EX-96.3 12 ipi12312021exhibit963.htm EX-96.3 Document
2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
Prepared for Intrepid Potash, Inc.
February 24, 2022
i
TECHNICAL REPORT SUMMARY
OF
2021 ESTIMATED RESOURCES AND RESERVES AT INTREPID POTASH-WENDOVER
Prepared for:
Intrepid Potash–Wendover, LLC
Report Date:
February 24, 2022
Effective Date:
December 31, 2021
Prepared by:
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AGAPITO ASSOCIATES, INC.
715 Horizon Drive, Suite 340
Grand Junction, CO 81506
1536 Cole Blvd., Bldg. 4, Suite 320
Lakewood, CO 80401
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Agapito Associates, Inc.
CORPORATE SEAL
Agapito Associates, Inc.

2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
Prepared for Intrepid Potash, Inc.
February 24, 2022
ii
TECHNICAL REPORT SUMMARY
OF
2021 ESTIMATED RESOURCES AND RESERVES AT INTREPID POTASH-WENDOVER
TABLE OF CONTENTS
Page
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2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
Prepared for Intrepid Potash, Inc.
February 24, 2022
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7.3    Characterization of Hydrology Data
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2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
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18.1    Capital Cost Estimate
19.2    Economic Analysis
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2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
Prepared for Intrepid Potash, Inc.
February 24, 2022
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LIST OF TABLES

Page
19-3
LIST OF FIGURES
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2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
Prepared for Intrepid Potash, Inc.
February 24, 2022
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Agapito Associates, Inc.

2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
Prepared for Intrepid Potash, Inc.
February 24, 2022
vii
LIST OF ABBREVIATIONS
AgapitoAgapito Associates, Inc.
APRAnnual Percentage Rate
BLMUnited States Bureau of Land Management
BSFBonneville Salt Flats
CFRCode of Federal Regulations
CMCcarboxy-methyl cellulose
EOYend of year
ftfeet or foot
ft2
square foot
gpdgallons per day
I-80Interstate 80
IntrepidIntrepid Potash, Inc.
Intrepid-WendoverIntrepid Potash–Wendover, LLC
IRRInternal Rate of Return
Kpotassium
KClsylvite or potassium chloride
lb/ft3
pounds per cubic foot
Mmillion
Mgmagnesium
MgCl2
magnesium chloride
MgCl2•KCl•6H2O
carnallite
MOPMuriate of Potash
MSLmean sea level
MRSmetal recovery salt
Mtmillion tons
Nasodium
NaClsodium chloride or halite
NPVNet Present Value
NaClhalite
%percent
QPQualified Person
SECUnited States Securities Exchange Commission
SMESociety for Mining, Metallurgy & Exploration
SOEStatement of Earnings
tton
tpdtons per day
tpytons per year
UPRRUnion Pacific Railroad
YPByears before present
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2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
Prepared for Intrepid Potash, Inc.
February 24, 2022
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1    EXECUTIVE SUMMARY
Agapito Associates, Inc. (Agapito) was commissioned by Intrepid Potash, Inc. (Intrepid) to estimate the end-of-year (EOY) 2021 potash resources and reserves for the Intrepid Potash–Wendover, LLC (Intrepid-Wendover) property. Resources and reserves are estimated according to United States (US) Securities and Exchange Commission (SEC) S-K 1300 regulations.
Potash at Intrepid-Wendover is produced through solar evaporation of naturally occurring brines collected from the sedimentary basin adjacent to the processing facility via brine collection ditches and extraction wells. The potash content of the collected brine is concentrated by solar evaporation to the point that solids are precipitated and can be collected. Harvested solids salts are hauled to the processing facility, where they are dried, sized, and stored for shipment. Potash, metal recovery salt (MRS), halite (NaCl), and magnesium chloride (MgCl2) are shipped by both truck and rail via Interstate 80 (I-80) and the Union Pacific Railroad (UPRR) link.
1.1    Property Description, Mineral Rights, and Ownership
Intrepid-Wendover owns 57,534 acres located in Township 1 North, Range 18 West; Township 1 South, Ranges 17, 18 and 19 West; Township 2 South, Ranges 18 and 19 West; and Township 3 South, Ranges 18 and 19 West. Approximately 30,300 acres owned by the U.S. Bureau of Land Management (BLM) and the State of Utah are leased to Intrepid-Wendover
1.2    Geology and Mineralization
Intrepid’s Wendover operation is located near the Nevada–Utah border along the western edge of Utah’s Great Salt Lake Desert and is situated within the Bonneville Salt Flats (BSF). The BSF is an enclosed sub-basin that contains 150 square miles of salt crust.
Intrepid’s Wendover operation produces potash by transporting subsurface potassium-rich brines to the surface where they are exposed to western Utah’s arid climate. The aqueous portion of the brine is removed through evaporation, allowing the evaporite minerals to precipitate and be collected for further processing. Because the potash is derived from subsurface brines, the mineral deposit is best represented by characteristics of the aquifer(s) containing the brine.
1.3    Status of Exploration, Development, and Operations
The property has been in continuous operation by Intrepid-Wendover since 2004. Brine sampling is an integral part of the mine operations.
1.4    Mineral Resource Estimates
The ore resource model created from the database brine sampling data beginning in 2007 serves as the basis for this evaluation. The sampling data includes brine samples from the active mining horizon. The resources reported, exclusive of mineral reserves effective December 31, 2021, are shown in Table 1-1.
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2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
Prepared for Intrepid Potash, Inc.
February 24, 2022
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Table 1-1.    Sylvinite Brine Mineral Resource Estimate effective December 31, 2021 based on 406 $/Product Ton Mine Site
Resources
Cutoff2
(%K2O)
Processing
Recovery
(%)
Sylvinite
Brine1
(Mt)
Grade
(%K20)
Contained K2O
(Mt)
Measured Mineral Resources
Indicated Mineral Resources80.50.505.00.1985
Measured + Indicated Mineral Resources80.50.505.00.19
Inferred Mineral Resources109.10.506.80.1985
1Sylvinite brine is NaCl and KCl in solution at average concentrations by weight.
2Solution mining resource cutoff is grade at which production covers operating costs.
Mineral Resources were prepared by Agapito Associates, Inc., a qualified firm for the estimate and independent of Intrepid Potash.
Mineral Resources are reported exclusive of Mineral Reserves, on a 100% basis.
Mineral Resources are reported using Inverse Distance Squared (ID2) estimation methods
Mt = million tons, % = percent, K2O = potassium oxide, ft = feet
1.5    Mineral Reserve Estimates
Table 1-2 shows the estimated reserve summaries for EOY 2021 with reserves reported exclusive of mineral resources.
Table 1-2.    Potash Mineral Reserves effective December 31, 2021 based on 325 $/Product Ton Mine Site
Sylvinite Brine1
(Mt)
In-Situ
Grade2
(%K2O)
Product
(Mt)
Brine Cutoff
Grade3
(%K2O)
Processing Recovery
(%)
Proven Mineral Reserves
Probable Mineral Reserves88.50.51.80.385
Total Mineral Reserves88.50.51.80.3
1Sylvinite brine is NaCl and KCl in solution at average concentrations by weight.
2In-situ grade is the amount of K2O contained in the brine.
3Solution mining reserve cutoff is the grade at which production covers operating costs.
Mineral Reserves were prepared by Agapito Associates, Inc., a qualified firm for the estimate and independent of Intrepid Potash.
Mineral Reserves are reported exclusive of Mineral Resources, on a 100% basis.
Mineral Reserves are reported based on an overall recovery factor of 60% and a product purity of 95%.
Mt = million tons, % = percent, K2O = potassium oxide, ft = feet
1.6    Summary of Capital and Operating Cost Estimates
Operating cost per potash product ton from brine mining is estimated at $133/t.
No major capital investment is necessary to complete the mine plan. To better control leakage through pond berms and manage pond flow, an investment of approximately $2M could be made in the future if desired.
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2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
Prepared for Intrepid Potash, Inc.
February 24, 2022
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1.7    Economic Analysis
The Net Present Value (NPV) at 8% Annual Percentage Rate (APR) for the before- and after-tax estimated cash flow is positive. The sensitivity to product price and operating cost for an 8% APR was evaluated. Varying costs and sales price plus and minus 10% the NPV remains positive.
1.8    Permitting Requirements
The mine is in operation and necessary state and federal operating permits are in place.
1.9    Conclusions and Recommendations
Estimates are dependent on data obtained from the natural environment. Although the mine has been in operation for many years, factors such as extended drought or natural disasters could influence the estimates. The general spacing between collection ditches is about 2,600 feet (ft), which may require a period of at least 100 years for the ditches to capture all the potash brine between the ditches. A future mining plan with optimized ditch spacing could affect the recovery factor and reserve estimation.
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2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
Prepared for Intrepid Potash, Inc.
February 24, 2022
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2    INTRODUCTION
2.1    Purpose and Basis of Report
This document was prepared to report the Intrepid-Wendover mineral reserves in terms of saleable product at Intrepid-Wendover under the SEC S-K 1300 rules (2018). The Society for Mining, Metallurgy & Exploration (SME) Guide for Reporting Exploration Information, Mineral Resources and Mineral Reserves (SME 2017) (The SME Guide) supplements the modifying factors used to convert mineral resources to mineral reserves.
2.2    Terms of Reference
According to 17 Code of Federal Regulations (CFR) § 229.1301 (2021), the following definitions are included for reference:
An inferred mineral resource is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of limited geological evidence and sampling. An inferred mineral resource has the lowest level of geological confidence of all mineral resources, which prevents the application of the modifying factors in a manner useful for evaluation of economic viability. An inferred mineral resource, therefore, may not be converted to a mineral reserve.
An indicated mineral resource is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of adequate geological evidence and sampling. An indicated mineral resource has a lower level of confidence than the level of confidence of a measured mineral resource and may only be converted to a probable mineral reserve. As used in this subpart, the term adequate geological evidence means evidence that is sufficient to establish geological and grade or quality continuity with reasonable certainty.
A measured mineral resource is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of conclusive geological evidence and sampling. As used in this subpart, the term conclusive geological evidence means evidence that is sufficient to test and confirm geological and grade or quality continuity.
Modifying factors are the factors that a qualified person must apply to indicated and measured mineral resources and then evaluate in order to establish the economic viability of mineral reserves. A qualified person must apply and evaluate modifying factors to convert measured and indicated mineral resources to proven and probable mineral reserves. These factors include but are not restricted to mining; processing; metallurgical; infrastructure; economic; marketing; legal; environmental compliance; plans, negotiations, or agreements with local individuals or groups; and governmental factors.
A probable mineral reserve is the economically mineable part of an indicated and, in some cases, a measured mineral resource.
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2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
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A proven mineral reserve is the economically mineable part of a measured mineral resource. For a proven mineral reserve, the qualified person has a high degree of confidence in the results obtained from the application of the modifying factors and in the estimates of tonnage and grade or quality. A proven mineral reserve can only result from conversion of a measured mineral resource.
Throughout the report, reserves are presented in tons of potassium chloride (KCl).
2.3    Sources of Information
Agapito has previously completed reserve estimations and analyses under SEC Guide 7 (SEC 2008) for this property as shown in Table 2-1. Intrepid provided Statements of Earnings (SOE), permitting documentation, and production and monitoring data.
Table 2-1.    Summary of Reports by Agapito
Effective
EOY
TitleReference
2007Potash Resource Estimation for Intrepid Potash–Wendover LLCAAI 2007a
2007Determination of Estimated Probable Reserves at Intrepid Potash–Wendover, LLCAAI 2007b
2009Determination of Estimated Probable Potash Reserves at Intrepid Potash–Wendover, LLCAAI 2010
2012Determination of Estimated Probable Potash Reserves at Intrepid Potash–Wendover, LLCAAI 2013
20152015 Determination of Estimated Probable Potash Reserves at Intrepid Potash–Wendover, LLCAAI 2016
20182018 Determination of Estimated Probable Reserves at Intrepid Potash–Wendover, LLCAAI 2019
2.4    Personal Inspection
Personal inspection of the properties has occurred over the years by Agapito personnel. The most recent inspection of the property took place on May 19, 2021. The inspection included the Intrepid-Wendover potash plant, evaporation ponds, wellheads, and ditches.
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2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
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February 24, 2022
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3    PROPERTY DESCRIPTION
3.1    Location and Area of the Property
The Intrepid-Wendover potash operation is located in the westernmost part of Tooele County, Utah. The plant facilities and offices are located approximately 3 miles east of Wendover, Utah, on old US Highway 40. The site is approximately 3 miles east of the Nevada border and is primarily located south of I-80, although portions of the site are located north of I-80. The area of the Intrepid-Wendover mine operation is shown on Figure 3-1.
The facility, collection ditches, and evaporation systems cover approximately 87,834 acres (approximately 137 square miles). The majority of the ditch collection system is located to the south and east of the processing facilities.
3.2    Mineral Rights
Intrepid-Wendover owns 57,534 acres located in Township 1 North, Range 18 West; Township 1 South, Ranges 17, 18 and 19 West; Township 2 South, Ranges 18 and 19 West; and Township 3 South, Ranges 18 and 19 West. The site boundaries, property ownership, the former and active evaporation ponds, harvest ponds, process facility location; roads, the general distribution of the ditches, and all drillholes and wells are shown on Figure 3-2.
Approximately 30,300 acres owned by the BLM and the State of Utah are leased to Intrepid-Wendover, excluding lands used for highway and utility purposes. The State of Utah owns several state land trust sections within the site boundaries. Intrepid-Wendover holds leases from the federal government that include 24,700 acres adjoining the Intrepid-Wendover property to the east. Intrepid-Wendover also leases 5,600 acres of property from the State of Utah under special use and mineral leases. The state leases are interspersed among the Intrepid-Wendover property and the federal leases. Table 3-1 provides a description of each of the federal and state leases held by Intrepid-Wendover.
3.3    Significant Encumbrances
The reclamation bond on $8.9M in place for Intrepid-Wendover is calculated to cover the cost of site reclamation.
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2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
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February 24, 2022
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Figure 3-1.    Location and Lease Area of Intrepid-Wendover Mine Operation
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2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
Prepared for Intrepid Potash, Inc.
February 24, 2022
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Figure 3-2.    Sample Locations Intrepid-Wendover Mine Operation
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2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
Prepared for Intrepid Potash, Inc.
February 24, 2022
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Table 3-1.    Property Lease Details, Intrepid-Wendover
Privately Owned LandsAcres
Intrepid Lands57,534 
State of Utah
Lease
SectionDescriptionTownshipRangeAcresLease DateEffective
Date
Readjustment
Date
ML-1895936 W21N17W320 8/21/19611/1/201412/31/2023
ML-18960Lots 3, 4, S2NW4, SW41S17W318 1/1/201412/31/2023
ML-1896116 All1S17W640 1/1/201412/31/2023
ML-1896232 All1S17W640 1/14/201412/31/2023
ML-1896316 W22S17W320 1/14/201412/31/2023
ML-1896436 S2SE4, NE4SE4, E2NW4SE4,E2SE4NE41S18W160 1/1/201412/31/2023
ML-1896516 S22S18W320 1/1/201412/31/2023
ML-1896632 All2S18W640 1/1/201412/31/2023
ML-18967Lots 1, 2, 3, 4, S2N23N19W320 1/1/201412/31/2023
ML-1978116 All2S19W640 1/1/201412/31/2023
ML-1978232 All2S19W640 1/1/201412/31/2023
ML-1978336 All2S19W640 1/1/201412/31/2023
ML-5298919,203,031 All1S16W2,500 12/1/201412/31/2023
8,099
Royalty on all state leases is 4% of the gross value of leased substances, 1/1/2023-12/31/2023 - 4.5%, 1/1/2024 thru end of term - 5%
Federal LeaseSectionDescriptionTownshipRangeAcresEffective DateReadjustment Date
UTU-0878114Lots 2-4, SW4NE4, S2NW4, SW4, W2SE42S17W2,551 1/1/20031/1/2023
UTU-08781320E2, SW41S17W2,560 1/1/20031/1/2023
UTU-08781535S21N17W2,558 1/1/20031/1/2023
3Lots 1-3, S2NE4, SE4NW4, S21S17W
8E2SE41S17W
9S21S17W
10All1S17W
11, 15W21S17W
UTU-08781718Lots 3, 4, E2SW41N16W2,519 1/1/20031/1/2023
19Lots 1, 2, E2NW41N16W
13S21N17W
14SE4, E2SW4, SW4SW41N17W
22E21N17W
23,24All1N17W
UTU-0878107All2S17W2,527 1/1/20031/1/2023
8, 17W22S17W
18All2S17W
12,13E22S18W
UTU-0878127Lots 1, 2, E2NW4, E2SW4, E2NW4SW41S17W2,489 1/1/20031/1/2023
18E2E2NW4, E21S17W
19E2, E2SE4NW4, E2NE4SW4, SE4SW41S17W
30Lot 4, E2, E2W2, E2SW4NW4, E2NW4SW41S17W
31All1S17W
6Lots 1-5, SE4NW4, S2NE42S17W
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2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
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Table 3-1.    Property Lease Details, Intrepid-Wendover (continued)
Federal LeaseSectionDescriptionTownshipRangeAcresEffective DateReadjustment Date
UTU-08781434E2SE41N17W2,120 1/1/20031/1/2023
3Lot 4, SW4NW41S17W
4SE41S17W
7S2NE4, SE41S17W
8E2NE4, SW4N4E, S2NW4, SW4, W2SE41S17W
9N21S17W
17All1S17W
20NW41S17W
UTU-08781619Lots 3, 4, E2SW41N16W2,319 1/1/20031/1/2023
30Lots 1-4, E2W21N16W
25All1N17W
26All1N17W
27E2E21N17W
34E2NE41N17W
35N21N17W
UTU-0878186Lots 5-7, SE4NW4, E2SW41N16W2,557 1/1/20031/1/2023
7Lots 1-4, E2W21N16W
18Lots 1, 2, E2NW41N16W
1SE4NE4, SE41N17W
11SE1N17W
12All1N17W
13N21N17W
14N2, NW4SW41N17W
15SE41N17W
UTU-0878091Lots 1, 2, S2NE4, SE4NW4, E2NW4SW4, NE4SW4, S2SW4, SE42S18W2,500 1/1/20031/1/2023
11E2NE4NE4, E2SW4NE4, SE4NE4, E2NE4SW4, E2SW4SW4, SE4SW4, SE42S18W
12, 13W22S18W
14All2S18W
15E2NE4NE4, E2SW4NE4, SE4NE4, S22S18W
24,700 
Royalty on all federal leases is 3% gross value at point of shipment
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2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
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February 24, 2022
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4    ACCESSIBILITY
4.1    Topography, Elevation, and Vegetation
The topography of the area is flat at an approximate elevation of 4,219-ft mean sea level (MSL). Vegetation is sparse.
4.2    Property Access
The Wendover potash operation is located in the westernmost part of Tooele County, Utah, on the BSF. The plant facilities and offices are located approximately 3 miles east of Wendover, Utah, on old U.S. Highway 40. The site is located approximately 3 miles east of the Nevada border and is primarily located south of I-80, although portions of the site are located north of I-80. The area of the Intrepid mine operation is shown on Figure 4-1.
4.3    Climate
The climate in western Utah is arid with low precipitation and low relative humidity. Average annual rainfall is 5 inches and average evaporation is 80 inches. Variation from these averages is the primary cause of fluctuations in plant production.
4.4    Infrastructure Availability
All infrastructure for the operation is located approximately 3 miles east of Wendover, Utah, on old US Highway 40. US I-80 bisects the property as shown on Figure 4-1.
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2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
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Figure 4-1.    Mine Location showing Property Access
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2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
Prepared for Intrepid Potash, Inc.
February 24, 2022
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5    HISTORY
The Bonneville area was recognized in the early 1900s as a source for potash. The original operation was known as the Salduro Works, which operated until 1918 and then closed due to a decline in potash demand. The original Salduro Works was responsible for acquiring lands on which a system of collection ditches was constructed. In the mid-1930s, Bonneville Limited acquired more land to the west of the original property and constructed primary harvest ponds and additional infrastructure to support the mining operations. Between 1961 and 1963, various potash leases were acquired from the federal and state governments. Kaiser Aluminum & Chemical Corporation acquired Bonneville Limited in 1963. The property, including the ponds, processing operation, and lease land, was acquired by Reilly Industries, Inc. from Kaiser Aluminum & Chemical Corporation in 1988. Intrepid-Wendover acquired the property from Reilly Industries, Inc. in April 2004.
Figure 5-1 shows the KCl historical brine concentration pumped into the primary pond. Gaps in the figure are due to inadequate pumping data collection. Figure 5-2 shows the production history for the shallow-brine and deep-brine aquifers from 1968 to 2021.
chart-5c4ef796e27e4c2196f.jpg
Figure 5-1.    Historical Brine Concentration Pumped into Primary Pond
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2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
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chart-48114f23b5354c6794f.jpg
Figure 5-2.    Historical KCl Production at Intrepid-Wendover, 1968–2021
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2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
Prepared for Intrepid Potash, Inc.
February 24, 2022
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6    GEOLOGIC SETTING
6.1    Regional, Local, and Property Geology
Intrepid’s Wendover operation is located near the Nevada–Utah border along the western edge of Utah’s Great Salt Lake Desert and is situated within the BSF. The BSF is an enclosed sub-basin that contains 150 square miles of salt crust. The average elevation on the playa is about 4,215 ft above MSL with very little to no relief recorded across the site (Lines 1979).
6.1.1    Regional Geology
The BSF and the associated potash-bearing brines occur within the Lake Bonneville basin which is part of the larger Basin and Range physiographic province. The Basin and Range province is generally characterized by north-trending ranges and basins developed over the last 20 million years. As the region experienced extension in a generally east–west direction, the brittle upper crust thinned and broke into north-trending blocks, which then either rotated or differentially subsided to produce the basins and ranges. Thinning of the crust was coupled with regional subsidence that in turn, produced the Lake Bonneville basin.
The Lake Bonneville basin has been an area of restricted internal drainage for the last 15M years, allowing lakes of varying size to exist throughout all or most of this history. However, Lake Bonneville was the youngest and deepest of the large Quaternary lakes to form within the basin in response to cyclical climate changes. Based on oxygen isotope analyses and carbon dating of sediment core, along with chronologically relatable topographic markers, Lake Bonneville is believed to have existed between 45,000 and 10,000 years before present (YBP) (Oviatt et al. 1992). At the lake’s maximum extent, it covered nearly 20,000 square miles and was more than 9,880 ft deep. The lake reached its geomorphological highstand and began spilling over Red Rock Pass, Idaho, approximately 16,000 YBP. Catastrophic failure of unconsolidated material at Red Rock Pass released a deluge of floodwaters into the Snake River drainage of Idaho at roughly 14,500 YBP. Following this event, typically referred to as the Bonneville Flood Event, Lake Bonneville continued to outflow through Red Rock Pass until 14,000–13,000 YBP. With the termination of the last major ice age, lake levels declined substantially. Ten-thousand YBP is generally considered to mark the end of Lake Bonneville and the birth of its successor, Great Salt Lake (Currey et al. 1984). With the advent of a hotter, drier regional climate beginning roughly 8,000 YBP, the remnants of Lake Bonneville gradually disappeared primarily through evaporation.
The mountain ranges in the western part of the Great Salt Lake Desert are composed mainly of limestone, dolomite, shale, and quartzite of Paleozoic age. Because of block faulting and basin fill, the Paleozoic rocks are several-thousand feet below the land surface in the centers of the basin. The lower part of the fill underlying the BSF is composed mainly of extrusive volcanic rocks and associated sandstone, claystone, ash, and conglomerates of Tertiary age. The upper part of the fill is composed mainly of claystone, limestone, and gypsum of Quaternary age. Most of the sedimentary rocks that fill the basins are of fluvial or lacustrine origin, and much of the deposition took place in basins that predate Lake Bonneville (Lines 1979).
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6.1.2    Local Geology
The modern Lake Bonneville basin interior is extremely dry, mostly devoid of vegetation, and exhibits very little topographic relief. The lithology of the interior, away from what once were islands and shoreline, is predominantly composed of lacustrine deposits and evaporite minerals, occasionally interbedded with layers of fluvial or fine-grained eolian sediments. Sand and gravel occur more often with increased proximity to the ancient shoreline. Igneous, metamorphic, and sedimentary rocks ranging in age from Cambrian to late-Tertiary form the barren slopes and mountain ranges surrounding the basin and provide eroded detrital material often deposited as alluvial fans (Figure 6-1).
All deposits exposed at the surface of the Bonneville and Pilot Valley playas were deposited by Lake Bonneville or by more recent, very minor lacustrine events. The local surface geology consists of evaporite mineral deposits. Evaporite minerals on the surface of the BSF are concentrated in three lateral zones (Figure 6-2): (1) a carbonate zone composed mainly of authigenic clay-sized carbonate minerals, (2) a sulfate zone composed mainly of authigenic gypsum, and (3) a chloride zone composed of crystalline halite referred to as ‘the salt crust’ (Lines 1979).
The upper 20 ft of the Lake Bonneville deposits underlying the two playas is composed mainly of dark-gray to dark-brown carbonate muds comprised of clay-size calcite, aragonite, and dolomites. Interbedded with the carbonate muds are gypsum evaporite deposits and the crystalline salt crust (Turk 1969). Underlying the carbonate mud layer are lacustrine deposits (0–200 ft thick), mainly composed of fine-grained sediments. When laterally extensive, these lacustrine deposits serve as a confining unit for meteoric fluids. However, the lacustrine deposits often intermingle with alluvial fan-deposited sand and gravel shed from the Silver Mountains to the northwest. Below the lacustrine and alluvial fan deposits, is a relatively thick sequence of volcaniclastics, conglomerates, tuffs, and sandstones known as the Salt Lake Formation (0–500 ft thick). The Salt Lake Formation is late-Miocene to Pliocene in age and formed through the shedding and reworking of sediments from the adjacent mountains as valley fill into the down-dropping graben of the western Great Salt Lake Desert. Interbedded within this layer are fine-grained units predominantly composed of gypsum, limestone, siltstone, and shale. Figure 6-3 illustrates the conceptual stratigraphic setting.
6.1.3    Property Geology
Intrepid’s Wendover operations are situated in the western portion of the Great Salt Lake Desert, which itself is located within the Bonneville Lake basin. Because the basin is closed topographically and has no outlet, loss of water is ultimately through evaporation. The Wendover property produces potash from beneath an area termed the BSF. The BSF was formed through the prolonged accumulation of evaporite minerals in conjunction with periodic lacustrine events. Within the property boundary, surface topography is extremely low relief and predominantly composed of evaporitic ‘salt crust.’
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image_8.jpg
Figure 6-1.    Geology of the BSF and Pilot Valley Region (after Lines 1979)
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image_9.jpg
Figure 6-2.    Salt Crust and Other Geomorphic Features on the BSF, Fall of 1975 (after Lines 1979)
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6-5
image_10.jpg
Figure 6-3.    Conceptual Stratigraphic Column
Intrepid-Wendover produces potash from the rich saline brines that exist in the subsurface. There are three aquifers known to exist beneath the BSF. These aquifers are, in descending order, the shallow-brine aquifer, the alluvial-fan aquifer, and the deep-brine aquifer. Intrepid produces potash from both the shallow-brine aquifer and the deep-brine aquifer.
6.2    Significant Mineralized Zones
The zones of mineralization at Wendover are defined by the presence of potash-rich brines. These brines are known to occur in two out of three local aquifers: the shallow-brine aquifer and the deep-brine aquifer. The third aquifer, which is not potash-bearing and occurs stratigraphically between the other two, is the alluvial-fan aquifer.
The shallow-brine aquifer is a near-surface aquifer and serves as the primary source of potash-rich brine. It is contained in the highly permeable salt and gypsum crust and underlying fractured carbonate muds. The alluvial-fan aquifer, the middle of the three, resides in the sand and gravel interbedded with the lacustrine sediments remnant of Lake Bonneville that underlie the playa deposits of the BSF. The alluvial-fan aquifer is brackish, yet is not a source of potassium salts. The deep-brine aquifer exists within the volcaniclastics and conglomerates of the Salt Lake Formation. This aquifer typically occurs at depths greater than 250–300 ft.
6.3    Mineral Deposit
Intrepid’s Wendover operation produces potash by transporting subsurface potassium-rich brines to the surface where they are exposed to western Utah’s arid climate. The aqueous portion of the brine is removed through evaporation, allowing the evaporite minerals to precipitate and be collected for further processing. Because the potash is derived from subsurface brines, the mineral deposit is best represented by characteristics of the aquifer(s) containing the brine.
The shallow-brine aquifer, as it is called, exists within the near-surface carbonate mud layer. The carbonate mud transitions to the less-permeable lacustrine deposits at 20–30 ft depth. Brine extraction involves excavating a network of ditches, which allow the natural inflow of aquifer fluids, thereby exposing the brine to dry atmospheric conditions.
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7    EXPLORATION
7.1    Exploration Other than Drilling
KCl grade monitored from 92 shallow brine wells during the period 1965–1967 by Turk (1969) is included in Table 7-1. A total of 27 monitoring wells were drilled in October 2005 and have been sampled at least yearly to evaluate brine quality in the shallow-brine aquifer. Table 7-2 lists the maximum KCl grade in each shallow aquifer monitoring well for the time period of July 2016 to July 2020.
7.2    Drilling Exploration
No traditional drilling exploration has taken place.
7.3    Characterization of Hydrology Data
Groundwater occurs in three distinct aquifers in much of the western Great Salt Lake Desert: (1) the deep-brine aquifer, (2) the alluvial-fan aquifer, and (3) the shallow-brine aquifer.
The most extensive aquifer, the deep-brine aquifer, yields brine to wells on the BSF from conglomerate in the lower part of the basin fill. The deep-brine aquifer consists of as much as 840 ft of conglomerate, is confined by its upper few hundred feet of relatively impermeable, lacustrine deposits, and thus, hydraulic connection between the aquifer and playa surfaces is poor (Lines 1979). Aquifer tests indicate that the transmissivity of the deep-brine aquifer in the area of the potash operation averages 13,000 square feet per day (ft2/day), and the storage coefficient is about 4×10–4. Pumping tests indicate the deep-brine aquifer as a quasi-infinite reservoir. The amount of recharge to the deep-brine aquifer cannot be determined from available data, while discharge is mainly from the well. Concentration of KCl in the deep-brine aquifer ranges from 0.36% to 0.47%, and MgCl2 from 0.43% to 0.69%. Composition of the brine is relatively constant throughout the aquifer.
The alluvial-fan aquifer is composed of sand and gravel alluvial fans along the flanks of the Silver Island Mountains and the Pilot Range. The alluvial fans are interbedded with fine-grained lacustrine deposits which act as confining layers to the alluvial-fan aquifer. The degree of hydraulic connection between the deep-brine aquifer and the alluvial-fan aquifer is unknown. The degree of connection probably varies, as it is dependent on the continuity between the sand and gravel of the alluvial fans and the conglomerates in the basin fill (Lines 1979). No economic mineable potash is contained in the alluvial-fan aquifer.
The shallow-brine aquifer consists of both the near-surface carbonate muds and the crystalline halite and gypsum deposits on the surface of the playas. Sand and gravel of the alluvial fans are interbedded with the near-surface carbonate muds of the playas, and hydraulic connection is good. The average thickness of the shallow-brine aquifer is reported to be about 18 ft (Turk 1969; Shaw Environmental, Inc. 2006).
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Table 7-1.    Shallow-Brine Aquifer Sampling by Turk (1969)
Well No.EastingsNorthingsDateDepth
Interval (ft)
Sampling
Method
Specific
Gravity
KCl %
K1
962,676 7,442,6197/30/1965
0–15.75
P
1.21401.41
K2
963,693 7,445,0907/30/1965
0–20.0
BP
1.21351.34
K3
1,018,182 7,475,54910/4/1965
0–24.4
PT
1.20151.15
K4
1,016,238 7,475,4259/28/1965
0–30.0
PT
1.20201.06
K4A
1,016,528 7,475,48711/9/1965
0–23.0
BP
1.19501.07
K5
1,014,232 7,475,38410/10/1966
0–25.0
P-10
1.20001.27
K6
1,018,575 7,475,6117/27/1965
0–23.0
BP
1.20401.04
K7
1,020,772 7,475,5916/18/1965
0–25.0
PT
1.20351.48
K7A
1,020,510 7,475,5609/2/1965
0–25.0
BP

1.03
K8B
1,014,864 7,481,35011/7/1965
0–23.0
PT-120
1.20351.18
K8C
1,014,932 7,481,65510/4/1965
0–23.0
PT
1.20401.18
K9
1,014,631 7,461,1728/23/1966
0–25.0
P-10
1.20001.26
K10
1,012,262 7,461,3109/9/1967
0–25.0
P-10
1.19751.32
K10A
1,012,578 7,461,29011/9/1965
0–23.0
B
1.19901.03
K11
1,009,097 7,458,83310/19/1965
0–4.3
BP
1.20051.30
K11A
1,009,356 7,458,7727/30/1965
0–25.0
BP
1.19901.17
K12
1,014,947 7,461,13211/15/1965
0–25.0
PT

1.10
K13
1,016,921 7,461,1726/9/1966

1.19201.18
K14
1,018,551 7,460,5046/9/1966
BP
1.19351.03
K14A
1,018,311 7,460,4528/15/1966
0–23.0
PT-120
1.19601.12
K15
1,019,524 7,469,1257/30/1965
0–25.0
BP
1.20551.10
K16
1,010,705 7,453,4739/30/1965
0–25.0
PT
1.20201.24
K17
1,003,115 7,447,31910/5/1965
0–22.0
PT-50
1.19901.37
K18
1,024,728 7,475,69211/16/1965
0–23.0
PT

0.71
K19
1,022,538 7,475,62111/16/1965
0–23.0
PT-60

0.64
K20
1,025,326 7,475,62111/16/1965
0–23.0
PT

0.69
K21
1,027,262 7,475,6349/2/1965
0–23.0
B

0.67
K22
1,024,985 7,482,5269/15/1967
0–25.0
B
1.19700.72
K23
1,022,944 7,482,51810/19/1965
0–3.6
BP
1.20201.21
K24
1,020,889 7,482,4297/26/1965
0–23.0
BP
1.19951.25
K24A
1,021,199 7,482,50310/22/1965
0–4.8
BP
1.19701.26
K25
1,027,139 7,482,5098/14/1966
0–23.0
PT-90
1.19400.74
K26
995,027 7,455,9698/6/1967
0–23.0
P-10
1.20351.36
K27
988,378 7,453,64111/8/1965
0–23.0
B
1.21001.04
K27A
988,405 7,453,92210/28/1965
5.5–9.7
BP
1.20051.43
K28
979,130 7,454,8319/30/1965
0–23.0
PT-50
1.20051.07
K29
978,860 7,455,1007/26/1965
0–23.0
BP
1.20951.26
K30
964,500 7,444,59910/7/1966
0–22.0
P-10
1.20601.36
K31
962,939 7,445,3536/30/1965
0–9.5
BP
1.22303.28
K32
963,939 7,439,1418/10/1965
0–23.0
BP
1.18550.95
K33
965,742 7,438,6296/15/1966
0–23.0
BP
1.20601.40
K33A
966,064 7,438,62910/9/1965
15.0–19.4
BP
1.20451.23
K34
963,621 7,423,3859/11/1965
0–23.0
PT-60
1.19900.93
K34A
963,601 7,423,16210/19/1965
0–1.5
BP
1.20950.87
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Table 7-1.    Shallow-Brine Aquifer Sampling by Turk (1969) (continued)
Well No.EastingsNorthingsDateDepth
Interval (ft)
Sampling
Method
Specific
Gravity
KCl %
K35
963,695 7,421,3467/27/1965
0–23.0
BP
1.20601.28
K36
963,695 7,420,90911/6/1965
0–23.0
PT-60
1.20801.81
K37
963,459 7,418,77210/11/1966
0–23.0
P-10
1.20951.90
K38
974,143 7,426,65110/11/1966
0–23.0
P-10
1.20600.99
K39
982,608 7,437,96611/10/1965
0–23.0
PT-120
1.20551.35
K39A
982,633 7,437,69610/29/1965
0–23.0
B
1.20700.78
K40
982,719 7,435,95111/10/1965
0–23.0
PT-60
1.20701.26
K41
988,959 7,425,42210/11/1966
0–23.0
P-10
1.19802.14
K42
991,700 7,426,7169/3/1965
0–23.0
BP
1.20652.22
K43
994,313 7,427,8629/3/1965
0–23.0
BP
1.20552.02
K43A
994,083 7,427,7349/3/1965
0–23.0
BP
1.20501.85
K44
995,160 7,438,0279/3/1965
0–23.0
BP
1.20602.02
K45
997,308 7,437,81410/11/1966
0–23.0
P-10
1.20201.93
K46
1,010,010 7,445,60111/5/1965
0–23.0
PT
1.18450.77
K47
999,172 7,429,70911/2/1965
5.5–10.5
BP
1.20701.97
K48
939,092 7,409,8008/6/1967
0–23.0
P-10
1.09900.67
K49
940,671 7,411,1116/1/1966
0–23.0
BP
1.11400.69
K50
942,174 7,409,4008/24/1966
0–23.0
PT
1.20451.64
K51
943,715 7,410,8836/15/1966
0–23.0
BP
1.17151.60
K52
947,297 7,421,11411/8/1965
0–23.0
PT-60
1.20300.85
K53
947,587 7,445,0489/15/1967
0–23.0
P-10
1.13600.73
K54
945,787 7,445,72311/6/1965
0–23.0
PT-60
1.07850.64
K55
965,272 7,444,2667/28/1965
0–23.0
BP
1.20851.26
K56
954,139 7,436,1345/10/1966
0–23.0
B
1.22303.52
K56B
953,860 7,436,2279/15/1965
0–23.0
PT
1.19351.76
K57
972,539 7,408,94710/23/1965
0–4.0
BP
1.20952.65
K58
979,590 7,438,8488/24/1966
0–23.0
PT
1.20101.46
K59
954,000 7,417,3828/16/1965
0–23.0
BP
1.21151.00
K60
952,053 7,415,3088/16/1965
0–23.0
BP
1.20950.71
K61
948,662 7,434,8828/24/1966
0–23.0
PT
1.22352.92
K62
944,462 7,421,57810/7/1965
10.0–15.0
BP
1.20601.17
K62A
944,133 7,421,44710/7/1965
0–23.0
PT
1.21051.02
K63
949,842 7,448,00010/27/1965
5.5–10.5
BP
1.11050.69
K63A
950,056 7,447,82111/22/1965
0–19.0
PT
1.10100.61
K64
951,631 7,430,54511/15/1965
0–19.0
PT-60
1.43
K65
1,009,347 7,429,6888/8/1966
0–19.0
PT-420
1.13550.31
K65A
1,009,080 7,429,6736/24/1966
0–19.0
B
1.13500.30
K66
1,007,859 7,416,8568/10/1966
0–19.0
PT-420
1.18700.75
K66A
1,007,538 7,416,7606/28/1966
0–19.0
BP
1.19150.78
K67
973,182 7,399,2807/3/1966
0–19.0
B
1.16850.70
K67A
972,645 7,399,1807/3/1966
0–19.0
B
1.17100.70
K68
934,533 7,398,9718/16/1966
0–19.0
PT-360
1.12551.23
K69
958,717 7,430,9109/12/1967
0–21.0
PT-240
1.18750.73
K69A
957,814 7,430,9559/13/1967
0–10.2
PT-80
1.18850.76
K70
974,455 7,440,9959/5/1967
0–21.0
PT-420
1.19950.86
BR1
1,011,668 7,474,4957/21/1965
0–5.5
P
1.20351.42
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Table 7-1.    Shallow-Brine Aquifer Sampling by Turk (1969) (continued)
Well No.EastingsNorthingsDateDepth
Interval (ft)
Sampling
Method
Specific
Gravity
KCl %
BR2
1,001,536 7,464,2137/21/1965
0–5.5
P
1.21151.23
BP3
963,804 7,426,1647/23/1965
0–5.5
BP
1.20950.60
B = BailedP = PumpedP-10 = Pumped 10 minutes
BP = Bailed or pumpedPT = Pumping Test
Table 7-2.    Shallow Well Monitoring Data, June 2016 to July 2020
Well
Designation
EastingsNorthingsElevation (top of casing, ft)KCl % 2016KCl % 2017KCl % 2018KCl % 2019KCl % 2020
WP-011,003,634 7,419,012 4,2250.560.140.14n/a0.14
WP-02990,917 7,419,329 4,2250.160.280.42n/a0.29
WP-031,003,107 7,424,842 4,2240.570.600.75n/a0.74
WP-041,003,104 7,424,592 4,2240.500.610.69n/a0.57
WP-051,003,104 7,424,344 4,2240.720.610.59n/a0.65
WP-071,013,890 7,460,902 4,2200.75n/an/an/an/a
WP-081,016,618 7,461,428 4,2201.000.900.940.991.09
WP-09979,750 7,430,719 4,2181.181.261.431.431.60
WP-10979,747 7,430,466 4,2190.990.111.031.031.15
WP-11979,746 7,430,170 4,2181.251.251.261.391.41
WP-12979,744 7,429,917 4,2181.361.391.411.391.51
WP-13983,472 7,440,160 4,2180.940.941.050.951.20
WP-14966,171 7,447,321 4,2181.050.980.960.88n/a
WP-15970,135 7,440,579 4,2180.650.660.790.570.71
WP-16970,084 7,440,336 4,2170.580.600.670.580.67
WP-17967,219 7,417,997 4,2210.690.230.140.040.36
WP-18967,269 7,418,241 4,2200.780.270.140.100.56
WP-19966,072 7,407,393 4,2220.210.280.26n/a0.30
WP-20947,890 7,429,196 4,220n/a0.880.83n/a0.97
WP-21948,141 7,429,202 4,220n/a0.950.800.800.94
WP-22952,839 7,426,086 4,2210.540.610.680.731.08
WP-23959,883 7,411,991 4,2210.720.760.680.730.75
WP-24959,883 7,411,991 4,2210.240.100.100.160.14
WP-25942,234 7,407,710 4,2230.160.380.40n/a0.34
WP-26948,418 7,402,492 4,2220.170.500.40n/a0.36
WP-27978,531 7,446,381 4,2160.941.071.011.101.15
WP-28997,008 7,444,633 4,2250.830.870.000.670.92
It is believed that most potash dissolved in the shallow-brine aquifer was from the clay underneath the salt crust (Nolan 1927; Turk 1969). The ultimate source of potash was brought to the Bonneville Basin by slow, lateral subsurface water inflow from adjacent sediments during long-term geologic time. Davis (1967) studied the lateral inflow through the periphery of the salt flats and found that fluid gradients there were less than 0.1 ft per mile. Even if the area had a transmissivity of 10,000 gallons per day per foot (gpd/ft), only 1,000 gallons per day per mile (gpd/mile) would have moved through the periphery of the salt flats.
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Recharge to the shallow-brine aquifer is largely from local rainfall. Brine levels change seasonally induced by brine production. Turk (1969) found that during the period of 1965–1968, more than a 3-ft variation in brine levels occurred at some point on the salt flats. However, during each winter for which there were records, the brine level recovered to the surface. In drier years, the brine level may not recover completely, but winter precipitation can supply significant additional recharge during wet years. Infiltration capacity tests on the playa surface and hydrographs of observation wells indicate that rainfalls in excess of 0.1 inch during the summer and 0.05 inch during the winter recharge the area of thickest salt crust; only high rainfall will recharge very moist clay surfaces.
7.4    Characterization of Geotechnical Data
No geotechnical data is applicable to support this mining method.
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8    SAMPLE PREPARATION
Intrepid-Wendover has internal quality assurance and quality control procedures for sample collection. During the evaporation season, daily brine samples are collected at brine advancement points. Brackish ponds and transfer pumps are sampled weekly. Samples are evaluated at the on-site lab with full analysis capabilities, including X-ray fluorescence (XRF).
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9    DATA VERIFICATION
9.1    Data Verification Procedure
The site has been producing for many years. Mining and processing of the brine to successfully marketed products is verification of the deposit data.
9.2    Limitations on Verification
There are no limitations on the verification.
9.3    Adequacy of the Data
It is the opinion of the Qualified Person (QP) that the data is adequate for the determination of resources and reserves. The brines have historically and continue to be mined with plans based on the data.
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10    MINERAL PROCESSING AND METALLURGICAL TESTING
Intrepid-Wendover has a long history of processing potash on site. Recovery estimates are based on past plant performance, current performance, and anticipated future performance based on laboratory or metallurgical testing of the anticipated plant feed. Over time, the appropriate capital modifications to the plants have been made to accommodate changes in ore feed and market requirements.
10.1    Adequacy of the Data
It is the opinion of the QP that the data is adequate for the determination of resources and reserves. The deposit has historically and continues to be processed into product that is successfully sold on a commercial scale.
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11-1
11    Mineral Resource Estimates
This Technical Report Summary provides a mineral resource estimate and classification of resources. Mineral resources that are not mineral reserves do not meet the threshold for reserve modifying factors, such as estimated economic viability, that would allow for conversion to mineral reserves.
11.1    Introduction
According to 17 CFR § 229.1301 (2021), the following definitions of mineral resource categories are included for reference:
An inferred mineral resource is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of limited geological evidence and sampling. An inferred mineral resource has the lowest level of geological confidence of all mineral resources, which prevents the application of the modifying factors in a manner useful for evaluation of economic viability. An inferred mineral resource, therefore, may not be converted to a mineral reserve.
An indicated mineral resource is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of adequate geological evidence and sampling. An indicated mineral resource has a lower level of confidence than the level of confidence of a measured mineral resource and may only be converted to a probable mineral reserve. As used in this subpart, the term adequate geological evidence means evidence that is sufficient to establish geological and grade or quality continuity with reasonable certainty.
A measured mineral resource is that part of a mineral resource for which quantity and grade or quality are estimated on the basis of conclusive geological evidence and sampling. As used in this subpart, the term conclusive geological evidence means evidence that is sufficient to test and confirm geological and grade or quality continuity.
11.2    Key Assumptions, Parameters, and Methods
The estimating method for potash resources in the shallow-brine aquifer was based on KCl brine concentration, porosity, and aquifer thickness from historical reports. The brine-monitoring data were compiled to form the database that serves as the basis for estimating the resources.
An analysis was conducted to determine the economic cutoff brine grade. The basis of the analysis averaged costs based on statements or earnings provided by Intrepid and the forecasted long-term sale price of $406/t. These values are 25% greater than the product sales price for the reserve estimate. Intrepid has a long history of sales and marketing of their products. Sales are managed for all properties through the corporate office. Intrepid provided the historical demand and sales pricing through their SOE from 2012 to 2020. Forward-looking pricing was provided by Intrepid marketing and the sales price outlook was reviewed in The World Bank Report Pink Sheets (The World Bank 2021).
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Table 11-1 lists the production cost, sales revenue, and the calculated cutoff brine grade. The cutoff grade of the brine pumped into the primary pond is estimated to be 0.30 wt% KCl. The brine pumped into the primary pond was assumed to have a grade of 0.82% KCl based on the KCl grade monitored in 27 wells in 2020.
Table 11-1.    Resource Analysis to Estimate Cutoff KCl Grade
Cost
Warehouse and handling costs ($)
1,500,000 
Total production costs (excluding depreciation) ($)
12,700,000 
Environmental remediation costs ($)
37,000 
Cost of goods sold, non-inventory ($)
2,030,000 
Byproducts

MgCl2, MRS, salt and miscellaneous ($)
(6,970,000)
Total Cost ($)9,297,000 

Potash
Price per ton less shipping ($)
356 
Production (t)
70,000 
Net potash sales ($)
24,920,000 

Cutoff Analysis
Cost per ton ($)
133 
Cutoff production (t)
26,000 
Average grade pumped into primary pond (% KCl) based on data from 27 wells
0.82 
Cutoff grade (% KCl)
0.30 
Cutoff grade (% K2O)
0.19 
11.3    Mineral Resource Estimate
Resources are estimated by shallow- and deep-brine aquifers. Because of the unconventional nature of the deposit, no measured resources are estimated.
11.3.1    Potash Resources in the Shallow-Brine Aquifer
The potash indicated mineral resource in the shallow-brine aquifer was estimated from the difference of the KCl grade monitored from 92 wells during the period 1965–1967 and the current monitoring data with consideration of the cutoff grade derived from cost data sourced from operations data.
The general distribution of KCl in the shallow-aquifer brine during the period 1965–1967 studied by Turk (1969), in which data were mapped based on brine samples collected from 92 monitoring wells, was mapped in Figure 11-1. The data shows that brine quality at each point fluctuates over time, which is likely due to precipitation and evaporation within the Lake Bonneville basin. In order to minimize the number of anomalously low values caused by dilution from antecedent rainfall, only the maximum concentration measured at each well during that period was used in this estimate. The analysis shows that the area controlled by the 92 monitoring wells is 78.8 square miles, and the average KCl grade throughout the 92 monitoring well control area is
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1.26%. Although the current ditch system collects brine from most of the 137-square-mile mining area, there is no systematic monitoring of brine quality across the entire area. For estimation of mineral resources, the actual monitoring well catchment area of 78.8 square miles is utilized.
One important parameter to determine potash content of the shallow-brine aquifer is porosity, which is represented as the non-solid fraction of geologic material in an aquifer. The total porosity of the shallow-brine aquifer averages about 0.45 according to numerous wet and dry bulk density measurements by the Utah State Highway Department (Kaiser Aluminum & Chemical Corporation 1974; Turk 1969). Thus, the brine content in the shallow-brine aquifer is estimated to be about 250 billion gallons, based on the ditch catchment area of 137 square miles, thickness of 18 ft, and porosity (0.45) of the aquifer.
According to Turk (1969), the effective porosity of the shallow-brine aquifer averages about 0.1. The brine from effective porosity represents the static free-draining portion of the brine from total porosity prior to extraction. It does not consider the impact of any groundwater recharge or solute transport which increases the amount of extractable brine above the static free-draining component over time. Therefore, the mineral resource is not calculated based on the effective porosity.
The maximum KCl grade in each of the 27 monitoring wells drilled in October 2005 was mapped with the Kriging gridding method with default linear variogram in the software, Surfer, version 15.4.354 (Golden Software, LLC 2018). The maximum KCl grade in each well that was mapped with the Kriging gridding method is shown in Figure 11-2.
The average KCl grade estimated over the 137-square-mile ditch catchment area was 1.32% for the 1965–1967 data. The average KCl grade estimated over the 137-square-mile ditch catchment area was 0.78% for the 2020 data. The calculated difference in brine concentration through the catchment area (Figure 11-3) indicates that after 57 years of mining, the average KCl grade has declined by 0.54%; this is equivalent to 3.644 Mt of KCl depletion over the ditch catchment area using a 60% recovery factor in the ponds.
There is no change in trend of KCl grade to the primary pond or in potash production. Figure 11-4 shows the average brine grade as it was pumped to the primary pond for years 1962 to 2020. The brine grade has held steady at about 0.97% for 58 years without declining. Annual production of KCl from the shallow-brine aquifer varies from year to year. Figure 11-5 shows the
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image_11.jpg
Figure 11-1.    Isoconcentration Map of KCl in Shallow-Brine Aquifer 1965–1967
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image_12.jpg
Figure 11-2.    Isoconcentration Map of KCl in Shallow-Brine Aquifer 2021
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image_13.jpg
Figure 11-3.    Isoconcentration Map of KCl Depletion in Shallow-Brine Aquifer between 1967 and 2021
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chart-dc785ae2266849dfbd6.jpg
Figure 11-4.    Historical Brine Concentration Pumped into Primary Pond
chart-0236e3697fde47b7867.jpg
Figure 11-5.    Historical KCl Production at Intrepid-Wendover, 1968–2021
KCl production history of the shallow- and deep-brine aquifers between 1968 and 2021. The average yearly production (58,800 t) was close to the median yearly production (57,500 t), indicating that there has been no clear declining trend for KCl production from 1968 to 2021.
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Table 11-2 shows the shallow-brine aquifer potash resource estimate and its calculation methodology.
Table 11-2.    Shallow-Brine Aquifer KCl Resource Estimate
ParametersCalculationResults
92 drillhole control indicated area (ft2) (A)
2,152,518,168 
92 drillhole control inferred area (ft2) (Q)
2,915,597,689 
Average thickness (ft) (B)
18 
Porosity (C)0.45 
Average grade (1967) (% KCl) (D)
1.26 
Brine density (lb/ft3) (E)
72.4 
Cutoff grade (% KCl) (F)
0.30 
Recovery factor (G)
60 %
Product purity (H)
95 %
Plant efficiency85 %
Product per year (tpy) (I)70,000 

Resource Calculation (in thousand tons)
In-place KCl in 1967 (J)
J=A*B*C*D/100*E/20000007,960 
KCl depletion from 1967 to 2020 (K)

1,981 
KCl under cutoff grade (L)
L=(J-K)/D*F1,442 
Remaining in-place KCl above cutoff grade (M)
M=J-K-L4,537 
Recoverable KCl (N)
N=M*G2,722 
25-year plan
1,550 
Indicated resource exclusive of reserve (O)
O=M-N1,815 
Inferred resource (R)
R= Q*B*C*D/100*E/200000010,782 
Note that brine quality does fluctuate with time; therefore, both isoconcentration maps in Figures 11-1 and 11-2 must be considered approximations of the actual conditions.
11.3.2    Potash Resources in the Deep-Brine Aquifer
Wells drilled into the deep-brine aquifer have been used to add brine to the collection ditches and to offset the fluctuations of brine availability within the brine collection system. Production of the deep-brine wells started in 1948. Brine from the deep-brine aquifer is typically 10% to 20% of the KCl produced. Annual KCl production from the deep-brine aquifer on one occasion reached as high as 78,000 t. As shown in Table 11-3, approximately 562,000 t of KCl have been produced from the deep-brine aquifer from 1968 to 2021.
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Table 11-3.    Historical Deep Well and Shallow Aquifer Production, 1968–2021
Full Calendar Year1
Wendover KCl
Production
(kt)
Deep Aquifer KCl Production
(kt)
Shallow Aquifer KCl Production
(kt)
196850.025.524.5
196945.032.312.7
1970102.031.570.6
197188.015.372.7
1972117.018.798.3
197388.014.573.6
197472.015.356.7
197560.018.741.3
197650.019.630.5
197765.018.746.3
197893.00.093.0
197942.00.042.0
198050.00.050.0
198160.00.060.0
198290.00.090.0
198310.00.010.0
198439.00.039.0
198582.00.082.0
198665.00.065.0
198770.00.070.0
198845.00.045.0
198940.00.040.0
199090.00.090.0
199145.00.045.0
1992110.078.231.8
199391.045.146.0
1994101.015.385.7
199565.06.858.2
1996104.07.796.4
199766.06.859.2
199850.00.050.0
199990.00.090.0
200040.00.040.0
200135.00.035.0
200228.00.028.0
200346.00.046.0
200450.02.048.0
200557.42.654.8
200654.43.650.8
200798.54.194.4
2008101.97.294.7
200960.711.249.5
201064.16.557.6
201184.49.774.6
201287.614.173.5
201393.514.179.3
201497.016.980.1
201573.716.157.5
201649.57.042.5
201778.414.763.7
201885.519.266.2
201975.47.967.6
202059.114.145.0
202152.021.031.0
Total3,706.9561.83,145.2
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The potash resource estimate for the deep-brine aquifer in this report was based on current deep well draw-down, pumping rates, and historical brine concentration variations. The estimated resource for the deep-brine aquifer was classified as indicated resource due to hydrogeologic uncertainty of the aquifer.
Currently four deep wells, DBW-21, DBW-22, DBW-23, and DBW-24 (previously named Test Well 1), are being used at Intrepid-Wendover to aid in brine collection. The location of DBW-22 is close to DBW-13, where an aquifer of 254 vertical feet was encountered. DBW-23 is located near DBW-16 and DBW-10 where transmissivity ranges from 75,000 to 118,000 gpd/ft and the aquifer thickness is 48 ft. The aquifer thickness is approximately 88 ft at DBW-24.
DBW-21 pumped at about 812M gallons per year from 2004 to 2021; DBW-22 pumped at about 663M gallons per year from 2008 to 2021; DBW-23 pumped at about 880M gallons per year from 2009 to 2021; and DBW-24 pumped at about 188M gallons per year from 2013 to 2021. Typically the deep-well brine combines with the shallow-aquifer brine in the main collection ditch leading to the primary pond. The brine concentration produced from all deep wells is about 0.42% KCl by weight from 1967 to 2021.
Typically, the deep-brine wells were constructed to a depth of 1,000 to 1,500 ft with a useful life expectancy of approximately 15–20 years with maintenance of the pumps every 2–4 years. The deep-brine wells that are currently abandoned, out of service, or idle include DBW-1 through DBW-17. Figure 11-6 shows the location of the active and abandoned deep wells. A plot of the inferred conglomerate thickness contour is also shown in Figure 11-6.
Figure 11-7 shows the brine well pump history at DBW-21 and the monitored brine level. Figure 11-8 shows the pump histories for DBW-22, DBW-23, and DBW-24 (TW-1) up to 2015. Reliable draw-down data are not available in these wells. However, relatively constant pump rates indicate no or slow draw-downs in these wells. Since 2016, flows are monitored by monthly totalizer readings for each well. Figure 11-9 shows KCl grade in the deep-brine aquifer from 1967 to 2021. With the exception of some apparently abnormal data, the KCl brine grade from the deep-brine aquifer has remained constant since 1967. However, there is a slight downward trend in the deep-brine aquifer KCl grade beginning in 2007 (Figure 11-10). This could be due to the lifespan of the currently producing wells of 10 or more years. Figure 11-11 shows KCl grades in the four deep-brine wells that have been monitored since pumping commenced. Over the pumping life of these four wells, KCl brine grades have been relatively constant.
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image_16.jpg
Figure 11-6.    Deep-Brine Well Locations Thickness Isopach of Deep-Brine Aquifer
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a63.jpg
Figure 11-7.    DBW-21 Pump History and Water Level Below Surface
a64.jpg
Figure 11-8.    DBW-22, DBW-23, and DBW-24 Pump History
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a65.jpg
Figure 11-9.    Historical KCl Grade at Deep-Brine Aquifer
chart-3c2493cb25594b5ca30.jpg
Figure 11-10.    Historical KCl Grade at Deep-Brine Aquifer Since 2007
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a67.jpg
*Three outliers greater than 1.2% grade have been removed from the figure.
Figure 11-11.    KCl Grades at DBW-21, DBW-22, DBW-23, and DBW-24
Based on well draw-down, pumping rates, and KCl grade records, the deep-brine aquifer is expected to be relied upon to support production of 8,000 tpy of Muriate of Potash (MOP) for at least 25 years. Higher production rates occurred when deep brines were pumped from multiple wells. When three or four wells are pumping at the same time, the production rate has reached more than 14,000 tpy since 2012 (Table 11-3).
11.4    Qualified Persons Opinion – Further Work
The QP is of the opinion that no further work is needed to determine the resource.
11.5    Resource Statement
Table 11-4 shows the summary of the mineral resources for Intrepid-Wendover effective December 31, 2021, exclusive of mineral reserves.
11.6    Discussion
Historical production data shows that total production for the shallow-brine aquifer from 1968 to 2021 was 3.145 Mt. The isoconcentration maps indicate a resource depletion greater than the recorded production from 1968 to 2021. This may be because the recovery factor of 60% used in the KCl depletion calculation is overestimated. It should be noted that the 27 wells drilled in 2005 are a limited sample of the “resource”; therefore, referring these 27 wells across the 137-square-mile catchment area could generate misleading results. Moreover, the estimation errors of the mining catchment area, the variability of the estimated porosity and thickness of the shallow-brine aquifer, and the KCl grade estimations, etc., could all impact the estimate.
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Table 11-4.    Sylvinite Brine Mineral Resource Estimate effective December 31, 2021 based on 406 $/Product Ton Mine Site
Resources
Cutoff2
(%K2O)
Processing Recovery
(%)
Sylvinite Brine1
(Mt)
Grade
(%K20)
Contained K2O
(Mt)
Measured Mineral Resources
Indicated Mineral Resources80.50.505.00.1985
Measured + Indicated Mineral Resources80.50.505.00.19
Inferred Mineral Resources109.10.506.80.1985
1Sylvinite brine is NaCl and KCl in solution at average concentrations by weight.
2Solution mining resource cutoff is grade at which production covers operating costs.
Mineral Resources were prepared by Agapito Associates, Inc., a qualified firm for the estimate and independent of Intrepid Potash.
Mineral Resources are reported exclusive of Mineral Reserves, on a 100% basis.
Mineral Resources are reported using Inverse Distance Squared (ID2) estimation methods
Mt = million tons, % = percent, K2O = potassium oxide, ft = feet
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12    MINERAL RESERVE ESTIMATES
Mineral Reserves at Intrepid-Wendover have been determined by applying current economic criteria that are valid for the Intrepid-Wendover Mine. These criteria limitations have been applied to the resource model to determine which part of the Measured and Indicated Mineral Resource is economically extractable.
12.1    Key Assumptions, Parameters, and Methods
The factors influencing the determination of the mineable reserves based on economic success of potash mining at Intrepid-Wendover are:
KCl grade of the aquifer
Thickness of the aquifer
Geometry of the aquifer
Presence of geologic anomalies that distort the aquifer
Hydrogeological properties of the aquifer
Impurities that impact solubility or the surface concentration, separation, crystallization, or packaging process
Cost of Goods Sold
Price of the final product
These factors can be grouped as geologic, operational, processing, and cost factors. At Intrepid-Wendover, the infrastructure is mature and the processing and cost factors are well understood. Costs are expected to remain constant with respect to the determination of the reserves. Geologic factors relate to the reserve (grade and thickness), bed geometry (dip and undulations), and geologic anomalies (faults, salt horses, and unknowns). Mining factors include the product concentration and the productivity of the wells (life of wells and total production per well). Additionally, reserves are also estimated using the experience gained from potash mining in the shallow- and deep-brine aquifers to date and the established mining costs and sales.
The long-term product sale price selected for this analysis of cutoff grade is $325/t. Intrepid has a long history of sales and marketing of their products. Intrepid provided the historical demand and sales pricing through their SOE’s from 2012 to 2020. Forward-looking pricing was provided by Intrepid marketing and the sales price outlook was reviewed in The World Bank Report Pink Sheets (The World Bank 2021).
An economic cutoff has been evaluated for estimating reserves as included in Table 12-1.
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Table 12-1.    Cutoff Cost Estimate
Cost
Warehouse and handling costs ($)
1,500,000 
Total Production Costs (excluding depreciation) ($)
12,700,000 
Environmental remediation costs ($)
37,000 
Cost of goods sold, non-inventory ($)
2,030,000 
Byproducts

MgCl2, MRS, salt and miscellaneous ($)
(6,970,000)
Total Cost ($)9,297,000 

Potash
Price per ton less shipping ($)
275 
Production (tons)
70,000 
Net potash sales ($)
19,250,000 

Cutoff Analysis
Cost per ton ($)
133 
Cutoff production (t)
34,000 
Average grade pumped into primary pond (% KCl) based on data from 27 wells
0.82 
Cutoff grade (% KCl)
0.40 
Cutoff grade (% K2O)
0.25 
12.2    Mineral Reserves Estimate
The extent to which Intrepid-Wendover’s potassium resources can be converted to reserves and ultimately economically extracted is a function of:
The tonnage of potassium-rich mineralized brine within effective porosity
The tonnage of potassium-rich mineralized brine within the total porosity
The level of recharge from surface water inflow and rainfall
The extent to which the recharge can liberate the potassium-rich mineral salts contained within the retained porosity into effective porosity over continued production cycles
12.2.1    Mineral Reserve Estimates for the Shallow-Brine Aquifer
It should be noted that not all the potash contained in the shallow-brine aquifer with grades above the cutoff grade could be recovered based on the current mining plan. A portion of the brine from total porosity, in addition to the brine from effective porosity, is considered to be extractable depending on the transient groundwater flow and transport conditions affecting the brine level during extraction. For a conservative estimate, an overall recovery factor of 60% was applied to the reserve estimate for the shallow-brine aquifer on a gross scale. The rationale behind this factor is due to the uncertainty of the recovery of KCl leakage from the unlined pond system and ditch plans.
According to the production records from 1990 to 2005, only a portion of the potash in the captured brine was harvested as the final product. The overall efficiency, which is the percentage ratio between KCl produced and estimated KCl pumped into the primary pond (based on the known brine flow to the ponds and the KCl grade of that brine), was 34% on average from 1990 to 2005. The
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low overall efficiency indicates that a large percentage of the KCl introduced into the evaporation ponds remained in the pond system or leaked back into the shallow-brine aquifer. Portions of the “KCl loss” to the pond system and shallow-brine aquifer could be recovered in subsequent years and ultimately sold as product.
The brine-collection ditch capture zone analysis conducted by Shaw Environmental, Inc. (2006) shows that the capture zone for each ditch appears to range between 250 and 500 ft laterally from the ditch. Outside the ditch catchment zone, groundwater in the shallow-brine aquifer is estimated to flow at a maximum rate of 13 ft/year. The general spacing between ditches is about 2,600 ft, which may require a period of at least 100 years for the ditches to capture all the potash brine between the ditches.
Total KCl content over the reserve area (the area of influence of the 92 monitoring wells or 78.8 square miles) was estimated based on 1965–1967 KCl brine grades, average porosity (0.45), and thickness (18 ft) of the shallow-brine aquifer. KCl depletion of 2 Mt since 1968 over the 92 drillhole control area was estimated using the KCl production from 1968 to 2021 over the 137-square-mile ditch catchment area and applying a product purity of 95% and process efficiency of 85%. The KCl reserve was adjusted to account for the KCl depletion, the KCl tons below the cutoff grade of 0.40%, and an overall recovery factor of 60%. The total MOP reserve for the shallow-brine aquifer is 1.55 Mt.
12.2.2    Mineral Reserve Estimates for the Deep-Brine Aquifer
Based on well draw-down, pumping rates, and KCl grade records, Agapito predicts that the deep-brine aquifer can be relied upon to support production of 8,000 tpy of MOP for over 25 years. The total MOP reserve for the deep-brine aquifer is 0.19 Mt.
12.3    Qualified Persons Opinion – Further Work
The current mineral reserve estimation for the deep-brine aquifer is based on the production history and aquifer grades. Agapito believes that these estimates are conservative and reliable, and no further work is recommended at this time.
12.4    Reserve Summary
Table 12-2 shows the summary of the mineral reserves at Intrepid-Wendover. The mineral reserve statement is presented in accordance with the S-K 1300 New Mining Rules.
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Table 12-2.    Potash Mineral Reserves effective December 31, 2021 based on 325 $/Product Ton Mine Site
Sylvinite Brine1
(Mt)
In-Situ Grade2
(%K2O)
Product
(Mt)
Brine
Cutoff Grade3
(%K2O)
Processing Recovery
(%)
Proven Mineral Reserves
Probable Mineral Reserves88.50.51.80.385
Total Mineral Reserves88.50.51.80.3
1Sylvinite brine is NaCl and KCl in solution at average concentrations by weight.
2In-situ grade is the amount of K2O contained in the brine.
3Solution mining reserve cutoff is the grade at which production covers operating costs.
Mineral Reserves were prepared by Agapito Associates, Inc., a qualified firm for the estimate and independent of Intrepid Potash.
Mineral Reserves are reported exclusive of Mineral Resources, on a 100% basis.
Mineral Reserves are reported based on an overall recovery factor of 60% and a product purity of 95%.
Mt = million tons, % = percent, K2O = potassium oxide, ft = feet
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13    MINING METHODS
Potash at Intrepid-Wendover is produced through solar evaporation of naturally occurring brines collected from the sedimentary basin adjacent to the processing facility via brine collection ditches and extraction wells. The potash content of the collected brine is concentrated by solar evaporation to the point that solids are precipitated and can be collected. Harvested solid salts are hauled to the processing facility, where they are dried, sized, and stored for shipment. Potash, MRS, NaCl, and MgCl2 are shipped by both truck and rail via I-80 and the UPRR.
Brines from the shallow-brine aquifer, drained by gravity, are gathered by a system of collection ditches, which are approximately 20 to 30 ft deep by 9 to 40 ft wide. The total collection ditch system covers a length of 117 miles and annually collects 3.4 billion gallons of brine from the shallow-brine aquifer. Brines pumped from the deep-brine aquifer are used to augment the shallow brine to the collection system.
Collected brines are pumped into a primary pond, and solar energy is utilized to heat the ponded brine so that evaporation may proceed. As the brine is concentrated to a point just short of potash precipitation in the primary pond, the brine is then transferred into a harvest pond for selective precipitation of the potash crude salt.
As water evaporation continues in the harvest pond, sylvinite, a physical mixture of NaCl and KCl, is precipitated to the pond floor until the brine concentrates to a point where carnallite and other salts start to precipitate. The extra brine is then removed from the harvest pond and transferred to carnallite ponds. The layer of sylvinite salts at the harvest pond floor is mechanically removed with scrapers and hauled to the flotation mill for beneficiation.
Grinding and flotation processes are used to concentrate KCl. The concentrate is then leached with freshwater to remove most of the remaining NaCl. The leached product is filtered and dried. A part of the dried product is compacted to produce a coarse grade of potash. MgCl2 brine, MRS, and salt are retrieved as by-products.
13.1    Relevant Hydrogeology
Groundwater occurs in three distinct aquifers in much of the western Great Salt Lake Desert: (1) the deep-brine aquifer, (2) the alluvial-fan aquifer, and (3) the shallow-brine aquifer. Inferred subsurface stratigraphic relationships are shown diagrammatically in Figure 13-1.
The most extensive aquifer, the deep-brine aquifer, yields brine to wells on the BSF from conglomerate in the lower part of the basin fill. The deep-brine aquifer consists of as much as 840 ft of conglomerate confined by an upper few hundred feet of relatively impermeable, lacustrine deposits. Thus, hydraulic connection between the aquifer and playa surfaces is poor (Lines 1979). Aquifer tests indicate that the transmissivity of the deep-brine aquifer in the area of the potash operation averages 13,000 ft2/day and the storage coefficient is about 4×10–4. Pumping tests indicate the deep-brine aquifer is a quasi-infinite reservoir. The amount of recharge to the deep-brine aquifer cannot be determined from available data. Discharge is mainly from the wells. Concentration of KCl in the deep-brine aquifer ranges from 0.36% to 0.47%, and MgCl2 from 0.43% to 0.69%. Composition of the brine is relatively constant throughout the aquifer.
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2021 Estimated Resources and Reserves at Intrepid Potash-Wendover
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f131.jpg
Figure 13-1.    Intrepid-Wendover Hydrogeologic Setting (after Lines 1979 and Mason 1998)
The alluvial-fan aquifer is composed of sand and gravel alluvial fans along the flanks of the Silver Island Mountains and the Pilot Range. The alluvial fans are interbedded with fine-grained lacustrine deposits which act as confining layers to the alluvial-fan aquifer. The degree of hydraulic connection between the deep-brine aquifer and the alluvial-fan aquifer is unknown. The degree of connection likely varies, as it is dependent on the continuity between the sand and gravel of the alluvial fans and the conglomerates in the basin fill (Lines 1979). No economic mineable potash is contained in the alluvial-fan aquifer.
The shallow-brine aquifer consists of both the near-surface carbonate muds and the crystalline halite and gypsum deposits on the surface of the playas. The shallow-brine aquifer yields brine to collection ditches and is the main source of KCl for Intrepid’s potash operation on the BSF. Sand and gravel of the alluvial fans are interbedded with the near-surface carbonate muds of the playas, and hydraulic connection is good. The average thickness of the shallow-brine aquifer is reported to be about 18 ft (Turk 1969; Shaw Environmental, Inc. 2006).
It is believed that most potash dissolved in the shallow-brine aquifer was from the clay underneath the salt crust (Nolan 1927; Turk 1969). The ultimate source of potash was brought to the Bonneville Basin by slow, lateral subsurface water inflow from adjacent sediments during long-term geologic time. Davis (1967) studied the lateral inflow through the periphery of the salt flats and found that fluid gradients there were less than 0.1 ft per mile. Even if the area had a transmissivity of 10,000 gpd/ft, only 1,000 gpd/mile would have moved through the periphery of the salt flats. Thus, the amount of lateral inflow is insignificant compared with the brine extraction rates.
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Recharge to the shallow-brine aquifer is largely from local rainfall. Brine levels change seasonally and are influenced by brine production. Turk (1969) found that during the period of 1965–1968, more than a 3-ft variation in brine levels occurred throughout the salt flats. However, during each winter for which there were records, the brine level recovered to the surface. In drier years, the brine level may not recover completely, but winter precipitation can supply significant additional recharge during wet years. Infiltration capacity tests on the playa surface and hydrographs of observation wells indicate that rainfall in excess of 0.1 inch during the summer and 0.05 inch during the winter recharge the area of thickest salt crust; only high rainfall will recharge very moist clay surfaces. Turk (1969) examined daily rainfall records in the salt flats from 1966 to 1967 and found that the rainfall available for recharge averages about 2.3 inches per year, roughly half of the total precipitation. A simple water budget study from the period 1990–2006 can verify that rainfall recharge is sufficient for the shallow-brine aquifer to remain at a constant brine level. Average annual rainfall during this period was 4.75 inches; therefore, rechargeable rainfall in the mining area is estimated at more than 7.5 billion gallons. Pumping records for that period show that the annual brine extracted from the shallow-brine aquifer was about 3.4 billion gallons, 55% less than rainfall recharge.
13.2    Production Rates, Expected Mine Life, and Mining Dilution and Recovery Factors
Since 1968, approximately 67,000 t of KCl, 31,000 t of NaCl, and 156,000 t of MgCl2 were produced each year. The life expectancy is greater than 25 years. The final mine outline is shown in Figure 13-2.
13.3    Equipment Fleet and Personnel Required
The predominant equipment to move the salt from the evaporation ponds to processing plant are scrapers. Personnel requirements are minimal (56 personnel) when compared to conventional mining.
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image_25.jpg
Figure 13-2.    Final Mine Outline
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14    PROCESSING AND RECOVERY METHODS
The potash content of the collected brine is concentrated by solar evaporation to the point that solids are precipitated and can be collected. Harvested solid salts are hauled to the potash processing facility, where they are dried, sized, and stored for shipment as potash, MRS, and NaCl. MgCl2-rich brines are transferred to the MgCl2 ponds and processed in the Carnallite Plant.
14.1    Process Description
The Intrepid-Wendover potash plant processes a nominal 5 billion gallons per year of deep-well and near-surface brines. The combined brines are estimated to contain 0.8–0.9 wt% KCl, 18 wt% NaCl, 4.2 wt% MgCl2 and all brines are near-saturated with gypsum (CaSO4) at 0.5–0.6 wt%. The simplified process flow chart is shown in Figure 14-1.
f141.jpg
Figure 14-1.    Simplified Process Flow Chart
The first step in processing is the solar evaporation in the pond system (Figure 14-2). The Intrepid-Wendover operation production is weather-dependent, most specifically rainfall. Anecdotally a wet winter increases potash production but produces diluted MgCl2, which limits production of Road Saver brine. The annual rainfall ranges from 2.8 inches to 10.4 inches with an average of 5.4 inches. Low rainfall levels result in a drop in the lake brine level and result in low flows of brine
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Pond operation is challenging. Pond 6 for example is large, providing 7,800 acres for evaporation. Initially when flooded with weak brine, the large pond area allows rapid concentration of the weak brine. Once concentration is reached, the challenge is to not over-concentrate. The operators manage the concentration of KCl by controlling the path of the brine through Pond 6 and therefore, reducing evaporation time.
The plant data and mass balance vary with the weather, but clearly the pond berms are very permeable, and 65–70% of the KCl pumped into Pond 6 returns to the lake via leakage. With a mill recovery of 80%, it is estimated that only 20% of the KCl entering Pond 6 is recovered as final product. Leakage becomes more costly as the brine concentrates. The downstream ponds have clay berms, and Harvest 2 has a liner.
As brine advances towards the Harvest ponds, KCl and MgCl2 concentrations increase, while NaCl is being salted out primarily by MgCl2. Initially halite and gypsum precipitate. By the time the brine has reached the Harvest ponds, the MgCl2 concentration has increased to 5.5%, KCl has climbed to 4.5%, and NaCl has fallen to 6.4%. During preliminary evaporation, almost 3.5 Mt of halite have been removed from the brine. In the Harvest ponds, KCl falls to 3%, NaCl to 1.5%, and MgCl2 rises to 21%. Approximately 265,000 t of crystal are harvested at 28% KCl. The harvesting is conducted for 10 months of the year and 5 days per week, which matches the mill operating schedule.
The brine leaving the Harvest ponds is delivered to the Carnallite ponds. The brine concentrates to about 26% MgCl2, which results in the co-crystallization of halite and carnallite (MgCl2•KCl•6H2O). The crystal production is near 180,000 tpy, including 38,000 tpy of contained KCl. The KCl is separated from the MgCl2 by leaching with a near KCl-saturated combination of mill brine and brackish water. The KCl/NaCl crystal is separated by screening and is either dissolved and returned to the Harvest pond area or is used to create an excavation bed for the next Harvest season. The brine from the Carnallite dissolution step is recycled to the Carnallite ponds. The MgCl2 brine leaving the Carnallite ponds is either returned to the lake via ditch or is forwarded to the MgCl2 ponds to be further concentrated by evaporation and is shipped by truck or rail car loads.
The harvested crystal is delivered to an agitated slurry pit where it is re-pulped in double-saturated brine and pumped to the processing facility. The crystals are statically screened with the oversize processed through a crusher. The screened crystal is combined with reagents and fed to flotation cells.
The rougher flotation concentrate is sent to the agitated leach tank. The leached solids are at a product grade of 95.5% KCl with 60.5% K2O. The solids are dried, sampled, and conveyed to storage bins prior to the granulation circuit. Dried product is granulated and sent to the final product storage. The product is shipped to market in trucks or rail cars. Typical KCl production is 50,000 to 80,000 tpy.
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f142.jpg
Figure 14-2.    Solar Evaporation Pond Layout
14.2    Energy, Water, Process Materials, and Personnel Requirements
Brackish water consumption is estimated at 3.5 billion gallons per year. Solar plants typically have low energy requirement. Process materials are readily available within the greater Salt Lake City area, and personnel are sourced locally and trained as needed.
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15    INFRASTRUCTURE
A robust set of infrastructure is in place for Intrepid-Wendover. Natural gas, electricity, and water have historically been readily available and are expected to continue into the future. The layout of the infrastructure is shown in Figure 15-1.
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image_28.jpg
Figure 15-1.    Layout of the Infrastructure
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16    MARKET STUDIES
Potash (MOP) is primarily used as a fertilizer, but approximately 5% of annual North American production is consumed by the chemical industry; hence, potash is also an “industrial mineral.” Future pricing is difficult to predict and can fluctuate dramatically depending on the world market. Intrepid does not conduct market studies to set the sales price.
16.1    Markets for the Property’s Production
The markets for Intrepid-Wendover property’s production are established as witnessed by the historical sales.
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17    ENVIRONMENTAL STUDIES, PERMITTING, AND PLANS
17.1    Environmental Studies
An Environmental Assessment for the Intrepid Potash-Wendover Mine and Reclamation Plan Modification was conducted by the BLM (2012).
17.2    Waste and Tailings Disposal, Site Monitoring, and Water Management during and after Mine Closure
In a voluntary effort to enhance the salt crust on the BSF, Intrepid-Wendover participates in a salt laydown project by pumping brine north of I-80. There is no tailings disposal on site. Surface and groundwater monitoring follows a state approved plan.
17.3    Permitting Status and Reclamation Bonds
The permitting status and reclamation bond are listed in Table 17-1.
17.4    Agreements with Local Individuals
There are no specific agreements in place with local individuals.
17.5    Closure Plans
Closure activities include the requirements of filled ditches, removing berms, facility removal, resurveying public lands, and plugging wells.
17.6    Adequacy of Current Plans and Compliance
Intrepid-Wendover is in operation and in adherence with the local, state, and federal regulations.
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Table 17-1.    Permits and Bonds
Common NameIssuerPermit IDEffective DateExpiration DateBond ValueNote
Air PermitUtah Division of Air QualityApproval Order #: DAQE-AN107420014-1922-Jul-19
None
Storm Water Pollution Prevention PlanUtah Division of Water QualityGeneral Permit No.: UTR0000001-Dec-1231-Dec-17Permit renews annually with payment of annual fee
Spill Response PlanSelf-IssuedSpill Response Plan23-Feb-10Next Review due March 2025
Fugitive Dust Control PlanUtah Division of Air QualityFugitive Dust Control Plan29-Jun-15
None
Solid and Hazardous Waste Management PlanSelf-Issued
Dec-12
None
[Not a permit, IPW is a Very Small Quantity Generator]
Mine and Reclamation PlanUtah Division of Oil Gas and MiningNotice of Intentions to Revise Mining Operations, File No.: M-045000211-Dec-14Next Review due in 2024$8,904,000 
XRF licenseUtah Division of Waste Management and Radiation ControlX-Ray Registration No. 308431-Dec-21Division to inspect every 5 years
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18    CAPITAL AND OPERATING COSTS
18.1    Capital Cost Estimate
The only major capital project proposed for the future is the subdivision of Pond 6 into three smaller ponds with clay-sealed berms, keyed into the bottom clay layer. The cost of this project is estimated at $2M and will offer two primary benefits of greater control over the evaporative area and reduced seepage of brine which would minimize rehandling. This is not a required capital expense and therefore has not been included in the economic analysis.
18.2    Operating Cost Estimate
The operating cost at Intrepid-Wendover is estimated to be $130/t as shown in Table 18-1. The largest operating cost is labor at 52% of the annual operating cost. Natural gas, electricity, and fuel represents less than 15% of the total operating cost.
Table 18-1.    Operating Cost Estimate
Unit Cost per TonPercent of Total
Labor with Benefits$69 52.0 %
Maintenance$2 1.5 %
Energy and Fuels$22 16.5 %
Operating Supplies$27 20.0 %
Other$13 10.0 %
Operating Cost$133 100.0 %
18.3    Accuracy Discussion
Estimates are based on actual statements of cost.
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19    ECONOMIC ANALYSIS
To evaluate the viability of mining the Intrepid-Wendover mines reserves, an economic analysis was conducted. Annual revenue and production cost schedules were used to build a projected cash flow to accompany the mine plan. The costs and sales price parameters were assumed to be in constant US dollars.
19.1    Key Assumptions, Parameters, and Methods
The property has a long history of operation at this location. The assumption list for the economic analysis is shown in Table 19-1.
Table 19-1.    Economic Analysis Assumptions
ParameterAssumption
Potash Sale Price (mine site)$325/t
Shipping Potash50/t
Potash Production Target70,000 tpy
Interest Rate0–12% APR
Income Taxes (State and Federal)40%
Severance Tax2.60%
19.2    Economic Analysis
For a property in operation, the economic viability has been established. The pre-tax cash flow was developed using the production plan continuing as currently operating in Table 19-2. The cash flow after tax is shown in Table 19-3. The NPV over the period of the detailed mine plan was calculated for an array of interest rates. This NPV analysis is included in Tables 19-4 and 19-5 for pre- and after-tax, respectively. For a property in operation, the Internal Rate of Return (IRR) and payback period are only necessary for major capital expansions.
19.3    Sensitivity Analysis
NPV sensitivity analyses were run using variants in commodity price and operating costs for the pre-tax cash flow. The results of the sensitivity analysis are shown graphically for pre-tax and after-tax evaluations in Figures 19-1 and 19-2, respectively.
19.4    Discussion
The property has consistently operated at a profit and is expected to continue to operate at a profit.
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Table 19-2.    Estimated Pre-Tax Cash Flow
2022–
2026
2027–
2031
2032–
2036
2037–
2041
2042–
2046
MOPProduction (MOP -000 tons/year)70.070.070.070.070.0
Sale Price MOP ($/product ton/year)$325$325$325$325$325
Shipping ($/product ton/year)$50$50$50$50$50
Net Sale Price/year$275$275$275$275$275
REVENUE ($-million/year)$19.3$19.3$19.3$19.3$19.3
EXPENSES
Major Capital
Cost of Goods Sold
MOP cost per ton of product$9.31$9.31$9.31$9.31$9.31
Income before Taxes$9.94$9.94$9.94$9.94$9.94
Cash Flow (Pre-Tax)$9.94$9.94$9.94$9.94$9.94
Table 19-3.    Estimated After-Tax Cash Flow
2022–
2026
2027–
2031
2032–
2036
2037–
2041
2042–
2046
MOPProduction (MOP -000 Tons/year)70.070.070.070.070.0
Sale Price MOP ($/product ton/year)$325$325$325$325$325
Shipping ($/product ton/year)$50$50$50$50$50
Net Sale Price/year$275$275$275$275$275
REVENUE ($-million/year)$19.3$19.3$19.3$19.3$19.3
EXPENSES
Major Capital
Cost of Goods Sold
MOP cost per ton of product$9.31$9.31$9.31$9.31$9.31
Income before Taxes$9.94$9.94$9.94$9.94$9.94
Depletion$2.70$2.70$2.70$2.70$2.70
Taxable Income$7.25$7.25$7.25$7.25$7.25
Fed and State$2.90$2.90$2.90$2.90$2.90
Severance Tax$0.50$0.50$0.50$0.50$0.50
Cash Flow (After-Tax)$6.54$6.54$6.54$6.54$6.54
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Table 19-4.    NPV Pre-Tax Estimate
Interest Rate
(% APR)
NPV
($M)
0$249
5$147
8$115
10$99
12$87
Table 19-5.    NPV After-Tax Estimate
Interest Rate
(% APR)
NPV
($M)
0$164
5$97
8$75
10$65
12$57
chart-09092b72590e41dc8b9.jpg
Figure 19-1.    Pre-Tax NPV Sensitivity to Price and Costs (APR 8%)
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chart-6f8c4bce60d4437fb89.jpg
Figure 19-2.    After-Tax NPV Sensitivity to Price and Costs (APR 8%)
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20    ADJACENT PROPERTIES
Adjacent properties are not applicable at Intrepid-Wendover.
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21    OTHER RELEVANT DATA AND INFORMATION
No additional information is provided.
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22    INTERPRETATION AND CONCLUSIONS
Estimates are dependent on data obtained from the natural environment. Although the mine has been in operation for many years, factors such as extended drought or natural disasters could influence the estimates. The general spacing between collection ditches is about 2,600 ft, which may require a period of at least 100 years for the ditches to capture all the potash brine between the ditches. A future mining plan with optimized ditch spacing could affect the recovery factor and reserve estimation.
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23    RECOMMENDATIONS
No further work is recommended.
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24    REFERENCES
AAI (2007a), “Potash Resource Estimation for Intrepid Potash–Wendover, LLC,” report to Intrepid Potash, 363-10, November, 40 pp.
AAI (2007b), “Determination of Estimated Probable Reserves at Intrepid Potash–Wendover, LLC,” report to Intrepid Potash, 363-10, November, 40 pp.
AAI (2010), “Determination of Estimated Probable Potash Reserves at Intrepid Potash–Wendover, LLC,” repot to Intrepid Potash, 363-12, February, 47 pp.
AAI (2013), “Determination of Estimated Probable Potash Reserves at Intrepid Potash–Wendover, LLC,” report to Intrepid Potash, 363-13, February, 53 pp.
AAI (2016), “2015 Determination of Estimated Probable Potash Reserves at Intrepid Potash–Wendover, LLC,” report to Intrepid Potash, 363-19, January 22, 66 pp.
AAI (2019), “2018 Determination of Estimated Probable Reserves at Intrepid Potash–Wendover, LLC,” report to Intrepid Potash, 363-22, January, 65 pp.
CFR (2021), “Disclosure by Registrants Engaged in Mining Operations,” § 229.1301, last amended September 1.
Currey, D. R., C. G. Oviatt, and J. E. Czarnomski (1984), “Late Quaternary Geology of Lake Bonneville and Lake Waring,” Geology of Northwest Utah, Southern Idaho, and Northeast Nevada, G. J. Kearns and R. L. Kearns, Jr., (Editors), Utah Geological Association, Publication 13, pp. 227–237.
Davis, S. N. (1967), “Supplementary Report on Brine Production at Bonneville, Utah,” C. E. Bradberry and Associates, Consulting Engineering, private report to Kaiser Aluminum and Chemical Corporation.
Kaiser Aluminum & Chemical Corporation (1974), “Production Plan for Pond System V at Kaiser Aluminum & Chemical Corporation Bonneville Division Wendover, Utah,” submitted to United States Department of the Interior, May 2.
Lines, G. C. (1979), “Hydrology and Surface Morphology of the Bonneville Salt Flats and Pilot Valley Playa, Utah,” United States Government Printing Office, Washington.
Mason (1998), “Hydrology of the Bonneville Salt Flats, Northwestern Utah, and Simulation of Ground-Water Flow and Solute Transport in the Shallow-Brine Aquifer,” U.S. Geological Survey Professional Paper 1585, 120 pp.
Nolan, T. B. (1927), “Potash Brines in the Great Salt Lake Desert, Utah,” U.S. Geologic Survey Bulletin 795-B.
Oviatt, C. G., D. R. Currey, and D. Sack (1992), “Radiocarbon Chronology of Lake Bonneville, Eastern Great Basin, USA, Palaeogeogr. Palaeoclimatol. Palaeoecol. 99:225–241.
SEC (2008), “Industry Guides,” OMB Number 3235-0069, 33 pp.
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Shaw Environmental, Inc. (2006), “Mine and Reclamation Plan Intrepid Potash-Wendover, LLC Potash Mine,” submitted to Bureau of Land Management State Office-Utah on Behalf of Intrepid Potash-Wendover, LLC, June 15.
SME (2017), “A Guide for Reporting Exploration Information, Minerals Resources, and Mineral Reserves,” July 17, 97 pp.
The World Bank (2021), “Commodity Markets,” available at Worldbank website (accessed 8/6/2021).
Turk, L. J. (1969), “Hydrogeology of the Bonneville Salt Flats, Utah: Ph.D. Dissertation,” Stanford University.
US Department of Interior Bureau of Land Management, (2012), Environmental Assessment UT-020-2006-002 “Intrepid Potash Mine and Reclamation Plan (Modification), August 12.
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25    RELIANCE ON INFORMATION
The QP’s have relied on information provided by Intrepid and Intrepid-Wendover.
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