waste materials from wind and water erosion and establishes vegetation appropriate for the life zone of the surrounding area.

In their report Golder developed mining and blasting recommendations for the basalt to provide the synergistic use of the material for reclamation purposes. U.S. Silica has a procedure in place to mine, segregate, and place the waste materials in a manner consistent with industry best practices and the Golder July 2021 report. This procedure is part of their November 2, 2021, Major Modification submission.36 The QP believes the plan in place to handle the overburden and interburden is a best practice.

 

32 

Terry Lackey email of November 11, 2021, on face heights.

33 

IT Service Desk - RE_ SK1300 - Mine Info.msg, email of September 21, 2021, from Joe Petersen.

34 

Internal U.S. Silica document, “Reserve Report: Colado Complex – Lovelock, NV,” 200714 - Colado Mine NV - FINAL - USS Internal Reserve Report.

35 

“Basalt Overburden Closure Cover Evaluation, U.S. Silica Colado Mine,” Golder Associates Inc., July 8, 2021.

36 

Email from Terry Lackey of December 2, 2021, on geotechnical.

 

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13.3

Mining Process

Mine engineering design factors, and current operational practices are critical in defining mine-bench parameters. The objective is an ultimate overall 45-degree highwall slope with substantial safety benches. This is the standard design constraint used on all current and active U.S. Silica mine designs.

Each pit has its own local geologic characteristics. The DE bench heights are reported to be between 20 and 25 ft.37 depending on the pit and the location within a given pit. U.S. Silica reports the constraining factors for bench height are mining equipment limitations and engineering design controlled by the rock mechanics.38 Excavation depth, for the benches in the diatomaceous earth, is limited to approximately 10 ft. due to the limitations of the tracked excavator. Two passes on each bench are required to mine the total height of the bench. No blasting is required due to the friable nature of the DE deposit.

Once exposed by removal of overburden and interburden waste rock, the DE is loaded into articulating haul trucks by a tracked excavator. Using haul roads within the mine, the haul trucks move the DE ore to raw ore stockpiles near the pit. The Colado Site operates year-round with ore mining activity starting in early spring and concluding sometime in the late fall when either sufficient ore has been stockpiled, or when inclement weather makes ore mining too costly or difficult. The April to November timeframe provides optimum working conditions. Dry hot weather aids the natural drying of the ore in the stockpiles.39

 

37 

Email from Terry Lackey of December 2, 2021, relative operational practices.

38 

Email from Terry Lackey of December 2, 2021, relative operational practices.

39 

Internal U.S. SILICA document, “Reserve Report: Colado Complex – Lovelock, NV,” 200714 - Colado Mine NV - FINAL - USS Internal Reserve Report.

 

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December 31, 2021

   Amended as of September 30, 2022

 

13.4

Mine Ore Stockpiles

Mining is seasonal, but the Colado plant operates year-around to meet market demand. As a result, a large stockpile of raw DE is required to act as a buffer for processing-plant feed when the mine is not operating. Mined ore is placed in one of several stockpiles based upon the grade of the ore and the current needs of the plant. Stockpiles of ore are constructed in the vicinity of the pit where the ore was mined to maximize the utilization of the mining haul trucks. Stockpile areas are constructed with appropriate drainage for storm water runoff.

Raw ore is allowed to dewater in the stockpile and usually remains at the Colado Site for approximately 1 year. U. S. Silica maintains control of the stockpiles to segregate the raw ore into stockpiles of similar physical characteristics. This allows blending of the various stockpiles to provide a specific blended product at the plant to meet customer needs.

The most efficient logistics, from the mine stockpiles to the processing plant northeast of Lovelock, NV is by standard over-the-road semi-tractor trailer haul trucks. The semi-truck hauling from the pit stockpile to the processing plant operates 365 days per year and 24 hours per day. The location of the processing plant, relative to the mine sites, is shown in Figure 3.2, northeast of Lovelock along Interstate 80.

 

13.5

Pit Repair and Maintenance

The loading and hauling are performed on a contract basis and, therefore, the mobile equipment repair and maintenance is handled by a contractor. The costs thereof are part of the fee paid by U.S. Silica during the duration of the contract period.

 

13.6

Mine Equipment

The mine uses hydraulic excavators as the primary loading equipment in the pit. Hauling is performed by articulating haul trucks with approximately 40-ton capacity. Miscellaneous mining and support equipment include dozers, motor grader, water truck, service trucks, etc. The

 

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equipment is largely owned by U.S. Silica with a few pieces leased. The buy versus lease decision is a financial one and made at the time of acquisition of a piece of capital equipment. The mobile equipment used for mining is shown in Table 13.1.

 

13.7

Colado Plant Raw Ore Movement

Stockpiled raw DE ore is moved from the mine pit location to the plant northeast of Lovelock, NV using semi tractors and trailers. This equipment is owned by U.S. Silica. The buy versus lease decision is a financial one and made at the time of acquisition of a piece of capital equipment. The mobile equipment used for stockpiled material transport is shown in Table 13.2.

This section intentionally left blank.

 

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Manufacturer

  

Type

  

Model

   Year     

Owned/

Leased

Caterpillar

   Dozer    D9R      1997      Leased

Caterpillar

   Dozer    D9R      1996      Owned

Caterpillar

   Motor Grader    14H      2003      Owned

Caterpillar

   Front-End Loader    996C      1975      Owned

Caterpillar

   Front-End Loader    996C      1975      Owned

Volvo

   Articulated Haul Truck    A35D      2001      Owned

Volvo

   Articulated Haul Truck    A35D      2001      Owned

Volvo

   Articulated Haul Truck    A35D      2001      Owned

Volvo

   Articulated Haul Truck    A40D      2004      Owned

Volvo

   Articulated Haul Truck    A40D      2004      Owned

Volvo

   Articulated Haul Truck    A40D      2004      Owned

Volvo

   Articulated Haul Truck    A40D      2004      Owned

Volvo

   Articulated Haul Truck    A40F      2012      Owned

Kawasaki

   Front-End Loader    95Z      2006      Owned

Volvo

   Front-End Loader    150C      1996      Owned

Volvo

   Front-End Loader    180E      2006      Owned

Volvo

   Front-End Loader    180F      2010      Owned

Hitachi

   Excavator    EX1200      2013      Leased

Hitachi

   Excavator    2ZX600      2004      Leased

Komatsu

   Excavator    PC1250      2004      Owned
   Forklift         1980      Owned

Volvo

   Excavator    EC750EL      2018      Leased

Komatsu

   Excavator    PC1250      2019      Leased

Volvo

   Articulated Haul Truck    A60H      2017      Leased

Volvo

   Articulated Haul Truck    A60H      2017      Leased

Volvo

   Articulated Haul Truck    A60H      2017      Leased

Volvo

   Articulated Haul Truck    A60H      2019      Leased

Komatsu

   Dozer    D275AX      1991      Leased

Caterpillar

   Front-End Loader    980M      2018      Leased

Volvo

   Articulated Haul Truck    A40G      2018      Owned

Table 13.1 Mining equipment currently employed by U.S. Silica at the Colado mine.

 

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December 31, 2021

   Amended as of September 30, 2022

 

Manufacturer

  

Type

   Year     

Owned/

Leased

Peterbilt

  

Semi Tractor

     1996     

Owned

Peterbilt

  

Semi Tractor

     2001     

Owned

Peterbilt

  

Semi Tractor

     2012     

Owned

Peterbilt

  

Semi Tractor

     2015     

Owned

Peterbilt

  

Semi Tractor

     2015     

Owned

Peterbilt

  

Semi Tractor

     2020     

Owned

Peterbilt

  

Semi Tractor

     2020     

Owned

International

  

Semi Tractor

     2001     

Owned

Peterbilt

  

Semi Tractor

     1996     

Owned

Kenworth

  

Semi Tractor

     1994     

Owned

N/A

  

Water Truck

     1975     

Owned

Star Semi

  

Trailer

     2008     

Owned

Star Semi

  

Trailer

     2009     

Owned

Star Semi

  

Trailer

     2009     

Owned

Star Semi

  

Trailer

     2011     

Owned

Star Semi

  

Trailer

     2011     

Owned

Star Semi

  

Trailer

     2011     

Owned

Star Semi

  

Trailer

     2011     

Owned

Trinity Eagle Bridge

  

Trailer

     2020     

Owned

Trinity Eagle Bridge

  

Trailer

     2020     

Owned

Table 13.2 Mobile equipment used for stockpile material transport.

 

13.8

Mine Engineering, Planning, and Production Scheduling

The Colado Site reserves are mined by open pit methods. The operations require engineering design and monitoring for various aspects of the mining process (mine engineering). This engineering work includes, but is not limited to, rock mechanics, mine planning, environmental,

 

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   Amended as of September 30, 2022

 

safety, electrical engineering, mechanical engineering, civil engineering, etc. U.S. Silica either employs personnel responsible for these disciplines or U.S. Silica hires consulting experts to assist with the engineering needs at the mine.

A review of the mine planning and mine engineering activities demonstrates U.S. Silica exercises industry standard practices in its approach to mine engineering. In that review, the QP looked at limited examples of operational matters and the corresponding engineering and operational responses.40,41 The QP is satisfied that U.S. Silica generates a practical response, implements the necessary material actions, and exercises reasonable care to meet the standards of industry standard practices in such matters.

U.S. Silica submitted a “Modification to Plan of Operations NVN-065329/Nevada Reclamation Permit (“NRP”) No. 0182” to the BLM and the NDEP on or about November 2, 2021. This submittal was in response to a request by the BLM in January of 2021. The modification was requested to address “the unauthorized disturbance, reclamation of erosion areas, and proposed expansions for continued DE mining and processing operations at the Colado Mine Project (Project).”42

The mining at the Colado Site is sufficiently complicated that a moderate level of detailed is required in mine planning activity. This activity is normally performed by the engineering function, assisted in the field by the operations staff. The deposit of DE is reasonably uniform with no unusual risk of intrusive mineralization. However, the lithology is such that sequencing overburden and interburden removal requires sufficient coordination and appropriate planning. Regular communication between engineering staff and operating staff is necessary as mining advances.

 

40 

See email from Terry Lackey of December 2, 2021, on response to highwall stability.

41 

See email from Terry Lackey of December 2, 2021, on response to geotechnical questions.

42 

EM Strategies cover letter for the submittal of “EP Minerals LLC’s Colado Mine Project; Pershing County, Nevada – Resubmittal of Major Modification to Plan of Operations NVN-065329/Nevada Reclamation Permit (NRP) No. 0182” of November 2, 2021.

 

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The annual production schedule is determined based on the forecasted sales demand provided by the sales and marketing group. This production schedule is adjusted to produce the targeted mining volume by factoring in losses for waste, in-pit uses, etc. Production schedules are then developed to assure adequate feed is provided to the processing plant to meet the finished-goods demand in a timely manner. Table 13.3 shows the estimated production through 2030.43 This is achievable with current contractual arrangements in the pit, U.S. Silica equipment, and U.S. Silica personnel. A projection consistent with this analysis for mine production levels is included for the life of mine in the Economic Analysis section of this report.

 

Year

   Forcast DE
Finished Goods
Sales (KT)
     Annual
Mining
Volume (KT)
 

2020 Actual

     115        138  

2021 Actual

     120        145  

2022 Projection

     122        148  

2023 Projection

     125        151  

2024 Projection

     127        154  

2025 Projection

     130        157  

2026 Projection

     133        160  

2027 Projection

     135        163  

2028 Projection

     138        166  

2029 Projection

     141        169  

2030 Projection

     143        173  

Table 13.3 Historical and projected sales volumes and production schedule required to meet finished goods requirements through 2030.

 

43 

SEC_Economic Analysis_Model_LM_LL_OT_FYATS_20220819 provided by U.S. Silica.

 

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December 31, 2021

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As of December 31, 2021, the Colado Site employed 134 people. 35 work in the production of mining and stockpiling raw DE ore at the individual pits. 99 work at the Colado plant. Table 13.4 shows the current manning at the Colado location.

 

MINE OPERATIONS

   QUANTITY  

Mine Operators

     16  

Mine Maintenance

     4  

Shop Maintenance

     2  
  

 

 

 

TOTAL Mine Operations

     22  
  

 

 

 

LOGISTICS OPERATIONS

   QUANTITY  

Load and Haul

     7  

SALARY STAFF

   QUANTITY  

Mine Supervision

     4  

Logistics Supervision

     1  

Mine Maintenance

     1  
  

 

 

 

TOTAL Salaried Staff

     6  
  

 

 

 

Table 13.4 Manning table for the Colado mine.

Figures 13.6, 13.7, and 13.8 below are the final pit design maps for the Antelope, Atlantis and Horseshoe Basin pits, respectively.

 

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   Amended as of September 30, 2022

 

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Figure 13.6 Final pit design for Antelope pit.

 

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   Amended as of September 30, 2022

 

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Figure 13.7 Final pit design for Atlantis.

 

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   Amended as of September 30, 2022

 

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Figure 13.8 Final pit design for Horseshoe Basin.

 

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December 31, 2021

   Amended as of September 30, 2022

 

14.0 PROCESSING AND RECOVERY METHODS

Once the DE is extracted, it is placed in a designated stockpile area to dry. Occasionally the material will be turned with a dozer or other piece of mechanized equipment to facilitate drying at the mine site. No beneficiation44 of the DE is performed at the Colado mine. The DE is loaded into over-the-road trucks and is transported to the processing plant located in Lovelock approximately 19 miles to the east from the mine utilizing private, county, and state public roads. The plant is located about seven (7) miles northeast of the town of Lovelock, NV. Figure 14.1 shows the relative location of the Colado mine and the processing plant and the approximate haul route in red. The one-way haul to the plant from the mine site is approximately 24 miles.

 

LOGO

Figure 14.1 Haul route from the Colado mine to the plant located in Lovelock, NV.

 

 

44 

Beneficiation is the treatment of raw material (such as diatomaceous earth) to improve physical or chemical properties of the raw ore to improve the economic value of the ore.

 

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   Amended as of September 30, 2022

 

The Colado plant was initially built in 1959 and acquired by U.S. Silica in connection with the completion of the acquisition of EP Minerals in May 2018.45 The DE products produced here are sold under the name Celatom®46 and have numerous industrial and commercial applications, primarily as filtration and fine-filler products. U. S. Silica also blends the DE produced at the plant with cellulose fibers (Pre-co-Floc®), produced by U. S. Silica elsewhere, as a pre-blended filer aid called Dialose®.47

The Colado plant is the largest DE processing facility in the world.48 The plant normally operates 365 days per year, and twenty-four hours per day. The DE production capacity is approximately 162 K tons annually of finished goods.49 DE production capacity is ultimately limited by the nature of the raw feed and the capacity of plant processing equipment. U.S. Silica indicates a reasonable 82-percent mechanical availability for their plant.50

The annual production of finished goods at the plant is a function of customer demand and plant capacity. Total demand and product mix varies relative to economic cycles of end users and the competitive environment. The plant operating personnel periodically coordinate with the sales group to produce finished goods to meet a sales forecast.

Table 13.3 shows the yearly production history and a forecast for the production of DE products through 2030. Based on finished goods production from prior years, this plant production is achievable with current equipment and personnel. A projection consistent with this analysis for total sales volume is included for the life-of-mine in the Economic Analysis section of this report (Section 19.0).

 

45 

Form 10-K U.S. Silica Holdings, Inc., Annual report [Section 13 and 15(d), not S-K Item 405] 2021-02-26

46 

https://epminerals.com/minerals

47 

https://epminerals.com/products/dialose

48 

https://www.ussilica.com/locations/lovelock-nv

49 

Austin Campbell Email of August 26, 2022.

50 

Ibid.

 

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Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

14.1

DE Processing Description

The mine at Colado operates seasonally during non-freezing months. The seasonal nature of the mining operation and the required full-year operation of the Colado plant requires the raw ore at the mine to be stockpiled at the mine and moved to the plant to meet market demand. This stockpiling has the benefit of allowing the mined ore to partially dry as it sits at the mine. Various grade-segregated stockpiles are maintained at the Colado-mine-site pits for blending of different grades of DE ore mined at Colado to optimize the feed to the plant.

Stockpiled ore from the Colado mine is hauled to the plant by OTR trucks and dumped into a raw-ore feed hopper at the plant. The raw ore is conveyed into a crusher where it is sized appropriately for the DE-plant processes. The crushed ore is carried by bucket elevator into one of two crude-ore bins for storage until needed in the processing plant. There are three separate DE production lines. Two of the lines share crude-ore feed but diverge from that point into unique DE production lines. As needed, crude ore from the bins is metered into the pneumatic conveying system which dries the material with hot air as it is conveyed.

Various mills and cyclones beneficiate the in-process ore before introduction as feed into one of three horizonal rotary kilns. After calcining in the rotary kilns, the DE undergoes milling and sizing to produce the desired finished goods. Prior to entering one of the three kilns, U. S. Silica introduces soda ash as a flux to help in the process and to assist with coloration characteristics.

When there is demand, U. S. Silica blends cellulose to previously packaged DE products and then repackages the blended material to produce Dialose. The final DE products are either bagged and palletized, loaded into bulk bags51, or loaded into rail cars. The process produces approximately 20.5% waste.52 Figure 14.2 shows the layout of the Colado plant and Figure 14.3 is a general representation of the DE production circuits at the processing plant and does not

 

51 

Also known commonly as “Super Sacks.”

52 

Sec_Economic_Analysis_Model_LM_LL_OT_FYATS_20220819 provided by U. S. Silica.

 

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show all the equipment in a given line. U. S. Silica owns the majority of the plant processing, packaging, and shipping equipment. Rail cars utilized for shipping to customers are leased by U.S. Silica.53

 

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Figure 14.2 Colado plant layout.

 

53 

Email of August 25, 2022 from Joe Petersen.

 

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   Amended as of September 30, 2022

 

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Figure 14.3 Generalized representation of a DE processing line at the plant.

 

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   Amended as of September 30, 2022

 

14.2

Plant Manning

The plant employees 99 people. Table 14.1 shows the census of the employees by high-level job function and the division of labor between plant production, maintenance, and the packaging and shipping functions. The salaried workforce numbers five (5) and there is a quality control department which employs eight (8) people.

 

COLADO PLANT FUNCTION

   QUANTITY  

Plant Operations

     18  

Plant Maintenance

     20  

Packaging

     27  

Shipping

     21  

Quality Control

     8  
  

 

 

 

TOTAL Plant Operations

     94  
  

 

 

 

Salaried Staff

     5  
  

 

 

 

TOTAL Colado Plant

     99  
  

 

 

 

Table 14.1 Manning table for the Colado plant.

15.0 INFRASTRUCTURE

The Colado Site has been operating in this location for many years. The mine is located in a remote area with mountainous topography with few improved roads and installed infrastructure. The required infrastructure has generally been provided by the mine operator. Historically, the Colado operator has been able to meet the demand for raw ore with the existing infrastructure. The plant, about seven (7) miles northeast of the town of Lovelock is rural and remote from development. The infrastructure required to maintain a sustainable presence in this generally rural local community is in place. The overall infrastructure required for the future ramp-up of operations to nameplate54 capacity is in place. Capital is commented on in Section 18.0.

 

54 

Nameplate is a term for the theoretical maximum capacity for a piece of equipment. For a mine it is the theoretical maximum capacity of the lowest producing unit operation such as loading, the haul ft., etc.

 

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15.1

Road and Truck Access

The mine and the plant are accessible by private road, or by roads maintained by the State. Road access is critical for the delivery of materials used in the mining and beneficiation of raw ore, materials blended with finished goods, and for shipment of finished goods to U.S. Silica customers. The mine has access to roadways rated for the loads to be shipped to and from the facility. Figure 14.1 shows the access to the Colado mine using CR 399 (7 Troughs Road) that connects to Interstate 80 east of the Colado Site. The plant has access to Business Highway 95 (Upper Valley Road), which provides access to Interstate 80, just east of the plant. These roads are rated for the loads to be shipped to and from the facility. Truck loading capacity is limited by the rate at which the existing equipment can load trucks. Minimal updates are necessary to the road infrastructure. Figure 14.2 shows the plant and roadway configuration.

 

15.2

Rail

The Union Pacific Railroad (UP) roughly follows Interstate-80 along the Humboldt River and serves the processing plant (Figure 15.1). The rail infrastructure is a critical component for the transportation of the finished goods from the plant and for the receipt of goods used in the processing of DE. The UP owns and maintains the rail outside the property owned by U. S. Silica. U. S. Silica owns, and contractors maintain, the rail infrastructure on the U. S. Silica property. The UP picks up loaded rail cars and returns the empties to the plant off of the mainline. U. S. Silica handles the in-plant switching using a Trackmobile Railcar Movers.55 Routine inspections occur from time to time by the UP.

 

55 

A Trackmobile is a flexible rail car moving vehicle with both steel rail wheels and rubber tires. It is capable of traveling either on rail or on a roadway and is efficient for the movement of multiple rail cars.

 

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U.S. Silica maintains rail-car loading, storage, and handling facilities at Lovelock. Bulk product is loaded into covered hopper cars in one of three locations. Two of these locations are partially enclosed. All cars are leased by U.S. Silica. Rail loading capacity is limited by the permitted hours and by the rate at which the existing equipment can load rail cars.

 

15.3

Electric Power

The Colado Site is powered primarily by diesel powered equipment. Shop and office requirements for electric power is provided by diesel generators and solar power. The plant uses electric power supplied by Nevada Energy.56 Nevada Energy has a long history of power supply in Nevada and currently serves over 2.3 million customers in Nevada. Nevada Energy is owned by Berkshire Hathaway Energy.57 Power is delivered by an above-ground network of pole lines running across Interstate 80 from the east and into the plant substation. Distribution to the processing plant from the substation is through a combination buried power lines and overhead poles. The Colado plant has a history of reliable electric power supply.

 

15.4

Natural Gas

Natural gas is a critical input to the plant process as it is used as a fuel for drying the crude DE ore and for firing the kilns used in the DE beneficiation process in the plant. The gas is currently supplied by Southwest Gas through Paiute Pipeline Company.58 Southwest Gas is a reliable supplier of natural gas. The natural gas is delivered to the plant via underground pipeline and is distributed into the plant through various underground pipelines.

 

56 

https://www.nvenergy.com/publish/content/dam/nvenergy/brochures_arch/about-nvenergy/our-company/territory/NVEnergy_Service_area_map.pdf

57 

https://www.nvenergy.com/about-nvenergy/our-company/history

58 

Paiute Pipeline Company is owned by Southwest Gas company. Southwest Gas Company is a publicly owned utility (NYSE: SWX).

 

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15.5

Water

Water is used primarily for dust suppression at the Colado mine. Water for the mine is supplied by a municipal water source and is trucked by tanker to the Colado Site. Water for use at the Colado plant is provided by a municipal water source and is supplemented by a well on site. Potable water is provided by the municipal source.

 

15.6

Waste Handling and Disposal

The waste produced by processing raw DE ore into a finished product at the plant is collected and hauled back to the Colado mine where it is deposited. This waste consists primarily of opalite,59 basalt, sand and clay. The waste is of a nature that it can be incorporated into the reclamation plan for the Colado Site. There is adequate available waste incorporation area available at the Colado mine to incorporate the waste produced at Lovelock.

 

15.7

Buildings

The Colado mine building is a maintenance shelter used to service the mine equipment and small office portable. The shelter is adequate for the servicing equipment and for light maintenance.

The buildings at the Colado plant have undergone various modifications in its history and are adequate for the purposes of which they are utilized. The Colado plant employs an office building holding financial and administrative staff. Several buildings house the plant processing machinery and support (see Figure 14.2). These include the three lines of DE processing equipment, bagging, warehousing, loadout, employee facilities, and maintenance activities. There are several miscellaneous buildings on the plant site. All utilized structures appear to be well maintained.

 

59 

An impure form of opal.

 

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   Amended as of September 30, 2022

 

16.0 MARKET STUDIES AND CONTRACTS

U.S. Silica’s Colado plant in Lovelock, NV is a DE processing operation owned and operated by EPM, an indirect subsidiary of U.S. Silica. DE, also known as Kieselguhr or Diatomite, is a sedimentary mineral with physical properties that are like soil.

 

16.1

General Marketing Information

The Colado Site consists of approximately 1,456 acres of surface disturbance in the Project Area. The average annual production for the last 5 years has been approximately 600,000 SCY. Mine operations include eight separate open pits with four active operating areas, utilizing open pit mining methods, ore stockpiles, waste rock repositories, access roads, a staging area, a field maintenance shop, exploratory drill holes and reclaimed areas.

The Colado Site operates year-round with ore mining activity starting in early spring and concluding sometime in the late fall when either sufficient ore has been stockpiled, or when inclement weather makes ore mining too costly or difficult. The April to November timeframe provides optimum working conditions; moreover, the dry hot weather aids the natural drying of the ore in the stockpiles. Colder winter months are used for stripping operations and reclamation projects.

The final products produced in the Colado plant are mainly marketed as filtration products (filter-aids) and filler products (fine-fillers). Food grade products sold into the filtration markets are used extensively to filter out contaminants from fruit juices, wine, beer, sugar, bio-diesel fuel, high fructose corn syrup, and water. Fine-filler products are used as additives in paints, rubber, paper, and plastics. A third final product category is aggregate products, which are used primarily as industrial absorbents, catalysts, and carriers for pesticides. The aggregate volume products are significantly smaller compared to the filtration and filler products.

 

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December 31, 2021

   Amended as of September 30, 2022

 

16.1.1

DE Market

The total annual global DE market is about 1 M tons. The prices that are considered during the market study process are driven by supply and demand. In 2021 and continuing into 2022, the QP expects demand to outpace the U.S. Silica’s ability to process and ship material to the market due to rebound coming out of the COVID-19 pandemic as well as international logistics and labor issues brought on by the pandemic. When it comes to contracts pricing, the Colado Site utilized both spot-based and contractual prices. The contractual prices have an average timeframe of 2 years.

In 2020, the average selling price (“ASP”) of DE was $492.00 per ton. In 2021, the ASP rose to $566.00 per ton. DE is utilized in the food and beverage industry and the pool and recreation industry amongst others. The QP believes the projected compound annual growth rate for these industries is in the range of 3% for the food and beverage industry and 6% for the pool and recreation industry. Therefore, it is reasonable to assume that pricing will sustain and appreciate at 2% per annum thereafter for the life of mine. Consequently, in the long-term, we believe that price forecast will increase from an ASP of $577.00 per ton in 2022 to $676.00 per ton in 2030. See Table 19.1 for the projected ASP over the life of mine.

 

16.2

Material Contracts Required for Production

There are no material contracts required for production.

17.0 ENVIRONMENTAL STUDIES, PERMITTING, PLANS, NEGOTIATIONS OR AGREEMENTS WITH LOCAL INDIVIDUALS OR GROUPS

WESTWARD was contracted to provide third party review of environmental plans, permits, and requirements of the Colado mine and the Colado plant. A summary of findings is included below in Table 17.1 based on current regulatory research and documents provided by U.S. Silica.

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

Item

  

Regulatory Authority

  

Area Covered

  

Status

Reclamation Permit

   NDEP & BLM    Mines    Major Mod in Review

Industrial Stormwater Permit

   NDEP    Processing Plant    Needed

Best Practice Plan

   N/A    Mines    Complete

Class I Air Quality Operating Permit

   NDEP    Processing Plant    Approved

Class II Surface Area Disturbance Permit

   NDEP    Mines    Approved

Class III Landfill Waiver

   NDEP    Mines & Processing Plant    Approved

Hazardous Materials Permit

   NSFM    Mines    Approved

Hazardous Materials Permit

   NSFM    Processing Plant    Approved

Hazardous Materials Permit

   NSFM    Shop    Approved

Groundwater Use Permit

   NDWR    Mines/Processing Plant    Approved

Spill Prevention Control and Containment (SPCC) Plan

   EPA    Processing Plant    Complete

Stormwater Discharge Evaluation

   NDEP    Processing Plant    Complete

Table 17.1 Colado Site Permit Summary.

 

17.1

Federal Requirements

US Silica maintains a Spill Prevention, Controls and Countermeasure (“SPCC”) Plan at the plant to address requirements of the federal Oil Pollution Prevention Regulations (40 CFR Part 112). The SPCC plan establishes oil spill preparedness, prevention, planning, response, and notification procedures per the federal regulations and addresses state-specific oil spill reporting notification and response requirements as administered by the Nevada State Emergency Response Commission (NSERC).

The Colado mine operates under the Mine Plan of Operations NVN-065329/Nevada Reclamation Permit No. 0182 for mining of DE within private and BLM land. U.S. Silica received initial approval for 968.7 acres of surface disturbance in 2001. U.S. Silica has updated the plan and permit

 

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Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

over the course of mining as surface disturbance has increased. Most recently, U.S. Silica has received approval from the Nevada Division of Environmental Protection (“NDEP”) and the Bureau of Land Management (“BLM”) in fall of 2021 for minor amendments to their existing permit, including the addition of 55 acres of disturbance in the new South Knob mine area. The surety bond amount for reclamation activities in favor of BLM was increased to $17,664,227.00 per BLM requirements. U.S. Silica has since conducted an audit of as-built disturbances, resulting in the submittal of a major modification application to NDEP and BLM for review to bring their plan into full compliance with the total existing and proposed disturbed area of 1,795 acres.

The major modification application package addresses unpermitted disturbance, reclamation of erosion areas, and proposed expansions for continued DE mining operations. Compliance with the permit/plan includes submitting an annual report to the BLM and NDEP BMRR, a division of NDEP, on/before April 15th documenting surface disturbance locations, types of disturbance, and any completed concurrent reclamation that occurred in the previous calendar year.

Waste materials are placed as pit backfill and graded per the slope angle requirements specified in the plan. Basaltic material is stockpiled throughout the active operational areas to be used as the final reclamation cover for mine area features, prior to placement of salvaged growth media and hydroseeding, to encourage vegetative cover growth. The reclamation cost estimate (used to calculate reclamation surety bond) associated with the major modification package is being developed and will be submitted to the appropriate agencies for review in 2022. It is expected that approval of the major modification application will be granted in 2022.

U.S. Silica utilizes a Best Practice Plan for to prevent and respond to potential spills of fuels, lubricants, and used oil that are kept at the mine equipment service shop, Horseshoe Basin, and Section 7 Mine. As stated in the plan, there are no permanent streams or ponds within the vicinity of these operations, and mining to date has not encountered any significant groundwater. Therefore, U.S. Silica management believes that there is no reasonable likelihood of a petroleum product spill reaching waters of the state from the Lovelock mines.

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

17.2

State Requirements

U.S. Silica holds an air permit for the Colado Site authorized by NDEP including a Class I Air Quality Operating Permit #AP1499-3768 and a NDEP Class II Surface Area Disturbance Permit #AP1499-0862.04. The Class I Air Permit requires annual reports to the director including, but not limited to, throughput, production, and emissions. The Surface Area Disturbance Permit requires annual reports to the director including the status of the areas where surface disturbance is active/proposed.

NDEP has authorized a Class III Landfill Waiver (#SWW314) for the Colado Plant/Mill and (#SWW1713) to the Colado Mine allowing U.S. Silica (in EPM’s name) to dispose of wastes in on-site landfills according to their Operations Plan. Hazardous materials and liquids are not allowed to be disposed of at either site.

U.S. Silica maintains the following Hazardous Materials Permits in EPM’s name through the Nevada State Fire Marshal:

 

   

Hazardous Materials Permit (#95886) for hazardous materials/fuels located at the mine

 

   

Hazardous Materials Permit (#95888) for hazardous materials/fuels located at the mine shop

 

   

Hazardous Materials Permit (#101676) for hazardous materials/fuels located at the plant

Permits #95886 and #95888 expired in February 2022 and will require renewal from the Nevada State Fire Marshal. WESTWARD does not see any reason that these permits could not be obtained for this facility in a reasonable amount of time.

U.S. Silica is authorized by a Nevada Division of Water Resources for annual use of up to 1,052.44 acre-feet of groundwater (Permit 87089; Permit 18091, Certificate 5238; Permit 24074, Certificate 7558). Monthly reporting and meter installation requirements are specified in the respective permit approvals. This permit is associated with the processing plant which is not included in this report. Water is trucked into the mine sites for use as dust suppression from municipal sources in Lovelock.

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

Per a November 2004 stormwater drainage evaluation sealed by a registered professional engineer, the Colado plant was exempt from requirement of a Stormwater Discharge permit because the plant’s stormwater runoff does not discharge into waters of the state. The report states, “A stormwater permit is not required for a site that has drainage capacity for a 2 year, 24-hour storm.” However, this pertained only to the construction phase of the project.

Although this exemption may have been compliant with 40 CFR 122.26 and Nevada’s Construction Stormwater Multi Sector General Permit (NVR10000) requirements, the plant is now a permanent fixture and construction is complete therefor this permit no longer applies. WESTWARD recommends US Silica obtain coverage under the Nevada Industrial Stormwater Multisector General Permit (NVR050000) and prepare a Stormwater Pollution Prevention Plan to remain in compliance. WESTWARD does not see any reason that this permit could not be obtained for this facility in a reasonable amount of time.

 

17.3

Other Requirements

U.S. Silica contracted Hydro Resources Aquifer Imaging Group in 2012 to conduct a groundwater-availability study to provide background information needed to optimize the design of a geophysical aquifer-imaging survey with the Aqua Gem system at the Colado Site. Hydro conducted a two-township water well search in the mine area which did not reveal any water well records in the State of Nevada Division of Water Resources database. Hydro proposed several geophysical testing transects across the site around known fault lines in order to locate an optimal location for a proposed groundwater well.

 

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Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

The reclamation permit is issued by NDEP and BLM. Requirements for reclamation are detailed in permit reviewed by the QP. Costs associated with reclamation activities are provided in Section 19.0 Economic Analysis.

U.S. Silica does not maintain any agreements or procurement contracts with local individuals or groups for the Colado mine or Colado plant. U.S. Silica has not engaged in any agreements pertaining to hiring or local procurement.

The Colado mine and Colado plant are outside the jurisdiction of the nearest city and no local/municipal regulations apply to either site.

18.0    CAPITAL AND OPERATING COSTS

Capital and operating costs discussed in this section were developed utilizing current and historic cost data from continuous and ongoing operation of the facility, first principles, vendor and contractor quotations, and similar operation comparisons.

 

18.1

Operating Cost

Total operating costs incurred at the Colado Site from 2020 through 2021 are provided in Table 18.1. Costs include but are not limited to mining equipment, plant/shipping, wages and premiums, maintenance materials, and power.

The average cost of sales was $329.00 per ton in 2020 and $403.00 per ton in 2021. There were 134 total salaried and hourly employees in 2021.

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

Capital Costs

 

2020

   $ 1,731,000  

2021

   $ 4,670,000  

Operating Costs

 

2020

   $ 37,799,000  

2021

   $ 48,367,000  

Table 18.1 Summary of Capital and Operating Costs: 2020-2021.

18.2    Capital Costs

The average annual capital expenditure since 2020 at the Colado Site is $3,201,000, with $1,731,000 in 2020 and $4,670,000 in 2021 (Table 18.1). The higher than average capital spend in 2021 was associated with scheduled maintenance and continuous improvement projects to drive and maintain cost efficiencies.

A summary of foreseen capital expenditures through 2026 is provided in Table 18.2. As shown in Table 18.2, total estimated capital expenditure through 2026 is $16,070,000 and primarily includes routine maintenance and continuous improvement projects to drive cost and capacity efficiencies.

Listed expenditures are based on historic cost data, vendor/contractor quotations, and similar operation comparisons and are within +/-15% level of accuracy. There are risks regarding the current capital costs estimates through 2026, including escalating costs of raw materials and energy, equipment availability and timing due to either production delays or supply chain gaps.

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

Projected Capital Expenditures

 

2022

   $ 2,938,000  

2023

   $ 3,424,000  

2024

   $ 2,918,000  

2025

   $ 3,401,000  

2026

   $ 3,389,000  

Table 18.2 Summary of Projected Capital Site Expenditures: 2022-2026.

18.3    Assumptions

The capital projects are assumed to be constructed in a conventional Engineering, Procurement and Construction Management (“EPCM”) format. U.S. Silica routinely retains a qualified contractor to design projects and act as its agent to bid and procure materials and equipment, bid and award construction contracts, and manage the construction of the facilities.

18.4    Accuracy

The accuracy of this estimate for those items identified in the scope-of work is estimated to be within the range of plus 15% to minus 15%; i.e., the cost could be 15% higher than the estimate or it could be 15% lower. Accuracy is an issue separate from contingency, the latter accounts for undeveloped scope and insufficient data (e.g., geotechnical data).

19.0    ECONOMIC ANALYSIS

19.1    Operating Costs

An economic model was created for the Colado Site to provide validation of the economic viability of the estimated reserve for the life of mine. The following are the key assumptions for the base case scenario:

 

   

Proven and Probable Tons of 4,461,000 as of December 31, 2021

 

   

Revenue Growth of 2%

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

   

Tons Growth of 2%

 

   

Costs of Goods Sold Growth of 2%

 

   

Selling, General, and Administrative Expenses Growth of 2%

 

   

Capital Expenditures Growth of 2%

 

   

Inflation Rate of 2%

 

   

Tax Rate of 26%

 

   

Discount Rate of 8%

 

   

Net Working Capital Reinvestment Rate of 25%

 

   

Site Yield of 68%

The QP used budgeted 2021 costs as the benchmark for which to model operating costs throughout the life of mine and applied future site investment escalations that are consistent with demonstrated plant maintenance history and robust enough to cover future mine and production changes.

The QP based the ASP for 2022 on the ASP trends in 2021. The QP then applied a 2% per annum increase from the 2021 ASP through the life of mine. Based on ASP trends of 2021, the QP believes that 2% per annum growth rate is a reasonable method for a base case scenario. For additional information on the ASP, see “Section 16.1.1 - DE Market.”

19.2    Capital Costs

As an ongoing project that is in production and profitable, the QP established a going forward capital expenditure based on the running average capital costs at the mine from 2020 and 2021. The QP then applied a 2% per annum increase to the capital costs through the life of mine. The QP included optional capital expenditures that will be deployed as required to increase or maintain the capacity of the plant.

19.3    Economic Analysis

The financial evaluation of the project comprises the determination of the net present value (“NPV”) at a discount rate of 8%, the internal rate of return (“IRR”) and payback period (time in years to recapture the initial capital investment). Annual cash flow projections are estimated over the life of the mine based on the estimates of capital expenditures and production cost and sales revenue.

 

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Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

Review of the base case model indicates that the project has an IRR of 46%, a payback period of 0.10 years, and an NPV of $104,145,000. The Economic Feasibility Model (Table 19.1.1) was modeled on the basis of historical operational costs and future site investment escalations that are consistent with demonstrated plant maintenance history and robust enough to cover future mine and production changes.

19.4    Sensitivity Analysis

The QP assessed sensitivity of key variables, including reduction in expected selling price, increased capital expenses and associated depreciation, and operating costs. To assess these variables, the QP created moderate and upside models where the following variables were increased by the percentages listed in Table 19.2:

 

   

Average Selling Price Growth

 

   

Tons Growth

 

   

Costs of Goods Sold Growth

 

   

Selling, General, and Administrative Expenses Growth

 

   

Capital Expenditures Growth

 

   

Inflation Rate

 

   

Inflation Adjusted Discount Rate

 

   

Site Yield

The NPV of the project is null when the 2022 average selling price is reduced to approximately $433.63/ ton.

 

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Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

In Thousand (000)

  Book
Value
    2020A     2021A     2022     2023     2024     2025     2026     2027     2028     2029     2030     2031     2032     2033     2034     2035     2036     2037     2038     2039     2040     2041     2042  

Reserve Balance Tons (000)

      4,026       4,461       4,295       4,126       3,953       3,777       3,597       3,414       3,227       3,036       2,842       2,643       2,441       2,235       2,024       1,809       1,590       1,367       1,139       907       669       428       181  

Mined Tons (000)

      169       166       169       173       176       180       183       187       191       194       198       202       206       211       215       219       223       228       232       237       242       247       181  

Sold Tons (000)

      115       120       115       117       120       122       125       127       130       132       135       138       140       143       146       149       152       155       158       160       160       160       123  
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

R/S Ratio

      2.9     2.7     3.9     4.2     4.5     4.8     5.1     5.5     5.9     6.4     7.0     7.7     8.5     9.4     10.6     12.1     14.0     16.7     20.4     26.2     36.1     57.7     100.0
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

ASP (Selling Price)

    $ 492     $ 566     $ 577     $ 589     $ 601     $ 613     $ 625     $ 637     $ 650     $ 663     $ 676     $ 690     $ 704     $ 718     $ 732     $ 747     $ 762     $ 777     $ 792     $ 808     $ 824     $ 841     $ 858  

ACS (Cost of Sale)

    $ 329     $ 403     $ 411     $ 419     $ 427     $ 436     $ 445     $ 454     $ 463     $ 472     $ 481     $ 491     $ 501     $ 511     $ 521     $ 532     $ 542     $ 553     $ 564     $ 575     $ 587     $ 599     $ 611  
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

Rev

    $ 56,544     $ 67,948     $ 66,461     $ 69,146     $ 71,940     $ 74,846     $ 77,870     $ 81,016     $ 84,289     $ 87,694     $ 91,237     $ 94,923     $ 98,758     $ 102,748     $ 106,899     $ 111,217     $ 115,710     $ 120,385     $ 125,249     $ 129,322     $ 131,909     $ 134,547     $ 105,552  

Cost of Sale

    $ 37,799     $ 48,367     $ 47,309     $ 49,221     $ 51,209     $ 53,278     $ 55,430     $ 57,670     $ 60,000     $ 62,424     $ 64,945     $ 67,569     $ 70,299     $ 73,139     $ 76,094     $ 79,168     $ 82,367     $ 85,694     $ 89,156     $ 92,056     $ 93,897     $ 95,775     $ 75,136  
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

CM

    $ 18,745     $ 19,580     $ 19,152     $ 19,926     $ 20,731     $ 21,568     $ 22,439     $ 23,346     $ 24,289     $ 25,271     $ 26,291     $ 27,354     $ 28,459     $ 29,608     $ 30,805     $ 32,049     $ 33,344     $ 34,691     $ 36,093     $ 37,266     $ 38,012     $ 38,772     $ 30,417  

Change in CM

    $ —       $ 835     $ (428   $ 774     $ 805     $ 838     $ 871     $ 907     $ 943     $ 981     $ 1,021     $ 1,062     $ 1,105     $ 1,150     $ 1,196     $ 1,245     $ 1,295     $ 1,347     $ 1,402     $ 1,174     $ 745     $ 760     $ (8,355
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

SG&A

    $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —    

EBITDA

    $ 18,745     $ 19,580     $ 19,152     $ 19,926     $ 20,731     $ 21,568     $ 22,439     $ 23,346     $ 24,289     $ 25,271     $ 26,291     $ 27,354     $ 28,459     $ 29,608     $ 30,805     $ 32,049     $ 33,344     $ 34,691     $ 36,093     $ 37,266     $ 38,012     $ 38,772     $ 30,417  
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

D&A

    $ 7,058     $ 7,439     $ 7,248     $ 7,343     $ 7,296     $ 7,320     $ 7,308     $ 7,314     $ 7,311     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312  

EBIT

    $ 11,687     $ 12,142     $ 11,904     $ 12,582     $ 13,435     $ 14,248     $ 15,132     $ 16,032     $ 16,978     $ 17,958     $ 18,980     $ 20,042     $ 21,147     $ 22,297     $ 23,493     $ 24,737     $ 26,032     $ 27,379     $ 28,781     $ 29,955     $ 30,700     $ 31,460     $ 23,105  
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

Taxes

    $ 3,039     $ 3,157     $ 3,095     $ 3,271     $ 3,493     $ 3,705     $ 3,934     $ 4,168     $ 4,414     $ 4,669     $ 4,935     $ 5,211     $ 5,498     $ 5,797     $ 6,108     $ 6,432     $ 6,768     $ 7,119     $ 7,483     $ 7,788     $ 7,982     $ 8,180     $ 6,007  

Operating Income

    $ 8,648     $ 8,985     $ 8,809     $ 9,311     $ 9,942     $ 10,544     $ 11,197     $ 11,864     $ 12,564     $ 13,289     $ 14,045     $ 14,831     $ 15,649     $ 16,500     $ 17,385     $ 18,306     $ 19,264     $ 20,261     $ 21,298     $ 22,166     $ 22,718     $ 23,281     $ 17,098  
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

Plant Capex

    $ (1,731   $ (4,670   $ (2,938   $ (3,424   $ (3,244   $ (3,401   $ (3,389   $ (3,463   $ (3,494   $ (3,548   $ (3,592   $ (3,641   $ (3,689   $ (3,738   $ (3,788   $ (3,838   $ (3,889   $ (3,941   $ (3,994   $ (4,047   $ (4,101   $ (4,155   $ (4,210
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

Total Capex

    $ (1,731   $ (4,670   $ (2,938   $ (3,424   $ (2,918   $ (3,401   $ (3,389   $ (3,463   $ (3,494   $ (3,548   $ (3,592   $ (3,641   $ (3,689   $ (3,738   $ (3,788   $ (3,838   $ (3,889   $ (3,941   $ (3,994   $ (4,047   $ (4,101   $ (4,155   $ (4,210
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

Change in NWC

    $ —       $ (209   $ —       $ (193   $ (201   $ (209   $ (218   $ (227   $ (236   $ (245   $ (255   $ (266   $ (276   $ (287   $ (299   $ (311   $ (324   $ (337   $ (350   $ (293   $ (186   $ (190   $ —    
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

Net Income

    $ 6,918     $ 4,106     $ 5,871     $ 5,694     $ 6,823     $ 6,934     $ 7,591     $ 8,174     $ 8,834     $ 9,496     $ 10,198     $ 10,924     $ 11,684     $ 12,474     $ 13,298     $ 14,156     $ 15,051     $ 15,983     $ 16,954     $ 17,826     $ 18,431     $ 18,935     $ 12,887  
 

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

FCF

  $ (29,000   $ 13,976     $ 11,544     $ 13,119     $ 13,037     $ 14,119     $ 14,253     $ 14,898     $ 15,488     $ 16,145     $ 16,808     $ 17,510     $ 18,236     $ 18,995     $ 19,785     $ 20,610     $ 21,468     $ 22,362     $ 23,294     $ 24,266     $ 25,138     $ 25,743     $ 26,247     $ 20,199  

Table 19.1.1 Economic Feasibility Base Model.

 

(1)

The Cost of Sale line item includes royalties and government levies, when applicable. For further information regarding royalties and government levies applicable to Colado, please refer to Section 3.2 above.

(2)

The Book Value in the Economic Feasibility Model is as of December 2020.

 

LOGO    91    LOGO


LOGO

Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

In Thousand (000)

  Book
Value
    2020A     2021A     2022     2023     2024     2025     2026     2027     2028     2029     2030     2031     2032     2033     2034     2035     2036     2037     2033     2039  

Reserve Balance Tons (000)

      4,026       4,461       4,295       4,122       3,943       3,756       3,562       3,360       3,150       2,931       2,704       2,468       2,222       1,967       1,701       1,425       1,137       838       527       204  

Mined Tons (000)

      169       166       173       180       187       194       202       210       218       227       236       246       256       266       276       287       299       311       323       204  

Sold Tons (000)

      115       120       123       127       133       138       143       149       155       160       160       160       160       160       160       160       160       160       160       145  
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

R/S Ratio

      2.9     2.7     4.0     4.4     4.7     5.2     5.7     6.3     6.9     7.7     8.7     10.0     11.5     13.5     16.2     20.2     26.3     37.1     61.3     100.0
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

ASP (Selling Price)

    $ 492     $ 566     $ 589     $ 612     $ 637     $ 662     $ 689     $ 716     $ 745     $ 774     $ 805     $ 838     $ 871     $ 906     $ 942     $ 980     $ 1,019     $ 1,060     $ 1,102     $ 1,146  

ACS (Cost of Sale)

    $ 329     $ 403     $ 415     $ 427     $ 440     $ 453     $ 467     $ 481     $ 495     $ 510     $ 526     $ 541     $ 558     $ 574     $ 592     $ 609     $ 628     $ 646     $ 666     $ 686  
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

Rev

    $ 56,544     $ 67,948     $ 72,141     $ 78,028     $ 84,395     $ 91,282     $ 98,730     $ 106,787     $ 115,500     $ 123,919     $ 128,876     $ 134,031     $ 139,392     $ 144,967     $ 150,766     $ 156,797     $ 163,069     $ 169,591     $ 176,375     $ 165,937  

Cost of Sale

    $ 37,799     $ 48,367     $ 50,859     $ 54,480     $ 58,359     $ 62,514     $ 66,965     $ 71,733     $ 76,840     $ 81,648     $ 84,098     $ 86,621     $ 89,219     $ 91,896     $ 94,653     $ 97,492     $ 100,417     $ 103,429     $ 106,532     $ 99,264  
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

CM

    $ 18,745     $ 19,580     $ 21,282     $ 23,548     $ 26,036     $ 28,768     $ 31,765     $ 35,054     $ 38,660     $ 42,271     $ 44,778     $ 47,410     $ 50,173     $ 53,072     $ 56,114     $ 59,305     $ 62,652     $ 66,162     $ 69,843     $ 66,673  

Change in CM

    $ —       $ 335     $ 1,702     $ 2,266     $ 2,488     $ 2,731     $ 2,998     $ 3,288     $ 3,606     $ 3,610     $ 2,507     $ 2,632     $ 2,763     $ 2,899     $ 3,042     $ 3,191     $ 3,347     $ 3,510     $ 3,681     $ (3,170
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

SG&A

    $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —    

EBITDA

    $ 18,745     $ 19,580     $ 21,282     $ 23,548     $ 26,036     $ 28,768     $ 31,765     $ 35,054     $ 38,660     $ 42,271     $ 44,778     $ 47,410     $ 50,173     $ 53,072     $ 56,114     $ 59,305     $ 62,652     $ 66,162     $ 69,843     $ 66,673  
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

D&A

    $ 7,058     $ 7,439     $ 7,248     $ 7,343     $ 7,296     $ 7,320     $ 7,308     $ 7,314     $ 7,311     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312  

EBIT

    $ 11,687     $ 12,142     $ 14,034     $ 16,205     $ 18,740     $ 21,448     $ 24,457     $ 27,740     $ 31,349     $ 34,958     $ 37,466     $ 40,098     $ 42,861     $ 45,760     $ 48,802     $ 51,993     $ 55,340     $ 58,850     $ 62,531     $ 59,361  
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

Taxes

    $ 3,039     $ 3,157     $ 3,649     $ 4,213     $ 4,872     $ 5,576     $ 6,359     $ 7,212     $ 8,151     $ 9,089     $ 9,741     $ 10,426     $ 11,144     $ 11,898     $ 12,688     $ 13,518     $ 14,388     $ 15,301     $ 16,258     $ 15,434  

Operating Income

    $ 8,648     $ 8,935     $ 10,385     $ 11,991     $ 13,868     $ 15,871     $ 18,098     $ 20,528     $ 23,199     $ 25,869     $ 27,725     $ 29,673     $ 31,717     $ 33,862     $ 36,113     $ 38,475     $ 40,952     $ 43,549     $ 46,273     $ 43,927  
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

Plant Capex

    $ (1,731 )    $ (4,670 )    $ (3,034   $ (3,588   $ (3,477   $ (3,709   $ (3,772   $ (3,928   $ (4,043   $ (4,184   $ (4,319   $ (4,464   $ (4,611   $ (4,765   $ (4,923   $ (5,086   $ (5,254   $ (5,429   $ (5,609   $ (5,795
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

Total Capex

    $ (1,731   $ (4,670   $ (3,034   $ (3,588   $ (3,150   $ (3,709   $ (3,772   $ (3,928   $ (4,043   $ (4,184   $ (4,319   $ (4,464   $ (4,611   $ (4,765   $ (4,923   $ (5,086   $ (5,254   $ (5,429   $ (5,609   $ (5,795
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

Change in NWC

    $ —       $ (209   $ (426   $ (566   $ (622   $ (683   $ (749   $ (822   $ (902   $ (903   $ (627   $ (658   $ (691   $ (725   $ (760   $ (798   $ (837   $ (878   $ (920   $ —    
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

Net Income

    $ 6,918     $ 4,106     $ 6,926     $ 7,837     $ 10,096     $ 11,480     $ 13,577     $ 15,778     $ 18,254     $ 20,782     $ 22,779     $ 24,550     $ 26,415     $ 23,373     $ 30,430     $ 32,591     $ 34,860     $ 37,243     $ 39,744     $ 38,133  
 

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

FCF

  $ (29,000   $ 13,976     $ 11,544     $ 14,174     $ 15,180     $ 17,392     $ 18,799     $ 20,884     $ 23,091     $ 25,565     $ 28,094     $ 30,091     $ 31,862     $ 33,727     $ 35,635     $ 37,742     $ 39,903     $ 42,172     $ 44,555     $ 47,056     $ 45,445  

Table 19.1.2 Economic Feasibility Moderate Model.

 

(1)

The Cost of Sale line item includes royalties and government levies, when applicable. For further information regarding royalties and government levies applicable to Colado, please refer to Section 3.2 above.

(2)

The Book Value in the Economic Feasibility Model is as of December 2020.

 

LOGO    92    LOGO


LOGO

Colado, Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

In Thousond (000)

  Book
Value
    2020A     2021A     2022     2023     2024     2025     2026     2027     2028     2029     2030     2031     2032     2033     2034     2035     2036     2037  

Reserve Balance Tons (000)

      4,026       4,461       4,295       4,119       3,933       3,735       3,525       3,303       3,068       2,818       2,553       2,273       1,976       1,661       1,327       972       597       199  

Mined Tons (000)

      169       166       176       187       198       210       222       235       250       265       280       297       315       334       354       375       398       199  

Sold Tons (000)

      115       120       130       138       146       155       160       160       160       160       160       160       160       160       160       160       160       148  
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

R/S Ratio

      2.9     2.7     4.1     4.5     5.0     5.6     6.3     7.1     8.1     9.4     11.0     13.1     15.9     20.1     26.7     38.6     66.6     100.0
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

ASP (Selling Price)

    $ 492     $ 566     $ 600     $ 636     $ 674     $ 714     $ 757     $ 803     $ 851     $ 902     $ 956     $ 1,013     $ 1,074     $ 1,139     $ 1,207     $ 1,279     $ 1,335     $ 1,438  

ACS (Cost of Sale)

    $ 329     $ 403     $ 423     $ 444     $ 466     $ 490     $ 514     $ 540     $ 567     $ 595     $ 625     $ 656     $ 689     $ 723     $ 760     $ 798     $ 837     $ 879  
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

Rev

    $ 56,544     $ 67,948     $ 78,109     $ 87,763     $ 98,611     $ 110,799     $ 121,171     $ 128,442     $ 136,148     $ 144,317     $ 152,976     $ 162,155     $ 171,884     $ 182,197     $ 193,129     $ 204,716     $ 216,999     $ 212,087  

Cost of Sale

    $ 37,799     $ 48,367     $ 55,076     $ 61,300     $ 68,227     $ 75,936     $ 82,261     $ 86,374     $ 90,693     $ 95,228     $ 99,989     $ 104,988     $ 110,238     $ 115,750     $ 121,537     $ 127,614     $ 133,995     $ 129,726  
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

CM

    $ 18,745     $ 19,580     $ 23,033     $ 26,464     $ 30,384     $ 34,863     $ 38,910     $ 42,067     $ 45,455     $ 49,089     $ 52,987     $ 57,166     $ 61,646     $ 66,147     $ 71,591     $ 77,102     $ 83,004     $ 82,361  

Change in CM

    $ —       $ 835     $ 3,453     $ 3,431     $ 3,921     $ 4,479     $ 4,047     $ 3,157     $ 3,300     $ 3,634     $ 3,898     $ 4,179     $ 4,480     $ 4,801     $ 5,144     $ 5,511     $ 5,902     $ (643
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

SG&A

    $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —       $ —    

EBITDA

    $ 18,745     $ 19,580     $ 23,033     $ 26,464     $ 30,384     $ 34,863     $ 38,910     $ 42,067     $ 45,455     $ 49,089     $ 52,987     $ 57,166     $ 61,646     $ 66,447     $ 71,591     $ 77,102     $ 83,004     $ 82,361  
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

D&A

    $ 7,058     $ 7,439     $ 7,248     $ 7,343     $ 7,296     $ 7,320     $ 7,308     $ 7,314     $ 7,311     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312     $ 7,312  

EBIT

    $ 11,687     $ 12,142     $ 15,785     $ 19,120     $ 23,088     $ 27,543     $ 31,602     $ 34,754     $ 38,144     $ 41,777     $ 45,675     $ 49,854     $ 54,334     $ 59,135     $ 64,230     $ 69,790     $ 75,693     $ 75,049  
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

Taxes

    $ 3,039     $ 3,157     $ 4,104     $ 4,971     $ 6,003     $ 7,161     $ 3,217     $ 9,036     $ 9,918     $ 10,862     $ 11,876     $ 12,962     $ 14,127     $ 15,375     $ 16,713     $ 18,146     $ 19,680     $ 19,513  

Operating Income

    $ 8,648     $ 8,985     $ 11,681     $ 14,149     $ 17,085     $ 20,382     $ 23,386     $ 25,718     $ 28,227     $ 30,915     $ 33,800     $ 36,892     $ 40,207     $ 43,760     $ 47,567     $ 51,645     $ 56,013     $ 55,536  
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

Plant Capex

    $ (1,731 )    $ (4,670 )    $ (3,194   $ (3,869   $ (3,885   $ (4,264   $ (4,482   $ (4,810   $ (5,111   $ (5,457   $ (5,812   $ (6,198   $ (6,605   $ (7,042   $ (7,506   $ (8,001   $ (8,529   $ (9,092
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

Total Capex

    $ (1,731 )    $ (4,670 )    $ (3,194 )    $ (3,869 )    $ (3,558 )    $ (4,264 )    $ (4,482 )    $ (4,810 )    $ (5,111 )    $ (5,457 )    $ (5,812 )    $ (6,198 )    $ (6,605 )    $ (7,042 )    $ (7,506 )    $ (8,001 )    $ (8,529 )    $ (9,092 ) 
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

Change in NWC

    $ —       $ (209   $ (863   $ (858   $ (900   $ (1,120   $ (1,012   $ (789   $ (847   $ (909   $ (974   $ (1,045   $ (1,120   $ (1,200   $ (1,206   $ (1,378   $ (1,476   $ —    
   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

Net Income

    $ 6,918     $ 4,106     $ 7,624     $ 9,422     $ 12,547     $ 14,998     $ 17,892     $ 20,118     $ 22,269     $ 24,550     $ 27,013     $ 29,649     $ 32,482     $ 35,518     $ 58,775     $ 42,266     $ 46,008     $ 46,445  
 

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

   

 

 

 

FCF

  $ (29,000 )    $ 13,976     $ 11,544     $ 14,872     $ 16,766     $ 19,843     $ 22,318     $ 25,200     $ 27,432     $ 29,580     $ 31,862     $ 34,325     $ 36,961     $ 39,794     $ 42,830     $ 46,087     $ 49,578       $53,320     $ 53,757  

Table 19.1.3 Economic Feasibility Upside Model.

 

(1)

The Cost of Sale line item includes royalties and government levies, when applicable. For further information regarding royalties and government levies applicable to Colado, please refer to Section 3.2 above.

(2)

The Book Value in the Economic Feasibility Model is as of December 2020.

 

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December 31, 2021

   Amended as of September 30, 2022

 

     Case  
           5%     10%  

Drivers

   Base     Moderate     Upside  

Average Selling Price Growth

     2     4     6

Tons Growth

     2     4     6

Costs of Goods Sold Growth

     2     3     5

Selling, General, and Administrative Expenses Growth

     2     5     10

Capital Expenditures Growth

     2     5     10

Inflation Rate

     2     3     4

Inflation Adjusted Discount Rate

     10     11     12

Site Yield

     68     71     74

 

Case

   Payback      IRR     NPV  

Base

     0.10 Years        46   $ 104,145,000  

Moderate

     0.10 Years        51   $ 135,821,000  

Upside

     0.10 Years        54   $ 132,494,000  

Table 19.2 Sensitivity Analysis.

20.0    ADJACENT PROPERTIES

Adjacent properties to the Colado Site are undeveloped. There is no other known DE mine operation in Pershing County at the time of this report.

21.0    OTHER RELEVANT DATA AND INFORMATION

There is no additional data or information to include in this section.

 

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   Amended as of September 30, 2022

 

22.0    INTERPRETATIONS AND CONCLUSIONS

22.1    Comments on Exploration

It is the opinion of the QP that the amount of exploration and methodology performed at the Colado Site is acceptable for the purposes of this report.

22.2    Comments on Mineral Processing and Metallurgical Testing

Based on review of the lab procedures provided by U.S. Silica, the overall relative homogenous mineralogy of the deposit, it is the QP’s opinion that the procedures and laboratory testing reviewed are acceptable for the purposes of this report.

22.3    Comments on Mineral Resource Estimates

The Recoverable Ore Estimate provided in this report only includes tonnages for material pits as designated by U.S. Silica. The actual recoverable ore at the Colado Site is more than what is reported herein. WESTWARD was able to confirm the data and process methods used by U.S. Silica to calculate BCY volumes. It is the QP’s opinion that the only potential risk factor identified that could possibly alter the mineable ore estimates provided herein is if the reserve estimating methodology is changed to report all reserves as wet, in-situ tons or as dry, recoverable ore. It is also the QP’s opinion that currently, there are no foreseeable factors likely to influence or preclude the economic extraction of DE at the Colado Site.

22.4    Comments on Mineral Reserve Estimates

The Recoverable Ore Estimate provided in this report only includes tonnages for material pits as designated by U.S. Silica. The actual recoverable ore at the Colado Site is more than what is reported herein. WESTWARD was able to confirm the data and process methods used by U.S. Silica to calculate BCY volumes. It is the QP’s opinion that the only potential factor identified that could possibly alter the mineable ore estimates provided herein is if the reserve estimating methodology is changed to report all reserves as wet, in-situ tons or as dry, recoverable ore. It is also the QP’s opinion that currently, there are no foreseeable risk factors that would materially affect the in-situ reserves reported for the Colado Site.

 

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22.5    Comments on Mining Methods

In the opinion of the QP, the current mine planning, mining methods, manpower, mine equipment, and maintenance and repair practices dedicated to supplying the processing plant with DE will allow U.S. SILICA to maintain the projected levels of annual production and product quality to support the life-of-mine plan represented by the financial analysis in this report.

The QP believes U.S. Silica has plans in place to provide sustainable operations in the pit relative to pit stability, waste handling and erosion control. These plans are reflected in U.S. Silica’s current mine design and operational practices. The QP recommends a routine review process that addresses this effectiveness of the operational practices.

22.6    Comments on Infrastructure

In the opinion of the QP, the existing infrastructure is adequate for the projected production of finished goods through the life of mine. The current and planned maintenance-capital investment in infrastructure is adequate to maintain the projected levels of finished goods production and is represented by the financial analysis in this report.

22.7    Comments on Permitting

The QP recommends US Silica obtain coverage under the Nevada Industrial Stormwater Multisector General Permit (NVR050000) and prepare a Stormwater Pollution Prevention Plan to remain in compliance. Based on review of previous permit documents, history of the site, the mine plan, and the regulatory requirements it is the QP’s opinion that it is highly likely U.S. Silica would be able to obtain authorizations to develop the reserves as classified herein.

 

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23.0    RECOMMENDATIONS

The primary recommendation of this report is to design and implement a third-party sampling and testing program to provide outside quality control for U.S. Silica’s internal testing program. The program should be written with detailed instructions on proper collection methods; sample containers, preservation, labeling, security, and transport, and testing. Anticipated cost for this program is estimated to be up to $7,000 - $10,000 annually depending on how many tests are conducted and what testing parameters are run.

The QP also recommends that US Silica obtain coverage under the Nevada Industrial Stormwater Multisector General Permit (NVR050000) and prepare a SWPPP to remain in compliance.

24.0    REFERENCES

References are in each section as footnotes.

25.0    RELIANCE ON INFORMATION PROVIDED BY THE REGISTRANT

This Technical Report has been prepared by the QPs for U.S. Silica. The information, conclusions, opinions, and estimates contained herein are based on:

 

   

Information available to the QPs at the time of preparation of this Technical Report.

 

   

Assumptions, conditions, and qualifications as set forth in this Technical Report.

 

   

Data, reports, and other information supplied by U.S. Silica and other third-party sources.

For the purpose of this Technical Report, the QPs have relied on ownership information and market studies included in Section 3.0. The QPs have not researched property title or mineral rights for U.S. Silica as we consider it reasonable to rely on U.S. Silica’s personnel who are responsible for maintaining this information.

 

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The QPs have relied on U.S. Silica for general marketing information and market studies included in Section 16.0 and referenced in Section 19.0. The QPs consider it reasonable to rely on U.S. Silica for this information as it has considerable experience in these areas.

 

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Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

This report titled “Technical Report Summary, Colado Site, Pershing County, Nevada” (Report) with an effective date of December 31, 2021, amended as of September 30, 2022, was prepared by multiple Qualified Persons. Terrance N. Lackey, Mining Director at U.S. Silica Holdings, Inc., prepared or contributed to the following sections:

 

1.0

Executive Summary

 

16.0

Market Studies and Contracts

 

18.0

Capital and Operating Costs

 

19.0

Economic Analysis

U.S. Silica Holdings, Inc.

 

/s/ Terrance N. Lackey

    

09/30/2022

  
Terrance N. Lackey      Date                                                                 
BSc. Eng, MSc. Eng        
Mining Director        
U.S. Silica Holdings, Inc.        
SME Member # 04312151        

 

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Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

This report titled “Technical Report Summary, Colado Site, Pershing County, Nevada” with an effective date of December 31, 2021, amended as of September 30, 2022, was prepared by multiple Qualified Persons within Westward Environmental, Inc. Westward’s QPs prepared or contributed to the following sections:

 

1.0

Executive Summary

 

2.0

Introduction

 

3.0

Property Description

 

4.0

Accessibility, Climate, Local Resources, Infrastructure and Physiography

 

5.0

History

 

6.0

Geologic Setting, Mineralization and Deposit

 

7.0

Exploration

 

8.0

Sample Preparation, Analyses and Security

 

9.0

Data Verification

 

10.0

Mineral Processing and Metallurgical Testing

 

11.0

Mineral Resource Estimates

 

12.0

Mineral Reserve Estimates

 

17.0

Environmental Studies, Permitting, Plans, Negotiations or Agreements With Local Individuals Or Groups

 

20.0

Adjacent Properties

 

21.0

Other Relevant Data and Information

 

22.0

Interpretations and Conclusions

 

23.0

Recommendations

 

24.0

References

 

25.0

Reliance On Information Provided By The Registrant

Westward Environmental. Inc.

 

/s/ Thomas O. Mathews

    

09/30/2022

  
Thomas O. Mathews, PG, REM      Date                                                                 
President        
Westward Environmental, Inc.        

 

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Pershing County, Nevada

  

Technical Report Summary

December 31, 2021

   Amended as of September 30, 2022

 

This report titled “Technical Report Summary, Colado Site, Pershing County, Nevada” (Report) with an effective date of December 31, 2021, amended as of September 30, 2022, was prepared by multiple Qualified Persons within Q4 Impact Group, LLC. Q4 Impact Group’s QPs prepared or contributed to the following sections:

 

1.0

Executive Summary

 

13.0

Mining Methods

 

14.0

Processing and Recovery Methods

 

15.0

Infrastructure

 

21.0

Other Relevant Data and Information

 

22.0

Interpretations and Conclusions

 

23.0

Recommendations

 

24.0

References

 

25.0

Reliance On Information Provided By The Registrant

Q4 Impact Group, LLC

 

/s/ Robert Archibald

    

09/30/2022

  
Robert Archibald      Date                                                                 
CEO        
Q4 Impact Group, LLC        

 

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December 31, 2021

   Amended as of September 30, 2022

 

LIST OF TABLES

 

Table 1.1    Colado Site lease and royalty payments
Table 1.2    U.S. Silica Recoverable Ore Resources
Table 1.3    U.S. Silica Recoverable Ore Reserves
Table 1.4    Individual mine areas at the Colado Site
Table 1.5    Colado Site Permit Summary
Table 3.1    Colado Site lease and royalty payments
Table 10.1    Partial mineralogy test results from samples collected during exploration performed at the Atlantis pit
Table 11.1    U.S. Silica In-Situ, Recoverable Ore Resources Estimate
Table 12.1    U.S. Silica In-Situ, Recoverable Ore Reserves Estimate
Table 13.1    Mining equipment currently employed by U.S. Silica at the Colado Site
Table 13.2    Mobile equipment used for stockpile material transport
Table 13.3    Historical and projected sales volumes and production schedule required to meet finished goods requirements through 2030
Table 13.4    Manning table for the Colado mine
Table 14.1    Manning table for the Colado plant
Table 17.1    Colado Site Permit Summary
Table 18.1    Summary of Capital and Operating Costs: 2020-2021
Table 18.2    Summary of Projected Capital Site Expenditures: 2022-2026
Table 19.1.1    Economic Feasibility Base Model
Table 19.1.2    Economic Feasibility Moderate Model
Table 19.1.3    Economic Feasibility Upside Model
Table 19.2    Sensitivity Analysis

LIST OF FIGURES

 

Figure 1.1    U.S. Silica Mine Permit and Claim Map
Figure 1.2    Colado Site
Figure 1.3    Aerial location of the Colado site and town of Lovelock, NV

 

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Figure 1.4    Location map of the plant and mine
Figure 1.5    Boring Location Map
Figure 3.1    Overall Colado Site Map
Figure 3.2    Colado mine and Colado plant locations
Figure 4.1    Regional Map of the Colado Mine and Plant Areas
Figure 6.1    General Stratigraphic Column of the Colado mine
Figure 6.2    View to the north from the Atlantis Pit
Figure 6.3    View to the southwest from the Quivera Pit
Figure 7.1    Boring Location Map I Colado Site
Figure 7.2    Boring Location Map II Colado Site
Figure 7.3    Horseshoe Basin cross section location map
Figure 7.4    Cross section of DE intervals from the Horseshoe Basin pit—south is on the left of the illustration
Figure 13.1    Typical rolling landform and vegetation at Colado
Figure 13.2    Colado Layout
Figure 13.3    Current mining areas at Colado
Figure 13.4    Typical cross section of different mining benches
Figure 13.5    Typical vegetative scrub and basalt cap rock in the overburden overlying the mining horizon at Colado
Figure 13.6    Final pit design for Antelope pit
Figure 13.7    Final pit design for Atlantis
Figure 13.8    Final pit design for Horseshoe Basin
Figure 14.1    Haul route from the Colado mine to the plant located in Lovelock, NV
Figure 14.2    Colado plant layout
Figure 14.3    Generalized representation of a DE processing line at the plant

 

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ACRONYM

  

DEFINITION

ASP    Average Selling Price
BCY    Bank Cubic Yard
BLM    Bureau of Land Management
CPI    Consumer Price Index
DE    Diatomaceous Earth
EPM    EP Minerals, LLC
FT    Feet/Foot
ID3    Inverse Distance Cubed
IRR    Internal Rate of Return
ISO    International Organization for Standardization
EPCM    Engineering, Procurement and Construction Management
K    Thousand
M    Million
Ma    Million Years Ago
NDEP    Nevada Division of Environmental Protection
NDWR    Nevada Division of Water Resources
NPV    Net Present Value
NSFM    Nevada State Fire Marshall
Q4    Q4 Impact Group
QA/QC    Quality Assurance/Quality Control
QP    Qualified Person
SCY    Stockpile Cubic Yard
SEC    Securities and Exchange Commission
SMU    Smallest Minable Unit
SWPPP    Stormwater Pollution Prevention Plan
TRS    Technical Report Summary
USGS    United States Geological Survey
U.S. Silica    U.S. Silica Holdings, Inc.
VSOG    Very Small Quantity Generator
yd3    Cubic Yards

 

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