DRC-2024-005286

AH H.C
ANFIELD RESOURCES HOLDING CORP.
April 5, 2024
Mr. Doug Hansen, Director
Utah Department of Environmental Quality
Division of Waste Management and Radiation Control
195 North 1950 West
Salt Lake City, UT 841 I 6
Re: Radioactive Materials License UT 0900480; License Renewal Application.
Dear Director Hansen:
APR O 9 202¼
VWCCAO.ureaa:
10808 S. River Front Pukway
Suite 321
South Jordan, Utah 84095
Office: 385.246.1250
Fu: 801.326.4872
Anfield Resources Holding Corp. (Anfield) herein resubmits its application for renewal of the Shootaring Canyon
Uranium Milling Facility Radioactive Materials License UT 0900480. Please accept this submission as an entire revision
to Anfield's formal application to renew the License under Utah Administrative Code R3 I 3-22-37. This submission
includes two complete copies of the application with digital files of all application documents, which consists of the
following materials:
A)Form DRC-01 with Addendum.
B)Supporting documents which include the following:
License Renewal Application, State of Utah Radioactive Materials License No. UT 0900480
Exhibits A. l through A.5
i)Exhibit A. l 2003 NRC Environmental Assessment
ii)Exhibit A.2
iii)Exhibit A.3
iv)Exhibit A.4
v)Exhibit A.5
Environmental Report
Current Groundwater Discharge Permit UGWl 70003
Annual 2023 Groundwater Monitoring Report
Second Half 2023 Effluent Monitoring Report
Exhibits B. l through B.5
i) Exhibit B.l Tailings Facility Design Report
ii)Exhibit B.2 Tailings Storage Facility Technical Specifications and QA/QC Plan
iii)Exhibit B.3
iv)Exhibit B.4
v)Exhibit B.5
Exhibit C.l
Reclamation and Decommissioning Plan
Groundwater Monitoring Sampling and Analysis Plan and QA Plan.
Groundwater Compliance Monitoring System Design
i)Radiological Dose Evaluation for Shootaring Canyon Uranium Facility, March 2024
Should you have any questions in regard to this submittal, please contact Corey Dias at [phone] or e-mail at
[e-mail].
Sincerely,
'7� Joshua Bleak/ President
Anfield Resources Holding Corp.
cc: Shootaring Canyon Uranium Milling Facility file
DRC-2024-005286
DWMRC!Ql
01/16
UTAH DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WASTE MANAGEMENT AND RADIATION CONTROL
APPLICATION FOR RADIOACTIVE MATERIAL LICENSE
INSTRUCTIONS: Complete all applicable items. Use supplemental sheets where necessary. Mail to: Utah Department of
Environmental Quality, Division of Waste Management and Radiation Control, P.O. Box 144880, Salt Lake City, Utah
84114-4880. If your application contains 25 pages, or more, an electronic copy must also be submitted on a CD or DVDnonrewriteable disk. This electronic copy shall consist of either a PDF searchable text document or a Microsoft Office Worddocument. (See R313-12-111.) Upon approval of this application, the applicant will receive a Radioactive Material License, issuedin accordance with the requirements contained in the current Radiation Control Rules as adopted by the Board.
1.THIS IS AN APPLICATION FOR:2.NAME, MAILING ADDRESS, & ZIP CODE
C A New License Name IAnfield Resources Holding Corp. I
urlo900480 Address 10808 S. River Front Parkway(i' Amendment to License Number I Suite 321
url I City !south Jordan J statelur I r Renewal of License Number Zip Code 184095 I
3.STORAGE/USE LOCATION 4.NAME OF PERSON TO BE CONTACTED ABOUT
Shootaring Canyon Uranium Facility THIS APPLICATION
Address Generally 2 miles north ofTicaboo, Utah Name: lcorey Dias I located at latitude 37° 42' 30" North, m
City lricaboo J State Jur I Zip Code I I Telephone No. 1(416) 827-8064 I
In addition to above address, use at temporary job sites? I N� Email: [e-mail] I
SbJBM!I�;ITEMS 5 THRQUGH,E8 1/2" X 1 lf P APE�il!y AL�!i&ESPONSE�/I'<:>T�'�SPEC1'IV�/fEM • ff
AND/QB SUB ITEM OB1THE . ... . SING GQIDE. S1;6• E THIS�liQRM TO THijPAPERSr? �r:1
5.RADIOACTIVE MATERIAL TO BE POSSESSED 6.PURPOSE FOR WHICH LICENSED MATERIAL
WILL BE USED
7.INDIVIDUAL(S) RESPONSIBLE FOR RADIATION 8. TRAINING FOR INDIVIDUALS WORKING IN ORSAFETY PROGRAM AND THEIR TRAINING AND
EXPERIENCE FREQUENTING RESTRICTED AREAS
9.FACILITIES AND EQUIPMENT 10.RADIATION SAFETY PROGRAM
11.WASTE MANAGEMENT 12.LICENSE FEES:
Fee Category: i2bi I Amount Enclosed $ 0.00
13.CERTIFICATION: The applicant, or official executing this certification on behalf of the applicant named in Item 2,certifies that this application is prepared in conformity with current Radiation Control Rules adopted by the Utah RadiationControl Board and that all information contained herein, including any supplements attached hereto, are true and correct tothe best of his/her knowledge and belief.
��
!Joshua Bleak I I President I 3/31/2024
Signature-Certifying Official Typed/Printed Name Title Date
. Anfield Resources Holding Corp. Shootaring Canyon Mill
Radioactive Materials License UT0900480
ADDENDUM
APPLICATION FOR RENEWAL OF STATE OF UTAH RADIOACTIVE
MATERIALS LICENSE NO. UT0900480
This is an Addendum to the Form DRC-01 application (the "Application") to renew State
of Utah Radioactive Materials License No. UT0900480 (the "License") for the Shootaring
Canyon Uranium Facility (the "Mill"). Reference is made to the License Renewal Application,
State of Utah Radioactive Materials License No. UT0900480, dated March 31st, 2024, (the
"Application Documents"), prepared by Anfield Resources Holding, Corp. ("Anfield") and its
contractors and all documents incorporated by reference in the Application Documents.
The Application Documents and all of their respective Appendices and documents incorporated
by reference therein, are hereby incorporated by reference in this Application. The applicant,
Anfield, hereby responds to Items 5 through 11 of Form DRC-01, as follows:
5.RADIOACTIVE MATERIAL TO BE POSSESSED
The following radioactive material will be possessed by Denison under the License:
•An unlimited quantity of natural uranium in any chemical and/or physical form; and
•Byproduct material, as defined in Utah Code Section 19-3-102, in the form of uranium
waste tailings and other uranium byproduct waste generated by Anfield's milling
operations authorized by the License.
6.PURPOSE FOR WHICH LICENSED MATERIAL WILL BE USED
Anfield proposes to continue to operate the Mill and use the licensed material as described in
Volume 1, Section 2 and elsewhere in the Application Documents.
7.INDIVIDUAL(S) RESPONSIBLE FOR RADIATION SAFETY PROGRAM AND
THEIR TRAINING AND EXPERIENCE
The Radiation Safety Officer at the Mill, Ms. Sheryl Garling is the individual responsible
for the radiation safety program at the Mill. Ms. Garling has the following training and
expenence:
a)Positions Held•
•
•
•
Approved by Utah Division of Waste Management and Radiation Control (UDWMRC) as Anfield Radiation Safety Officer (RSO) for the Shootaring Mill,
Approved by U.S. Nuclear Regulatory Agency (NRC) as and RSO, and Contract RSO for operations: Inter-Mountain Laboratories, Energy Laboratories, Inc., Cleveland Cliffs, American Nuclear Corporation, Uranium Resources, Inc.,
Approved by NRC and State Agencies to provide radiation monitoring and surveys in support of decommission, decontamination, reclamation for operations: Wyoming Department of Environmental Quality (WDEQ) for a variety of Abandoned Mine Reclamation Projects, Cameco, Exxon Highland, Pathfinder Mines, MolyCorp Louviers Site, Marathon Oil, UNC Mining &amp;
Milling, North Dakota Radiation Control for site release compliance.
Accepted by regulatory agencies for technical support for compliance with regulations associated with As Low As Reasonably Achievable (ALARA) and environmental compliance: Cameco Crow
1 of3 pages License Renewal Application
April 2024
� Anfield Resources Holding Corp. Shootaring Canyon Mill Radioactive Materials License UT0900480 Butte Resources, Cameco Smith Ranch, Inter-Mountain Laboratories, Inc., Uranium One, Uranium Energy Corporation (Texas Commission Environmental Quality-TCEQ). •As Project Engineer for URI, assisted with design, managed construction and assisted with initialstart up of Tenneco's West Cole Plant in Benavides, TX; Project Engineer and RSO for URI'sNorth Platte Pilot Plant, responsibilities included design, construction and project/operationmanager located north of Douglas, WY.b)Work Experience(see attached list)c)Formal Education•B.S. Civil Engineering - Clarkson College of Technology (now Clarkson University),Potsdam, NY 1977d)Professional Training Courses Taken•Initial training for radiation safety office through Eberline, Albuquerque, NM, 1979•Continually maintained biennial training for radiation safety officer through a varietyof third party technical training courses; Nevada Technical Associates, Inc. Stan AHuber Consultants, Inc. (SACHI), Noel Savignac, Radiation Safety & ControlServices, Inc. Reynolds Electric/Harvard RSO course, etc.e)Certifications•Radiation Safety Officer recurrent training, most recent February 2016•Department of Transportation (DOT) Hazardous Materials Transportation Certified to includedTrain the Trainer for training under US DOT Technical Service Institute (TSI).8.TRAINING FOR INDIVIDUALS WORKING IN OR FREQUENTING
RESTRICTED AREASThe Mill's training program is discussed in Volume l, Section 5.4, and elsewhere in the Application Documents. 9.FACILITIES AND EQUIPMENTThe Mill's facilities and equipment are described in detail in Volume 1, Section 3, andelsewhere in the Application Documents.10.RADIATION SAFETY PROGRAMThe Mill's Radiation Safety Program is described in detail in Volume 1, Section 6, andelsewhere in the Application Documents.11.WASTEMANAGEMENTThe Mill's waste management facilities, equipment and programs are described in detailin Volume 1, Section 3.2 and Section 4, and elsewhere in the Application Documents.2 of3 pages License Renewal Application April 2024
@ APp,ir?$iq
gnwhonmFntdl Servlces, Inc.
arid Raci;€iicn Coiltrol
APR 1 ? ?$2'I
April10,2024
Mr. Doug Hansen, Director
Utah Department of Environmental Quality
Division of Waste Management and Radiation Control
195 North 1950 West
Salt Lake City, UT 84116
Re: Radioactive Materials License UT 0900480; License Renewal Application electronic files.
Dear Director Hansen:
With this letter, please find a replacement usb drive with the electronic copy of the Anfield Resources Holding Corp. (Anfield)
application for renewal of the Shootaring Canyon Uranium Milling Facility Radioactive Materials License UT 0900480. This
usb drive replaces the usb drive, submitted with the application on April 5,2024, that was unreadable.
Should you have problems with this drive or the electronic files contained on it, please contact me.
Sineerely,
A n.il
cc: Shootaring Canyon Uranium Milling Facility file
226 Peterson St.
Fort Collins. Colorado 80524
(970) 305-7r48
[e-mail]

SHOOTARING CANYON URANIUM MILLING FACILITY
LICENSE RENEWAL APPLICATION
ENVIRONMENTAL REPORT

Radioactive Material License UT 0900480

APRIL 2024

Submitted By:

Anfield Resources Holding Corp.
10808 S. River Front Parkway
Suite 321
South Jordan, UT 84095

Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

TABLES

Reagents Process
Sulfuric Acid Leach
Sodium chlorate Leach
Flocculent Leach, Countercurrent Decantation, Precipitation
Ammonia Solvent Extraction, Precipitation
Tridecanol, Tertiary Amine, Kerosene Solvent Extraction
Sodium bicarbonate Solvent Extraction
Sodium hydroxide Precipitation
Charcoal (carbon)Precipitation
Table 1-1 Reagents used in the Milling Process
Table 1-2 Plant Stack Emissions
Ore Dump
Pocket
SAG Mill
Leach Tanks
Yellowcake
Centrifuge
and Calciner
Product
Drumming
Laboratory Fume
Hood Manifold
Vanadium
Precipitation
and Ammonia
Removal
Vanadium
Packaging
and Drying
S-11A
S-11B
Emission Control
Equipment
Venturi Wet
Gas Scrubber Demister Venturi Wet
Gas Scrubber
Water Wash
Down
Venturi Wet
Gas Scrubber
Venturi Wet
Gas Scrubber Tier 4 Final Tier 4 Final Tier 4 Final
Collection
Efficiency (percent)99.5 >99.5 99.7 U308 -99.5 99.5 ---
Exit Flow Rate
(cfm)6000 5000 3000 2000 6000 6000
Exit Temperature
(oF)Ambient 60-70 150-200 60 120 120
Exit Diameter (in.)18 18 18 12 18 18
Release Height (ft)a 100 90 90 35 80 80 80 80 80
Note: The amounts of criteria emissions for the diesel generators will be calculated for the Notice of Intent to the Utah Department of Air Quality.
aFeet above ground level
cfm = cubic feet per minute oF = degrees Fahrenheit ft = feet g/m2 = grams per square meter lb/hr = pounds per hour in. = inches
SAG - semi autogenous grinding ppm = parts per million
Effluent
Concentrations/
Emission
Generator Set Exhaust
S-14 S-15 S-15
Ore Dust
0.03-0.05
g/m2
Negligible
amounts of
sulfuric acid
mist and
radon-222
Yellowcake
(90 percent
U308 ) 0.02
lb/hr:
ammonia 5
ppm
Miscellaneous
Vapors
V2 0 5 Dust 0.01-
0.03 g/m3
V205 Dust
0.03-0.05
g/m3
See Note
below.
Stack Number S-1 S-5 S-7 S-12 S-13
See Note
below.
See Note
below.
Table 3-1 Land Cover within 50 Square Miles of the Facility
Land Cover Type Percent of Total Area
Colorado Plateau Blackbrush-Mormon-tea Shrubland 47.28
Colorado Plateau Mixed Bedrock Canyon and Tableland 35.4
Colorado Plateau Pinyon-Juniper Shrubland 3.99
Inter-Mountain Basins Mixed Salt Desert Scrub 2.62
Inter-Mountain Basins Active and Stabilized Dune 2.4
Inter-Mountain Basins Shale Badland 1.7
Colorado Plateau Pinyon-Juniper Woodland 1.5
Inter-Mountain Basins Semi-Desert Shrub Steppe 1.46
Inter-Mountain Basins Semi-Desert Grassland 0.95
Rocky Mountain Cliff and Canyon 0.9
Inter-Mountain Basins Mat Saltbush Shrubland 0.8
Developed, Open Space - Low Intensity 0.33
Inter-Mountain Basins Big Sagebrush Shrubland 0.15
Developed, Medium - High Intensity 0.15
Southern Colorado Plateau Sand Shrubland 0.11
Inter-Mountain Basins Greasewood Flat 0.11
Invasive Southwest Riparian Woodland and Shrubland 0.06
Invasive Annual Grassland 0.04
Open Water 0.03
Invasive Annual and Biennial Forbland 0.02
Rocky Mountain Montane Mesic Mixed Conifer Forest and Woodland 0.02
Inter-Mountain Basins Montane Sagebrush Steppe 0.01
Rocky Mountain Lower Montane Riparian Woodland and Shrubland 0.01
Rocky Mountain Montane Dry-Mesic Mixed Conifer Forest and Woodland 0.002
Table 3-2 Population in the State of Utah and in Counties Near the Facility
County Square
Kilometers Square Miles Population People/km2 People/mi2 Population People/km2 People/mi2 Population People/km2 People/mi2
Garfield 8,329 5,175.15 5,083 0.61 1 5,172 0.62 1 4,735 0.57 0.91
Wayne 3,961 2,461 2,486 0.63 1 2,461 0.62 1.1 2,509 0.63 1.02
San Juan 12,585 7,819.80 14,518 1.15 1.9 14,746 1.17 1.9 14,413 1.15 1.84
Kane 6,421 3,989.95 7,667 1.19 1.19 7,125 1.11 1.8 6,046 0.94 1.52
Iron 6,319 3,926.34 57,289 9.07 17.4 46,163 7.31 14 33,779 5.35 8.60
Plute 1,221 758.44 1,438 1.18 1.9 1,556 1.27 2.10 1,435 1.18 1.89
Beaver 4,157 2,582.90 7,072 1.70 2.7 6,629 1.59 2.60 6,005 1.44 2.32
State of Utah 132,572 82,376.85 3,271,616 24.68 39.70 2,763,885 20.85 33.60 2,233,169 16.84 27.11
Town Square
Kilometers Square Miles Population People/km2 People/mi2 Population People/km2 People/mi2 Population People/km2 People/mi2
Hanksville 3 1.72 158 57 92 314 113 183 344 124 200
Hite 2,615 1,624.80 73 0.03 0.04
Kanab 23 14.44 4,683 202 324 4,312 186 299 4,743 204 328
Monticello 3,593 2,232.66 3,562 1 1.6 3,773 1.1 1.7 3,169 0.9 1.4
Circleville 801 497 1,045 1.3 2.1 1,087 1.4 2.2 972 1.2 2
Ticaboo 267
Notes:
km2 = square kilometers mi 2 = square miles a Census, 2024 c Census, 2003
b Census, 2012
Land Area 2020 Populationa 2010 Populationb 2000 Populationc
Land Area 2020 Populationa 2010 Populationb 2000 Populationc
Population Groups
Population Percentage Population Percentage Population Percentage Population Percentage Population Percentage
Population 3,271,616 5,083 2,486 7,667 14,518
Under 5 years 225,742 6.9 5.5 6.4 5.7 6.1
Under 18 years 902,966 27.6 22.1 22.9 23.2 28.1
65 years and over 392,594 12 24 23.1 23.6 15.2
Population per square mile 39.7 1 1 1.9 1.9
Population Percentage Population Percentage Population Percentage Population Percentage Population Percentage Population Percentage
Total population (2020)3,271,616 5,083 2,486 7,667 14,518 149
White alone 2,944,454 90 4,585 90.2 2,349 94.5 93.9 49 139 93.3
Black or African American alone 52,346 1.6 36 0.7 17 0.7 1 0 0
American Indian and Alaska Native alone 44,167 1.5 152 3 27 1.1 1.8 47 5 3.4
Asian alone 1,466 2.8 66 1.3 27 1.1 1 1 0
Native Hawaiian and Other Pacific Islander alone 530 1.2 20 0.4 5 0.2 0.1 0.1 1 0.7
Two or More Races 43 2.9 224 4.4 62 2.5 2.4 2.5
Hispanic or Latino 80 15.1 386 7.6 174 7.0 5.6 6.7
White alone, not Hispanic or Latino 33 76.7 4,336 85.3 2,200 88.5 89.1 45 4 2.7
Labor
In civilian labor force, total percent of population over
16years (2018-2022)69.1 59.3 63.3 57.8 54
In civilian labor force, female percent of population over
16years (2018-2022)61.8 56.5 59.9 60.8 48.3
Income and Poverty
Median household income (in 2022 dollars, 2018-2022)
Individuals below the poverty line 8.2 9.3 11.5 9.2 22.8
U. S. Bureau of Census, Quickfacts, Accessed March 2024
$25,108
Kane County San Juan County
Kane County San Juan County
San Juan CountyKane County
$70,327
Kane County San Juan County
Utah Garfield County Wayne County
$86,833 $56,481 $64,870
Hanksville
Utah Garfield County Wayne County
Utah
Table 3-3 Demographics
Garfield County Wayne County
Utah Garfield County Wayne County
Table 3-4 Daily Vehicle Traffic Data
All Vehicles Trucks All Vehicles Trucks All Vehicles Trucks All Vehicles Trucks All Vehicles Trucks
Colorado 141 104635 SH 141 N/O SH 491 & ROAD 6 560 50 560 50 460 50 520 50
Colorado 141 104638 SH 141 SE/O K8 RD 170 50 170 50 200 50 220 50 220 50
Colorado 141 104637 SH 141 N/O MONTICELLO RD, CR H1, EGNAR 250 40 250 40 270 40 310 50 300 50
Colorado 491 105621 SH 491 NW/O SH 141 3500 760 3500 760 3200 690 2900 630
Colorado 491 105622 SH 491 (OLD SH 666) W/O CR 2.00 @ MP 2800 670 2800 670 260 630 2800 670
Utah 24 015-0095 Goblin Valley State Park vis SR 24 - I-70 781 267 840 288 836 286 803 275 823 48
Utah 24 015-0185 SR 24 Hanksville Buckmaster Draw 5653 2069 6105 2233 5339 2086 5291 1446 5140 343
Utah 70 015-0190 SR 6 West SR 191 North 12596 4724 13603 5101 11901 4659 11795 3700 11463 881
Utah 95 017-0125 SR 276 to Bullfrog Marina via SR 95 - Hite Marina 301 90 324 96 294 116 284 105 282 25
Utah 276 017-0145 SR 95 26 miles South of Hanksville via SR 276 - Ticaboo Lodge 324 85 348 92 316 83 305 80 303 7
Utah 276 017-0150 Ticaboo Lodge via SR 276 - Glen Cyn Natl Rec Area Bndry 627 165 675 177 612 161 591 155 586 14
Utah 276 017-0170 SR 276 - Lake Powell Ferry Dock 126 136 123 119 118
Utah 70 019-0014 SR 19 West Green River 9579 3506 10344 3784 9050 3536 8969 2450 8716 582
Utah 70 019-0015 SR 19 East Green River 10241 4025 11060 4346 9676 3802 9590 3768 9320 900
Utah 70 019-0016 Ranch Exit (Floy)11872 5034 12821 5425 11217 4747 11117 4704 10804 1342
Utah 70 019-0020 SR 191 Crescent Junction Moab 10152 4609 10964 4977 9592 4354 9506 4315 9238 1434
Utah 70 019-0035 SR 128 Cisco Whitehouse 9164 4472 9896 4832 8658 4228 8581 4190 8339 1429
Utah 70 019-0040 North Cisco 8971 4486 9688 4842 8476 4236 8400 4198 8163 1443
Utah 70 019-0041 Ranch Exit (Cottonwood)8952 4476 9667 4832 8458 4227 8383 4189 8147 1441
Utah 70 019-0045 Westwater - Colorado State Line 8190 4095 8845 4420 7738 3867 7669 3833 7453 1318
Utah 128 019-0060 Castle Valley via SR 128 - I 70 364 93 391 100 355 91 343 87 340 6
Utah 191 019-0077 Center St via SR 191 (Main St) - 500 W Moab 16116 4190 15878 4124 14051 4468 14729 4073 14412 709
Utah 191 019-0080 500 W via SR 191 - SR 128 Moab 15150 3939 14926 3891 13209 3887 13846 3358 13548 488
Utah 191 019-0086 SR 279 via SR 191 - Arches Natl Park *ATR* 421 12101 4574 13211 5000 9708 3718 11133 3919 10851 926
Utah 191 019-0090 Arches Natl Park via SR 191 - SR 313 Dead Horse Point 9646 4765 10530 5204 7743 3827 8880 4388 8655 1558
Utah 191 019-0091 SR 313 Dead Horse Point via SR 191 - I 70 Crescent Jct 9501 4693 10373 5126 7627 3769 8746 4322 8524 1535
Utah 95 037-0015 Hite Marina via SR 95 - SR 276 Halls Crossing 199 84 214 90 194 92 187 86 186 28
Utah 95 037-0016 SR 276 Halls Crossing via SR 95 - SR 275 Natural Bridges 451 78 485 83 440 140 425 118 422 18
Utah 95 037-0025 SR 275 Natural Bridges via SR 95 - SR 191 544 298 585 321 531 291 513 281 509 118
Utah 191 037-0080 SR 95 South of Blanding via SR 191 - 800 S Blanding 3428 881 3548 913 3140 830 3848 580 3686 67
Utah 191 037-0085 800 S via Main St (SR191) - 200 N Blanding 3026 826 3132 854 2772 770 3397 573 3254 74
Utah 191 037-0090 200 N Blanding via Main St (SR191) - Dodge Point 3309 953 3425 987 3031 882 3714 693 3557 98
Utah 191 037-0100 Dodge Point via SR 191 - 4th S Monticello 2757 838 2854 867 2526 769 3095 633 2965 98
Utah 191 037-0105 400 S via Main St (SR 191) - SR 491 (Center St) Monticello 3456 1106 3578 1142 3166 1006 3880 863 3716 145
Utah 191 037-0110 SR 491 (Center St) via Main St (SR 191) - 6th N Monticello 8626 2881 8618 2885 7442 2465 7801 1874 7444 339
Utah 491 037-0171 500 E via Center St - Port of Entry Monticello 3804 1404 3774 1390 3081 1135 3313 1219 3232 228
Utah 491 037-0175 Monticello POE via SR 491 - Colorado State Line *ATR* 324 3551 1310 3523 1298 2876 1060 3092 1137 3017 213
Utah 491 037-0195 SR 491 E Monticello via Ucolo Lisbon Rd 113 115 107 107 106
Utah 24 055-0065 SR 95 Hanksville via SR 24 - Goblin Valley State Park 472 148 507 159 485 153 466 147 477 22
Utah 95 055-0085 SR 24 Hanksville via SR 95 - SR 276 *ATR* 414 756 130 840 145 803 256 771 214 790 34
Utah Garfield County Road 13383
2020 2019 2018StateRouteStationDescription20222021
Table 3-5 Soil Series within 50 Square Miles of Facility
MUSYM Soil Description Farmland Acres Percent of
Total Area
3 Badland-Rock outcrop complex Not prime farmland 7682.1 20.03
60 Moffat loamy fine sand, 2 to 8 percent slopes Not prime farmland 4534.9 11.83
36 Glenberg family Not prime farmland 3860.6 10.07
83 Rizno,warm-Rock outcrop complex Not prime farmland 2421.9 6.32
57 Moenkopie fine sandy loam Not prime farmland 2229.3 5.81
20 Canyon family-Rock outcrop complex Not prime farmland 2193.8 5.72
106 Stormitt gravelly loam, 2 to 15 percent slopes Not prime farmland 2105.5 5.49
107 Stormitt extremely bouldery loam, 4 to 30 percent slopes Not prime farmland 2063.6 5.38
64 Monue loamy fine sand Not prime farmland 1988.6 5.19
92 Rock outcrop-Stormitt-Rizno complex Not prime farmland 1350.2 3.52
35 Farb-Farb,very shallow-Rock outcrop complex Not prime farmland 1168.9 3.05
51 Milok-Chipeta complex Not prime farmland 884.5 2.31
23 Chipeta silty clay, 2 to 15 percent slopes Not prime farmland 839.9 2.19
80 Rizno fine sandy loam, 4 to 15 percent slopes Not prime farmland 776.4 2.02
99 Sheppard loamy fine sand, 2 to 8 percent slopes Not prime farmland 756.4 1.97
38 Green River-Myton families complex Not prime farmland 590.8 1.54
34 Farb-Rock outcrop complex Not prime farmland 481.4 1.26
87 Rock outcrop-Arches complex Not prime farmland 357.4 0.93
74 Pennell-Moenkopie-Rock outcrop complex, 2 to 15 percent slopes Not prime farmland 353.1 0.92
59 Moenkopie-Rock outcrop complex Not prime farmland 323.8 0.84
93 Rock outcrop-Travessilla complex Not prime farmland 268.3 0.70
86 Rock outcrop Not prime farmland 261.7 0.68
73 Pennell fine sandy loam, 2 to 8 percent slopes Not prime farmland 261.2 0.68
69 Otero-Glenberg families complex Not prime farmland 258.5 0.67
63 Montosa family, 4 to 8 percent slopes Not prime farmland 156.5 0.41
15 Blackston gravelly fine sandy loam, 8 to 30 percent slopes Not prime farmland 94.9 0.25
72 Pastern cobbly fine sandy loam, 2 to 15 percent slopes Not prime farmland 64.6 0.17
62 Moffat-Sheppard complex Not prime farmland 10.8 0.03
5 Begay fine sandy loam, 2 to 8 percent slopes Not prime farmland 7.7 0.02
Table 3-6 Entrada Sandstone Horizontal Groundwater Flow Gradients
Groundwater
Elevation 1
Groundwater
Elevation 1
Lateral
Offset Gradient
(ft-amsl)(ft-amsl)(ft)(ft/ft)
RM1 4271.5 RM14 4256.94 1,000 NA 0.015
RM1 4271.5 RM19 4255.05 1230 298 0.013
RM1 4271.5 RM18 4255.26 1300 705 0.012
RM1 4271.5 RM7 4253.49 1330 482 0.014
RM1 4271.5 RM20 4248.37 2110 NA 0.011
RM1 2 4272.67 RM15 2 4236.05 3025 NA 0.012
RM7 4253.49 RM20 4248.37 660 225 0.008
RM18 4255.26 RM20 4248.37 675 NA 0.01
RM19 4255.05 RM20 4248.37 775 400 0.009
RM14 4256.94 RM20 4248.37 1025 682 0.008
RM202 4248.58 RM15 2 4236.05 930 NA 0.013
RM2R2 4265.16 RM22 4261.51 220 NA 0.017
0.012 Average
0.017 Maximum
0.008 Minimum
ft-amsl - feet above mean sea level 0.003 Standard Deviation
RM2R data from April 20, 2003, RM2 data from January 27, 2003.
From To Distance (ft)
1 November 5, 2023 water level data, except as noted.
2 RM1 data from November 12, 2003.
Shootaring Canyon Mill
Table 3-7 Calculated Vertical Gradient Between Wells RM8 and RM20
Well
Top of Casing Elevation (ft-amsl)4381.77 4380.83
Casing Stick up (ft-amsl)3.1 1.6
Screen Zone (ft., bgs)57 - 77 131-211
Vertical Well Screen Separation (ft.)104 (The difference between the mid-point of each screen zone)
Date
Depth to Water
(ft, bTOC)
Water Elevation
(ft-amsl)
Depth to
Water
(ft, bTOC)
Water
Elevation
(ft-amsl)
Vertical Gradient
(ft/ft)
11/12/03 58.25 4323.52 129.9 4250.93 0.689
11/30/03 56.8 4324.97 129.2 4251.63 0.696
03/23/04 58.4 4323.37 131.09 4249.74 0.699
06/16/04 57.8 4323.97 129.9 4250.93 0.693
09/21/04 58 4323.77 130.0 4250.83 0.692
11/07/04 58.1 4323.67 129.7 4251.13 0.688
03/20/05 57.9 4323.87 130.0 4250.83 0.693
06/12/05 57.9 4323.87 131.3 4249.53 0.706
09/11/05 58 4323.77 130.6 4250.23 0.698
12/13/05 57.8 4323.97 130.1 4250.73 0.695
03/11/06 57.9 4323.87 130.7 4250.13 0.700
06/11/06 57.4 4324.37 130.7 4250.13 0.705
09/20/06 57.8 4323.97 130.8 4250.03 0.702
12/08/06 58.4 4323.37 130.9 4249.93 0.697
03/10/07 56.9 4324.87 130.1 4250.73 0.704
06/25/07 56.5 4325.27 130.1 4250.73 0.708
08/31/07 57.2 4324.57 130.5 4250.33 0.705
12/04/07 57.45 4324.32 131.2 4249.63 0.709
03/26/08 56.95 4324.82 131.50 4249.33 0.717
06/30/08 57.20 4324.57 131.9 4248.93 0.718
09/24/08 57.88 4323.89 131.68 4249.15 0.710
12/15/08 57.33 4324.44 131.57 4249.26 0.714
02/09/09 57.05 4324.72 131.30 4249.53 0.714
04/13/09 56.79 4324.98 131.65 4249.18 0.720
08/24/09 57.17 4324.60 131.70 4249.13 0.717
10/18/09 57.15 4324.62 131.80 4249.03 0.718
02/01/10 56.40 4325.37 131.82 4249.01 0.725
04/12/10 56.20 4325.57 131.20 4249.63 0.721
06/21/10 56.80 4324.97 131.90 4248.93 0.722
08/17/10 56.60 4325.17 131.93 4248.90 0.724
08/30/10 56.60 4325.17 131.93 4248.90 0.724
10/18/10 56.55 4325.22 132.00 4248.83 0.725
01/24/11 56.00 4325.77 131.20 4249.63 0.723
04/11/11 55.90 4325.87 131.90 4248.93 0.731
07/25/11 55.80 4325.97 132.00 4248.83 0.733
10/17/11 56.38 4325.39 132.00 4248.83 0.727
02/23/12 55.40 4326.37 132.00 4248.83 0.737
04/30/12 55.65 4326.12 132.31 4248.52 0.737
07/23/12 55.45 4326.32 132.30 4248.53 0.739
10/01/12 55.82 4325.95 132.25 4248.58 0.735
02/19/13 54.80 4326.97 132.00 4248.83 0.742
05/13/13 55.00 4326.77 132.30 4248.53 0.743
07/15/13 54.90 4326.87 132.35 4248.48 0.745
11/04/13 54.90 4326.87 132.45 4248.38 0.746
02/24/14 54.70 4327.07 132.40 4248.43 0.747
04/28/14 54.70 4327.07 132.50 4248.33 0.748
07/21/14 54.50 4327.27 132.45 4248.38 0.750
10/27/14 54.50 4327.27 132.60 4248.23 0.751
02/23/15 54.20 4327.57 132.60 4248.23 0.754
05/11/15 54.00 4327.77 132.40 4248.43 0.754
08/10/15 54.00 4327.77 132.60 4248.23 0.756
10/19/15 54.10 4327.67 132.40 4248.43 0.753
03/07/16 54.30 4327.47 132.90 4247.93 0.756
04/29/16 53.45 4328.32 132.05 4248.78 0.756
08/04/16 53.75 4328.02 132.35 4248.48 0.756
10/18/16 53.40 4328.37 132.02 4248.81 0.756
02/15/17 54.40 4327.37 132.22 4248.61 0.748
05/02/17 53.39 4328.38 131.83 4249.00 0.754
07/18/17 54.19 4327.58 132.20 4248.63 0.750
10/31/17 53.95 4327.82 132.10 4248.73 0.751
02/20/18 54.00 4327.77 131.90 4248.93 0.749
04/23/18 54.15 4327.62 132.00 4248.83 0.749
07/09/18 54.31 4327.46 132.22 4248.61 0.749
10/09/18 53.40 4328.37 132.00 4248.83 0.756
01/26/19 54.15 4327.62 132.30 4248.53 0.751
04/28/19 53.55 4328.22 132.10 4248.73 0.755
07/28/19 54.20 4327.57 132.40 4248.43 0.752
11/03/19 53.50 4328.27 132.18 4248.65 0.757
02/16/20 53.27 4328.50 132.12 4248.71 0.758
05/24/20 53.43 4328.34 132.05 4248.78 0.756
07/07/20 53.88 4327.89 132.00 4248.83 0.751
10/04/20 54.00 4327.77 132.30 4248.53 0.753
01/22/21 54.00 4327.77 132.30 4248.53 0.753
04/01/21 53.95 4327.82 132.00 4248.83 0.750
07/09/21 54.10 4327.67 132.25 4248.58 0.751
10/03/21 54.18 4327.59 132.30 4248.53 0.751
02/05/22 54.20 4327.57 132.35 4248.48 0.751
04/02/22 53.90 4327.87 132.05 4248.78 0.751
07/09/22 53.92 4327.85 132.50 4248.33 0.756
10/16/22 53.25 4328.52 132.15 4248.68 0.759
03/10/23 53.50 4328.27 132.12 4248.71 0.756
04/22/23 54.40 4327.37 132.31 4248.52 0.749
07/15/23 53.42 4328.35 132.15 4248.68 0.757
11/05/23 54.52 4327.25 132.46 4248.37 0.749
ft-amsl - feet above mean sea level ft/ft - foot per foot
ft, bTOC - feet below top of casing
ft., bgs - feet below ground surface
RM8 RM20
Wells 25-Jan-03 16-Jan-04 21-Sep-04
OW1A 4243.33 4250.23 4233.13
OW2 4247.8 4241.2 4242.2
OW4 4258.99 4241.24 4242.06
OW1B 4026.03 4026.03 4024.5
OW3 4017.58 4017.88 4017.93
OW1A-OW1B 217.3 224.2 208.63
OW2-OW3 230.22 223.32 224.27
ft-amsl - feet above mean sea level
CARMEL FORMATION
NAVAJO SANDSTONE
Measured Difference in Groundwater Elevation (ft)
Table 3-8 Entrada, Carmel, and Navajo Unit Groundwater Elevation Comparison
Groundwater Elevation
(ft-amsl)
ENTRADA SANDSTONE
Theis Theis
Early Time Late Time
RM15 360 ----360 48.13 350 0.14 --Hydro-Engineering, 1999
RM1 ----420 --420 56.15 350 0.16 0.0006 Hydro-Engineering, 1999
RM2 ----420 --420 56.15 350 0.16 0.0008 Hydro-Engineering, 1999
RM3 --560 560 --560 74.86 350 0.21 0.00046 Hydro-Engineering, 1999
RM4 560 440 520 --506.67 67.73 350 0.2 0.00037 Hydro-Engineering, 1999
RM5 600 650 560 --603.33 80.65 350 0.21 0.00096 Hydro-Engineering, 1999
RM6 480 470 490 --480 64.17 350 0.19 0.00033 Hydro-Engineering, 1999
OW1A ----210 --210 28.07 350 0.08 0.00049 Hydro-Engineering, 1999
RM1 63 ------63 8.42 60 0.14 --Hydro-Engineering, 1999
RM2R 7 ----7.8 7.4 0.99 50 0.02 --Hydro-Engineering, 1999
RM3 142 ----134 138 18.45 300 0.06 --Hydro-Engineering, 1999
RM4 ------230 230 30.75 385 0.08 --Hydro-Engineering, 1999
RM4R 6 ----24 15 2.01 100 0.02 --Hydro-Engineering, 1999
RM7 13 ------13 1.74 85 0.02 --Hydro-Engineering, 1999
RM8 5 ------5 0.67 35 0.02 --Hydro-Engineering, 1999
RM9 11 ------11 1.47 25 0.06 --Hydro-Engineering, 1999
RM11 ------1 1 0.13 100 <0.002 --Hydro-Engineering, 1999
RM12 20 ------20 2.67 15 0.18 --Hydro-Engineering, 1999
RM13 13 ----11.2 12.1 1.62 75 0.02 --Hydro-Engineering, 1999
RM14 20 ----9.3 14.65 1.96 100 0.02 --Hydro-Engineering, 1999
RM16 6 ----8.4 7.2 0.96 150 0.01 --Hydro-Engineering, 1999
RM17 13 ----12.4 12.7 1.7 80 0.02 --Hydro-Engineering, 1999
RM18 ------------350 0.28 --WESI. 2013
RM19 ------------350 0.03 --WESI. 2013
RM20 ------------350 0.12 --WESI. 2013
WW1 15,800 15,700 17,000 16,166.67 2,161.17 400 5.403 --Hydro-Engineering, 1999
OW1B 22,600 21,300 19,800 21,233.33 2,838.48 400 7.096 0.0049 Hydro-Engineering, 1999
OW3 18,800 19,800 19,300 2,580.03 400 6.45 0.005 Hydro-Engineering, 1999
Average Maximum Minimum Standard
Deviation Count
ft/day 0.11 0.28 0.01 0.083 22
cm/s 3.80E-05 9.80E-05 3.50E-06 2.90E-05
ft/day 0.04 0.06 0.02 0.028 2
cm/s 1.40E-05 2.10E-05 7.10E-06 1.00E-05
ft/day 6.316 7.096 5.403 0.855 3
cm/s 2.20E-03 2.50E-03 1.90E-03 3.00E-04
Table 3-9 Aquifer Test Results
RM15 Multi-Well Test Entrada Sandstone
Well
Transmissivity (gpd/ft)
Thickness (ft)
Hydraulic
Conductivity
(ft/day)
Storage Data SourceStraight Line Recovery
Method
Perched Entrada Sandstone
Navajo Sandstone
Average
(gpd/ft)
Average
(ft 2 /day)
Single Well Tests Entrada Sandstone
Multi-Well Test Navajo Sandstone
Hydraulic Conductivity
Entrada Sandstone
Table 3-10 Total Monthly Precipitation Recorded for the Facility and at Selected Regional Stations, 1980-1982 and 2023
Bullfrog
Basin
Marina1
(3822 ft)
Hanksville 1
(4308 ft)
1980 1981 1982 2023 1980 1980
January 1.02 0.00 0.38 NA 1.98 0.59
February 1.04 0.00 0.22 NA 1.27 0.27
March 1.11 0.98 0.16 NA 1.49 1.86
April 0.21 0.08 0.00 NA 0.44 0.32
May 0.18 0.31 0.06 NA 0.52 0.63
June 0.00 0.76 0.00 NA 0.00 0.00
July 0.29 0.53 0.16 0.15 0.08 0.06
August 1.11 0.32 1.94 0.46 0.50 0.23
September 1.33 1.00 1.15 0.07 0.61 2.73
October 0.80 2.13 0.00 0.47 0.50 0.49
November 0.26 0.69 0.89 0.07 0.07 0.10
December 0.28 0.06 0.76 0.16 0.55 0.03
Totals 7.63 6.86 5.72 1.38 8.01 7.31
1 Source: National Climatic Data Center (http://www.ncdc.noaa.gov/oa/climate/online/coop-precip.html)
Month
Precipitation (inches)
Facility
(4650 ft)
Ft - feet
NA - not applicable (not collected)
Table 3-11 Species Observed During the June 2008 Survey
American Crow Corvus brachyrhynchos One individual seen flying in
the distance, off property
Chukar Alectoris chukar Female with 8 young
Common Raven Corvus corax Several seen throughout site
Horned lark Eremophila alpestris Observed and heard singing
Mourning Doves Zenaida macroura Several seen throughout site
Song Sparrow Melospiza melodia Near Dam
Songbird Species not verified Several unidentified species
Sparrows Species not verified Several unidentified species
Starlings Sturnus vulgaris Two starling like birds in the
distance in the tailings cell
Swallow Species not verified Several near cliffs
Western King Bird Tyrannus verticalis Southeast of Buildings Near
Water Tank
Coyote Canis latrans Scat
Desert Cottontail Sylvilagus audubonii Several Individuals and Scat
Hopi Chipmunk Neotamius rufus Several Individuals, mainly
along east boundary
Black greasewood Sarcaliatus vermiculatus
Broom snakeweed Gutierrezia sarothrae
Cheat grass Bromus tectorum
Foxtail Alopecurus spp.
Green Mormon Tea Ephedra vividis
Milkvetch Astragalus spp.
Opuntia Opuntia spp
Rabbit brush Chrysothamnus viscidiflorus
Russian thistle Salsola spp.
Sage Artemisia spp
Salt cedar Tamarix ramosissima
Sand dropseed Sporobolus cryptandrus
Shadscale Saltbush Atriplex confertifolia
Spiny hopsage Grayia spinosa
Western salsify Tragopogon dubius
Yucca Yucca glauca
Vegetation Species
Mammal Species
Avian Species
Common Name Scientific Name Notes
Table 4-1 Radiological Dose to Specific Receptors - Environmental MILDOS Model
TEDE Current
Configuration
TEDE Proposed
Configuration
Maximum
Occupancy
(mrem yr -1 )(mrem yr -1 )(hr yr -1 )
Nearest Ticaboo residence 12 12 1.4 6,570 0.50/0.25 West Northwest >21 at 2%
Cowboy Camp 2 3 1.2 4,380 0.00/0.50 Northwest >21 at 1%
Nearest Residence 3 3 2 6,570 0.50/0.25 North Northeast >21 at 10%
Office Worker 84 59 0.02 2,000 0.23/0.00 South Southwest >21 at 16%
% - percent mi - miles
> - greater than
hr yr-1 - hours per year
kts - knots
mrem yr-1 - millirem per year
TEDE - total effective dose equivalent
Receptor
Distance
from Facility
(mi)
Indoor/Outdoor
Occupancy
Fraction
Predominant Wind
Direction (blowing
from)
Wind Speed (kts) and
Frequency
Table 5-1 Alternative Impacts
Alternative 1 Alternative 2 Alternative 3
No Action Proposed Action Reclamation of the Facility
Topography No change in topography
Final surface of the Tailings Storage
Facility will be 30 to 50 feet higher than
current ground surface but lower than the
surrounding topography
The final surface would be lower than the
maximum height identified in the
Proposed Action but would be higher
than the current ground surface and
lower than the surrounding bluff and
mesa.
Land Use Impacts No change in land use
Land use within the property boundary is
milling and that will not change with
approval of the Proposed Action
Land use within the property boundary is
milling.After reclamation and
decomissioning,all or a portion of the
Facility will be aquired by the
Department of Energy with no access by
the public.
Demography No change in demography
The population of Ticaboo would increase
by 70 people or 70 percent if all Facility
workers settled in Ticaboo.
The population of Ticaboo would
increase by 20 people or 20 percent if all
reclamation workers lived in Ticaboo.
Transportation Impacts No change in transportation
Truck and vehicle traffic will increase
during Facility upgrade and during
operations.The truck traffic to the Facility
would increase
Truck and vehicle traffic will increase
during Facility reclamation and
decommissioning.
Geology and Soil Impacts No change in geology or soil
Excavation of soil impacted by the 1982
tailings spill and grading of the area for
South Cell construction and excavation and
construction of the process ponds in
portions of areas that have not previously
been disturbed.Soil in this area is
predominantly Badland-Rock outcrop
complex with some Moenkopie fine sandy
loam.The removal of the impacted soil
and grading for construction of the South
Cell will cause irretrievable loss of less than
one acre of the soil and bedrock,if any,in
this area.As discussed in Section 3.7,the
Badland-Rock outcrop complex has limited
use for wildlife and is not suitable for
grazing.Additionally,borrow sources
would be disturbed as discussed in Exhibit
B.3 of the License Renewal Application to
provide material to complete the
reclamation of the Facility.Soil and rock
would be lost in those areas as well.
Excavation of soil impacted by the 1982
tailings spill and other impacted soil in
areas that were previously disturbed.The
disturbance would likely involve less than
one acre of the Badland-Rock outcrop
complex soil.Additionally,borrow
sources would be disturbed as discussed
in the approved Reclamation Plan (Hydro-
Engineering, 2005) to provide material to
complete the reclamation of the Facility.
Soil and rock would be lost in those areas
as well.
Water Resource Impacts No change in water resources
The restricted area of the Facility as
proposed for the Proposed Action is
designed for zero discharge of surface
water.Any precipitation that results in
flow inside the restricted area would be
routed to ponds or the tailings storage
facility.The cover on the South Cell would
slope to promote runoff into designed
channels to facilitate flow.
This engineered liner of the South Cell
would act to protect groundwater from the
disposed tailings.Storage tanks will be
enclosed in containment structures to
ensure that spills do not reach
groundwater.
The NRC (2003)identified that the
approved cover for the existing tailings
storage facility would prevent the
migration of contaminants from the
impoundment.
The NRC identified that the design
features of the impoundment as approved
in the Reclamation Plan (Hydro-
Engineering,2003)that would be
implemented in Alternative 3 will prevent
any adverse effect to the ephemeral
surface waters of the Shootaring Canyon
drainage basin and corresponding flow to
the Shitamaring Creek and Hansen Creek
drainage basins (NRC, 2003).
Ecological Resource Impacts No change in ecological resources
The South Cell and process ponds would
have fluid impounded that could
potentially attract wildlife.If wildlife were
to solely use these features,impacts could
occur.The NRC assessed impacts to
terrestrial and aquiatic biota (NRC,1979)
and determined that significant impacts to
wildlife were not expected but the actual
extent of those impacts could not be
quantified.
No change in ecological resources
Air Quality Impacts No change in air quality
The Proposed Action could cause impacts
to the local ambient air quality from
fugitive dust and vehicle exhaust as a result
of excavation,grading,hauling,truck and
personnel vehicle travel to and from the
Facility,the use of diesel generators,and
radon from the tailings storage facility.
The nearest resident is more than one mile
from the Facility and any potential impacts
to air quality would be local.
Short-term impacts to the local ambient
air quality from fugitive dust and vehicle
exhaust may occur as a result of
excavation,grading,and hauling
activities. The NRC (2003) identified that
given the short duration of
decommissioning and reclamation and
the sparse population,no significant
adverse impacts to members of the public
would occur.
Noise Impacts No change in noise
The nearest resident in 1.4 miles east of the
Facility.Construction to upgrade the
Facility and operations at the Facility
would likely not be heard more than 0.3
miles from the Facility
The nearest resident in 1.4 miles east of
the Facility.Equipment operation during
reclamation of the Facility would likely
not be heard more than 0.3 miles from
the Facility
Historic and Cultural Resource Impacts No change in cultural or historic resources
No impacts to cultural or historic resources
as all non-disturbed areas not previously
surveyed will be surveyed before
disturbance.
No impacts to cultural or historic
resources as all non-disturbed areas not
previously surveyed will be surveyed
before disturbance.
Visual/Scenic Resource Impacts No change in visual or scenic resources
The Facility is viewable along a short
stretch of Highway 276.The height of the
Facility and any additional buildings and
features will not be higher than current
features.
The Facility is viewable along a short
stretch of Highway 276.Reclamation
would remove the buildigns which are
visible from Highway 276.
Socioeconomic Impacts No demographic or socioeconomic
impacts
Salaries would be above the median
income of Garfield and the surrounding
counties.Approximately 95 jobs would be
supplied in an area with a 6.7%
unemployment rate.
Salaries would be above the median
income of Garfield and the surrounding
counties.Approximately 20 jobs would
be supplied in an area with a 6.7%
unemployment rate.
Public and Occupational Health Impacts No Public and Occupational Health
Impacts
Public exposure to contaminated soil and
tailings could occur.It is unlikely that any
member of the public will have the
potential to exceed 100 mrem/year which
is the public dose limit.
No additional impacts not identified in
the approved Reclamation Plan.
Nonradiological Impacts No additional non-radiological impacts
Non-radiological gaseous effluents are
limited mainly to kerosene evaporation in
the solvent extraction process and ammonia
emissions from the yellowcake drying
furnace. The average ammonia effluent
concentration at the stack is lower than the
8 hour time weighted average threshold
limit value. Potential offsite human impacts
would be minimal.
No additional impacts not identified in
the approved Reclamation Plan.
Radiological Impacts No additional radiological impacts
Radiologcal impacts during operations are
managed to levels that are ALARA.Post-
reclamation radiologivsl impacvts impacts
are minimized per the proposed
Reclamation and Decommmissioning Plan.
No additional impacts not identified in
the approved Reclamation Plan.
Waste Management Impacts
All wastes generated would be licensed
and managed in existing facilities on-site
under existing procedures,monitoring,
reporting and radiation protection plans.
All wastes generated would be licensed and
managed in existing facilities on-site under
existing procedures,monitoring,reporting
and radiation protection plans.
All wastes generated would be licensed
and managed in existing facilities on-site
under existing procedures,monitoring,
reporting and radiation protection plans.
Affected Environment
Table 5-2 Projected Daily Vehicle Traffic
All Vehicles Trucks All Vehicles Trucks All Vehicles Trucks
All Vehicles
including
Mill
Trucks
including
Mill
Mill percent
of All
Vehicles
Mill percent
of Trucks
Colorado 141 104635 SH 141 N/O SH 491 & ROAD 6 560 50 574 51 683 61 698 76 2 20
Colorado 141 104638 SH 141 SE/O K8 RD 170 50 174 51 207 61 222 76 7 20
Colorado 141 104637 SH 141 N/O MONTICELLO RD, CR H1, EGNAR 250 40 256 41 305 49 320 64 5 24
Colorado 491 105621 SH 491 NW/O SH 141 3500 760 3588 779 4270 927 4285 942 0.4 2
Colorado 491 105622 SH 491 (OLD SH 666) W/O CR 2.00 @ MP 2800 670 2870 687 3416 817 3431 832 0.4 2
Utah 24 015-0095 Goblin Valley State Park vis SR 24 - I-70 781 267 801 274 953 326 993 366 4 11
Utah 24 015-0185 SR 24 Hanksville Buckmaster Draw 5653 2069 5794 2121 6897 2524 6937 2564 1 2
Utah 70 015-0190 SR 6 West SR 191 North 12596 4724 12911 4842 15367 5763 15407 5803 0.3 1
Utah 95 017-0125 SR 276 to Bullfrog Marina via SR 95 - Hite Marina 301 90 309 92 367 109 407 149 10 27
Utah 276 017-0145 SR 95 26 miles South of Hanksville via SR 276 - Ticaboo Lodge 324 85 332 87 395 104 473 182 16 43
Utah 276 017-0150 Ticaboo Lodge via SR 276 - Glen Cyn Natl Rec Area Bndry 627 165 643 169 765 201 795 201 4 0
Utah 276 017-0170 SR 276 - Lake Powell Ferry Dock 126 0 129 0 154 0 184 0 16 0
Utah 70 019-0014 SR 19 West Green River 9579 3506 9818 3594 11686 4277 11694 4285 0.07 0.19
Utah 95 037-0015 Hite Marina via SR 95 - SR 276 Halls Crossing 199 84 204 86 243 103 283 143 14 28
Utah 95 037-0016 SR 276 Halls Crossing via SR 95 - SR 275 Natural Bridges 451 78 462 80 550 95 590 135 7 30
Utah 95 037-0025 SR 275 Natural Bridges via SR 95 - SR 191 544 298 558 306 664 364 704 404 6 10
Utah 191 037-0080 SR 95 South of Blanding via SR 191 - 800 S Blanding 3428 881 3514 903 4182 1075 4222 1115 1 4
Utah 191 037-0085 800 S via Main St (SR191) - 200 N Blanding 3026 826 3102 847 3692 1008 3732 1048 1 4
Utah 191 037-0090 200 N Blanding via Main St (SR191) - Dodge Point 3309 953 3392 977 4037 1163 4077 1203 1 3
Utah 191 037-0100 Dodge Point via SR 191 - 4th S Monticello 2757 838 2826 859 3364 1023 3404 1063 1 4
Utah 191 037-0105 400 S via Main St (SR 191) - SR 491 (Center St) Monticello 3456 1106 3542 1134 4216 1349 4256 1389 1 3
Utah 191 037-0110 SR 491 (Center St) via Main St (SR 191) - 6th N Monticello 8626 2881 8842 2953 10524 3515 10564 3555 0.4 1
Utah 491 037-0171 500 E via Center St - Port of Entry Monticello 3804 1404 3899 1439 4641 1712 4681 1752 1 2
Utah 491 037-0175 Monticello POE via SR 491 - Colorado State Line *ATR* 324 3551 1310 3640 1343 4332 1599 4372 1639 1 2
Utah 491 037-0195 SR 491 E Monticello via Ucolo Lisbon Rd 113 116 0 138 0 163 25 15 100
Utah 24 055-0065 SR 95 Hanksville via SR 24 - Goblin Valley State Park 472 148 484 152 576 181 624 229 8 21
Utah 95 055-0085 SR 24 Hanksville via SR 95 - SR 276 *ATR* 414 756 130 775 133 922 159 970 207 5 23
Utah Garfield County Road 13383 5 0 5 0 6 0 84 78 93 100
Projected 2030
State Route Station Description
2022 Projected 2023
Parameter Locations Condition Frequency Method Analytical Parameters
Stack S-1 (ore dump pocket)Semiannually Grab sample and flow rate
Stack S-7 (yellowcake dryer)Quarterly
Isokinetic sample derived
from EPA stack method 5 and
flow rate
Environmental monitoring
stations During operations
Continuous; weekly filter change
or as required by dust loading;
quarterly composited
Composited filters sent to
offsite laboratory for analysis
Downwind of impoundment and
ore stockpiles During interimA operations Quarterly
Filter collection for 20 hours;
composited semiannually and
sent to offsite laboratory for
analysis
Natural uranium,
radium-226
Radon Environmental monitoring
stations During operations Quarterly Track etch or equivalent Radon-222
External
radiation
Environmental monitoring
stations During operations Quarterly OSLs
Vegetation Environmental monitoring
stations During operations Annually
Grab sample of forage three
times during spring growing
season
thorium-230, radium-
226, lead-210
Soil Environmental monitoring
stations During operations Annually Grab sample of surface soil
Natural uranium,
thorium-230, radium-
226
Meteorology Onsite meteorology station Continuous Continuous
Wildlife Tailings storage facility and
process ponds When fluids are present Daily Record visual observations
OSL - optically stimulated luminescence dosimeters
A Interim operations are defined as periods where the mill is NOT in operation for 30 days or more.
B - List of analytes in the annual groundwater monitoring sampling and analysis plan.
Table 7-1 Environmental Monitoring Excluding Groundwater
Airborne
Particulates
Stacks
Natural uranium,
thorium-230, radium-
226, lead-210
Table 7-2 Compliance Monitoring Wells
RM1 10226358.7 1873050.47 3 487 2.3 4449.4 220-480 157-487 225 L, S Yes Yes Submersible Pump Upgradient of Facility Semi-Annual
RM2R 10224989.2 1874379.63 5 300 1.2 4504.86 250-300 242-300 273 L, S Yes Yes Submersible Pump Operational
(Ore Stockpile)Semi-Annual
POC 1 **4**2**(a)**L, S Yes Yes Submersible Pump POC-Tailings
/Operations Semi-Annual
POC 2 **4**2**(a)**L, S Yes Yes Submersible Pump POC-Tailings
/Operations Semi-Annual
POC 3 **4**2**(a)**L, S Yes Yes Submersible Pump POC-Tailings
/Operations Semi-Annual
POC 4 **4**2**(a)**L, S Yes Yes Submersible Pump POC-Tailings
/Operations Semi-Annual
POC 5 **4**2**(a)**L, S Yes Yes Submersible Pump POC-Tailings
/Operations Semi-Annual
POC 6 **4**2**(a)**L, S Yes Yes Submersible Pump POC–Process
Pond/Operations Semi-Annual
POC 7 **4**2**(a)**L, S Yes Yes Submersible Pump POC–Process
Pond/Operations Semi-Annual
POC 8 **4**2**(a)**L, S Yes Yes Submersible Pump POC–Process
Pond/Operations Semi-Annual
POC 9 **4**2**(a)**L, S Yes Yes Submersible Pump POC-Tailings/Post-
Operations Semi-Annual
POC 10 **4**2**(a)**L, S Yes Yes Submersible Pump POC-Tailings/Post-
Operations Semi-Annual
(a) Field parameters are static water level, pH, temperature and conductivity
(b) Stabilized field parameters are pH and conductivity
L- Groundwater Level Measurement
S - Groundwater quality sample collection and analysis
POC - Point of Compliance
Coordinate system is local coordinates
lsd- depth below land surface
Sample Method Well Purpose FrequencyWellDataRecord Field
Parameters (a)
Record Stabilized
Field Parameters
(b)
Slotted
Casing
(ft - lsd)
Sand Pack
(ft - lsd)
Pump Intake
(ft - lsd)
North
Coordinate
South
Coordinate
Casing
Diameter (in)
Well Total
Depth
(ft -mp)
Stick up
(ft)
Measuring
Point
Elevation
(ft amsl)
Table 8-1 Summary of Environmental Consequences
Impacts Actions to Mitigate Impacts
Unavoidable Adverse/Irreversible and
Irretrievable Commitments of
Resources/Short-and Long-Term Impacts
Adverse Impacts Actions to Mitigate Impacts
Unavoidable Adverse/Irreversible and
Irretrievable Commitments of
Resources/Short-and Long-Term Impacts
Adverse Impacts Actions to Mitigate Impacts
Unavoidable Adverse/Irreversible and
Irretrievable Commitments of
Resources/Short-and Long-Term Impacts
Ecological Resource Impacts None NA NA
The South Cell and process ponds would have
fluid impounded that could potentially attract
wildlife.If wildlife were to solely use these
features,impacts could occur.The NRC assessed
impacts to terrestrial and aquatic biota (NRC,
1979)and determined that significant impacts
to wildlife were not expected but the actual
extent of those impacts could not be quantified.
Best management practices and potential
mitigation measures include placement of
reflective ribbon on T-posts and placement
of predatory decoy birds (i.e., falcons and
owls) around the pond perimeters to create
visual deterrents for bird use of the ponds.
None None NA NA
Occupational Health Impacts
The No Action Alternative has a low
potential for occupational exposure
because routine activities are conducted by
one person and routine monitoring not
milling is occuring . Public exposure to
contaminated soil and tailings could occur.
It is unlikely that any member of the public
will have the potential to exceed 100
mrem/year which is the public dose limit.
Use personal protective equipment,
training, and monitoring. Public exposure
pathway eliminated through land
ownership and long-term active
containment.
NA
Overall intermediate occupational risks from
operations and maintenance activities. Public
exposure to contaminated soil and tailings
could occur. It is unlikely that any member of
the public will have the potential to exceed 100
mrem/year which is the public dose limit.
Use personal protective equipment,
training, and monitoring. Public exposure
pathway eliminated through land
ownership and long-term active
containment.
None
Occupational exposures related to one-
time decomissioning and reclaiming of
Facility which has previously been
identified in the approved Reclamation
Plan.Public exposure to contaminated soil
and tailings could occur.It is unlikely that
any member of the public will have the
potential to exceed 100 mrem/year which
is the public dose limit.
Use personal protective equipment,
training, and monitoring. Public exposure
pathway eliminated through land
ownership and long-term active
containment.
None
Geology and Soil None NA NA
Excavation of soil impacted by a 1982 tailings
spill and grading of the area for South Cell
construction and excavation and construction
of the process ponds in portions of areas that
have not previously been disturbed.Soil in this
area is predominantly Badland-Rock outcrop
complex with some Moenkopie fine sandy loam.
The removal of the impacted soil and grading for
construction of the South Cell will cause
irretrievable loss of less than one acre of the soil
and bedrock,if any,in this area.As discussed in
Section 3.7,the Badland-Rock outcrop complex
has limited use for wildlife and is not suitable for
grazing.Additionally,borrow sources would be
disturbed as discussed in Exhibit B.3 of the
License Renewal Application to provide material
to complete the reclamation of the Facility.Soil
and rock would be lost in those areas as well.
Regrade and reseed borrow areas.
Rock and soil in the area of the tailings
storage facilty and in borrow areas would
be irreversible and irretrievable
commitments of resources.
The impacts to the borrow areas would
potentially be short term as these areas will
be reseeded with an approved see mix.
Excavation of soil impacted by the 1982
tailings spill and other impacted soil in
areas that were previously disturbed.The
disturbance would likely involve less than
one acre of the Badland-Rock outcrop
complex soil.Additionally,borrow
sources would be disturbed as discussed in
the approved Reclamation Plan (Hydro-
Engineering,2005)to provide material to
complete the reclamation of the Facility.
Soil and rock would be lost in those areas
as well.
Regrade and reseed borrow areas.
Rock and soil in in borrow areas would be
irreversible and irretrievable commitments
of resources.
The impacts to the borrow areas would
potentially be short term as these areas will
be reseeded with an approved see mix.
Air Quality Impacts None NA NA
The Proposed Action could potentially cause
impacts to the local ambient air quality from
fugitive dust and vehicle exhaust as a result of
excavation,grading,hauling,truck and
personnel vehicle travel to and from the Facility,
the use of diesel generators,and radon from the
tailings storage facility.The nearest resident is
more than one mile from the Facility and any
potential impacts to air quality would be local.
Air quality impacts during operational phases of
the mill are expected to be below Federal and
State standards.Anfield will control fugitive
dust and radon releases from the tailings
impoundment through spraying and interim
soil covers.Spraying will be used to control dust
emissions from ore stockpiles which are not
immediately processed.
Anfield will control fugitive dust and radon
releases from the tailings impoundment
through spraying and interim soil covers.
Spraying will be used to control dust
emissions from ore stockpiles which are not
immediately processed and on roads.
None
Short-term impacts to the local ambient
air quality from fugitive dust and vehicle
exhaust may occur as a result of
excavation,grading,and hauling activities.
The NRC (2003)identified that given the
short duration of decommissioning and
reclamation and the sparse population,no
significant adverse impacts to members of
the public would occur.
Anfield will control fugitive dust and radon
releases from the tailings impoundment
through spraying and final covers. Spraying
will be used to control dust emissions.
None
Alternative 3 - Reclamation and Decommissioning
Affected Environment
Alternative 1 - No Action Alternative Alternative 2 - Proposed Action
Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

FIGURES
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 1-1
Location of Shootaring Canyon
Uranium Milling Facility
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 1-2
Land Ownership
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 1-3
Facility Features
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 1-4
Proposed Action
Facility Features
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: April 2024
FILE:
Figure 1-5
Proposed Action
Process Flow Diagram
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 1-6
Proposed Action
Tailings Storage Facility Cross Section
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 2-1
Alternative 3
Tailings Storage Facility Reclamation
Source: Hydro-Engineering, 2005
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 2-2
Alternative 3
Facility Features
Source: Hydro-Engineering, 2005
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 2-3
Alternative 3
Tailings Storage Facility Cover Cross Section
Source: Hydro-Engineering, 2005
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-1
Bureau of Land Management
Grazing Allotments
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-2
Bureau of Land Management
Natural Area
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-3
Land Cover
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-4
Populated Area
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-5
Nearest Residence
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-6
2020 Census Population
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-7
Transportation Corridors
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-8
Facility Roads
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-9
Traffic Count Stations
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-10
Henry Mountains Basin Cross Section
Source: Hydro-Engineering, 2005
Facility
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
Source: Hunt, et. al., 1939
Property Boundary
FIGURE 3-11
Regional Geologic Map
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-12
Facility Geologic Column
Modified from Tetra Tech, 2008
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-13
Facility Geologic Map
Source: Tetra Tech, 2008
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-14
Joint Orientations
Source: Woodward Clyde, 1978
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-15
Mapped Fractures and Joint Sets
Source: GeoTrans, 2008
PZ3
PZ2
PZ1
PZ4PZ5
PZ6
RM
1
RM2
R
M
3
R
M
4
R
M
5
R
M
6
RM
7
RM
8
RM9
R
M
1
0
R
M
1
1
RM
1
2
R
M
1
3
RM
1
4
R
M
1
5
OW
3
O
W
4
WW
1
OW
2
OW
1
B
OW
1
A
950
'
WW
2
580'
SCALE: 1"=250'
MILL
OFFICE
RM17
RM4R
RM16
RM
2
R
CROSS VALLEY BERM
SHOO
T
A
R
I
N
G

D
A
M
RM
1
9
RM
1
8
RM
2
1
RM
2
2
RM
2
0
(AFTER HYDRO-ENGINEERING, 1998)
RM1
RM8
PZ1-PZ3
ENTRADA WELL
PERCHED WATER ZONE WELL
DAM PIEZOMETER
OW3
OW4 CARMEL WELL
NAVAJO WELL
--LEGEND--
ABANDONED WELL (NAME UNDERLINED)RM10RM9
1'
3
2
2'
3'
1
LIMITS OF EXISTING
TAILINGS
ANFIELD RESOURCES HOLDING CORP.
FIGURE 3-16
LOCATION OF WELLS AND GEOLOGIC
CROSS SECTIONS
PROJECT:
DATE:
FILE:
ANFIELD
FEBRUARY 2024
2024-01-Basemap
?
2000 600400400
300
1
200
100
RM11
NEUTRON (API)
9000
0
27001800
100
300
200
CARMEL FORMATION
400
DE
P
T
H

(
F
E
E
T
)
DE
P
T
H

(
F
E
E
T
)
?
4000200400 600
300
200
100
NEUTRON (API)
18000900
0
2700
400
0 200 400 600
2000 400600
DE
P
T
H

(
F
E
E
T
)
300
200
1800
NEUTRON (API)
WELL RM150
900
700
WELL RM5
NEUTRON (API)
0 900 1800 2700
100
0
2700
ENTRADA SANDSTONE
DE
P
T
H

(
F
E
E
T
)
6000200400400
300
200
100
900
NEUTRON (API)
0
0 27001800
1'
?
DE
P
T
H

(
F
E
E
T
)
WELL
RM16WELL
RM4WELL RM4RWELL
RM6WELL
RM13WELL
RM17WELL
(OFFSET)
400
300
200
100
0
DE
P
T
H

(
F
E
E
T
)
0 700350
0 2700
1700SANDSTONE
LOWER K
SANDSTONE
LOWER K
4200
3950
4000
3900
4150
4050
4100
4300
4350
4250
4500
4400
4450
EL
E
V
A
T
I
O
N
,

F
T
-
M
S
L
4240.35 4251.44 4239.724239.70 4238.82 4236.05 4238.07 4245.214243.58
ABANDONED WELL DATA (12/03)
(AFTER HYDRO-ENGINEERING, 1998)
EXISTING LAND SURFACE
WELL DEPTH PRIOR
DEEPENING IN 1999
WELL LOCATION, TOTAL DEPTH, AND
SLOTTED OR OPEN HOLE INTERVAL
?
?
ANFIELD RESOURCES HOLDING CORP.
FIGURE 3-17
GEOLOGIC CROSS SECTION 1-1'
PROJECT:
DATE:
FILE:
ANFIELD
MARCH 2024
2023-11-XSECT-FIGS
WELL RM2
4200
3950
4000
3900
4150
4050
4100
0400
300
600200400
NEUTRON (API)
WELL RM3
4300
4350
4250
DE
P
T
H

(
F
E
E
T
)
200
100
2
4500
4400
4450 0
0 27009001800
DE
P
T
H

(
F
E
E
T
)
6004000200400
300
200
2700
WELL RM7
100
NEUTRON (API)
0
0 900 1800
2000400 600400
300
200
DE
P
T
H

(
F
E
E
T
)
NEUTRON (API)
100
900
0
0 27001800
2'
EL
E
V
A
T
I
O
N
,

F
T
-
M
S
L
ENTRADA SANDSTONE
CARMEL FORMATION
EXISITNG LAND SURFACE
WELL
RM2R
DE
P
T
H

(
F
E
E
T
)
6004000200400
300
200
2700
WELL RM18
100
NEUTRON (API)
0
0 900 1800
DE
P
T
H

(
F
E
E
T
)
6004000200400
300
200
2700
WELL RM19
100
NEUTRON (API)
0
0 900 1800
DE
P
T
H

(
F
E
E
T
)
6004000200400
300
200
2700
WELL RM14
100
NEUTRON (API)
0
0 900 1800
4246.52
4256.94
4255.05 4255.26 4261.37
ABANDONED WELL DATA (12/03)
ACTIVE AND MONITORED WELL DATA (11/23)
(AFTER HYDRO-ENGINEERING, 1998)
4260.26
NOTE:
WELLS RM20 AND RM21 ADJACENT TO WELLS RM18 AND RM19
DO NOT SHOW ANY SATURATION IN THE UPPER ENTRADA
ABOVE THE ENTRADA WATER TABLE.
TOP OF CLAY LINER
BELOW TAILINGS
WELL LOCATION, TOTAL DEPTH, AND
SLOTTED OR OPEN HOLE INTERVAL
?
?
?
?
?
?
??
?
?
LOWER K
SANDSTONE
LOWER K
SANDSTONELOWER K
SANDSTONE
?
??
4253.49
ANFIELD RESOURCES HOLDING CORP.
FIGURE 3-18
GEOLOGIC CROSS SECTION 2-2'
PROJECT:
DATE:
FILE:
181692
MARCH 2024
2013-01-XSECT-FIGS
CARMEL FORMATION
ENTRADA SANDSTONE
SANDSTONE
LOWER K
DE
P
T
H

(
F
E
E
T
)
400 0
200
300
DE
P
T
H

(
F
E
E
T
)
200 400 600
400
?200
300
NEUTRON (API)
900
WELL RM15
100
0
0
3
1800 2700 0
100
6004002000
?
18009000 2700
WELL RM9
NEUTRON (API)
DE
P
T
H

(
F
E
E
T
)
400
200
300
6000200400
0
100
0
NEUTRON (API)
WELL RM7
27009001800
ENTRADA SANDSTONE
DE
P
T
H

(
F
E
E
T
)
300
400 0 200 400 600
NEUTRON (API)
WELL RM1
100
200
0
0 900 1800
3'
2700
?
X-VALLEY BERMSHOOTARING DAM NORTH DIKE
WELLRM12
WELL T4
WELLRM10
700 2700
7000400
300
200
100
0
DE
P
T
H

(
F
E
E
T
)
1700
350
DE
P
T
H

(
F
E
E
T
)
6004000200400
300
200
2700
WELL RM20
100
NEUTRON (API)
0
0 900 1800
LOWER K SANDSTONE
4200
3950
4000
3900
4150
4050
4100
4300
4350
4250
4500
4400
4450
EL
E
V
A
T
I
O
N
,

F
T
-
M
S
L
4271.654271.50
4253.494248.37
4308.01
4248.27 4236.05
ABANDONED WELL DATA (12/03)
ACTIVE AND MONITORED WELL DATA (11/23)
4327.25WELL RM8
(AFTER HYDRO-ENGINEERING, 1998)
NOTE:
RM8 DEFINES UPPER WATER LEVEL
ADJACENT TO RM20. WELLS RM7, RM14,
RM21 AND RM22 SHOW THAT THE UPPER
SATURATION DOES NOT EXTEND TO THESE
AREAS.
TOP OF CLAY LINER
BELOW TAILINGS
EXISTING LAND
SURFACE
WELL LOCATION, TOTAL DEPTH, AND
SLOTTED OR OPEN HOLE INTERVAL
?
??
ANFIELD RESOURCES HOLDING CORP.
FIGURE 3-19
GEOLOGIC CROSS SECTION 3-3'
PROJECT:
DATE:
FILE:
181692
MARCH 2024
2013-01-XSECT-FIGS
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-20
Soil Units
4271.50
4260.26
4256.94
4255.264253.49
4255.05
PZ1
PZ4PZ5
PZ6
RM1
RM3
RM4 RM5 RM6
RM7
RM10RM11
RM12
RM13
RM14
RM15
RM17
RM4R
RM16
RM19
RM18
RM21RM22
4271.65
<4289.7 <4280.3
MILL
AREA
CROSS VALLEY
BERM
NORTH
CELL
MAIN
TAILINGS
DAM
SOUTH
CELL
PZ2
PZ3RM9
4327.25
4248.68RM8RM20
EXISTING TAILINGS
DISPOSAL CELL
4305 4
3
0
0
42
9
5
42
9
0
4
3
1
5
43
1
0
4
3
0
5
4
3
0
0
42854280
RM2
RM2R
4270
4265
4260
4255
4250
4245
4260
4260.26 MILL
AREA
OW3 OW4
WW1
OW2
OW1B
OW1A
4234.2
4250.6 (1/16/04)
RM2
RM2R
ANFIELD RESOURCES HOLDING CORP.
FIGURE 3-21
GROUNDWATER ELEVATION IN THE PERCHED
ZONE AND ENTRADA AQUIFER,
NOVEMBER 2023
PROJECT:
DATE:
FILE:
ANFIELD
FEBRUARY 2024
2024-01-Basemap
SCALE: 1"=250'
(AFTER HYDRO-ENGINEERING, 1998)
--LEGEND--
4254.22
4325.95
NOTE:
WATER-LEVEL ELEVATION FOR THE MAIN
ENTRADA AQUIFER IN THIS SOUTHERN
AREA IS BASED ON 2003 DATA.
WATER-LEVEL ELEVATION IN FEET-msl
PERCHED WATER ZONE
ENTRADA PIEZOMETRIC SURFACE
PERCHED WATER ZONE PIEZOMETRIC SURFACE
RM1
RM8
PZ3
ENTRADA WELL
PERCHED WATER ZONE WELL
DAM PIEZOMETER
OW3
OW4 CARMEL WELL
NAVAJO WELL
0 200 400
Scale 1" = 400'
INSET
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-22
Time Series of Measured Groundwater Elevations
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-23
Water Levels and Calculated Vertical
Gradient between RM8 and RM20
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-24
Formations and Deep Wells
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-25
Hansen Creek Watershed
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: April 2024
FILE:
Figure 3-26
Seeps or Springs
Identified in 1984
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-27
Groundwater Wells within 50 Square Miles
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-28
Proposed Environmental Air Monitoring Locations
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-29
Cultural Survey Areas
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-30
View of Facility from Highway 276
Facility
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-31
View of Facility from Nearest Resident
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-32
National Units within
50-mile radius of the Facility
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 7-1
Proposed Environmental Monitoring Locations
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 7-2
Operational Groundwater
Monitoring Locations
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 7-3
Groundwater Monitoring Wells
Post-Operations
Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

APPENDIX A
BASELINE WILDLIFE AND VEGETATION SURVEY OF THE FACILITY

Baseline Wildlife and Vegetation Survey
of the Shootaring Uranium Mill Site,
Garfield County, Utah

Prepared for:

Uranium One

3801 Automation Way
Fort Collins, Colorado 80525
[phone]

Prepared by:

Tetra Tech

3801 Automation Way, Suite 100
Fort Collins, Colorado 80525
[phone]
Fax [phone]
Tetra Tech Project No. 181692/113

July 8, 2008

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 i
TABLE OF CONTENTS

1.0 INTRODUCTION ....................................................................................................................1
1.1 Project Description......................................................................................................1
1.2 Site Description...........................................................................................................1
2.0 WILDLIFE HABITAT SURVEY ..............................................................................................4
2.1 Key Animal Species on Proposed Project Site ...........................................................4
2.2 Wildlife Observation Methods .....................................................................................5
2.2.1 Avian Species ............................................................................................................7
2.2.2 Mammals....................................................................................................................8
2.2.3 Reptiles and Amphibians...........................................................................................8
2.3 Wildlife Observation Results .......................................................................................8
2.3.1 Avian..........................................................................................................................8
2.3.2 Mammals....................................................................................................................9
2.3.3 Reptiles and Amphibians...........................................................................................9
3.0 VEGETATION SURVEY.......................................................................................................10
3.1 Vegetation Survey Methods......................................................................................10
3.2 Vegetation Survey Results........................................................................................10
3.3 Rare Plant Survey.....................................................................................................10
3.4 Noxious Weed Survey...............................................................................................13
4.0 CONCLUSIONS ...................................................................................................................15
5.0 REFERENCES .....................................................................................................................16

LIST OF TABLES

Table 1. List of Garfield County Animal Species of Concern........................................................4
Table 2. List of Animal Species of Concern with Potential Habitat at the Shootaring Mill Site .....5
Table 3. Avian Species Observed During the Shootaring Mill Site Survey...................................9
Table 4. Mammal Species Observed During the Shootaring Mill Site Survey..............................9
Table 5. Vegetation Species Observed During the June 2008 Shootaring Mill Site Survey......10
Table 6. Federally Listed Threatened and Rare Species in Garfield County, Utah ...................12
Table 7. Utah State Listed Noxious Weeds ...............................................................................13

LIST OF FIGURES

Figure 1. Location of Shootaring Canyon Processing Facility .....................................................2
Figure 2. Existing Conditions, Shootaring Canyon Uranium Mill Site ..........................................3

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 ii

LIST OF PHOTOS
Photo 1. Example of a Typical Wildlife Observation Point...........................................................6
Photo 2. Tailings Cell Area at the Shootaring Mill Site .................................................................7
Photo 3. Salt Cedar (Tamarix ramosissimaan) at Base of Dam ................................................14

LIST OF APPENDICES

Appendix A: Garfield County Species of Concern

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 1
1.0 INTRODUCTION
1.1 Project Description
The Shootaring Canyon Uranium Processing Facility (Mill) is located 5.6 km (2.6 miles) north of
the town of Ticaboo, Utah in Garfield County Utah (Figure 1). Until recently the inoperable mill
was owned by Plateau resources. Plateau resources operated the mill for a brief period in 1982,
but the mill has been decommissioned since that period. Recent interest in uranium has enticed
Uranium One, Inc. to purchase and reopen the mill. Revisions to the long-term design for the
tailings storage facility, which consist of constructing two 40-acre cells, and making the facility
feasible for operations, are underway. Uranium One is planning to resume operations as soon
as these improvements to the facility are complete and approval of the Renewal License
Application is obtained from the Division of Radiation Control, Utah Department of
Environmental Quality.

Baseline wildlife and vegetation surveys were conducted in anticipation of operation
commencement. Pursuant to Utah Rule 313-24-3 a re-evaluation of site conditions is required to
update the existing Environmental Report (ER). The objective of the surveys was to assess the
study area for habitat associated with special status animal species and to characterize the
vegetation in the study area. The surveys included:

ƒ A ground survey to assess potential special status animal species habitat within and
nearby areas of proposed development,
ƒ A general bird and mammal identification survey, and
ƒ Vegetation characterization (includes T&E, noxious weeds and wetland/riparian
habitat).

The surveys were conducted in compliance with the regulations set forth in the National
Environmental Policy Act (NEPA) and Utah Rule 68-9 (Utah Noxious Weed Act). The field work
was conducted by Ms. Simone Vannoy and Mr. Vic Meyer.

1.2 Site Description
The Mill site is encircled by a fence encompassing 265 acres (Figure 2). The area includes an
existing tailings site, a milling area, an ore stockpile area, and a quarry area. The wildlife and
vegetation survey occurred within this fenced area.

The climate in the area is classified as arid with an average annual precipitation of
approximately 7 inches. The majority of the precipitation is in the form of rain. Average annual
snowfall depth is approximately 12 inches. Average annual evaporation for the area is
approximately 66 inches. Temperatures in the area range from -33 degrees F to 97 degrees F
(Lyntek, 2008).

The Mill site is located within a valley that narrows to the south of the existing South Dam.
There is a steep butte that runs along the west side of the property with elevations over 4,700
feet above mean sea level (AMSL), whereas much of the Mill site ranges in elevation from 4,360
to 4,470 feet AMSL. A number of low-lying sandstone mesas are located across the site.
These types of cliffs and mesas can be important habitat for cliff nesting animals such as
raptors, cliff swallows (Petrochelidon pyrrhonota), and Mexican spotted owls (Strix occidentalis).
Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 2

Figure 1. Location of Shootaring Canyon Processing Facility

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 4
2.0 WILDLIFE HABITAT SURVEY
2.1 Key Animal Species on Proposed Project Site
Table 1 lists all the designated species of special concern in Garfield County, Utah. This
includes federally and state listed endangered or threatened (T&E) species, species of concern,
and those receiving special management under a conservation agreement. Many of these
species require wetland or riparian habitat, which were not found and are not known to occur on
the Site. These species are generally found in the Henry Mountains located approximately 25
miles north west of the Mill site. Also located within Garfield County is a portion of the Colorado
River, located about 20 miles to the south of the Mill site. Due to lack of sufficient habitat, many
of the animals listed in Table 1 can be excluded from this survey. Table 2 lists only those
species of concern with the potential to inhabit the Mill site. Appendix A lists all the species of
concern, their associated habitat, and an explanation as to their potential occurrence at the Mill
site.

Table 1. List of Garfield County Animal Species of Concern
Common Name Scientific Name State Status
Amphibians and Reptiles
Arizona Toad Bufo microscaphus SPC
Common Chuckwalla Sauromalus ater SPC
Desert Night Lizard Xantusia vigilis SPC
Western Toad Bufo Boreas SPC
Avian
American white Pelican Pelecanus erythrorhynchos SPC
Bald Eagle Haliaeetus leucocephalus S-ESA
Burrowing Owl Athene cunicularia SPC
California Condor Gymnogyps californianus S-ESA
Ferruginous Hawk Buteo regalis SPC
Greater Sage-Grouse Centrocercus Urophasianus SPC
Lewis’s Woodpecker Melanerpes lewis SPC
Long-Billed Curlew Numenius americanus SPC
Northern Goshawk Accipiter gentilis CS
Peregrine Falcon Falco peregrinus SPC
Prairie Falcon Falco mexicanus SPC
Short-eared Owl Asio flammeus SPC
Southwestern Willow Flycatcher Empidonax traillii extimus S-ESA
Spotted Owl Strix occidentalis S-ESA
Three-toed Woodpecker Picoides tridactylus SPC
Yellow-billed Cuckoo Coccyzus americanus S-ESA
Fishes
Bluehead Sucker Catastomus discobolus CS
Bonneville Cutthroat Trout Oncorhynchus clarkii utah CS
Bonytail Gila elegans S-ESA
Colorado Pike Minnow Ptychocheilus lucius S-ESA
Colorado River Cutthroat Trout Oncorhynchus clarkii pleuriticus CS
Flannelmouth Sucker Catostomus latipinnis CS
Humpback Chub Gila cypha S-ESA
Leatherside Chub Gila copei SPC
Roundtail Chub Gila robusta CS
Gastropods
Black Canyon Pyrg Pyrgulopsis plicata SPC
Utah Physa Physella utahensis SPC
Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
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Table 1. List of Garfield County Animal Species of Concern (continued)
Common Name Scientific Name State Status
Mammals
Allen’s Big-eared Bat Idionycteris phyllotis SPC
Big Free-tailed Bat Nyctinomops macrotis SPC
Brown Grizzly Bear Ursus arctos S-ESA
Fringed Myotis Myotis thysanodes SPC
Henry Mountain Bison Herd Bos bison SPC
Kit Fox Vulpes macrotis SPC
Mule Deer Odocoileus hemiounus SPC
Pygmy Rabbit Brachylagus idahoensis SPC
Spotted Bat Euderma maculatum SPC
Townsend’s Big-eared Bat Corynorhinus townsendii SPC
Utah Prairie Dog Cynomys parvidens S-ESA
Western Red Bat Lasiurus blossevillii SPC
S-ESA Federally-listed or candidate species under the Endangered Species Act.
SPC Wildlife species of concern.
CS Species receiving special management under a Conservation Agreement in order to preclude the need
for Federal listing.
Utah Division of Wildlife, 2007

Table 2. List of Animal Species of Concern with Potential Habitat at the Shootaring Mill
Site
Common Name Scientific Name Status
Bald Eagle Haliaeetus leucocephalus S-ESA
Big Free-tailed Bat Nyctinomops macrotis SPC
Burrowing Owl Athene cunicularia SPC
California Condor Gymnogyps californianus S-ESA
Ferruginous Hawk Buteo regalis SPC
Fringed Myotis Myotis thysanodes SPC
Peregrine Falcon Falco peregrinus SPC
Prairie Falcon Falco mexicanus SPC
Short-eared Owl Asio flammeus SPC
Spotted Bat Euderma maculatum SPC
Spotted Owl Strix occidentalis S-ESA
Townsend’s Big-eared Bat Corynorhinus townsendii SPC
S-ESA Federally-listed or candidate species under the Endangered Species Act.
SPC Wildlife species of concern.
CS Species receiving special management under a Conservation Agreement in order to preclude the need
for Federal listing.

2.2 Wildlife Observation Methods
The survey was conducted June 4, 2008 by Tetra Tech biologists Vic Meyer and Simone
Vannoy. Observations were made throughout the day. The morning temperature was 71
degrees F, with overcast skies. There was a fresh wind of 19 to 24 mph (Beaufort scale code 5).
The mid-day temperature was 77 degrees F with cloudy skies and rain clouds to the northwest.
There was a fresh wind of 19 to 24 mph (Beaufort scale code 5). The afternoon temperature
was 77 degrees F, partly cloudy and stormy skies to the north. There were moderate winds of
13 mph (Beaufort scale code of 4). Later that evening a severe storm moved through the area
with extremely strong winds and rain.

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 6
All roads surrounding the Mill site were driven on June 4, 2008 in both the morning and
afternoon surveys, escorted by an employee of Uranium One. Due to a high level of security at
the Mill site, the survey was not allowed to take place unaccompanied. The midday survey
occurred outside the parameters of the Mill site in order to observe the cliffs for long periods of
time. Several observation points were established from which to observe wildlife. Photo 1 shows
an example of a typical observation point. Cliffs, trees, and sky were observed for signs of
animals for ten to twenty minutes at each point. Observations also took place en route between
observation points.

Photo 1. Example of a Typical Wildlife Observation Point

On-foot surveys were conducted in areas of particularly good habitat or when signs of wildlife
were observed (e.g. nests, animal tracks, or searching for nests of observed birds). On foot
surveys were also conducted at each of the tailings cell areas to identify the potential use of
these areas by wildlife species (Photo 2).

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 7

Photo 2. Tailings Cell Area at the Shootaring Mill Site

2.2.1 Avian Species
2.2.1.1 Special Status Species
A Mexican spotted owl (Strix occidentalis) survey was conducted during daylight hours to
investigate the potential for habitat. It was concluded that there is not sufficient habitat for the
owl at the Mill site; therefore, night time owl calling survey was not conducted. Previous spotted
owl surveys at nearby mining facilities have not indicated the presence of spotted owls in this
area of Garfield County.

Observations for suitable burrowing owl habitat were made during daylight hours. Burrowing owl
habitat consists of open meadow areas and is usually associated with prairie dog, ground
squirrel, badger or armadillo burrows. All areas with meadow or grassland characteristics at the
Mill site were walked in order to identify burrowing owl habitat. Short-eared owls are found in
open habitats such as grasslands and shrublands. All such areas were inspected for relevant
habitat.

Several species of raptor are included in the Garfield County list of species of special concern
(Table 1). All raptor species, regardless of their protection status were included in the survey.
Surveys were conducted under the guidelines established by the US Fish and Wildlife Service
(USFWS 1999).

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
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2.2.1.2 Other Avian Species
Appendix A lists all the avian species of concern for Garfield County and their habitat
requirements. Aside from the above listed raptor species, no other Garfield County bird species
with special status were determined to have habitat at the Mill site. A general bird survey was
conducted to identify the species that may be using the Mill site.

2.2.2 Mammals
2.2.2.1 Special Status Species
Four bat species of special concern have the potential to occur at the Mill site (Table 2). They
are the big free-tailed bat (Nyctinomops macrotis), fringed myotis (Myotis thysanodes), spotted
bat (Euderma maculatum), and Townsend’s big-eared bat (Corynorhinus townsendii). These
bats prefer wooded or forested areas, but at times can be found in man-made structures.
Observations for roosting habitat were made in the daylight hours. Due to the strict security
policy at the Mill site and the severe evening storm, nighttime observations for bats was not
possible.

2.2.2.2 Other Mammal Species
A general mammalian survey was conducted to identify the species that may inhabit the Mill
site. Rabbits, coyotes (Canis latrans) and small rodents are known to inhabit this particular area
of Garfield County, Utah. All areas were carefully inspected for tracks, scat, signs of foraging,
and any other signs of mammalian presence.

2.2.3 Reptiles and Amphibians
No reptile or amphibian species of special concern habitat exist at the Mill site. Amphibian
species require aquatic habitat and the Mill site is completely devoid of all but ephemeral
drainage creeks, which are not suitable habitat for amphibious species. Opportunistic
observations of reptiles were made while walking the Mill site.

2.3 Wildlife Observation Results
The results of the biological surveys conducted at the Mill site on June 4, 2008 are presented in
the following section.

2.3.1 Avian
2.3.1.1 Special Status Species
No nesting habitat for burrowing owls, spotted owls or short-eared owls were observed. There
were no signs of owl presence with in the areas walked at the Mill site. There were very few
areas of potential raptor nesting habitat. No raptor nests or raptor signs (scat, feathers, etc.)
were observed.

2.3.1.2 Other Avian Species
A complete list of bird species observed at the Mill site can be found in Table 3. Common birds
of the area include horned larks (Eremophila alpestris) and common ravens (Corvus corax).
Most of the avian species observed were along the east fence of the property. A female chukar
with 8 chicks was seen in this area, attracting the attention of two nearby ravens.

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
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Table 3. Avian Species Observed During the Shootaring Mill Site Survey
Common Name Scientific Name Notes
American Crow Corvus brachyrhynchos
One individual seen flying in the
distance, off property
Chukar Alectoris chukar Female with 8 young
Common Raven Corvus corax Several seen throughout site
Horned lark Eremophila alpestris Observed and heard singing
Mourning Doves Zenaida macroura Several seen throughout site
Song Sparrow Melospiza melodia Near Dam
Songbird Species not verified Several unidentified species
Sparrows Species not verified Several unidentified species
Starlings Sturnus vulgaris
Two starling like birds in the
distance in the tailings cell
Swallow Species not verified Several near cliffs
Western King Bird Tyrannus verticalis SE of Buildings Near Water Tank

2.3.2 Mammals
2.3.2.1 Special Status Species
Daytime surveys for potential bat habitat were conducted. No roosting areas or cliff ledges
containing bat guano were identified. The lack of a water source and wooded habitat more than
likely discourages large bat populations at the Mill site.

2.3.2.2 Other Mammal Species
Coyote (Canis latrans) scat was seen in several areas near the dam. However, no coyote were
observed during the survey. Second hand testimony of a bobcat sighting near the east fence by
an employee was reported. Cottontail rabbits and Hopi chipmunks were abundant along the
east fence of the property. Table 4 summarized the mammal observations.

Table 4. Mammal Species Observed During the Shootaring Mill Site Survey
Common Name Scientific Name Notes
Coyote Canis latrans Scat
Desert Cottontail Sylvilagus audubonii Several Individuals and Scat
Hopi Chipmunk Neotamius rufus
Several Individuals, mainly along
east boundary fence.

2.3.3 Reptiles and Amphibians
Only one lizard was seen during the Mill site survey. A positive identification of the lizard was
not made. No snakes or signs of other reptiles (tracks, skin, etc.) were observed on the Mill
site.

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 10
3.0 VEGETATION SURVEY
3.1 Vegetation Survey Methods
Prior to field activities, existing information was reviewed to determine the potential occurrence
of Threatened and Endangered species, rare species, noxious weeds, and wetland species.

The vegetation community within the Mill site boundaries was characterized during the June
2008 visit. The survey focused on disturbed and undisturbed portions of the Mill site. The
vegetation survey was performed on foot, and species were identified and recorded when
encountered. The survey also focused on documenting rare, endangered, or sensitive species,
as well as noxious or invasive weeds.

3.2 Vegetation Survey Results
Vegetation at the new and existing tailings cells are predominantly shadscale saltbush (Atriplex
confertifolia), greasewood (Sarcaliatus vermiculatus) and sagebrush (Artemesia tridentate). A
small population of salt cedar (Tamarix ramosissima), an undesirable non-native invasive
species, was found at the base of the north side of the dam. Table 5 presents the results of the
vegetation survey.

Table 5. Vegetation Species Observed During the June 2008 Shootaring Mill Site Survey
Common Name Scientific Name
Black greasewood Sarcaliatus vermiculatus
Broom snakeweed Gutierrezia sarothrae
Cheat grass Bromus tectorum
Foxtail Alopecurus spp.
Green Mormon Tea Ephedra vividis
Milkvetch Astragalus spp.
Opuntia Opuntia spp
Rabbit brush Chrysothamnus viscidiflorus
Russian thistle Salsola spp.
Sage Artemisia spp
Salt cedar Tamarix ramosissima
Sand dropseed Sporobolus cryptandrus
Shadscale Saltbush Atriplex confertifolia
Spiny hopsage Grayia spinosa
Western salsify Tragopogon dubius
Yucca Yucca glauca

3.3 Rare Plant Survey
A review of listed T&E and rare plants of Garfield County revealed that the Mill could potentially
harbor two federally listed threatened species and several rare plant species. Species are listed
as threatened or rare due to a number of factors including habitat loss, population declines,
limited distribution, or any combination of these factors. The Mill site was inspected for the
Jones Cycladenia (Cycladenia humilis var. jonesii) and the Wright Fishhook Cactus
(Sclerocactus wrightiae), both are federally listed threatened plant species found in parts of
Garfield County, Utah. Table 6 presents the threatened and rare species of Garfield County.

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 11
A survey for threatened and rare species revealed that none of the listed species in Table 6
occur within the boundaries of the Mill site.

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Tetra Tech July 8, 2008 12
Table 6. Federally Listed Threatened and Rare Species in Garfield County, Utah
Common Name Scientific Name
Federally Threatened Species
Jones Cycladenia Cycladenia humilis var. jonesii
Wright Fishhook Cactus Sclerocactus wrightiae
Garfield County Rare Species
Yellow columbine Aquilegia flavescens var. rubicunda
Divided rockcress Arabis schistacea
Welsh's aster Aster welshii
Bicknell's milkvetch Astragalus consobrinus
Dana milkvetch Astragalus henrimontanensis
Cicada milkvetch Astragalus laccoliticus
Monti's milkvetch Astragalus limnocharis var. tabulaeus
Monument milkvetch Astragalus monumentalis
Ferron's milkvetch Astragalus musiniensis
Rydberg's milkvetch Astragalus perianus
Silver's milkvetch Astragalus subcinereus var. basalticus
Loa milkvetch Astragalus welshii
Peculiar moonwort Botrychium paradoxum
Creeping rush-pea Caesalpinia repens
Aquarius Plateau Indian paintbrush Castilleja aquariensis
Indian paintbrush species Castilleja parvula var. parvula
Bryce Canyon Indian paintbrush Castilleja parvula var. revealii
Yellowwhite cryptantha Cryptantha ochroleuca
Osterhout's cryptanth Cryptantha osterhoutii
Jones' waxydogbane Cycladenia humilis var. jonesii
Cedar Breaks springparsley Cymopterus minimus
Hole-in-the-Rock prairie-clover Dalea flavescens var. epica
Stream orchid Epipactis gigantea
Kachina daisy Erigeron kachinensis
Maguire's fleabane Erigeron maguirei
Professor's fleabane Erigeron proselyticus
Red Canyon buckwheat Eriogonum aretioides
Bull Mountain buckwheat Eriogonum corymbosum var. cronquistii
Paria spurge Euphorbia nephradenia
Oil shale fescue Festuca dasyclada
Cataract gilia Gilia latifolia var. imperialis
Alcove bog-orchid Habenaria zothecina
Subalpine goldenbush Haplopappus zionis
Jones' false goldenaster Heterotheca jonesii
Mountain pepperweed Lepidium montanum var. claronense
Elizabeth's pepperweed Lepidium montanum var. neeseae
Paria River Indian breadroot Pediomelum pariense
Sandloving penstemon Penstemon ammophilus
Red Canyon beardtongue Penstemon bracteatus
Tushar Range beardtongue Penstemon caespitosus var. suffruticosus
Aquarius Plateau beardtongue Penstemon parvus
Alcove rock-daisy Perityle specuicola
Phacelia species Phacelia sabulonum
Kane County twinpod Physaria lepidota var. membranacea
Cinquefoil species Potentilla angelliae
Fall buttercup Ranunculus aestivalis
Podunk ragwort Senecio malmstenii
Plateau catchfly Silene petersonii
Rock tansy Sphaeromeria capitata
Ute lady's tresses Spiranthes diluvialis
Moab woodyaster Xylorhiza glabriuscula var. linearifolia
USDA-NRCS PLANTS Database, 2008; Utah Rare Plant Guide, 2003
Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 13
3.4 Noxious Weed Survey
A noxious weed is defined as a plant in any living stage, such as seeds and reproductive parts,
of any parasitic or other plant of a kind, which is of foreign origin, is new to or not widely
prevalent in the United States, and can directly or indirectly injure crops, other useful plants,
livestock, or poultry or other interests of agriculture, including irrigation, or navigation, or the fish
or wildlife resources of the United States or the public health (USDA 1974). Table 7 gives a
complete list of Utah State listed noxious weeds.
Russian thistle (Salsola spp.) was found in various areas throughout the Mill site. Salt cedar
(Tamarix ramosissima) was found at the base of the north side of the dam (Photo 3). Both
Russian thistle and salt cedar are considered undesirable invasive species and are frequently
listed on state noxious weed lists. Undesirable plant species are plants that are noxious, exotic,
injurious, or poisonous, pursuant to State or Federal law. These two species are not considered
noxious weeds and their control is not required by law but there is a potential that these plants
could spread to other portions of the property, producing adverse effects on native plant
populations at the Mill site.

Table 7. Utah State Listed Noxious Weeds
Common Name Scientific Name
Bermudagrass Cynodon dactylon (L.) Pers.1
Canada thistle Cirsium arvense (L.) Scop.
Diffuse knapweed Centaurea diffusa Lam.
Dyers woad Isatis tinctoria L.
Field bindweed Convolvulus arvensis L.
Hardheads Acroptilon repens (L.) DC.
Hoary cress Cardaria draba (L.) Desv.
Johnsongrass Sorghum halepense (L.) Pers.
Leafy spurge Euphorbia esula L.
Medusahead Taeniatherum caput-medusae (L.) Nevski
Musk thistle Carduus nutans L.
Perennial pepperweed Lepidium latifolium L.
Perennial sorghum Sorghum almum Parodi
Purple loosestrife Lythrum salicaria L.
Quackgrass Elymus repens (L.) Gould
Russian knapweed Centaurea repens L.
Scotch thistle Onopordum acanthium L.
Spotted knapweed Centaurea stoebe L. ssp. micranthos (Gugler) Hayek
Squarrose knapweed Centaurea virgata Lam. ssp. squarrosa (Willd.) Gugler
Yellow starthistle Centaurea solstitialis L.

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 14

Photo 3. Salt Cedar (Tamarix ramosissimaan) at Base of Dam

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 15
4.0 CONCLUSIONS
Baseline wildlife and vegetation surveys were conducted on June 4, 2008 at the Shootaring
Canyon Uranium Processing Facility in Garfield County, Utah in order to determine the extent of
wildlife use at the Mill site and characterize the vegetation. The Mill is scheduled to begin
operations in the near future after revisions to the Mill are complete.

A general wildlife inventory was taken throughout the day of the study. Little wildlife was present
at the time of survey. Five raptor and three owl species of concern had the potential to occupy
the Mill site (Table 2). No raptor species or signs of raptor presence (nests, feathers, and
pellets) were observed. Owl habitat was not present at the Mill site. These results suggest that
the Mill site does not currently maintain breeding sites for raptor or owl species. Three bat
species of concern had the potential to occupy the Mill site. It was concluded during the survey
that habitat for these species is not present. The Mill site contained species of local, common
birds including horned larks, sparrows, and ravens. The only mammals observed on the Mill site
were desert cottontail rabbits and Hopi chipmunks. Evidence of coyote presence was seen near
the dam.

The vegetation characterization did not find any special status flora in the survey areas. No rare
or threatened plant species were found. Although one patch of salt cedar, as well as populations
of Russian thistle, were found at the Mill site, no Utah State noxious weed species were
identified.

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Tetra Tech July 8, 2008 16
5.0 REFERENCES

Lyntek, Inc., 2008. Definitive Cost Estimate for the Restart of the Shootaring Canyon Mill,
Ticaboo, Utah. March 28.

State of Utah Natural Resources Division of Wildlife Resources, “Utah Sensitive Species List”
August 2007. Internet, accessed May 2008.
http://dwrcdc.nr.utah.gov/ucdc/ViewReports/te_cnty.pdf

US Fish and Wildlife Service. 1999. “Utah Field Office Guidelines for Raptor Protection from
Human and Land Use Disturbances.” Utah Field Office, Salt Lake City, Utah.

US Fish and Wildlife Service. 2003. “Mexican Spotted Owl Survey Protocol”. Albuquerque, New
Mexico.

US Fish and Wildlife Service “Federal and State Listed Species”. Internet, accessed May 2008.
http://www.fws.gov/endangered/wildlife.html

Utah Rare Plant Guide 2003. Internet, accessed May 2008.
http://www.utahrareplants.org/rpg_acknow.html

USDA. 1974. “Federal Noxious Weed Act”. Internet, accessed June 2008.
http://www.access.gpo.gov/uscode/title7/chapter61_.html

USDA, NRCS. 2008. The PLANTS Database. National Plant Data Center, Baton Rouge, LA
70874-4490 USA. Internet, accessed June 2008 http://plants.usda.gov

APPENDIX A
GARFIELD COUNTY SPECIES OF CONCERN

Garfield County Species of Concern
Common
Name
Scientific
Name
State
Status
Surveyed
Required?
Comments
Amphibians and Reptiles
Arizona Toad Bufo
microscaphus SPC No
This species inhabits streams, washes,
irrigated crop lands, reservoirs, and uplands
adjacent to water. A survey is not required
due to a lack of suitable habitat.
Common
Chuckwalla Sauromalus ater SPC No
Chuckwallas are predominantly found near
cliffs, boulders, or rocky slopes. They are
found near the Colorado River Basin in
Garfield County which is located 20 miles to
the south of the Mill site. A survey is not
required due to lack of habitat.
Desert Night
Lizard Xantusia vigilis SPC No
This species lives near Joshua trees and is
an insectivore. A survey is not required due
to lack of habitat.
Western Toad Bufo Boreas SPC
No
This species inhabits slow moving streams,
wetlands, desert springs, ponds, lakes,
meadows, and woodlands. A survey is not
required due to lack of habitat.
Avian
American White
Pelican
Pelecanus
erythrorhynchos SPC No
This species only breeds in the northern
portions of the state, specifically within the
Utah Lake/Great Salt Lake ecological
complex. It may migrate through Garfield
County stopping in the larger lakes. No
survey is required due to lack of habitat.
Bald Eagle
Haliaeetus
leucocephalus S-ESA Yes
Eagle habitat is generally near lakes and
rivers. Since they can fly great distances for
food and water they are included in the
survey.
Burrowing Owl
Athene
cunicularia SPC Yes
This owl's habitats are open grassland and
prairies. They are generally associated with
prairie dogs.
California
Condor
Gymnogyps
californianus S-ESA Yes
California condors prefer mountainous
country at low and moderate elevations,
especially rocky and brushy areas near
cliffs.
Ferruginous
Hawk Buteo regalis SPC Yes
These hawks are generally found flat and
rolling terrain in grassland or shrub steppe.
They prefer to nest high in trees or cliff
banks.
Greater Sage-
Grouse
Centrocercus
Urophasianus
SPC No This species inhabits sagebrush plains,
foothills, and mountain valleys and also
requires an understory of grasses and
forbs, and associated wet meadow areas. A
survey is not required due to a lack of
habitat.

Garfield County Species of Concern (continued)
Common
Name
Scientific
Name
State
Status
Surveyed
Required?
Comments
Avian (continued)
Lewis’s
Woodpecker Melanerpes lewis SPC No
This species prefers to build its nests in
ponderosa pine, cottonwood, or sycamore.
A survey is not required due to lack of
habitat.
Long-Billed
Curlew
Numenius
americanus SPC No
The curlew is rare but occasionally seen in
the Colorado River Basin, which is located
20 south of the project site. Due to lack of
habitat, no survey is required.
Northern
Goshawk Accipiter gentilis CS No
The northern goshawk prefers mature
mountain forest and riparian zone habitats.
Due to lack of habitat a survey is not
required.
Peregrine
Falcon Falco peregrinus SPC Yes
This falcon species is rare in the County
but is widely distributed throughout the
Country. It prefers to nest on tall cliffs.
Prairie Falcon Falco mexicanus SPC Yes
These birds are found in open habitats,
such as plains and prairies.
Short-eared Owl Asio flammeus SPC Yes
This species is most often found in open
habitats such as grasslands and
shrublands.
Southwestern
Willow
Flycatcher
Empidonax traillii
extimus S-ESA No
This passerine is found in riparian habitats,
especially in areas of dense willow. A
survey is not required due to a lack of
habitat.
Spotted Owl Strix occidentalis S-ESA Yes
This owl species can be found in steep
rocky canyons as well as various forest
types.
Three-toed
Woodpecker
Picoides
tridactylus SPC No
This species occupies areas of coniferous
forests, generally above 8,000 ft elevation.
A survey is not required due to a lack of
habitat.
Yellow-billed
Cuckoo
Coccyzus
americanus S-ESA No
Cuckoos require lowland riparian habitat. A
survey is not required due to a lack of
habitat.
Bluehead
Sucker
Catastomus
discobolus
CS No This species is found in river systems. The
nearest river is located 20 miles south of
the project site. A survey is not required
due to lack of habitat.
Bonneville
Cutthroat Trout
Oncorhynchus
clarkii utah
CS No This species is found in permanent lakes
and rivers. The nearest permanent water
source is located 20 miles south of the
project site. A survey is not required due to
lack of habitat.
Bonytail Gila elegans S-ESA No This species is found in the Colorado River
located 20 miles south of the project site. A
survey is not required due to lack of habitat.

Garfield County Species of Concern (continued)
Common
Name
Scientific
Name
State
Status
Surveyed
Required?
Comments
Fishes
Colorado Pike
Minnow
Ptychocheilus
lucius S-ESA No
This species is found in the Colorado River
located 20 miles south of the project site. A
survey is not required due to lack of habitat.
Colorado River
Cutthroat Trout
Oncorhynchus
clarkii pleuriticus CS No
This species is found in the Colorado River
located 20 miles south of the project site. A
survey is not required due to lack of habitat.
Flannelmouth
Sucker
Catostomus
latipinnis CS No
This species is found in the Colorado River
and in its larger tributaries. The nearest
river is located 20 miles south of the project
site. A survey is not required due to lack of
habitat.
Humpback
Chub Gila cypha S-ESA No
This species is found in the Colorado River
located 20 miles south of the project site. A
survey is not required due to lack of habitat.
Leatherside
Chub Gila copei SPC No
This species is native to streams and rivers
of the southeastern portion of the
Bonneville Basin located on the far Western
edge of Garfield County about 200 miles
from the project site.
Roundtail Chub Gila robusta CS No
This species is found in the Colorado River
located 20 miles south of the project site. A
survey is not required due to lack of habitat.
Mammals
Allen’s Big-
eared Bat
Idionycteris
phyllotis SPC No
This bat is found in rocky and riparian areas
in woodland and scrubland regions. No
survey is required due to lack of habitat.
Big Free-tailed
Bat
Nyctinomops
macrotis SPC Yes
The big free-tailed bat prefers rocky and
woodland habitats, where roosting occurs in
caves, mines, old buildings, and rock
crevices.
Brown (Grizzly)
Bear Ursus arctos S-ESA No Extirpated from Utah, no survey is required.
Fringed Myotis
Myotis
thysanodes SPC Yes
Aside from caves, this bat can be found in
mines and buildings in desert and woodland
areas.
Henry Mountain
Bison Herd Bos bison SPC No
Bison prefer plains, grassland, and open
woodland habitats with plenty of grasses
and some riparian habitat. Due to a lack of
habitat, a survey is not required.

Garfield County Species of Concern (continued)
Common
Name
Scientific
Name
State
Status
Surveyed
Required?
Comments
Mammals (continued)
Kit Fox Vulpes macrotis SPC No
This species is found in desert
landscape, but is currently only known
in the western most part of Garfield
County, so no survey is required.
Mule Deer
Odocoileus
hemiounus SPC No
The mule deer occupy open range
areas, grasses and some riparian
habitat. No survey is required due to
lack of habitat.
Pygmy Rabbit
Brachylagus
idahoensis SPC No
This small rabbit prefers areas with tall
dense sagebrush and loose soils. It is
not known to occur in Eastern Garfield
County, so no survey is required.
Spotted Bat
Euderma
maculatum SPC Yes
These bats are found in a variety of
habitats, ranging from deserts to
forested mountains; they roost and
hibernate in caves and rock crevices.
Western Red
Bat
Lasiurus
blossevillii SPC No
Western red bats are normally found
near water, often in wooded areas.
The species is nocturnal; daytime
roosting usually occurs in trees. Due to
lack of habitat, not included in survey.
Townsend’s
Big-eared Bat
Corynorhinus
townsendii SPC Yes
These bats are most often found near
forested areas but may use mines for
day roosting.
Utah Prairie
Dog
Cynomys
parvidens S-ESA No
This prairie dog is very rare and
generally only occurs in the
southwestern portion of Utah. No
survey is required due to lack of
habitat.
S-ESA Federally-listed or candidate species under the Endangered Species Act.
SPC Wildlife species of concern.
CS Species receiving special management under a Conservation Agreement in order to preclude the need
for Federal listing.

SHOOTARING CANYON URANIUM MILLING FACILITY
LICENSE RENEWAL APPLICATION
ENVIRONMENTAL REPORT

Radioactive Material License UT 0900480

APRIL 2024

Submitted By:

Anfield Resources Holding Corp.
10808 S. River Front Parkway
Suite 321
South Jordan, UT 84095

Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

i Shootaring Canyon Uranium Milling Facility
April 2024 Environmental Report

TABLE OF CONTENTS

1.0 INTRODUCTION................................................................................................................................. 1
1.1 Purpose of Report ................................................................................................................ 1
1.2 Site Description .................................................................................................................... 1
1.3 Site History........................................................................................................................... 2
1.4 Purpose and Need for the Proposed Action ........................................................................ 2
1.5 The Proposed Action ........................................................................................................... 3
1.5.1 Mill Process and Equipment ................................................................................... 4
1.5.2 Sources of Plant Wastes, Control Equipment, and Instrumentation ..................... 5
2.0 ALTERNATIVES .................................................................................................................................. 7
2.1 Detailed Description of Alternatives ................................................................................... 7
2.1.1 No Action Alternative ............................................................................................. 7
2.1.2 Proposed Action ..................................................................................................... 7
2.1.2.1 Summary of Major Impacts of the Proposed Action .............................................. 7
2.1.3 Reasonable Alternatives ......................................................................................... 8
2.1.4 Alternatives Considered but Eliminated ................................................................ 8
2.2 Cumulative Effects ............................................................................................................... 8
3.0 DESCRIPTION OF THE AFFECTED ENVIRONMENT .......................................................................... 10
3.1 Topography ........................................................................................................................ 10
3.2 Land Use/Land Cover ......................................................................................................... 10
3.3 Demography ...................................................................................................................... 10
3.4 Transportation ................................................................................................................... 12
3.4.1.1 Traffic .................................................................................................................... 12
3.4.1.2 Site Transportation Corridors ............................................................................... 13
3.5 Geologic Setting ................................................................................................................. 13
3.6 Geology .............................................................................................................................. 14
3.6.1 Regional Geology .................................................................................................. 14
3.6.2 Local Geology........................................................................................................ 14
3.6.3 Alluvium ................................................................................................................ 14
3.6.4 Entrada Sandstone ............................................................................................... 15
3.6.5 Carmel Formation ................................................................................................. 15
3.6.6 Navajo Sandstone ................................................................................................. 16
3.6.7 Local Geologic Data Interpretation ...................................................................... 16
3.7 Soil ..................................................................................................................................... 17
3.8 Hydrogeology..................................................................................................................... 18
3.8.1 Uppermost Aquifer (Entrada Sandstone) ............................................................. 18
3.8.2 Perched Water Zone ............................................................................................. 23
3.8.3 Carmel Formation ................................................................................................. 24
3.8.4 Navajo Sandstone ................................................................................................. 24
3.9 Water Resources................................................................................................................ 25
3.9.1 Surface Water ....................................................................................................... 25
3.9.2 Groundwater ........................................................................................................ 26
3.9.2.1 Groundwater Quality ............................................................................................ 26
3.9.3 Groundwater Use ................................................................................................. 26
3.10 Meteorology, Climatology, and Air Quality ....................................................................... 26
3.10.1 Local Meteorology and Climate ........................................................................... 26
Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

ii Shootaring Canyon Uranium Milling Facility
April 2024 Environmental Report

TABLE OF CONTENTS (CONCLUDED)

3.10.2 Severe Weather Events ........................................................................................ 27
3.11 Air Quality .......................................................................................................................... 28
3.12 Ecological Resources .......................................................................................................... 28
3.13 Noise .................................................................................................................................. 29
3.14 Historic and Cultural Resources......................................................................................... 29
3.15 Visual and Scenic Resources .............................................................................................. 30
3.16 Public and Occupational Health ........................................................................................ 30
3.17 Waste Management .......................................................................................................... 31
4.0 RADIOLOGICAL AND OTHER ENVIRONMENTAL IMPACTS FROM PROPOSED ACTION .................. 32
4.1.1 Non-radiological Impacts ...................................................................................... 32
4.2 Environmental Effects of Accidents ................................................................................... 33
4.2.1 Trivial Incidents Involving Radioactivity ............................................................... 33
4.2.2 Small Release Involving Radioactivity .................................................................. 34
4.2.3 Large Release Involving Radioactivity .................................................................. 35
4.2.4 Transportation Accidents ..................................................................................... 36
4.2.5 Releases of Hazardous Chemicals ........................................................................ 38
5.0 ENVIRONMENTAL IMPACTS............................................................................................................ 39
5.1 Topography ........................................................................................................................ 39
5.2 Land Use Impacts ............................................................................................................... 39
5.3 Demography and Socioeconomic Impacts ........................................................................ 39
5.4 Transportation Impacts ..................................................................................................... 40
5.4.1 Proposed Action ................................................................................................... 40
5.4.2 No Action Alternative ........................................................................................... 41
5.4.3 Alternative 3 ......................................................................................................... 41
5.5 Geology and Soil Impacts .................................................................................................. 41
5.6 Water Resources Impacts .................................................................................................. 42
5.7 Ecological Resources Impacts ............................................................................................ 42
5.8 Air Quality Impacts ............................................................................................................ 42
5.9 Noise Impacts .................................................................................................................... 43
5.10 Historic and Cultural Impacts ............................................................................................ 43
5.11 Visual/Scenic Resources Impacts....................................................................................... 43
5.12 Socioeconomic Impacts ..................................................................................................... 44
5.13 Public and Occupational Health Impacts ........................................................................... 44
5.14 Waste Management Impacts ............................................................................................ 45
5.15 Unavoidable Adverse Environmental Impacts .................................................................. 46
5.16 Irreversible and Irretrievable Commitments of Resources ............................................... 46
6.0 MITIGATION MEASURES ................................................................................................................. 47
7.0 ENVIRONMENTAL MEASUREMENTS AND MONITORING PROGRAMS........................................... 48
7.1.1 Operational Airborne Monitoring ........................................................................ 48
7.1.2 Other Environmental Monitoring ......................................................................... 48
7.2 Ecological Monitoring ........................................................................................................ 49
7.3 Surface Water Monitoring ................................................................................................. 49
7.4 Groundwater Monitoring .................................................................................................. 50
8.0 SUMMARY OF ENVIRONMENTAL CONSEQUENCES ....................................................................... 52
9.0 REFERENCES .................................................................................................................................... 53
Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

iii Shootaring Canyon Uranium Milling Facility
April 2024 Environmental Report

TABLES

Table 1-1 Reagents used in the Milling Process
Table 1-2 Plant Stack Emissions
Table 3-1 Land Cover within 50 Square Miles of the Facility
Table 3-2 Population in the State of Utah and in Counties Near the Facility
Table 3-3 Demographics
Table 3-4 Daily Vehicle Traffic Data
Table 3-5 Soil Series within 50 Square Miles of the Facility
Table 3-6 Entrada Sandstone Horizontal Groundwater Flow Gradients
Table 3-7 Calculated Vertical Gradient Between Wells RM8 and RM20
Table 3-8 Entrada, Carmel, and Navajo Unit Groundwater Elevation Comparison
Table 3-9 Aquifer Test Results
Table 3-10 Total Monthly Precipitation Recorded for the Facility and at Selected Regional Stations,
1980 and 2023
Table 3-11 Species Observed During the June 2008 Survey
Table 4-1 Radiological Dose to Specific Receptors – Environmental MILDOS Model
Table 5-1 Alternative Impacts
Table 5-2 Projected Daily Vehicle Traffic
Table 7-1 Environmental Monitoring Excluding Groundwater
Table 7-2 Compliance Monitoring Wells
Table 8-1 Summary of Environmental Consequences

Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

iv Shootaring Canyon Uranium Milling Facility
April 2024 Environmental Report

FIGURES

Figure 1-1 Location of Shootaring Canyon Uranium Milling Facility
Figure 1-2 Land Ownership
Figure 1-3 Facility Features
Figure 1-5 Proposed Action Facility Process Flow Diagram
Figure 1-6 Proposed Action Tailings Storage Facility Cross Section
Figure 2-1 Alternative 3 Tailings Storage Facility Reclamation
Figure 2-2 Alternative 3 Facility Features
Figure 2-3 Alternative 3 Tailings Storage Facility Cover Cross Section
Figure 3-1 Bureau of Land Management Grazing Allotments
Figure 3-2 Bureau of Land Management Natural Area
Figure 3-3 Land Cover
Figure 3-4 Populated Area
Figure 3-5 Nearest Residence
Figure 3-6 2020 Census Population
Figure 3-7 Transportation Corridors
Figure 3-8 Facility Roads
Figure 3-9 Traffic Count Stations
Figure 3-10 Henry Mountains Basin Cross Section
Figure 3-11 Regional Geologic Map
Figure 3-12 Facility Geologic Column
Figure 3-13 Facility Geologic Map
Figure 3-14 Joint Orientations
Facility 3-15 Mapped Fractures and Joint Sets
Figure 3-16 Location of Wells and Geologic Cross Sections
Figure 3-17 Geologic Cross Section 1-1’
Figure 3-18 Geologic Cross Section 2-2’
Figure 3-19 Geologic Cross Section 3-3’
Figure 3-20 Soil Series
Figure 3-21 Groundwater Elevation in the Perched Zone and the Entrada Aquifer, November 2023
Figure 3-22 Time Series of Measured Groundwater Elevations
Figure 3-23 Water Levels and Calculated Vertical Gradient between RM8 and RM20
Figure 3-24 Formations and Deep Wells
Figure 3-25 Hansen Creek Watershed
Figure 3-26 Seeps or Springs Identified in 1984
Figure 3-27 Groundwater Wells within 50 square miles
Figure 3-28 Proposed Environmental Air Monitoring Locations
Figure 3-29 Cultural Survey Areas
Figure 3-30 View of Facility from Highway 276
Figure 3-31 View of Facility from Nearest Resident
Figure 3-32 National Units within 50-mile radius of the Facility
Figure 7-1 Proposed Environmental Monitoring Locations
Figure 7-2 Operation Groundwater Monitoring Locations
Figure 7-3 Groundwater Monitoring Locations Post-Operations

Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

v Shootaring Canyon Uranium Milling Facility
April 2024 Environmental Report

APPENDIX

Appendix A Baseline Wildlife and Vegetation Survey of the Facility

Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

1 | Page Environmental Report
April 2024
1.0 INTRODUCTION
Anfield Resources Holding Corp. (Anfield) is submitting this environmental report to the State of Utah
Department of Environmental Quality, Division of Waste Management and Radiation Control (DWMRC)
to support the renewal of UT 0900480 (License) for the Shootaring Canyon Uranium Milling Facility
(Facility) from Standby to Operational status.

Several environmental reports have been prepared over the years to support activities at the Facility
(Woodward-Clyde, 1978a and 1978b; NRC, 1979; Plateau, 1997; ERG, et.al., 2017). This environmental
report uses some of the information included in prior reports.

1.1 Purpose of Report
This Environmental Report was prepared to assess the potential impacts associated with the Proposed
Action of upgrading the Facility for a maximum production capacity of 1,000 tons of ore per day to
produce uranium and vanadium, the No Action Alternative of continuing the Facility in Standby status,
and Alternative 3, which is reclamation and decommissioning of the existing Facility.

1.2 Site Description
The Facility is located in Garfield County in Southeastern Utah, approximately miles north of Ticaboo,
Utah at latitude 37° 42' 30" North and longitude 110°41' 30" West (Figure 1-1). The Facility is located in
Sections 3 and 4 of Township 36 South Range 11 East and Section 33 and 34 of Township 35 South
Range 11 East. The Facility is bounded in all directions by Bureau of Land Management land (Figure 1-2).
The Anfield property consists of approximately 265 acres.

Existing features at the Facility include (Figure 1-3) the mill building and associated support buildings,
ore stockpiles, and the existing tailings storage facility. The tailings from the 1982 operations were
discharged upstream of the cross valley berm. This figure also shows the east dike and north dike which
bound the 11e.(2) Byproduct Material.

The mill building contains the ore grinding and extraction circuits and the yellowcake drying and
packaging area. The existing Facility also includes laboratory and shop buildings, generator building,
exterior reagent storage tanks, fuel storage tanks, ore stockpiles, and outside materials storage areas.
Counter-current decantation (CCD) tanks and reagent tanks were located on an exterior concrete pad
but have been removed from the Facility. During the 1982, Facility operations, ore was stockpiled at the
prepared ore pad just north of the mill building after being weighed on the receiving scale. Ore was
sampled prior to entering the mill building. As mentioned above, the tailings were discharged as a slurry
to the north cell of the tailings storage facility west of the mill building.

Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

2 | Page Environmental Report
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1.3 Site History
The Facility was designed, constructed, and licensed between 1978 and 1981 by Plateau Resources Ltd.
(Plateau Resources). The Facility was originally designed and licensed to process 750 per day (tons/day)
of ore. The Facility operated for 76 days from April through August of 1982, processing approximately
25,000 cubic yards of ore. The ore was processed in an acid leach circuit at an average daily rate of 500
tons per day at an average ore grade of 0.15 percent U3O8 which is also known as yellowcake. Tailings
were discharged into the engineered tailings storage facility (TSF) west of the mill building, which
consists of an earthen and clay dam constructed across a natural topographic depression. The existing
tailings are located above a cross valley berm on a clay liner and underdrain system directly above the
natural sandstone in the tailings storage facility area.
Plateau Resources suspended operations at the Facility on August 18, 1982 and the Facility was then
placed in a standby mode. Cleanup operations were completed to purge the system of process
materials and reagents, and solids were removed from all circuits except the calciner and product
thickener. The doors to the calciner room were welded shut and doors to the concentrate product area
(600 area) were locked. Plans for decommissioning were prepared and approved by the U.S. Nuclear
Regulatory Commission (NRC). Some of the mill process components were sold in anticipation of
decommissioning.
Plateau Resources submitted a license renewal request to the Utah Department of Environmental
Quality (UDEQ), Division of Radiation Control (DRC) for license UT0900480 for standby status on March
1, 1996 (Plateau, 1996) and a subsequent amendment to the request on December 20, 2006 (Plateau,
2006) to return the Facility to operational status, although approval of the request was not completed.
Uranium One purchased the Facility on April 1, 2007 from Plateau Resources. Uranium One continued
the licensing action to return to operational status started by Plateau Resources but paused that process
when uranium prices did not justify Facility restart. Anfield purchased the Facility from Uranium One in
January 2016 and has been working toward the Facility restart since that time.

1.4 Purpose and Need for the Proposed Action
Uranium is the majority of the fuel for nuclear reactors that generate power. In the United States, 93
nuclear reactors located in 53 plants in 28 states provide approximately 18 percent of the electrical
demand (NEI, 2024). Small nuclear reactors that produce isotopes for medical, industrial, and research
purposes also use uranium. One conventional uranium mill, White Mesa, is operating in the United
States. In 2023, no mill in the United States produced uranium (EIA, 2024). Approximately 13,000
pounds of uranium as yellowcake was produced from five in-situ recovery operations in the United
States (EIA, 2024). Each nuclear reactor uses approximately 150 of fuel pounds per day. The 2023
domestic production of uranium in the United States would power one nuclear reactor in one plant for
less than three months. Kazakhstan produces more than 40 percent of the world supply of uranium.
Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

3 | Page Environmental Report
April 2024
Vanadium is used as an alloy in steel to increase strength and is used in surgical instruments, stainless
steel and titanium alloys among others. The Shootaring Canyon Uranium Milling Facility is necessary to
meet help meet the demand of domestic production of uranium and vanadium in the United States.
Anfield intends to operate the Facility to produce uranium and vanadium from regional ores at a
maximum rate of 1,000 tons per day. The Facility was originally designed to process up to 750 tons per
day of ore and not was designed to process vanadium. Further, portions of the mill equipment have
either been removed or need to be fully replaced and a new tailings storage facility is needed .
Therefore, portions of the Facility need to be upgraded to best available technology to ensure
appropriate operational performance and process material containment and the process needs to be
modified to process vanadium and uranium ore. The Proposed Action is to license the facility to operate
and produce uranium and vanadium from up to 1,000 tons per day of ore and, after operations are
complete, decommission the Facility and reclaim all appropriate wastes and tailings in place .

1.5 The Proposed Action
Anfield herein proposes to expand the Facility capacity to 1,000 tons per day and to add a vanadium
recovery circuit using solvent extraction. As with the previous Facility design, the mill design for this
application assumes 91 percent recovery and 350 days per year operation. Ore uranium grades are
expected to vary and average around 0.25 percent but could reach values of up to 0.46 percent
uranium. Based on a maximum process rate of 1,000 tons per day, a recovery rate of 91 percent and
350 days per year, the mill has the upper-end capacity to produce approximately 3,000,000 pounds of
uranium oxide (U3O8), also known as yellowcake, per year. The vanadium extraction circuit is designed
to produce ammonium metavanadate and 99.5 or 99.9 percent vanadium oxide (V 2O5). Vanadium ore
grades are expected to average approximately 1.25 percent vanadium pentoxide (V2O5) and mill
recovery of vanadium is expected to be approximately 80 percent, resulting in an annual V2O5
production rate of 7,000,000 lbs.

The ore is principally sandstone obtained from various regional mines. The ore is ground to sand sized
particles and the uranium leached from the particles using a conventional acid leach process. Uranium
is recovered with the decanted liquid in countercurrent decantation (countercurrent decantation) tanks.
Solids are discharged from the countercurrent decantation system as waste material to the tailings
storage facility located in a natural basin enclosed by a dam. The decanted, acidic liquid is pumped to
leaching tanks, processed and passed to a solvent extraction (SX) system. Ammonia is added to the
solution to precipitate the uranium as yellowcake. The yellowcake is then dried, packaged, and shipped
offsite to a uranium hexafluoride conversion plant for the next phase of the fuel manufacturing process.
The depleted aqueous solution from uranium solvent extraction serves as the feed for vanadium
processing.

Processed ore, or tailings, is the major waste generated. Permanent disposal of the tailings is achieved
by storing the material in an engineered, lined tailings storage facility (Figure 1-4). The tailings liquid is
Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

4 | Page Environmental Report
April 2024
separated using an underdrain system following placement. The process water is recycled back to the
mill circuit, used for dust control in the tailings storage facility, or returned to the tailings storage facility
and evaporated. The plant and its support buildings also produce lesser quantities of other liquid and
solid wastes and effluents which are recycled in the various process operations, discharged with the
tailings and liquids, or discharged to a septic system and sanitary waste leach field. Gaseous and
particulate emissions from the Facility are discharged from eight stacks. Three of the stacks are exhaust
stacks from diesel powered generators used to produce electricity (Figure 1-4).

1.5.1 Mill Process and Equipment
Ore is hauled by truck to the mill from various regional mines. All mill process units except the
countercurrent decantation tanks and the clarifier are housed or covered. The plant support buildings
and facilities, such as an office, maintenance and warehouse building, laboratory, powerhouse, and
storage tanks, are located around the perimeter of the process units to yield a compact, well -integrated
complex.

The ore is moved from the stockpiles to the grizzly and ore hopper by frontend wheeled loader. The ore
is transported from the hopper to the semi-autogenous grinding (SAG) mill by covered conveyor. The
ore is first ground to sand-size particles. This allows the acid to contact the grain surfaces during the
leaching process. After grinding, the ore is delivered in slurry form directly to a two -stage, multiple-tank
acid leaching system.

A series of operations is required to extract uranium from the ore. The ore is principally sandstone. The
uranium minerals are present in the ore as coatings on sand grains; they also fill intergranular spaces.
The uranium minerals are soluble in strong sulfuric acid solutions and will leach from the ore by a
conventional acid leach process. Figure 1-5 presents a simplified process flow diagram for the plant,
illustrating the pathway of ore to tailings and other wastes, as well as uranium and vanadium products.
Table 1-1 lists reagents used in the process.

After leaching, the slurry is pumped to countercurrent decantation tanks where most of the soluble
uranium is recovered with the decanted liquid. The countercurrent decantation tanks are operated in
series; solids pass through the tanks in one direction and the acid wash solution in the opposite
direction. The solids are discharged from the countercurrent decantation system as waste material to
the tailings storage facility. The decanted, acidic liquid is pumped to the first-stage leaching tanks.

A thickener between the two leaching stages separates the uranium -bearing solution from the solids.
The overflow liquid from the thickener passes through a clarifier and sand filters that remove suspended
solids.

The separated solids from these two processes return to the leaching system. The filtered liquid is
transferred to a solvent extraction (SX) liquid ion exchange system.

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The uranium-bearing liquor passes through a series of stages in the solvent extraction system in which
the uranium is transferred from the aqueous phase to an organic phase and then is stripped from the
solvent by an ammonium sulfate solution. The ammonia is added to the stripped solution to precipitate
the uranium as yellowcake. Finally, the yellowcake is dried, packaged, and shipped off site to a uranium
hexafluoride conversion plant.

1.5.2 Sources of Plant Wastes, Control Equipment , and Instrumentation
The predominant waste stream is processed ore, or tailings. Tailings consist of milled and stripped solids
and low pH process solutions, which are permanently stabilized by storage in an engineered, lined
tailings storage facility. A zoned earth embankment dam was constructed across the valley in the early
1980s as part of the initial tailings storage facility. This dam, referred to as the Shootaring Dam or south
dam, has a height of approximately 120 feet. For the Proposed Action, a new South Cell will be
constructed directly on and upslope from the south dam (Figure 1-4) with a multilayered liner system
that has a leachate collection system and leak detection system with a compacted clay basal liner. The
liner system includes a leachate collection system above the upper high-density polyethylene
geomembrane (primary Liner) and a leak detection system between the primary liner and a high-density
polyethylene geomembrane secondary liner which in turn is underlain by a compacted clay liner (Figure
1-6). Two process ponds with the same liner system as the tailings storage facility will be constructed to
manage liquid tailings and other solutions for reprocessing in the mill (Figure 1-4).

The cross valley berm, which currently contains the existing tailings (Figure 1-3), will be removed along
with the existing tailings in the current tailings storage facility, and will be placed in the South Cell after
it is fully constructed.

The mill and its support facilities also produce lesser quantities of other liquid and solid wastes and
effluents that are either recycled in process operations; or discharged to the tailings storage facility.
Sanitary wastes will be disposed in a permitted sanitary waste leach field.

Nine stacks release gaseous wastes and dust. Estimated emissions and physical characteristics of the mill
stacks that could or do release radionuclides from the milling process are listed in Table 1-2.

Dust and mist control equipment at the processing facility will include both wet dust collectors and mist
vapor and fume collectors.

Volatile fuels and reagents are stored in closed tanks to minimize the escape of vapors to the
atmosphere. Many unit operations are carried out within buildings or closed vessels. The air and gases
from the process vessels are passed through wet dust collectors or demisters to remove dust, mists, and
gaseous pollutants. Gaseous effluents and dust are discharged from stacks to promote atmospheric
dilution and dispersion.

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Buildings housing various plant operations have concrete floors. These floors slope to concrete lined
sumps that collect any spillage. Spilled materials are pumped back into the appropriate plant circuit.
The floors of the buildings are curbed or recessed to contain the volume of at least the largest process
tank. Fuel oil, kerosene, and acid storage tanks are located in open areas, and are placed within
impoundments capable of holding the volume of the enclosed tanks.

Sewage disposal is conducted in accordance with the requirements of and approved permit with the
Bureau of Water Pollution Control of the Utah State Division of Health. The permit was approved in
1979.

The plant has an analytical and metallurgical laboratory that routinely analyzes and tests the ore and
process streams to optimize the extraction of uranium from ores with differing properties. The
laboratory routinely analyzes the various process reagents and the finished product as quality control
measures. The fume hoods of the laboratory collect air, chemical fumes, and mists and discharge them
through a scrubber and stack to the atmosphere. The gaseous effluent does not contain sufficient
quantities of potential radionuclides or chemicals to constitute a significant impact. Liquid effluent is
collected in a laboratory dedicated sump which is periodically pumped to the tailings storage facility.
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2.0 ALTERNATIVES
2.1 Detailed Description of Alternatives
2.1.1 No Action Alternative
The No Action Alternative, Alternative 1, assumes that the Facility remains in Standby status. No milling
would occur and the Facility would not be reclaimed. This is problematic because previous owners of
the Facility initiated a license amendment to return to full operational status and a renewal of the
License is required. A License renewal application would need to be submitted with the request to
remain in Standby status.

2.1.2 Proposed Action
The Proposed Action, Alternative 2, is to return the Facility to operational status, update the Facility to
best available technology, to increase the capacity up to 1,000 tons of ore per day processed for the
removal of uranium and vanadium as discussed in the License Renewal Application (ARHC, 2024b). A
South Cell for the tailings storage facility will be constructed (Figure 1-4). An estimated 99,700 cubic
yards of existing tailings, 11e.(2) Byproduct Material, and locally contaminated materials that exist
within the proposed tailings storage facility boundary will be placed in the new South Cell after it is
lined. Tailings from the processing of ore for uranium and vanadium will be placed in the South Cell
after construction of the cell is completed. After production ends, the Facility would be reclaimed in
accordance with the approved Reclamation and Decommissioning Plan as included in Exhibit B.3 in the
License Renewal Application.

2.1.2.1 Summary of Major Impacts of the Proposed Action
The major impacts of the proposed action include potential adverse impacts to wildlife from access to
stored tailings liquids and other liquid wastes, geologic impacts from construction and land disturbance
from Facility operations, as well as potential impacts to air quality from air emissions. The proposed
South Cell of the tailings storage facility and process ponds would have fluid impounded that could
potentially attract wildlife. If wildlife were to solely use these features, impacts could occur. The NRC
assessed impacts to terrestrial and aquatic biota (NRC, 1979) and determined that significant impacts to
wildlife were not expected but the actual extent of those impacts could not be quantified. Best
management practices and potential mitigation measures include placement of reflective ribbon on T -
posts and placement of predatory decoy birds (e.g., falcons and owls) around the pond perimeters to
create visual deterrents for bird use of the ponds.

Excavation of soil impacted by a 1982 tailings spill and grading of the area for South Cell construction
and excavation and construction of the process ponds in portions of areas that have not previously been
disturbed. The removal of the impacted soil and grading for construction of the South Cell will cause
irretrievable loss of the soil and bedrock, if any, in this area. As discussed in Section 3.7, the Badland -
Rock outcrop complex has limited use for wildlife and is not suitable for grazing. Additionally, borrow
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sources would be disturbed as discussed in Exhibit B.3 of the License Renewal Application to provide
material to complete the reclamation of the Facility. Soil and rock would be lost in those areas as well.
The impacts to the borrow areas would potentially be short term as these areas will be reseeded with an
approved see mix.

The Proposed Action could potentially cause impacts to the local ambient air quality from fugitive dust
and vehicle exhaust as a result of excavation, grading, hauling, truck and personnel vehicle travel to and
from the Facility, the use of diesel generators, and radon from the tailings storage facility. The nearest
resident is more than one mile from the Facility and any potential impacts to air quality would be local.
Air quality impacts during operational phases of the mill are expected to be below Federal and State
standards. Anfield will control fugitive dust and radon releases from the tailings impoundment through
spraying and interim soil covers. Spraying will be used to control dust emissions from ore stockpiles
which are not immediately processed.

2.1.3 Reasonable Alternatives
A reasonable alternative to the No Action Alternative and the Proposed Action would be to
decommission and reclaim the Facility, Alternative 3. Reclamation of the Facility would involve
reclamation and decommissioning of the existing Facility buildings, excavation of impacted soil around
the buildings, excavation of soil impacted by 1982 tailings spill south of the cross valley berm, and
excavation of tailings impacted soil north of the north dike (Figure 1-3). All soil, buildings, and
equipment impacted by 11e.(2) Byproduct Material that do not meet radiological release criteria for
unrestricted use, would be placed in the existing tailings storage facility (Figure 2-1). The existing
tailings storage facility would be capped and graded in accordance with the approved Reclamation Plan
(Hydro-Engineering, 2005; Figures 2-2 and 2-3). Reclamation of the facility would be completed in
approximately 24 months.
2.1.4 Alternatives Considered but Eliminated
No other alternatives were considered but eliminated. Moving the Facility to a different location was
not considered as that alternative would require reclamation of the tailings storage facility and mill
buildings at the current site and disturbing a new site for the new mill buildings and tailings storage
facility.

2.2 Cumulative Effects
The traffic between Interstate 70 and the Bullfrog Marina, south of the Facility, along Highway 95 peaks
during summer months as recreators travel to Lake Powell. As discussed in Section 5, approximately 8
trucks per day will travel between Interstate 70 and the Facility along Highway 95. Additionally,
approximately 40 trucks transporting ore will travel between the junction of Highway 95 and Highway
191 to the Facility. This Facility related traffic will increase the traffic on the short section of Highway
191 between the junction with Highway 95 and the Facility by approximately 16 percent. Facility related
traffic between Interstate 70 and the Facility would increase the traffic by less than 10 percent.

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The Tony M Mine is located approximately four miles west of the Facility. Garfield County Road 13383
would be the access road to reach the Tony M Mine from Highway 276. In March 2024, IsoEnergy, Ltd.
(IsoEnergy) announced that it would reopen the Tony M Mine and restart uranium mining operations in
2025. IsoEnergy stated that it has a toll milling access agreement with the White Mesa Mill in Blanding,
Utah. Tony M Mine traffic would increase traffic along Garfield County Road 13383, Highway 95 to the
junction with Highway 191, and along Highway 191 to deliver ore to the White Mesa Milll. This is the
same route that ore trucks would travel from Anfield mines to the east. The amount of traffic
associated with the Tony M Mine is not quantifiable at this time.

White Mesa Mill in Blanding, Utah has announced it is restarting its uranium circuit. This restarting of
the mill circuit may increase traffic along Highway 191 which Facility ore trucks will travel to the junction
with Highway 95. The amount of that traffic increase is not known.
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3.0 DESCRIPTION OF THE AFFECTED ENVIRONMENT
3.1 Topography
The Facility is situated on a low mesa and a small, isolated catchment to the west contains the tailings
storage facility. A tall butte separates the Facility from Shitamaring Canyon. Drainage from the Facility is
to the southwest into Shitamaring Creek. The tributary in which the tailings storage facility is located has
been called Shootaring Canyon. Elevation ranges from 4,350 to 4,850 feet above mean sea level with
local relief ranging from 200 to 500 feet. Geologic structure is relatively simple in the immediate area,
with the various sedimentary formations dipping gently (2 to 3 degrees) to the west.

3.2 Land Use/Land Cover
Approximately 89 percent of Garfield County land is owned by the U.S. Government . This land includes
national parks, national forests, recreation areas, national monuments and resource land. The U.S.
Bureau of Land Management (BLM) has jurisdiction over surface and mineral rights on approximately 57
percent of the total area of Garfield County. These lands are used for livestock grazing, recreation,
mineral development, and natural resource management.

Land owned by the Federal Government comprises 89 percent of the land ownership within 50 square
miles of the Facility (Figure 1-2). Ten percent of the land within 50 square miles is owned by the State
and 0.4 percent of the land withing 50 square miles is privately owned. Two Bureau of Land
Management Grazing Allotments comprise 100 percent of the area with 50 square miles of the Facility
(Figure 3-1). No grazing is allowed on the private land owned by Anfield. One BLM Natural Area is
partially within 50 square miles of the Facility (Figure 3-2).

Colorado Plateau Blackbrush-Mormon-tea Shrubland comprises approximately 47 percent of the land
cover with 50 square miles of the Facility with Colorado Plateau Mixed Bedrock Canyon and Tableland
comprising approximately 35 percent (Figure 3-3 and Table 3-1).

3.3 Demography
The population of Utah in 2020 was 3,271,616 (Census, 2020). This population represents an overall
density of 39.7 persons per square mile. Utah is sparsely populated. More than 75 percent of Utah's
population lives in four counties: Salt Lake, Utah, Davis, and Weber, which contain the cities Salt Lake
City, Provo, Bountiful, and Ogden, respectively. Of the 29 counties in Utah, Garfield ranks 25th in
population.

Garfield County is the fifth largest county in Utah, covering 5,175 square mile (13,401 square kilometer).
However, the population density is 1 person per square mile (0.6 persons per square kilometer). Ninety
percent of the residents live in the western portion of the county near the north -south transportation
corridor through Utah (Interstate 15 and U.S. Highway 89). There are also some ranches and farms
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scattered across Garfield County. The bordering counties of Wayne, San Juan, and Kane are also sparsely
populated (Table 3-2).

The area near the Facility is sparsely populated. Residents living near the Facility are located in Ticaboo,
the North Lake Powell Marine, Bullfrog Marina, Halls Crossing Marina, and Hanksville (Figure 3-4).

Ticaboo and the North Lake Powell Marine lie about 2.5 and 3 miles (4 and 4.8 km) south of the Facility,
respectively. Bullfrog Marina is located on Lake Powell, about 14 miles (22 km) south of the Facility.
Halls Crossing Marina lies approximately 3.5 miles (5 km) further south of Bullfrog Marina, on the
opposite shore of Lake Powell. Hanskville is located about 46 air miles (74 air km) north of the Facility,
in Wayne County. Green River and Moab, Utah are larger communities located approximately 93 and 86
air miles (150 and 138 air km) or 110 and 160 road miles away, respectively.

The population of Ticaboo is approximately 100 people. The community is constructed to accommodate
98 single-family homes, 144 mobile homes, and 41 recreational vehicles or camp trailers, although much
of that housing capacity has not been built or is not used annually . The facilities available at Ticaboo
consist of a 72-unit motel; restaurant and bar, convenience store (all open seasonally), and mobile-
home park.

The North Lake Powell Marine consists of approximately 24 employees and family members. The
Shipyard is a privately owned and operated boat storage and gas station facility. Five people live and
work at the Shipyard. Bullfrog Basin Marina consists of approximately 210 employees and family
members. The marina is a recreational community, part of the Glen Canyon National Recreation Area.
Transient residence at Bullfrog Basin Marina is limited by National Park Service regulations to two
months at a time. Peak use of the Marina may approach 43,000 persons per month during summer.
Halls Crossing Marina houses 94 permanent employees and family members. Hanksville has a current
population of 149.

The nearest resident to the Facility is approximately 1.4 miles to the east of the Facility (Figure 3-5). The
residence does not have a well associated with the property.

Few other permanent settlements exist in the general area surrounding the Facility. The 2020 Census
identified the permanent population within 50 square miles of the Facility to be less than 30 residents
and distributed in the Census Blocks shown in Figure 3-6.

The 2020 Census identified that between 47 and 54 percent of the population of Utah, Garfield County,
Wayne County, Kane County, and San Juan County are between 18- and 64-years old (Table 3-3). Only
the population of San Juan County, of the counties identified above, is less than 90 percent white. The
population of San Juan County is approximately 49 percent white. American Indian and Alaska Native
people comprise approximately 47 percent of the population of San Juan County. Part of San Juan
County contains the Navajo Nation.
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Approximately 23 percent of the population of San Juan County lives in poverty compared to less than
12 percent of the population of Utah, Garfield County, Wayne County, and Kane County. San Juan
County also has the smallest percentage (54 percent) of its population in the civilian labor force. Less
than ten percent of the population of Garfield County live in poverty. The unemployment rate in
Garfield County is 6.7 percent which is the highest of all counties in Utah (UDWS, 2024)

3.4 Transportation
Anfield anticipates that the main transportation corridors for the Facility will include Interstate 70; U.S.
Highway 89, U.S. Highway 163, U.S. Highway 191 and U.S. Highway 491; Utah Highways 12, Highways
24, Highways 95, and Highways 276; and Garfield County Roads 13383 and 13380 (Figure 3-7).

Transportation routes within 50 square miles of the Facility include Utah Highway 276 and local roads.
Major corridors near the Facility include Utah Highway 276 and 95 (approximately 2 miles east and 22
miles north and east of the Facility), Utah Highway 12 (approximately 40 miles west of the Facility), Utah
Highway 261 (approximately 46 miles southeast of the Facility) and Utah Highway 24 (approximately 46
miles north of the Facility). No highways, major roads, or railroads cross the Facility (Figure 3-8).

The rural road that leads to the project area is Garfield County Road 13383, which is north of the Facility
and connects the Facility to Utah Highway 276. The Garfield County Road 13383 is an east-west–
oriented, three-mile county road and it is the only access route to the Facility from the major corridors.
According to a telephone interview on July 26, 2016, with Mr. Brian B. Bremner, Garfield County
Engineer, this road is an unpaved, two-lane road consisting of crushed gravel surfacing. Garfield County
Road 13383 ranges in width from to 24–26 feet between Utah Highway 276 and the Facility. Between
the Facility and the Tony M Mine, which is owned by IsoEnergy. and lies approximately four miles
northwest, County Roads 13380 and 13300 become thinner and are comprised of native sandy gravel.
Mr. Bremner stated that the Title 5 Right of Way of Garfield County Road 13383 was granted to the
Garfield County by the BLM. Both Garfield County and Anfield share maintenance responsibility of
Garfield County Road 13383 between the Facility and Utah Highway 276, including blading and grading
operations and miscellaneous repairs of this road. Garfield County grades the road once or twice a year.
Mr. Bremner states that the road is not plowed and not routinely closed because of snow accumulation.
Anfield will work with Garfield County to ensure year-round access to and egress from the Facility.

All primary roads are well-maintained throughout the year and are typical asphalt and concrete-paved
roadways. Additional secondary roads and area routes include those accessed by 4WD vehicles for
recreation and hunting.

3.4.1.1 Traffic
Traffic counts for the main corridors that would be traveled by vehicles to the Facility from the Anfield
mines, workers from their homes, or supply deliveries to the Facility and from the facility to deliver
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yellowcake were developed by the Utah Department of Transportation (UDOT) and Colorado
Department of Transportation (UDOT, 2024; CDOT, 2024). The traffic count points identified in Figure 3-
9 are listed in Table 3-4. Annual average daily traffic (AADT) estimates are derived from three primary
sources of data: permanent traffic recorders, portable traffic recorders, and manual traffic classification
counts. Daily traffic averages were calculated over a 24-hour period, 7 days a week, and were derived
from permanent and short-term traffic counts.

Due to the remote location of the Facility and the lack of residences and businesses along Garfield
County Road 13383, no traffic data are available. Additionally, Garfield County had no historic traffic
studies available for this road. Anfield contacted the Garfield County Transportation Department, who
stated they did not have traffic counts for Garfield County Road 13383 but estimate that the normal
load on the road is two to three cars or all-terrain vehicles per day. Based on site experience gathered
from maintaining the Facility during the past several years, traffic volumes on the access road are very
low (fewer than five vehicles per day) and primarily related to recreational use. There is no residential
property on the Garfield County Road 13383 between Highway 276 and the Facility. A minimum of
variation in seasonal traffic is expected on the Garfield County Road 13383 with road usage anticipated
to peak in summer and fall due to hunting and recreational activities.

There are no nearby railroads or navigable rivers that will be used for transportation to and from the
Facility.

3.4.1.2 Site Transportation Corridors
The existing Facility transportation corridors are shown on Figure 3-8. The Facility is accessed from
Garfield County Road 13383.

Facility roads are constructed from site-produced sandy gravel passing a 0.375-in screen, and minimize
tire wear, are easy to maintain, reduce fugitive dust emission, and do not get slick when wet.

3.5 Geologic Setting
The Facility is located within the Henry Mountains Basin of southeastern Utah and on a portion of the
Colorado Plateau. The Colorado Plateau covers approximately 150,00 square miles in southeastern
Utah, northern Arizona, northwestern New Mexico, and southwestern Colorado. The area containing
the Facility is drained by tributaries to the Colorado River. These tributaries are deeply incised in the
surface of the Colorado Plateau. Erosional processes stripped the geologic formations overlying the
Jurassic age bedrock. The region has been upwarped with folds. Sedimentary formations of the
Colorado Plateau have been upwarped into domes by intrusions. This Henry Mountains Basin is
bounded on the east by the Monument Uplift, and on the west by the north -south-trending
Waterpocket Fold (Figure 3-10). Elevations within the Henry Mountains Basin range from 4,000 to 7,000
feet. Blanchard (1986) indicates that the stratigraphic section dips slightly (less than 5 degrees) to the
west in the Henry Mountains Area but away from the actual Henry Mountain intrusives.

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The only major faults in the basin are located near Mount Holmes, Mount Ellsworth and the San Rafael
Swell. The closest of these faults are approximately two miles from the Facility (Figure 3-11). These
faults trend west-northwest to east-southeast, and displacements along them range from several feet to
several hundred feet (NRC, 1997).

3.6 Geology
The geologic conditions for the Facility were summarized previous reports (Tetra Tech, 2008b;
Woodward Clyde Consultants, 1978, 1984; Hydro-Engineering, 1998, 1999, 2005b; Blanchard 1986; NRC,
1997, 2003.). Portions of the text in this section are directly from those reports.

3.6.1 Regional Geology

The geologic formations with the greatest spatial extent surrounding the Facility are the sedimentary
rocks of the Morrison Formation and the San Rafael Group. The Entrada Sandstone member of the San
Rafael Group forms the abutments surrounding and underlying the tailings storage facility at the Facility
(Figure 3-12).

The major geologic units in the region include the Navajo Sandstone member of the Glen Canyon Group,
the overlying Carmel Formation and the Entrada Sandstone member of the San Rafael Group. Blanchard
(1986) indicates that the stratigraphic section dips slightly (less than 5 degrees) to the west in the Henry
Mountains Area but away from the actual Henry Mountain intrusives.

Woodward Clyde (1978) developed the initial site-specific geologic characterization for the original
property owner in support of mill design and licensing. Additional geologic information has been added
to this original work over many years in the form of lithologic and geophysical logging of wells installed
as part of the groundwater monitoring program.

3.6.2 Local Geology

The geology at the Facility is characterized by relatively flat lying 450 feet thick section of Entrada
Sandstone, which is overlain by a thin veneer of loose alluvium (Figure 3-13). The uppermost aquifer is
hosted by the Entrada Sandstone and is isolated from the underlying Navajo Sandstone aquifer by the
160 to 193 feet thick Carmel Formation, as evidenced by more than 200-foot head difference between
the Navajo and Entrada Sandstones.

3.6.3 Alluvium

The Facility is located on a thin veneer of quaternary alluvium (0 feet thick up to approximately 30 feet
thick) that overlies Entrada Sandstone. These unconsolidated alluvial deposits are primarily derived
from weathering of the exposed sediments of the Curtis Formation, Summerville Formation, Morrison
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Formation) and sediments (Cedar Mountain Formation, Dakota Sandstone) with gravel to cobble sized
clasts derived from the igneous rocks exposed in the Henry Mountains to the north.

3.6.4 Entrada Sandstone

The Entrada Sandstone, which is present in outcrop or directly under the thin alluvial cover across the
entire Facility, is reported to vary from 300 feet thick at the southern end of the San Rafael Swell to 700
feet thick near the Henry Mountains (Hunt et al., 1953). Woodward Clyde (1984) reports that the
Entrada Sandstone is more than 400 feet thick at the Facility. Hunt and others also described a change
in facies from the San Rafael Swell to the west where the facies are red bedded silty sandstones to a
more clean (lower fines), massive in character and cliff-forming sandstone near the Henry Mountains
and the Facility. Morton (1984) reports that the Entrada Sandstone is calcite cemented with minor
gypsum not far from the Facility (Dugout Creek), which is consistent with field observations of the
Entrada outcrops at the site. Entrada in outcrop and borehole logs at the Facility is a fairly massive, fine
grained calcite cemented sandstone, though evidence of springs and sporadic perched water levels
suggests that layers of finer grained facies are present locally in the stratigraphic column (Woodward
Clyde, 1984).

The Entrada Sandstone locally exhibits steeply dipping to vertical jointing (greater than 70 degrees).
Joints expressed in outcrop are thin and calcite filled, which weather such that the more resistant
calcite-filled joints protrude from the weathered sandstone. Figure 3-14 presents a map reproduced
from Woodward Clyde (1984) of mapped joint orientations and dips in the drainage hosting the tailings
impoundment. Supplemental joint and fracture mapping performed by GeoTrans in 2008 using aerial
photo interpretation is presented in Figure 3-15. These figures indicate joint patterns with two distinct
general orientations; one set is oriented approximately northwest -southeast to north northeast-south
southwest. Based on hydrologic testing of Facility wells, Hydro-Engineering (1998) conclude that:

“The multi-well pump test … shows that these fractures are not continuous enough to separate
the Entrada aquifer into separate flow units.”

3.6.5 Carmel Formation

The Carmel Formation, which underlies the Entrada Sandstone and separates the Entrada from the
deeper Navajo Sandstone, consists of reddish-brown siltstone, mudstone and sandstone that alternates
with whitish-gray gypsum and fossil-rich limestone in a banded pattern (Mathis, 2000). Drilling at the
Facility identifies the Carmel thickness as between 160 and 193 feet in thickness. Blanchard (1986)
states that the Carmel Formation transmits little water and acts as a confining unit that separates the
ground-water system in the formations of the Glen Canyon Group (Navajo Sandstone) from that in the
Entrada Sandstone. The siltstone at the top of the Carmel Formation is reported by Blanchard to be the
principal bed that limits ground-water movement between the two ground-water systems. Most of the
remainder of the Carmel is reported by Blanchard to be sandy in the Henry Mountains area.

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3.6.6 Navajo Sandstone

The Navajo Sandstone, which lies below the Carmel Formation, hosts the major regional aquifer in this
area. The Navajo Sandstone is approximately 800 feet thick at the WW1 site (Hydro-Engineering, 1998).
The Navajo Sandstone, which underlies this entire region, is not of primary significance to the Facility
groundwater hydrology as it is not the uppermost aquifer and is isolated from potential impacts from
the Facility by the Carmel Formation.

Blanchard (1986) reports that the Navajo Sandstone member of the Glen Canyon Group is a gray to
yellowish-gray and reddish-orange, fine- to very fine-grained, thickly crossbedded, aeolian sandstone
that is moderately to well sorted with a few thin lenses of dark-gray magnesium limestone. The Navajo
Sandstone is characterized by large-scale, high-angle crossbedding in sets generally from 20 to 50 feet
thick and erodes to massive cliffs and domes. Thickness of the Navajo Sandstone ranges from slightly
more than 600 feet to more than 1,000 feet along Waterpocket Fold.

3.6.7 Local Geologic Data Interpretation

Neutron logs and gamma logs were used to define the geologic conditions in these wells because they
are useful in delineating the sand/shale contacts in existing wells. Higher hydrogen content should be
present in a well where shale predominates. A shift in the neutron logs occurs at the groundwater
surface due to the increase in hydrogen ions in the water within the well. Smaller American Petroleum
Institute (API) units on the neutron log indicate more hydrogen concentration. Therefore, a shift to the
left, or a decrease in the neutron reading, would indicate a change from a sand toward the unit with
more fines (e.g., a shale or siltstone). The main purpose of the neutron logging in these wells is to
identify lower permeability areas within the Entrada Sandstone which may perch water in the upper
portion of the stratigraphic section above these lower permeability layers. The lower permeability units
on these cross sections are labeled as pink hatched patterned areas. The blue log line represents the
neutron log results on a 0 to 2,700 API units scale while the red line represents the same data on a 0 to
600 API units scale to show better resolution of smaller scale neutron log variations.

Three cross sections are used to depict the geologic conditions in the area beneath the tailings storage
facility. Figure 3-16 presents the location of the wells at the Facility and the location of the three cross
sections. Figure 3-17 (Cross-section 1-1’) starts on the west side of the main tailings embankment at
well RM11/RM16 and extends to the east to well RM13/RM17, located on the east side of the south
dam. Figure 3-18 (Cross-section 2-2’) extends from the west side of the tailings storage facility at RM3,
up along the west side of the drainage to RM14 and then across the mid-valley berm, which contains the
limited existing tailings, across to the east side of the tailings at RM2/RM2R. Figure 3-19 (Cross-section
3-3’) extends from RM15, downstream of the main tailings embankment, to the up gradient monitoring
wells RM1/RM12 through the center of the site, generally parallel to the direction of groundwater flow.

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These cross sections indicate that the Entrada Sandstone is fairly massive with discontinuous lenses of
finer grained strata.

Sedimentary rocks exposed at the surface are predominantly sandstones of Upper Jurassic age. The high
buttes and mesas west and north of the Facility are capped by the Salt Wash Member of the Morrison
Formation. This fluvial sandstone unit contains the uranium deposits that are mined in the area.
Exposed cliffs surrounding the buttes and mesas are comprised primarily of the thinly bedded reddish -
brown siltstones and mudstones of the Summerville Formation, underlain by the generally massive fine
grained reddish-brown Entrada Sandstone. The Entrada Sandstone is the bedrock underlying the mill
and the tailings storage facility.

Based on the original geologic mapping completed by Woodward Clyde (1978) and the information
presented in Hydro-Engineering (2005), the Entrada Formation has an approximate thickness of 420
feet. Cementing agents are commonly calcite and ferric iron. The depositional environment is believed
to be primarily eolian. Shale is also present locally and is evidence of episodes of marginal marine
conditions.

No major faulting has been observed in the Entrada Sandstone at the Facility. Limited sets of joints are
widely spaced, steeply dipping and sealed with calcite and gypsum. Joint trends are northwesterly and
northeasterly, coinciding with the regional structural pattern.

Beneath the Entrada lies the Carmel Formation, which is a heterogeneous unit approximately 160 feet
thick composed of sandstone, siltstone, mudstone, limestone, and gypsum. In the Shootaring Canyon
area, the Carmel Formation appears to include substantial layers of shale or mudstone. The Carmel is
underlain by the Navajo Formation which is approximately 800 feet thick in the vicinity of the Facility.
The base of the Navajo is approximately 1,400 feet beneath the surface of the Facility.

Fault development in the area is associated with the intrusive igneous centers of the Henry Mountains.
These faults commonly have a northeasterly or northwesterly strike and do not generally extend far
from the intrusive bodies. Faults are not known to exist within the Facility.

3.7 Soil
Twenty percent of the land within 50 square miles of the Facility is the Badland -Rock outcrop complex
(Table 3-5 and Figure 3-20). This is the largest percentage in that area. The Glenberg family and Moffat
loamy fine sand with 2 to 8 percent slopes are the only other soil series that comprise more than 10
percent of the land within 50 square miles of the Facility.

The majority of the soil within the Facility is comprised of the Moenkopie fine sandy loam (Figure 3-20).
Moenkopie fine sandy loam are shallow, well drained soils from weather of sandstone. The Soil
Conservation service (SCS, 1990) identified that this unit is used as rangeland and wildlife habitat. The
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potential plant community is 45 percent grasses, 15 percent forbs, and 40 percent shrubs. Important
plants are galleta, Indian ricegrass, shadscale, Mormon- tea, and blackbrush.

The Badland-Rock outcrop complex and the Rock outcrop-Travessilla complex comprise the rest of the
soil units within the property boundary. Badland-Rock outcrop complex is identified as 70 percent
badland, 15 percent rock outcrop, and 15 percent soil derived from the rock outcrops (SCS, 1990).
Further, SCS identified that this unit contains about 5 percent Chipeta silty clay, 5 percent Moenkopie
fine sandy loam, and 5 percent Neskahi family fine sandy loam in drainageways. This unit is limited for
use by wildlife (SCS, 1990).

Rock outcrop-Travessilla complex is identified as 55 percent rock outcrop, 25 percent Travessilla sandy
loadm and 20 percent other soils (SCS, 1990). Additionally, the Soil Conservation Service identified that
this unit is used mainly for wildlife habitat. It has very limited use as rangeland.
The potential plant community on the Travessilla soil is 30 percent grasses, 15 percent forbs, and 55
percent shrubs. Important plants are needleandthread, Bigelow sagebrush, shadscale, littleleaf
mountainmahogany, and Utah juniper.

None of the soil units are identified as prime farmland.

3.8 Hydrogeology
The Henry Mountains Basin contains three principal aquifers, each in the three major sandstone units of
the region; the Navajo Sandstone, the Windgate Sandstone and the Entrada Sandstone (Blanchard,
1986). In the area, these aquifers are recharged by natural infiltration of precipitation and snow melt
near the flanks of the Henry Mountains as well as vertical infiltration from direct precipitation
(Blanchard, 1986) and infiltration from ephemeral drainage flows. These aquifers are used to support
limited agriculture as well as industrial and domestic water uses. Both water production and water
quality are typically high from these aquifers.

Characterization of local groundwater hydrologic conditions has been achieved through installation,
testing and sampling of groundwater wells and piezometers at the Facility since its construction in the
early 1980’s.

3.8.1 Uppermost Aquifer (Entrada Sandstone)

The Entrada Sandstone at the Facility is generally 425 to 500 feet thick. Groundwater is first
encountered at depths ranging from approximately 150 to 200 feet below ground surface with 250 to
350 feet of saturation above the underlying Carmel Formation. This Entrada Sandstone is the
uppermost aquifer at the Facility. Lower permeability layers within the Entrada Sandstone have been
identified through well boring geophysical logs and pumping tests . These lower permeability layers
impact groundwater occurrence and movement. Specifically, these lower permeability layers appear to
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locally cause limited areas of perched water above the regional groundwater potentiometric surface,
and locally confined conditions (Hydro-Engineering, 1998).

The piezometric surface of the Entrada Sandstone and the upper low permeability zone are presented
on cross sections (Figure 3-17 to 3-19). The upper low permeability zone is presented on Cross Section 3-
3’ (Figure 3-19) at wells RM8 and RM9. Cross Section 1-1’ (Figure 3-17) shows the land surface, water-
level elevation for the Entrada Sandstone and the base of the Entrada Sandstone or the top of the
Carmel Formation. Areas within the Entrada Sandstone which contain lower permeability sandstone are
also interpreted from the neutron logs in the RM4 and RM5 area and are shown on the cross section
with a hatch pattern to depict the lower permeability sandstone. These zones would be expected to
create higher heads in the upper portion of the Entrada Sandstone on top of the lower permeability
material. These lower permeability sandstone zones are limited in lateral extent as evidenced by their
absence in geophysical logs on the margins of the site. The southern pinch out of the upper low
permeability zone Entrada Sandstone groundwater saturation is shown near RM11 (Figure 3-19).

Cross-section 2-2’, which is shown as Figure 3-18, runs from monitoring well RM3 through RM7 and to
RM2. The neutron logs of these wells do not show a shallow lower permeability sandstone zone. The
permeability is indicated to be less by a relatively low American Petroleum Institute units signature at
certain intervals but is not interpreted to be sufficiently lower permeability material to cause perched
conditions. The zone between 140 and 150 feet in depth at well RM2 contains a lower permeability
material than the adjacent sandstone to this interval. This zone is not thought to contain as low a
permeability as the lower permeability zone shown on the other cross sections, based on the neutron
logs signature. The Entrada Sandstone groundwater surface for cross-section 2-2’ shows a gradual slope
of the piezometric surface from the east to the west side in this area of the tailings.

Cross Section 2-2’ extends from well RM15, downstream of the tailings storage facility, to RM1 on the
upstream side of the tailings basin. This cross section shows the variable land surface along this section
and shows the inferred contact between the Entrada Sandstone and the Carmel Formation. A low
permeability zone is interpreted in the log for RM15 but does not extend to RM7. The low permeability
zone is drawn below wells RM8 and RM9 because the saturated level in these wells show that an Upper
Low Permeability zone exists in their area. A similar stratigraphic zone is also shown at well RM1.

Figure 3-21 shows the November 2023 Facility groundwater elevation data and interpreted groundwater
table for the Entrada Sandstone. Groundwater elevations in the southern portion and eastern portion
of the Facility are based on 2003-2004 data. Comparison of 2003 groundwater elevations and 2024
groundwater elevations (Figure 3-22) shows that groundwater levels have dropped less than two feet
and the 2003 data are useful in estimating the groundwater surface for locations where no current
monitoring points exist.

Figures 3-17 though 3-19 illustrate the local geologic interpretation, well screen intervals and measured
water levels. The groundwater elevation surface contours in the Entrada Sandstone reflect
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interpretations based on current water levels in existing wells and interpretation and extrapolation from
historic water levels from abandoned wells. The groundwater gradient in the uppermost aquifer is to
the south southwest with an average gradient of approximately 0.01 ft/ft.

These data indicate that Entrada Sandstone groundwater flow at the tailings storage facility is generally
from north to south, from the upper reaches of the tailings basin to the south of the main tailings
embankment. In addition, Figure 3-22 indicates that groundwater levels have been relatively stable
over the past few decades. However, no evidence of seasonality was identified in groundwater level
through statistical analysis of the data record for current monitoring wells (WESI, 2013).

Laterally discontinuous lower permeability layers within the Entrada Sandstone at the Facility (Figures 3-
18 and 3-19), have created locally confined conditions as discussed by Hydro-Engineering (1998) and
locally perched groundwater levels above the uppermost aquifer. In a multi-well pumping test of
historical well RM15, Hydro-Engineering reports (1998) that:

The piezometric surface in the middle of the Entrada Sandstone indicates that the Entrada
aquifer would be an unconfined ground-water system but the pump testing does not show any
indication of unconfined aquifer conditions. The complete drawdown curve fits the Theis (1935)
type curve and does not show any signs of the Neuman (1973) unconfined type curves.

Horizontal Groundwater Flow
Woodward Clyde (1984) reports that the original 1978 NRC Environmental Report for the Facility
determined a horizontal groundwater flow velocity of 3.19 ft/year (27.33 ft/day hydraulic conductivity x
0.1168 ft/ft gradient), although this does not account for the influence of effective porosity on
groundwater flow velocity. Hydro-Engineering (1998) estimated the horizontal groundwater flow
velocity as 0.022 ft/day (8 ft/year) using an average horizontal gradient of 0.011 ft/ft (RM1 to RM15), an
average hydraulic conductivity of 0.2 ft/day and an assumed effective porosity value of 0.1.

The calculated range of velocities using the average of the well -specific gradients and well-specific
hydraulic conductivity values spans 5.0 ft/year to 0.5 ft/year with an average value of 3.2 ft/year (WESI,
2013). The lower range of the effective porosity values (0.02) yielded calculated horizontal groundwater
flow velocities of between 52 ft/year and 5 ft/year with an average of 34 ft/year. However, this
extremely low effective porosity value, only 2 percent of a unit volume of sandstone available for
groundwater flow, seems atypically low for the hydraulic conductivity values measured at the site.
Therefore, it is believed that groundwater flow velocities are closer to those estimated using the
average effective porosity value (e.g., on the order of 5 ft/year) would be more representative of
conditions at the Facility.

Calculated horizontal flow gradients for individual existing wells range from 0.015 ft/ft to 0.008 ft/ft with
an average of 0.012 ft/ft, closely matching the overall Facility groundwater horizontal flow gradient of
0.011 ft/ft (Table 3-6; WESI, 2013). The horizontal groundwater flow gradient to the east of the tailings
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storage facility (RM2R and OW1A) appears to be slightly steeper (approximately 0.017 ft/ft to 0.019
ft/ft), though there are fewer Entrada Sandstone wells in this eastern area with which to assess
gradients in the Entrada Sandstone.

The November 2023 Entrada aquifer groundwater elevations on Figure 3-21 are presented in blue
contours. The groundwater elevations from the perched water zone are drawn in red on Figure 3-21 to
illustrate the area where the lower permeability zone creates the perched water condition. This perched
water zone is separated from the uppermost aquifer by an unsaturated zone as indicated by the
geophysical log from well RM 20 (Figure 3-19). This interpretation is supported by the lack of observed
change to well RM8 groundwater elevation during the 16-day pumping test of well RM15 (Hydro-
Engineering, 1998).

Vertical Groundwater Flow
The Groundwater Discharge Permit Section 1.E.1.d.i requires that water level measurements for all
nested well pairs will be used to define the vertical gradient. The Groundwater Discharge Permit Section
1.G.1.b.6 requires that the vertical hydraulic gradient will be reported as determined from nested well
pair RM8\RM20.

The vertical separation between the mid-point of these two well screen zones (67 feet to 171 feet) is
104 feet which yields a calculated vertical gradient for November 2023 of 0.75 ft/ft (Figure 3-23 and
Table 3-7). The calculated vertical gradient increased between 2007 and 2015 but has fluctuated around
0.75 ft/ft since 2015. This is a result of minor natural fluctuations in the local saturated conditions.

Groundwater elevations in each of the Entrada wells have been relatively stable over the last ten years
(Figure 3-22). Minor exceptions to this are evident in wells RM2R and RM12, which appear to show the
influence of localized seasonal recharge on water levels in upper Entrada Sandstone between 2003 and
2007.

The groundwater potentiometric head difference between the Entrada Sandstone and the Navajo
Formation can be observed in wells OW1A and OW2 versus wells WW -1, OW1B and OW3. Well OW4 is
completed in the Carmel formation but the screen and filter pack appear to extend into the Entrada
Sandstone (WESI, 2013), making the groundwater level readings not indicative of solely the Carmel
Formation. However, historical measurements consistently indicted essentially no vertical gradient
between the Carmel Formation aquitard and Entrada Sandstone. The groundwater potentiometric head
in the Navajo Formation (OW1B and OW3), which is below the Carmel Formation, historically has been
approximately 220 feet lower than the groundwater potentiometric head in the Entrada Sandstone
which indicates that the overall gradient is from the Entrada Sandstone to the Navajo Formation and
there is little or no local hydraulic communication between the aquifers.

Vertical groundwater flow gradients between the uppermost aquifer (Entrada Sandstone) and the
underlying formations can be discerned from water level data in wells WW-1, OW1A, OW1B, OW2, OW3
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and OW4. Historical water levels for these wells (Figure 3-24) indicate that the Carmel Formation acts as
an aquitard to vertical groundwater flow between the major formations. The piezometric head in the
Navajo aquifer is approximately 220 feet lower than that of the overlying Entrada Sandstone, as
evidenced by the water levels in the Entrada wells OW1A and OW2 and the Navajo Sandstone well WW -
2 (Table 3-8). This illustrates a high degree of hydrologic isolation provided by the intervening Carmel
Formation.

Hydraulic Conductivity
Testing of the aquifer characteristics at the Shootaring Canyon Facility has most comprehensively been
performed by Hydro-Engineering in support of previous licensing and permitting efforts. Hydro -
Engineering (1999) presents a summary of the measured aquifer response to hydrologic stresses for
both the Entrada Sandstone and the Navajo Sandstone. Table 3-9 summarizes the results of single well
and multi-well tests performed in 1998 and 2013. Slug tests were performed on RM18, RM19 and RM20
in April of 2013 by Wright Environmental Services.

The horizontal hydraulic conductivity (kh) values for the Entrada Sandstone range from 0.01 feet per day
(ft/day) (2.9x10-5 centimeters per second [cm/s]) to 0.28 ft/day (9.8x10-5 cm/s) with an average value of
0.11 ft/day (3.8 x10-5 cm/s) based on 22 values. Blanchard (1986) reports horizontal hydraulic
conductivity values for the Entrada Sandstone ranging from 0.68 ft/day (2.4x10-4 cm/s) to 0.13 ft/day
(4.6x10-5 cm/s). These values are consistent with the range of values measured at the site, though the
higher value reported by Blanchard is 2.5 times the highest value measured at the site. However, this
difference is not large given typical heterogeneities in sedimentary strata.

Hydro-Engineering (1998) performed a multi-well pump test which shows that these fractures are not
continuous enough to separate the Entrada aquifer into separate flow units. The joints do not affect the
overall groundwater flow in this less transmissive aquifer.

Vertical groundwater movement is typically impeded by vertical anisotropy in sedimentary materials.
Blanchard (1986) presents vertical hydraulic conductivity (kv) values ranging from 0.54 ft/day to 0.85
ft/day and horizontal to vertical hydraulic conductivity ratios (k h/kv) values for the Entrada Sandstone
developed from air-entry permeameter lab tests on shallow core samples ranging from 0.80 to 0.24.
This indicates that vertical hydraulic conductivity is actually higher then horizontal, an uncommon
condition in sedimentary strata, unless fracture flow dominates. In contrast, Woodward -Clyde (1984)
states:

“The presence of at least two springs in the Entrada at substantial elevations above the general
water table shows the presence of perched water in the highlands to the north and southeast of
the site, and demonstrates that the vertical permeability of the Entrada ranges significantly from
moderately low to virtually impermeable.”

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3.8.2 Perched Water Zone
A localized portion of the Entrada Sandstone with saturated conditions above the uppermost aquifer has
been identified in the active well RM8 and was historically evident in the abandoned well RM9. This
localized perched water zone has water levels approximately 60 feet to 70 feet above the groundwater
levels of the uppermost aquifer observed in all the other Facility wells (e.g., RM1, RM7 and RM20). This
localized perched water condition is caused by a lower hydraulic conductivity (permeability) zone in this
portion of the Entrada Sandstone. This lower permeability zone (previously referred to as the Upper
Entrada by Hydro-Engineering, 1998 and 1999), which decreases the infiltration rate of water, has
caused a zone of perched water in a limited area between the south dam and the cross valley berm. The
perched water condition is localized and is not contiguous with the main Entrada Sandstone. In addition,
inspection of the neutron geophysical log for Well RM20 (Figure 3-19) indicates that the neutron
signature below the lower permeability zone is essentially the same as above the groundwater table
near RM8. This supports the interpretation that the perched water in RM8 and RM9 is not the
uppermost aquifer but a limited and localized saturated system.

The extent of this low permeability zone that creates the perched water condition above the uppermost
aquifer is limited in lateral extent to within the area between the south dam to the south, the cross
valley berm to the north, the mesa cliffs to the west and the sandstone terrace upon which the mill is
located to the east. This is based on interpretation of neutron borehole geophysical logs and monitoring
well water level data, as detailed below.

Wells RM21 and RM22 were installed directly downgradient of the existing tailings cell in an attempt to
identify this perched water zone near the toe of the cross valley berm but no saturated conditions were
encountered. Specifically, the shallow low permeability zone and perched water condition identified in
locations RM8 and RM9 are not present in the following locations.

• On the Western margins of the tailings storage facility:
o Wells RM3 and RM14 as shown in Figure 3-18.
o Well RM11 as shown in Figure 3-17.
• To the North along the cross valley berm:
o Wells RM14, RM19, RM7, RM18 and RM2 as shown on Figure 3-17.
• On the Eastern margins of the tailings storage facility:
o Well RM13 as shown in Figure 3-17.
o Well RM2 as shown in Figure 3-18.
• At or below the south dam:
o Wells RM11, RM15 and RM6 as shown on Figure 3-17.

Where the shallow, low permeability zone is identified in wells RM4 and RM5 near the south dam
(Figure 3-17), it is not saturated. The dip of this localized shallow low permeability zone is to the north
with the top elevation approximately 4,380 feet-above mean sea level (amsl) near the south dam (wells
RM4 and RM5 in Figure 3-17) and approximately 4,290 feet-amsl in wells RM8 and RM9 (Figure 3-19). It
should also be noted that the extension of the low permeability zone identified in wells RM4 and RM5
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near the south dam is very near the pre-embankment ground surface while the Entrada Sandstone
groundwater surface is more than 100 feet below the ground surface. These data indicate that the
perched water zone is very limited in lateral extent and is hydrologically separated from the uppermost
aquifer of the Entrada Sandstone. This perched water zone is likely due to a thin lens of siltstone
observed to cause seeps and springs within the Entrada Sandstone (Woodward-Clyde, 1984; Blanchard,
1986).

Water in the perched zone must flow off the low permeability layer to the north, west and east margins
of the low permeability zone into unsaturated sandstone as well as slowly infiltrating vertically through
the lower permeability sandstone unit creating the perched condition. The groundwater percolates
slowly from the perched zone to the underlying main Entrada Sandstone. As illustrated in Figure 3-21,
there is no evidence of distortion of the main Entrada Sandstone ground water table in the area of the
perched zone, indicating that the rate and volume of vertically percolating water from the perched zone
is relatively small.

3.8.3 Carmel Formation
Blanchard (1986) reports that the Carmel Formation acts as an aquitard between the Glen Canyon
Group (Navajo Sandstone) and the Entrada Sandstone. Blanchard reports that a fine-grained unit at the
top of the Carmel Formation is the principal bed that limits groundwater movement between the two
groundwater systems while much of the rest of that Carmel Formation is sandy in the area of the Henry
Mountains. West and northwest of Ticaboo Mesa, about five miles east of the Ticaboo townsite, the
Carmel Formation discharges groundwater at several small seeps.

Determination of groundwater elevation in the Carmel Formation at the Facility has been attempted
through use of observation well (piezometer) OW4. However, based on the lithologic log of well WW -1
and the known construction information for piezometer OW4, the screen zone of OW4 extends into the
bottom of the Entrada Sandstone and, therefore, may not accurately reflect the potentiometric surface
within the Carmel Formation. However, measured water levels in Facility piezometers in the Entrada
Sandstone and the Navajo Sandstone (WESI, 2013) show between 208 feet and 230 feet of head
difference between the two units, indicating that the Carmel Formation does act as a substantial
hydraulic barrier to flow.

No values for the transmissivity or the vertical hydraulic conductivity in the Carmel Formation have been
calculated at the Facility.

3.8.4 Navajo Sandstone
The Navajo Sandstone hosts one of the west’s largest and most prolific high-quality aquifers. Blanchard
(1986) reports that the Navajo Sandstone is the most utilized aquifer in the Lake Powell area and that
most of the wells in the Henry Mountains area are completed in the Navajo Sandstone. Blanchard (1986)
also reports hydraulic conductivity values for the Navajo Sandstone of approximately 3.5 ft/day and
transmissivity values from between 2,626 ft2/day to 3,500 ft2/day.
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Groundwater levels in the Navajo Sandstone at the Facility were established through monitoring of
water supply wells WW-1, WW-2, as well as observation wells (piezometers) OW1B and OW3.
Measured groundwater elevations in the Navajo Sandstone at the Facility ranged from approximately
4,017 feet to 4,026 feet (WESI, 2013) and indicate that the Navajo Sandstone is under artesian
conditions as the piezometric surface is higher than the top of the Carmel Formation (3,980 ft-amsl in
well WW-1).

3.9 Water Resources
Information regarding groundwater and surface water hydrology at the Facility has been described in
previous reports (Woodward Clyde Consultants, 1984; Plateau, 1998c; Hydro-Engineering, 1998; Tetra
Tech, 2008b; Tetra Tech 2008c; Uranium One, 2008; and WESI, 2013) and is summarized in this
Environmental Report.

3.9.1 Surface Water
As reported in the 1997 Environmental Assessment (NRC, 1997) and the 2003 Environmental
Assessment (NRC, 2003), the Facility is located within the 32 square mile Shitamaring Creek watershed,
which in turn is within the larger 132 square mile Hansen Creek watershed (Figure 3-25). All drainages
within these basins are ephemeral, though they can be subjected to large transient flows resulting from
intense precipitation events. The nearest perennial water body is Lake Powell, located approximately
seven miles to the south.

The local surface water drainages at the Facility are alluvium-filled incisions in Entrada Sandstone.
Surface flows in these drainages are rapidly dissipated through percolation into the sandy stream
channel sediments (NRC, 2003). The Facility buildings are located on a small bluff of alluvium -capped
Entrada Sandstone which is not subject to significant surface water flows. The tailings storage facility is
located in a cross-valley constructed disposal cell near the head of a minor and unnamed drainage to
Shitamaring Creek to the west of the Facility. Facility disturbances have limited the surface drainages
contributing to the tailings storage facility area.

Blanchard (1986) reports that the Carmel Formation discharges water at several small seeps West and
northwest of Ticaboo Mesa, about five miles east of the Ticaboo townsite. Woodward-Clyde (1984)
identified several points of groundwater emergence (seeps or springs) in the vicinity of the Facility. The
springs are identified as the seep in Shitamaring Creek west of the tailings storage facility, Lost Spring to
the north of the tailings storage facility and a small spring near Ant Knolls to the south of the tailings
storage facility (Figure 3-26). The Woodward Clyde report (1984) states that the elevations of the Lost
Spring seep (4,470 feet above mean sea level [ft-amsl]) and the seep near Ant Knolls (4,300 ft-MSL) are
both higher in elevation than the groundwater elevation observed in Facility well RM6 (4,242 ft-amsl),
indicating that these seeps could not exhibit or express groundwater from the tailings storage facility.
The seep in Shitamaring Creek west of the Facility (4,230 ft-amsl) is slightly lower the Facility
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groundwater elevations. Walking field surveys by Uranium One personnel in 2010 could not locate the
Ant Knolls seep or the Shitamaring Creek seep.

No perennial streams occur at the Facility.

3.9.2 Groundwater
Groundwater is the only water of substantial yield in the vicinity of the Facility.

3.9.2.1 Groundwater Quality
Eleven wells are sampled semi-annually at the Facility (Figure 3-21). Between 2003 and 2023, the
measured values and reported non-detects for analytes for groundwater samples from the Entrada
Sandstone, which is the uppermost aquifer at the Facility, were at or below the respective groundwater
standards. All concentrations in the uppermost aquifer are stable or decreasing and all are below
primary and secondary drinking water standards (ARHC, 2023b; 2024b). Similarly, most concentrations
in the perched water system, monitored by RM8, are below primary and secondary drinking water
standards except arsenic, total dissolved solids, and selenium.

3.9.3 Groundwater Use
Eight groundwater wells, not including those owned by Anfield, were identified from the Utah Division
of Water Rights database (UDWR, 2024) as located within 50 square miles of the Facility (Figure 3-27).
These wells are the water supply wells for Ticaboo. These wells are completed between 1,000 and 1,500
feet below the ground surface.

3.10 Meteorology, Climatology, and Air Quality
The climate in the vicinity of the Facility is semi-arid (steppe), although it varies with elevation and
terrain features. Skies are usually clear with abundant sunshine and annual precipitation is low.
Because of the low humidity, the rate of evaporation is high. Daily ranges in temperature are relatively
large, and winds are normally light to moderate.

The data included in this section are the most recent site-specific information available. The
meteorological station at the Facility was not monitored during the interim shutdown period. A new
meteorological station was built at the Facility in July 2023 (Figure 3-28).

3.10.1 Local Meteorology and Climate
The annual average precipitation from nearest weather station, Bullfrog Basin station 421020 is 5.9 for
the period of station operation from 1968 to 2007 (Table 3-10). Years with significant data missing were
excluded (1990, 1997, 2003, and 2005). Table 3-10 summarizes the average annual precipitation data
for the Bullfrog Basin station and for Hanksville Airport which is approximately 48 miles north of the
Facility. The Bullfrog Basin Station is no longer active and precipitation data are no longer available from
the Hanksville Airport station.
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Average annual precipitation recorded at the Facility from 1980 through 1982 was 6.7 inches (Table 3-
10). Total precipitation recorded at the Facility in the third and fourth quarters of 2023 was 1.38 inches
(Table 3-10).

Most precipitation at the Facility occurs as rainfall; a maximum of about 10 to 25 percent of the annual
total is expected to occur as snowfall on nearby mountain slopes. Precipitation is about 20 inches or
more on the upper slopes of Mount Hillers, north of the Facility.

Two separate rainfall seasons exist in the region. The first occurs in late summer and early autumn,
when occasional moisture-laden air masses from the Gulf of Mexico bring showers and thunderstorms.
The second rainfall period occurs during the winter, when Pacific storms move into the region.

Temperature at the Facility ranged from 22.1 to 101.84 degrees Fahrenheit in the third and fourth
quarters of 2023. Total monthly pan evaporation for those quarters was approximately 44
inches.

3.10.2 Severe Weather Events
Thunderstorms in July and August result in scattered precipitation over the Facility. The usually
intermittent, scattered nature of thunderstorm precipitation is reflected in the data collected during
these months.

Related precipitation is usually light, but a heavy local storm can produce more than an inch of rain in a
day. The maximum precipitation reported to have fallen within 24 hours over a 30 -year period at
Blanding, Utah was 1.98 inches (DOC, 2019). Hailstorms are unusual in this area. Daily maximum
precipitation recorded at the Facility in the third and fourth quarters of 2023 was 0.46 inch.

Maximum short-term precipitation is usually associated with summer thunderstorms, although winter
storms may occasionally deposit comparable amounts.

Strong winds can occur along with the thunderstorms in the spring and summer. The site is also
susceptible to occasional dust storms, which vary in intensity, duration, and time of occurrence. The
basic conditions for blowing dust are found in the general vicinity: wide areas of exposed, dry topsoil;
and occasional strong, turbulent winds. Dust storms usually occur during the warmer months following
frontal passages and are occasionally associated with thunderstorm activities.

Tornadoes have been observed in the general region, but they occur infrequently. As presented in the
1978 Environmental Report (Woodward-Clyde, 1978), the probability of a tornado striking a given point
in the vicinity of the Facility is estimated at 0.000032. The recurrence interval of such an incident is
estimated at 31,000 years. A search of National Oceanic and Atmospheric Administration (NOAA)
National Centers for Environmental Information database identified one tornado occurrence in in
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Garfield County between 1990 and 2023. The tornado was an EF1 and caused damage to a business, a
few homes, and cars in Panguitch. Panguitch is located approximately 95 miles west of the Facility. A
tornado risk assessment conducted using historical analysis from NOAA Storm Prediction Center
identified the strike probability within 25 kilometers of the Facility to be zero percent (NOAA, 2024).

3.11 Air Quality
No monitoring stations for the Utah Air Monitoring Network are near the Facility. The nearest
monitoring station is in Enoch, Utah approximately 125 miles west (https://enviro.deq.utah.gov,
February 2024). Potential local sources of total suspended particulates are windblown dust and vehicles
on unpaved roads.

Anfield has performed routine effluent monitoring for the facility beginning during operations and
continuing through 2023. Air samples were collected at one location north of the tailings storage facility,
indicated as location 6 on Figure 3-28. This location is referred to as AP-3 in the routine effluent
monitoring reports and is presented as location AP-10 in the Compliance Monitoring Plan (ARHC, 2018).
Sampling results for 2022 and 2023 are presented in the semiannual Effluent Monitoring Reports (ARHC,
2023a; 2024a). No airborne effluent concentration limits were exceeded in 2023. All results were near
analytical lower limits of detection.

Radon emissions from the tailings storage facility are the primary air emission. As discussed in Section
3.15, no airborne effluent concentration limits were exceeded at the Facility in the last decade and
Anfield complied with the 20 pCi/m2-sec standard for the tailings cell radon flux emissions regulation in
2023 (ARHC, 2023c).

3.12 Ecological Resources
An evaluation of ecological resources was conducted in 2008 and is included as Appendix A (TetraTech,
2008). As part of the evaluation, baseline wildlife and vegetation surveys were conducted. The
objective of the surveys was to assess the study area for habitat associated with special status animal
species and to characterize the vegetation in the study area. The surveys were conducted in compliance
with the regulations set forth in the National Environmental Policy Act (NEPA) and Utah Rule 68-9 (Utah
Noxious Weed Act).

A general wildlife inventory was taken throughout the day of the study. Little wildlife was present at the
time of survey (Table 3-11). Five raptor and three owl species of concern had the potential to occupy the
Facility. No raptor species or signs of raptor presence (nests, feathers, and pellets) were observed. Owl
habitat was not present at the Facility. These results suggest that the Facility does not currently
maintain breeding sites for raptor or owl species. Three bat species of concern had the potential to
occupy the Facility. It was concluded during the survey that habitat for these species is not present. The
Facility contained species of local, common birds including horned larks, sparrows, and ravens . The only
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mammals observed on the Facility were desert cottontail rabbits and Hopi chipmunks. Evidence of
coyote presence was seen near the south dam.

Two birds, the yellow-billed Cuckoo and the Gunnison sage-grouse were listed as threatened in 2014
after the 2008 survey. The yellow-billed cuckoo was listed on the Utah sensitive species list and was not
identified in the 2008 survey. The Gunnison sage-grouse is not known to be present in Garfield County.
Additionally, the 2008 survey did not identify potential habitat in the vicinity of the Facility for the
yellow-billed Cuckoo and the greater sage-grouse.
Vegetation (Table 3-11) is predominantly shadscale saltbush (Atriplex confertifolia), greasewood
(Sarcaliatus vermiculatus) and sagebrush (Artemesia tridentate). A small population of salt cedar
(Tamarix ramosissima), an undesirable non-native invasive species, was found at the base of the north
side of the south dam. The vegetation characterization did not find any special status flora in the survey
areas. No rare or threatened plant species were found. Although one patch of salt cedar, as well as
populations of Russian thistle, were found at the Facility. No State of Utah noxious weed species were
identified.
Three plants were listed as threatened or endangered in 2009 and 2013 after the 2008 survey. These
plants, pariette cactus, uinta basin hookless cactus, and the gierisch mallow, are not known to occur in
Garfield County.
3.13 Noise
The nearest resident is 1.4 miles from the Facility. The nearest residence in Ticaboo is 2 miles from the
Facility (Figure 3-5). Noise generated at the Facility is from vehicle traffic, pump operation, and
monitoring well activities. No sensitive noise receptors (e.g., schools and hospitals) are known to be
located near the Facility. The nearest school is located near the Bullfrog Marina 17 road miles south of
the Facility. The nearest hospital is located in Blanding, Utah approximately 124 road miles from the
Facility.

3.14 Historic and Cultural Resources
A cultural survey was conducted in the Facility vicinity as part of the initial application, and no historical
sites within five miles of the Facility were identified (Figure 3-29). A small area of lithic scatter was
identified and the artifacts were salvaged by the State of Utah (NRC, 1997).

The NRC determined, in consultation with the State Historical Preservation Officer (SHPO), that no
properties included in or eligible for inclusion in the National Register would be impacted by Facility
activities (NRC, 1979). In February 1999, the Utah State Historical Society determined that no historic
properties would be impacted by reclamation and decommissioning of the Facility (NRC, 2003).

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Condition 9.7 of the License requires Anfield to perform a cultural survey prior to disturbing any areas
not previously surveyed for cultural resources prior to disturbance of those areas. Anfield will notify the
Director and the Office of State Historic Preservation if artifacts are discovered during disturbance.

3.15 Visual and Scenic Resources
The building exteriors are colored in earth-tone shades to blend with the high cliff to the west. A short
stretch of State Highway 276, about two miles northeast of the Facility, provides the only convenient
public view of the Facility (Figure 3-30). From the highway, the only signs of activity at the Facility are
vehicles.

The stacks, one rising about 100 ft and several others about 80 to 90 ft above plant grade, do not appear
in silhouette from the State Highway 276. The largest building in the complex is about 140 ft by 180 ft in
plan dimensions, and about 60 ft high. Other smaller structures, associated with the ore handling,
preparation and conveying systems, have maximum heights of 60 to 70 ft above the general level of the
plant site. The Facility is not visible from the nearest residence (Figure 3-31).

One national recreation area, two national parks, four national monuments, three national forests and
twelve BLM natural areas exist wholly or in part within a 50-mile radius of the Facility. The Facility is not
visible from any of these areas (Figure 3-32).

3.16 Public and Occupational Health
Radium-226 and uranium particulate concentrations are measured at the Facility air monitoring station
and radon concentrations are measured on the current tailings storage facility. The results of the
effluent monitoring and radon flux measurement program are reported in annual reports to the Utah
Division of Environmental Quality (ARHC, 2023a; 2024a; 2023c).

The License requires one 20-hour to 24-hour sampling of the air station each calendar quarter with the
filters composited and analyzed for natural uranium and radium-226 on a semi-annual basis. No
airborne effluent concentration limits were exceeded at the Facility in the last decade.

In 2023, a total of one hundred radon flux measurements were measured on a quarterly frequency,
consisting of twenty-five measurements per quarter. The resulting average radon flux for 2023 was 15.0
pCi/m2-sec (2022 was 10.1 pCi/m2-sec ) with a standard deviation of 8.1 pCi/m2-sec, a minimum sample
measurement of 0.7 pCi/m2-sec (MDL of 0.5) and a maximum sample measure of 37.5 pCi/m2-sec. In
2023, Anfield complied with the 20 pCi/m2-sec standard for the tailings cell radon flux emissions
regulation (ARHC, 2023c).

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3.17 Waste Management
Mill tailings and other 11e.(2) Byproduct Material wastes were placed in the current Tailings Storage
Facility. Contaminated wastes are generated as part of the milling process. Used or worn-out
equipment or materials with economic value may be sold and shipped off site only after the equipment
and materials are surveyed and the contamination levels are below the values specified in NRC
Guidelines for Decontamination of Facilities and Equipment Prior to Release for Unrestricted Use or
Termination of Licenses for Byproduct, Source, or Special Nuclear Material, (NRC, 1987). Cleaning of the
equipment and salvageable materials may be necessary to meet the release limitations.

Equipment and materials that do not meet the release limitations and materials which have little to no
salvage value, are currently stored within the restricted area of the Facility. Such materials include filters
and obsolete or worn-out equipment. Non-salvageable, contaminated materials will be placed in the
tailings storage facility as per 10 CFR Part 40 which will ultimately be covered in place. The materials will
be placed in the tailings storage facility in such a manner as to preclude the formation of voids that
could disrupt the tailings cover by subsidence or differential settling.

The temporary storage of contaminated materials within the Facility restricted area is monitored by the
Radiation Safety Officer or designee (RSO), for external gamma radiation and possible posting as a
radiation/contamination area.

Trash, rags, wood chips, and other solid debris, from office buildings, plant buildings, not limited to
florescent light bulbs containing mercury, and batteries, are collected disposed in a licensed facility.

Sewage disposal is conducted in accordance with the requirements of the permit issued by the Bureau
of Water Pollution Control of the Utah State Division of Health. The permit was approved in 1979.

No effluents are released into waters of the United States. Therefore, no request has been made to
obtain a UPDES permit under UAC R317-8-3.

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4.0 RADIOLOGICAL AND OTHER ENVIRONMENTAL IMPACTS FROM PROPOSED ACTION
Radiological and other environmental impacts from the Proposed Action have been assessed from
normal operations as well as from accidents at the Facility and from transport of ore and yellowcake to
and from the Facility, respectively.

The basis for environmental monitoring programs for radionuclides was developed using the MILDOS -
AREA modeling code version 4.21 developed by Argonne National Laboratory (MILDOS). MILDOS was
designed as a primary licensing and evaluation tool to provide an accurate analysis of uranium facilities
for critical licensing and regulatory decisions. It is used to perform compliance evaluations and routine
radiological impact analyses for various uranium recovery operations. MILDOS adopts many
assumptions in conjunction with input parameters detailed in United States Nuclear Regulatory
Commission (NRC) guidance.
Exhibit C.1 of the License Renewal Application details the use of MILDOS at the Facility for the purpose
of evaluating potential radiological dose impacts for the 2024 License Renewal Application . The
activities addressed include uranium and vanadium milling operations for a maximum of 1,000 tons per
day processing capacity and on-site waste management in the tailings storage facility. Table 4-1 provides
a summary of the MILDOS modeling results.

4.1.1 Non-radiological Impacts
Due to the inherent remoteness of the Facility, non-radiological offsite impacts such as increased noise
and traffic in the area will be minimal. The Facility provides its own electrical power from onsite diesel
power generators. No public power utilities service the Facility.

Non-radiological solid and liquid effluents from routine mill operations are contained within engineered
structures within the Facility and have limited to no potential for offsite impact.

Radon airborne effluents from the single 30.6-acre tailings storage facility are compliant with the
requirements of 40 Code of Federal Regulations (CFR) Part 61 and 10 CFR 40 Appendix A. Non-
radiological gaseous effluents are limited mainly to kerosene evaporation in the solvent extraction
process and ammonia emissions from the yellowcake drying furnace as described the License Renewal
Application. The potential offsite impacts of these emissions are evaluated below.

The kerosene loss due to evaporation was estimated to be 8 gallons (24 kg) per day through three roof
vents operating collectively at 36,000 cfm (1,467,720 cubic meters per day). Given this information, the
daily average kerosene air concentration in the effluent would be 0.0164 mg/m3 (= (24 kg/d*1000
mg/kg)/1,467,720 m3/d). The 8-hour time weighted average (TWA) threshold limit value (TLV) for
kerosene is 200 mg/m3 (ACGIH, 2006). The average effluent concentration at the point of release is
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much less than the 8-hour time weighted average threshold limit value. Thus. any potential offsite
human impacts would be minimal.

Using a similar approach for ammonia, the concentration of ammonia in yellowcake dryer stack
emissions is 5 ppm. The 8-hour time weighted average threshold limit value for ammonia is 25 ppm
(ACGIH, 2006). Again, the average effluent concentration at the stack is lower than the 8-hour time
weighted average threshold limit value. Potential offsite human impacts would be minimal.

4.2 Environmental Effects of Accidents
The radioactive materials handled at the Facility have specific activities on the order of 10-9 Ci/g for the
tailings, 10-9 Ci/g for the ore, and 10-6 Ci/g for the refined yellowcake product. Because of the low
specific activities, releases of large quantities are required to produce significant human health and
environmental impacts. Engineering controls generally limit the potential for large -scale releases even
during accidents. However, in the event of an accident exceeding any regulatory reporting threshold,
Anfield will make regulatory notifications consistent with Utah Administrative Code (UAC) R313-15-
1202. Four categories of plant-related accidents involving radioactivity have been considered as well as
releases of hazardous chemicals:

1. Trivial incidents
2. Small releases to the environment
3. Large release to the environment
4. Transportation accidents
5. Releases of hazardous chemicals

Trivial incidents include spills, ruptures in tanks or plant piping containing solutions or slurries, overfilling
process tanks, and the rupture of a tailings pond retention system pipe in which the tailings slurry is
released into the tailings facility. Small releases include failure of the air-cleaning system serving the
concentrate drying and packaging area or in the yellowcake drier.

Large releases include a tornado dispersing material from the mill buildings or tailings storage facility. In
the 1998 license renewal application (Plateau, 1998), a large release of tailings solution off site was
considered. A recent design change calls for the separation of the liquid from the tailings slurry following
placement of the tailings in the tailings storage facility. The liquids will be transferred to the lined
process ponds. The location of the process ponds is such that if a breach of the pond embankment
occurred with a loss of liquid, the liquid would be contained upstream of the south dam within the
restricted area. Therefore, this potential accident has been eliminated from further consideration.

4.2.1 Trivial Incidents Involving Radioactivity
The following accidents at the Facility caused by human error or equipment failure should not result in
the release of radioactive material to the environment. If an accident of this nature occurs, site specific
accident response procedures will be followed.
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Leaks or Ruptures in Tanks or Piping
Uranium-bearing slurries and solutions are contained in several tanks comprising the leach, washing,
clarification, and precipitation stages of the mill circuit. Human error during the filling or emptying of
tanks or the failure of valves or piping in the circuit might be expected to occur several times annually
during normal operations. Large spills from tank failures or uncorrected human error might involve the
release of several hundred pounds of uranium in the liquid phase to the mill floor. However, the entire
content of each tank would be contained within the mill sumps and the spill retention dike and
therefore should not reach the environment.

Rupture of Pipe in the Tailings Disposal System
The maximum throughput of the mill is approximately 1,000 tons of ore per day. Operating three shifts a
day approximately 40 metric tons (44 tons) per hour of sands, silt and clay -sized particles are
transported to the tailings storage facility through the tailings disposal system piping. This material is
transported as a slurry (approximately 49 percent solids), which contains mill chemicals and radioactive
materials. Within the tailings storage facility, the liquids are then separated from the solids and pumped
to the nearby process ponds. Occasional ruptures in the tailings slurry pipeline may be expected to
occur. A rupture would allow liquids to flow into the secondary containment, an 18-inch diameter
polyethylene half pipe supporting the slurry pipeline. The liquids would then flow by gravity to the
tailings storage facility. Fresh water from the mill can then be used to flush any residual materials in the
trough into the tailings storage facility. Should a design for separation of the tailings solution at the CCD
circuit be feasible, the mitigation measures for controlling releases will be designed into the system.

4.2.2 Small Release Involving Radioactivity
The following accidents, caused by human error or equipment failure, are likely to release small
quantities of radioactive materials to the environment. The releases, however, are expected to be small
in comparison with the annual release from normal operations. If an accident of this nature occurs, site
specific accident response procedures will be followed.

Air-Cleaning System Failure in the Yellowcake Drying Area
The off-gases from the yellowcake drying operation, which contain entrained solid particles of
yellowcake, pass through a wet scrubber which collects roughly 98 percent of the solid material,
depending on particle size. Should the scrubber fail, excessive quantities of yellowcake could be released
to the environment. The stack is routinely monitored for uranium and the circuit is checked
approximately every four hours of operation. Under conditions of scrubber failure, drier operations
would be terminated until the scrubber is repaired. Although quantitative data on failures of wet dust
collectors are unavailable, a catastrophic scrubber failure is highly unlikely. Progressive failure, in which
case the plugging of vents causes back pressure, would be readily detectable during operational checks
and result in inefficiencies, rather than complete failure.
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Drying and packaging operations will be terminated when controls are inoperative. When the checks
indicate the equipment is not operating within the range prescribed for peak efficiency, actions shall be
taken to restore parameters to the prescribed range. When this cannot be done without shutdown and
repairs, drying and packaging operations shall cease as soon as practicable. Operations will not be
restarted after cessation due to off normal performance until needed corrective actions have been
identified and implemented. Any such cessations, corrective actions, and restarts will be reported to the
UDEQ/DWMRC in writing within 10 days of the subsequent restart.

Gas Explosion in the Yellowcake Drying Operation
A diesel-fuel-fired furnace is used to dewater the yellowcake slurry after the filter wash operation. The
furnace consists of several hearths enclosed within a large cylinder. The off-gas from the drier is vented
through a wet scrubber. An explosion in the drier or the fuel piping, however, could blow off the duct
work associated with the ventilation system and disperse yellowcake into the mill workspace.

The consequences of explosion accidents are limited by the concentration of heavy material that can be
maintained in the air, estimated to be approximately 100 mg/m3. For a room with a volume on the order
of 1,004 m3, the quantity of yellowcake released to the room air is estimated to be approximately 100g.
Based on the conservative assumptions that (1) all of the material would be swept out into the
environment when the room is ventilated and (2) that 100 percent of the insoluble particles are in the
respirable size range, the office receptor would receive an total effective dose equivalent (TEDE) of 0.3
mrem. The above calculation was made using MILDOS (see Exhibit C.1 of the License Renewal
Application).

If such an event were to occur, downwind unrestricted areas would be surveyed for excess alpha
activity. It is reasonable to expect that typical public land use, such as cattle grazing and recreation, of
the downwind unrestricted areas would be temporarily limited until the areas are surveyed and
reclaimed if needed. Contaminated soils could be removed and recycled through the mill circuit or
disposed of in the tailings storage facility, thereby minimizing any long-term environmental impact.

4.2.3 Large Release Involving Radioactivity
There only conceivable accident that could release large quantities of radioactive materials to the
environment resulting in significant environmental and health impacts assumes that a tornado strikes
the yellowcake processing area. If an accident of this nature occurs, site specific accident response
procedures will be followed.

High winds, thunderstorms and dust devils are frequent in spring and summer and may occasionally
cause slight damage in their paths. Although tornadoes are an infrequent occurrence and tend to be less
destructive than those appearing further east, their maximum probable impact has been estimated. In a
typical tornado, the wind speed approximates 240 mph, of which approximately 190 mph is rotational
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and 50 mph is translational. The Facility structures are not designed to withstand a tornado of this
intensity.

The nature of the milling operation is such that little could be done to secure the Facility even with
advance tornado warning. It is not possible to accurately predict the release during such an event. A
conservative approach was adopted where it is assumed that two days' production of yellowcake is in
the process piping (2,480 kg) and will be released. In addition, it is assumed that 48 drums containing 16
metric tons (18 tons) of yellowcake are onsite when the tornado strikes; and that all of the unpackaged
and 15 percent of the containerized material is released. Thus, the tornado is assumed to cause about
4,880 kg (10,736 lb) of yellowcake (equivalent to the contents of fourteen 55 -gallon drums) to become
airborne.

Analysis using MILDOS (see Exhibit C.1 of the License Renewal Application) indicated a total effective
dose equivalent (TEDE) to a Ticaboo resident of 38 mrem while the dose equivalent to the lung was
estimated to be 317 mrem. The total effective dose to the south, southwest resident was calculated to
be 49 mrem while dose equivalent to the lung was estimated to be 387 mrem.

Given this scenario and the estimated ground deposition of uranium in the model output, soil
remediation of unrestricted areas south of the Facility would be required. It is reasonable to expect that
typical public land use, such as cattle grazing and recreation, of the downwind unrestricted areas would
be temporarily limited until the areas are reclaimed. Contaminated soil could be removed and recycled
through the mill circuit or disposed of in the tailings storage facility, thereby minimizing any long-term
environmental impact.

4.2.4 Transportation Accidents

Transportation of material to and from the Facility can be classified into three categories:

1. Shipments of refined yellowcake from the Facility,
2. Shipments of ore from the mine to the Facility, and
3. Shipments of process chemicals from suppliers to the Facility.

An accident in each of these categories has been considered. If a transportation related accident occurs,
site specific accident response procedures will be followed.

Shipments of Yellowcake
The refined yellowcake product is placed in 55-gallon drums, classified by the Department of
Transportation as Type A packaging (49 CFR Parts 171-189 and 10 CFR Part 71), holding an average of
750 lb. It is assumed that the yellowcake will be shipped 2,400 km (1,500 miles) by truck to a conversion
plant in Metropolis, Illinois. The average truck shipment contains approximately 48 drums, or 36,000
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pounds of yellowcake. Approximately 48 yellowcake shipments will be occur annually. Published
accident statistics set the probability of a vehicle accident at approximately 1.4 x 10-6/km (DOT, 2003).

The annual probability of a vehicle accident while transporting the yellowcake to the conversion plant is
0.16, or approximately one accident in six years. Using the method proposed in NUREG-0706 (NRC,
1980), a wind speed of 5 m/s, and a release time of 24 hours, the environmental release fraction is
0.009. Assuming all uranium particles are in the respirable size range and a population density of 7.5
persons per square mile, the 50-year collective dose commitment to the lungs of the nearby general
population was calculated to be 0.7 person rems (see Exhibit C.1 of the License Renewal Application).

The assumptions in the calculations are conservative since the spilled yellowcake would be cleaned up
as rapidly as possible to prevent spread of the contamination.

Shipments of Ore to the Facility
While all sources of ore to be milled have not been identified, it is assumed that ore will be hauled in
trucks from the Slick Rock Mine and the Velvet-Wood Mine, both of which are owned by Anfield (Figure
3-7). Ore is assumed to be hauled in trucks a maximum distance of 200 miles . The Slick Rock Mine in
San Miguel County, Colorado is approximately 190 road miles from the Facility. The Velvet -Wood Mine
is approximately 177 road miles from the Facility.

A conservative estimate of the respirable fraction of ore dust in a truck is 0.01 (NRC, 1980). A maximum
of 9,118 or an average of 5,460 trucks per year will be required to supply the mill at full capacity. Using
the accident rate of 0.16 per kilometer and 322 km per roundtrip, three or four accidents are predicted
per year. It should be noted that the NRC (1980) predicts that 55 percent of these accidents will be
minor accidents with no release.

It is estimated (NRC, 1980) that only one percent of the ore is in the respirable range. Applying the same
0.009 release fraction, the average respirable quantity to be released in an accident is only 2.04 kg (4.5
lb). Since the specific activity of the ore is three orders of magnitude less than that of yellowcake, it is
obvious that the radiological exposure to this release is very small. Therefore, it is easy to conclude that
the radiological impact of ore transport is considered insignificant.

Shipments of Chemicals to the Facility
The most serious trucking accident involving the transportation of chemical to the Facility would most
likely involve the shipment of anhydrous ammonia. The probability of a truck accident is 1.4 x 10 -6/km,
but not all of those predicted accidents would release ammonia. If, however, large amounts of
ammonia were released, humans could be impacted.

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4.2.5 Releases of Hazardous Chemicals
The potential environmental effects from accidents involving nonradiological material are expected to
be small. Ducting and ventilation systems in the solvent extraction and precipitation areas are designed
to vent and dilute the chemical vapors emitted and protect the workers from hazardous fumes. Failure
of these ventilation systems may result in the short-term collection of these vapors in the building air.
Since the vapors would ultimately be discharged to the atmosphere in either case, such a failure would
have no incremental effect on the environment.

A number of chemical reagents used in the process are expected to be stored in relatively large
quantities at the Facility. Specifically, storage tanks are provided for such materials as sulfuric acid,
ammonia, and sodium chlorate. If an overflow or rupture were to occur, drainage of the liquid reagents
would be contained in the sumps and the spill containment dikes.

Ammonia is a chemical which may seriously impact the environment. This event was assessed in
Plateau Resources’ original application (Plateau, 1996). A break in the ammonia storage tank external
piping would result in only a minor release. The line carrying ammonia to the storage tank from the tank
truck could rupture, in which case the release rate is assumed to be limited to 0.2 lbs (100 g) of vapor.
This would be released outside of the building. The truck delivery person would be trained to respond
by avoiding the plume and advising nearby personnel to clear the area until the cloud disperses. The
resulting concentration of ammonia at 2,000 meters was conservatively estimated to average
approximately 35 mg/m3 over the release period. The Occupation Safety and Health Administration
(OSHA) has set the acceptable eight-hour exposure limit at 25 ppm for ammonia and the short-term (15
minutes) exposure level at 35 ppm (ATSDR, 2004). The most restrictive time -weighted average limit for
worker exposure is given as 17 mg/m3 by the American Conference of Government Industrial Hygienists.
Since the exposure duration would be expected to be short compared to exposure in the workplace, no
significant off-site impact should result.

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5.0 ENVIRONMENTAL IMPACTS
The affected environment discussed in Section 3 was considered with respect to each of the three
alternatives. The following sections and Table 5-1 outline the potential impacts to the affected
environment from each of the three alternatives.

5.1 Topography
Under the Proposed Action, the final surface of the tailings storage facility will be approximately 30 to
50 feet higher than the current ground surface in the footprint of the future tailings storage facility. The
final surface will reach a maximum height of 4436 ft -amsl and will be graded to conform with the
general topography of the surrounding area. This elevation is lower than both the bluff to the west and
the flat mesa which contains the mill buildings.

The final surface of the tailings storage facility under Alternative 3 would be higher than the current
surface of the existing tailings storage facility as an additional 97,000 cubic yards of impacted soil and
equipment would be placed in the existing tailings storage facility. The maximum height of the
reclaimed tailings storage facility would be 4,455 feet-amsl and will be graded to conform with the
general topography of the surrounding area. This elevation is lower than both the bluff to the west and
the flat mesa which contains the mill buildings.

The topography of the Facility would not change under that No Action Alternative.

5.2 Land Use Impacts
The current land use at the Facility is milling. No other land use occurs within the private property
boundary. The land use would not change with any of the three alternatives. The land use of the
surrounding area is controlled by the BLM and would not be impacted by any of the three alternatives.

5.3 Demography and Socioeconomic Impacts
No change to the demography or socioeconomics of the area around the Facility would occur under the
No Action Alternative.

The population of the area surrounding the Facility would increase by approximately 95 people under
the Proposed Action if all Facility workers were new to the area and were to live in Ticaboo which would
increase the population of Ticaboo by 95 percent. Likely most Facility worker s would live in several
nearby communities including, Ticaboo and Hanksville. Salaries paid to Facility workers are higher than
the mean salary of approximately $60,000 in the Garfield County which will increase the economy of the
area surrounding the Facility.

The population of the area surrounding the Facility would increase by approximately 20 people under
Alternative 3 if all reclamation workers were new to the area and were to live in Ticaboo which would
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increase the population by approximately 20 percent. Salaries paid to Facility workers are higher than
the mean salaries of approximately $60,000 which will increase the economy of the area surrounding
the Facility for the approximately 18 months of reclamation.

5.4 Transportation Impacts
Traffic projections are based on the available traffic data and contributions from each alternative (Table
3-4). Traffic projections along major Utah roads near the Facility were estimated using a 2.5 percent
yearly rate of increase. Facility related traffic increases to the traffic volumes is provided in Table 5-2.

Non-Facility related traffic projections along Garfield County Road 13383 were estimated using a 2.5
percent yearly rate of increase (Table 5-2).

5.4.1 Proposed Action
Transportation to and from the Facility will primarily involve commuting Facility personnel and service
providers, as well as delivery of consumable items such as ore, diesel fuel, reagents, PPE, and other
materials associated with operating the Facility. In addition, yellowcake and vanadium will be
transported from the Facility to the enrichment facilities and new drums will be delivered periodically.
Ore is assumed to be hauled in trucks a maximum distance of 200 miles. The sources of the ore will
likely be the Slick Rock Mine and the Velvet-Wood Mine, both of which are owned by Anfield (Figure 3-
7). The Slick Rock Mine in San Miguel County, Colorado is approximately 190 road miles from the
Facility. The Velvet-Wood Mine is approximately 177 road miles from the Facility.

Only uncontaminated domestic waste and material or decontaminated material meeting unrestricted
release criteria will be transported from the Facility. The primary modes of transportation are
automobiles and trucks. Transportation of ore, supplies, and yellowcake to and from the Facility and to
the conversion facility is subject to Department of Transportation regulations, and state and local laws.

Facility related traffic increases to the traffic volumes in provided in Table 5-2. The assumptions to the
projected traffic include 25 trucks per day from the Velvet -Wood Mine, 15 trucks per day from the Slick
Rock Mine. Both of these assumptions are based on the maximum daily ore deliveries rather than the
average, to be conservative.

Approximately eight trucks per day are assumed to travel from Interstate 70 to the Facility delivering
consumables and other supplies. Approximately 30 personal vehicles per day were assumed to travel to
the Facility from Ticaboo. Facility related traffic will increase all vehicular traffic on all roads other than
Garfield County Road 13383 between 1 percent and 15 percent (Table 5-2). Truck traffic would increase
by one percent to 100 percent. The 100 percent increase is for the road s from the Velvet-Wood Mine
and on Garfield County Road 13383 as no existing truck traffic was identified on these roads. In general,
truck traffic would increase between 1 and 45 percent on other roads.

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Mill traffic on Garfield County Road 13383 would include Facility personnel, delivery of consumable
items such as ore, diesel fuel, empty drums for yellowcake, reagents, PPE, and materials associated with
the Facility and shipment of filled drums of yellowcake. Facility related traffic will add approximately 30
cars and 48 trucks per day to Garfield County Road 13383. The total Facility related traffic on this road
would be less than 150 vehicles per day.

The seven-year projected traffic volumes along Garfield County Road 13383 are well below the range of
300 vehicles per day, which is the traffic volume at which American Association of State Highway and
Transportations Officials recommends paving rural roads. The existing gravel surfaces, with regular
maintenance such as grading, should provide adequate roadways for the Facility and recreational users.

5.4.2 No Action Alternative
No additional truck or Facility traffic would occur as a result of the No Action Alternative.

5.4.3 Alternative 3
For approximately 18 months to 2 years, 20 workers will be employed at the Facility for
decommissioning and reclamation. It is assumed that these workers would live in Ticaboo. These
additional personal vehicles would increase the traffic between Ticaboo and the Facility by
approximately five percent. Intermittent deliveries of equipment and supplies would likely increase
traffic by less than ten percent.

5.5 Geology and Soil Impacts
The Proposed Action would involve excavation of soil impacted by the 1982 tailings spill and grading of
the area for South Cell construction and excavation and construction of the process ponds in portions of
areas that have not previously been disturbed. Soil in this area is predominantly Badland-Rock outcrop
complex with some Moenkopie fine sandy loam. The removal of the impacted soil and grading for
construction of the South Cell will cause irretrievable loss of the soil and bedrock, if any, in this area. As
discussed in Section 3.7, the Badland-Rock outcrop complex has limited use for wildlife and is not
suitable for grazing. Additionally, borrow sources would be disturbed as discussed in Exhibit B.3 of the
License Renewal Application to provide material to complete the reclamation of the Facility. Soil and
rock would be lost in those areas as well.

No areas of the property that are undisturbed would be disturbed in t he No Action Alternative.
Therefore, no soil or bedrock would be lost as a result of this action.

Alternative 3 would result in the excavation of soil impacted by the 1982 tailings spill and other
impacted soil in areas that were previously disturbed. The disturbance would likely involve less than
one acre of the Badland-Rock outcrop complex soil. Additionally, borrow sources would be disturbed as
discussed in the approved Reclamation Plan (Hydro-Engineering, 2005) to provide material to complete
the reclamation of the Facility. Soil and rock would be lost in those areas as well.
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5.6 Water Resources Impacts
No surface water exists at the Facility. Therefore, there would be no impacts to surface water from any
of the alternatives. The NRC identified that the design features of the impoundment as approved in the
Reclamation Plan (Hydro-Engineering, 2003) that would be implemented in Alternative 3 will prevent
any adverse effect to the ephemeral surface waters of the Shootaring Canyon drainage basin and
corresponding flow to the Shitamaring Creek and Hansen Creek drainage basins (NRC, 2003).

The restricted area of the Facility as proposed for the Proposed Action is designed for zero discharge of
surface water. Any precipitation that results in flow inside the restricted area would be routed to ponds
or the tailings storage facility. The cover on the South Cell would slope to promote runoff into designed
channels to facilitate flow.

Under the Proposed Action, the South Cell of the tailings storage facility will be lined with compacted
clay, 60 mil textured high density polyethylene geomembrane, high density polyethylene geonet, 60 mil
textured high density polyethylene geomembrane, and two 10 ounce nonwoven geotextiles (Figure 1 -6).
This engineered liner of the South Cell would act to protect groundwater from the disposed tailings.
Storage tanks will be enclosed in containment structures to ensure that spills do not reach groundwater.

No changes would occur to the Facility that could impact groundwater under the No Action Alternative.

Under Alternative 3, impacted soil would be excavated and placed in the area of existing tailings. The
tailings would then be reclaimed in accordance with the approved Reclamation Plan (Hydro-Engineering,
2005). The NRC (2003) identified that the approved cover for the existing tailings storage facility would
prevent the migration of contaminants from the impoundment.

5.7 Ecological Resources Impacts
Surveys for the presence of threatened and endangered species were conducted for the original
application in the late 1970s and again in 2008 (Appendix A). No threatened and endangered species
were identified in the vicinity of the Facility.

Neither the No Action Alternative nor Alternative 3, would have water impounded that could attract
wildlife. Under the Proposed Action, the South Cell would have water impounded that could potentially
attract wildlife. If wildlife were to solely use the tailings storage facility, impacts could occur. The NRC
assessed impacts to terrestrial and aquatic biota (NRC, 1979) and determined that significant impacts to
wildlife were not expected but the actual extent of those impacts could not be quantified.

5.8 Air Quality Impacts
No air quality impacts are anticipated from the No Action Alternative. Anfield has performed routine
effluent monitoring for the facility beginning during operations and continuing through 2023 as
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discussed in Section 3.11. No airborne effluent concentration limits were exceeded in 2022 or 2023. All
results were near analytical lower limits of detection.

Under Alternative 3, short-term impacts to the local ambient air quality from fugitive dust and vehicle
exhaust may occur as a result of excavation, grading, and hauling activities. The NRC (2003) identified
that given the short duration of decommissioning and reclamation and the sparse population, no
significant adverse impacts to members of the public would occur .

The Proposed Action could cause impacts to the local ambient air quality from fugitive dust and vehicle
exhaust as a result of excavation, grading, hauling, truck and personnel vehicle travel to and from the
Facility, the use of diesel generators, and radon from the tailings storage facility.

5.9 Noise Impacts
The NRC (2003) identified that the noise from trucks and other equipment would probably be audible
from areas within 0.3 miles of the Facility. The nearest residence to the Facility is greater than one mile
from the Facility. None of the alternatives would have noise impacts that would be discernable at a
greater distance than that identified by the NRC.

5.10 Historic and Cultural Impacts
Cultural surveys have conducted at the Facility as discussed in Section 3.14. The No Action Alternative
would not involve additional disturbance at the Facility. The Proposed Action would include disturbance
in areas that have previously disturbed or previously surveyed with the potential exception of a portion
of the area where the process ponds would be installed (Figures 3-29 and Figure 1-4). Alternative 3
would disturb no areas that have not been previously disturbed or that have not been previously
surveyed.

Anfield is required by License Condition 9.7 to perform a cultural survey prior to disturbing any areas not
previously surveyed for cultural resources prior to disturbance of those areas. Anfield will notify the
Director and the Office of State Historic Preservation if artifacts are discovered during disturbance. No
impacts to historic or cultural resources would occur under any of the three alternatives.

5.11 Visual/Scenic Resources Impacts
As discussed in Section 3.15 and shown on Figure 3-30, the Facility is visible along a section of Highway
276. It is not visible from the nearest residence (Figure 3-31). The No Action Alternative would change
no Facility features and therefore have no impact on visual or scenic resources. The Proposed Action
involves constructing the South Cell of the tailings storage facility, two process ponds and a few new
structures in the mill area (Figure 1-4). None of the proposed new features would be higher than
current features at the Facility. Therefore, these proposed features would not change the visibility of
the Facility from Highway 276 and would not impact visual or scenic resources. Alternative 3 would
involve removal of the buildings at the Facility, placement of buildings, equipment, and soil above the
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release criteria into the existing tailings storage facility and capping that facility. Building removal would
eliminate the visibility of the Facility from Highway 276.

No impacts to visual or scenic resources are anticipated from any of the alternatives.

5.12 Socioeconomic Impacts
Implementation of the Proposed Alternative will require a total staff of approximately 95 at the Facility
for the life of the Facility. In the near term, construction personnel will be imported and require
temporary housing. This is expected to have a significant positive effect on the local area.

The No Action Alternative would have no impacts on the demography or economy of the area.
Alternative 3 is to reclaim and decommission the Facility. Facility staff would be increased to
approximately 20 for the duration of the decommissioning, which is estimated to be 18 months, creating
a positive short-term economic impact on the local area.

5.13 Public and Occupational Health Impacts
The No Action Alternative has a low potential for occupational exposure because routine activities are
conducted by one person. Only routine monitoring and site maintenance is occurring at the Facility. No
milling or construction is occurring.

The potential for occupational exposure under the Proposed Action is intermediate based on milling
activities conducted at the Facility. Facility personnel could potentially be exposed to radionuclides
during operational activities at the Facility. As discussed in Exhibit C.1 to the License Renewal
Application, MILDOS model output identified the person likely to receive the highest dose from the
licensed operation is a hypothetical office worker who spends 2000 hours per year working in the
administrative building, which is outside of the current and proposed restricted area but near the
current and proposed ore stockpile areas. The modeled dose to this individual was a maximum total
effective dose equivalent of 84 mrem per year (mrem/year). This dose was primarily due to radon-222
emanation from the current ore stockpile. Due to the conservatism built into this estimate, it is unlikely
that any member of the public will have the potential to exceed 100 mrem/year which is the public dose
limit.
During operations, any individual working within the restricted area for several days or more will be
trained and managed as a radiation worker. Therefore, it is most appropriate to compare potential
doses nearest the sources to occupational radiation dose limits (5,000 mrem/year total effective dose
equivalent consistent with UAC R313-15-301(1) (a)). Dose estimates distant from the Facility are well
below, less than 5 mrem/year total effective dose equivalent in all occupied areas, the public dose limit
of 100 mrem/year.

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Alternative 3 has a low to intermediate potential for occupational exposure during the 18 -month
reclamation period. Facility personnel could potentially be exposed to radionuclides during reclamation
activities at the Facility.

The public could potentially be exposed to ore and tailings disposed in the tailings storage facility in
Alternative 3 and the Proposed Action. This exposure could result from releases of radon gas and from
direct gamma radiation from the impoundment. Additionally, the public could potentially be exposed to
radiological impacts resulting from soil contaminated with 11e.(2) Byproduct Material.

5.14 Waste Management Impacts
Under the No Action Alternative, equipment and materials that do not meet the release limitations and
materials which have little to no salvage value, are currently stored within the restricted area of the
Facility. Such materials include filters and obsolete or worn-out equipment. The temporary storage of
contaminated materials within the Facility restricted area is monitored by the Radiation Safety Officer or
designee (RSO), for external gamma radiation and possible posting as a radiation/contamination area.

Trash, rags, wood chips, and other solid debris, from office buildings, plant buildings, not limited to
florescent light bulbs containing mercury, and batteries, are collected disposed in a licensed facility.
Sewage disposal is conducted in accordance with the requirements of the Bureau of Water Pollution
Control of the Utah State Division of Health.

Under the Alternative 3, mill tailings and other 11e.(2) Byproduct Material wastes are placed in the
current Tailings Storage Facility. Equipment and materials that do not meet the release limitations and
materials which have little to no salvage value, will be placed in the tailings storage facility as per 10 CFR
Part 40 which will be covered. The materials will be placed in the tailings storage facility in such a
manner as to preclude the formation of voids that could disrupt the tailings cover by subsidence or
differential settling.

Under the Proposed Action, mill tailings and other 11e.(2) Byproduct Material wastes are placed in the
existing tailings storage facility. Contaminated wastes are generated as part of the milling process. Used
or worn-out equipment or materials with economic value may be sold and shipped off site only after the
equipment and materials are surveyed and the contamination levels are below the values specified in
NRC Guidelines for Decontamination of Facilities and Equipment Prior to Release for Unrestricted Use or
Termination of Licenses for Byproduct, Source, or Special Nuclear Material, (NRC, 1987). Cleaning of the
equipment and salvageable materials may be necessary to meet the release limitations.

Equipment and materials that do not meet the release limitations and materials which have little to no
salvage value, will be placed in the tailings storage facility as per 10 CFR Part 40 which will ultimately be
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covered. The materials will be placed in the tailings storage facility in such a manner as to preclude the
formation of voids that could disrupt the tailings cover by subsidence or differential settling.

Trash, rags, wood chips, and other solid debris, from office buildings, plant buildings, not limited to
florescent light bulbs containing mercury, and batteries, are collected disposed in a licensed facility.
Sewage disposal is conducted in accordance with the requirements the permit issued by of the Bureau
of Water Pollution Control of the Utah State Division of Health.

No effluents are released into waters of the United States. No impacts from waste management are
anticipated to result from any of the alternatives.

5.15 Unavoidable Adverse Environmental Impacts
Unavoidable adverse environmental impacts associated with operating the Facility includes the release
of small quantities of radionuclides, diesel exhaust from operating the electrical generator and large
equipment, and vehicle exhaust from workers going to and from work. In addition, mill workers hired to
support the operations will be exposed to direct radiation as well as airborne radionuclides.

The incidence of occupational safety accidents and the severity of the accidents are expected to be
similar to those at other operating mills. Other sources for accidents arise from vehicular travel to and
from the Facility. Facility workers will normally drive from nearby Ticaboo or from the Hanksville area.
In addition, it is estimated that a maximum of 40 ore trucks per day will be received at the Facility
creating additional traffic on Highways 191, 95, and 276.

The Proposed Action and the Alternative 3 could potentially create a higher number of industrial
accidents and total radiation exposure than the No Action Alternative since the number of employees
will be greater and the exposure period longer. The Proposed Action could potentially create a slightly
higher radiation exposure than reclaiming and decommissioning the Facility under Alternative 3.

5.16 Irreversible and Irretrievable Commitments of Resources
The Proposed Action requires significant energy and water consumption. Diesel generators are used to
supply electrical power to the Facility. Diesel power levels and thus diesel fuel consumption would be
significantly less for Alternative 3, especially over the long term. Also, industrial chemicals are
consumed in the milling process.

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6.0 MITIGATION MEASURES
Three areas of potential adverse impact are identified in Section 4, above, which include potential
impacts to ecological receptors, geology and soil, air quality, the public, and occupational workers. No
mitigations are necessary for impacts from or changes to land use, noise, historical and cultural
resources, visual and scenic resources, socioeconomic, or waste management as discussed in Section 4.

Potential adverse impacts to ecological receptors relate to potential access to and exposure to process
fluids in lined process ponds and the tailings storage facility under the Proposed Action. The ponds and
tailings storage facility will be surveyed daily in accordance with standard operating procedures to
identify if bird use is occurring. If bird use is identified, best management practices and potential
mitigation measures include placement of reflective ribbon on T-posts and placement of predatory
decoy birds (i.e., falcons and owls) around the pond perimeters to create visual deterrents for bird use
of the ponds. Best management practices will continue to be implemented to ensure no adverse
impacts to the other environmental media or receptors occur under the Proposed Action. Section 7.0
discusses ecological monitoring.

Overall potential occupational worker risks from construction, operation, maintenance, and
decommissioning associated with all the alternatives is considered low and potential exposures will be
reduced to ALARA via the use of standard operating procedures, radiation work permits, worker
training, and occupational health monitoring in accordance with the GRP Radiation Protection Plan.

The Reclamation and Decommissioning Plan and the License Renewal Application specifies tailings
storage facility design to limit release of radon and direct gamma radiation. Additionally, radiation
surveys will verify the adequacy of reclamation activities to ensure there will be no significant adverse
radiological impacts to member to the public. The public will be protected from the 11e.(2) Byproduct
Material at the Facility through access controls and land ownership.

The loss soil and rock in the borrow areas for material for construction and reclamation of the tailings
storage facility will be an unavoidable adverse, irreversible, and irretrievable commitments of resources.
These borrow areas will be graded to approximate original grade and reseeded. The soil beneath the
South Cell and other soil at the Facility that has been impacted by 11e.(2) Byproduct Material will be
unavoidable adverse, irreversible, and irretrievable commitment of resources with no mitigation.

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7.0 ENVIRONMENTAL MEASUREMENTS AND MONITORING PROGRAMS
7.1.1 Operational Airborne Monitoring
Anfield has performed routine effluent monitoring for the facility beginning during operations and
continuing through 2023. Air samples were collected at one location north of the tailings storage facility,
indicated as Location 6 on Figure 3-28. This location is referred to as AP-3 in the routine effluent
monitoring reports and is presented as location AP-10 in the Compliance Monitoring Plan (ARHC, 2018).
Sampling results for 2022 and 2023 are presented in the semiannual Effluent Monitoring Reports (AR HC,
2023b; 2024b). No airborne effluent concentration limits were exceeded in 2022 or 2023. All results
were near analytical lower limits of detection.

During operations, Anfield will demonstrate compliance with public radiation dose limits by
demonstrating that the total effective dose equivalent to the individual likely to receive the highest dose
from the licensed operation does not exceed 100 mrem year-1 using measured concentrations of
radionuclides at environmental sampling stations. All environmental air monitoring sites (Figure 3-28)
are accessible throughout the year, are served by electric power or solar, and meet the criteria for air
particulate monitoring site locations as specified in Regulatory Guide 4.14 (NRC, 1980).

The basis for environmental monitoring programs for radionuclides was developed using the MILDOS -
AREA (MILDOS-AREA code, version 4.21 developed by Argonne National Laboratory) modeling code and
is presented in Exhibit C.1 of the License Renewal Application. This radiological dose model indicates
that potential doses to offsite receptors (Figure 3-5) are unlikely to approach the public dose limits in
UAC R313-15-301 or the ALARA constraint for airborne emissions of radioactive material in UAC R313-
15-101 (Table 4-1).

Environmental particulates are measured using continuous air sampling stations, and radon -222
concentrations are monitored continuously using track etch detectors which are exchanged quarterly
(Table 7-1 and Figure 7-1). The quarterly exchange frequency allows the detector sufficient time to
accumulate a response that is large enough to provide good counting statistics using routine readout
procedures by the vendor.

Action levels for both the stack and environmental monitoring programs are based on sampling results
and trend analyses. If individual environmental sampling results approach 10 CFR 20, Appendix B, Table
2 effluent concentrations or trends of increasing concentrations as a function of time are observed in
either the stack or environmental sampling results, the RSO will investigate the cause of the trend. If the
air particulates concentrations exceed 10 CFR 20, Appendix B, Table 2 effluent concentrations, the RSO
promptly notifies management and the UDEQ/DWMRC. Corrective actions, to be developed with
UDEQ/DWMRC, would likely require adjustments, maintenance, or repair of the stack scrubber systems.

7.1.2 Other Environmental Monitoring
The operational monitoring program and interim monitoring programs were designed to meet the
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following criteria presented in Regulatory Guide 4.14 (NRC, 1980):
1. Sample vegetation from animal grazing areas near the mill site in the direction of the highest
predicted airborne radionuclide concentrations. 

2. Sample soils and measure gamma radiation at each of the locations chosen for air particulate
samples. 

While exposure to radionuclides in vegetables and meat contributes only a very small fraction of the
potential public dose (see Exhibit C.1 of the License Renewal Application), it is possible that locally
produced food and forage could contribute to human doses. Both soil and vegetation monitoring will
occur at the air monitoring stations (Figure 3-28). Soil and vegetation monitoring programs are intended
to demonstrate that radiological impacts and potential public doses from these pathways are low. Fish
sampling and sediment sampling are not conducted because of the lack of streams flowing through the
facility.
Any increasing trend for a monitored parameter will be investigated by the ERHS/RSO or their staff to
determine the cause and identify potential corrective actions.
A new meteorological station was installed near the administration building on July 20, 2023 (Figure 3-
28). The 10-meter meteorological tower is instrumented with sensors to continuously record wind
speed and wind direction, vertical wind speed, temperature, delta temperature, relative humidity, solar
radiation, barometric pressure, precipitation, and evaporation near ground level. Data integration
duration will be one-hour with hourly recording of mean speed, mean wind direction, and mean wind
stability (as degrees sigma theta). In addition, precipitation, relative humidity, and solar radiation will be
recorded.
The data from the meteorological station will be retrieved monthly by an independent meteorological
contractor where the data will be correlated and presented in a meteorological report, which may be
incorporated into the semiannual effluent monitoring report.
7.2 Ecological Monitoring
Wildlife surveys of the process ponds and the tailings storage facility will be conducted in accordance
with standard operating procedures. If wildlife is identified on the process ponds or the tailings storage
facility, the presence of wildlife and the measures taken to deter wildlife from the ponds are noted on
the Wildlife Observation and Dispersal Form. Any bird death is reported to the appropriate authorities.

7.3 Surface Water Monitoring
No surface water monitoring is proposed. No identified springs are reasonably close and downgradient
from the process facility and no surface water discharges are proposed. Further, all drainages adjacent
to the process facility are ephemeral and only flow in response to short and intense rainfall events.
Sufficient engineered controls on process material and wastes, routine inspections, and other
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monitoring are proposed to make sampling of ephemeral surface drainages unnecessary.

7.4 Groundwater Monitoring
Groundwater monitoring for operational conditions will be performed at the ten locations identified on
Figure 7-2, Table 7-2, and detailed in the Groundwater Monitoring Sampling and Analysis Plan (Exhibit
B.4 of the License Renewal Application). The groundwater sampling locations were designed to
promptly identify any potential seepage entering groundwater from the tailings storage facility and
process ponds. The primary monitoring location for prompt detection of potential leakage is the leak
detection system of the double lined pond retention systems in both the process ponds and the tailings
storage facility. All wells are screened in the uppermost aquifer, which is hosted by the Entrada
Sandstone. These wells include:
• upgradient groundwater well (RM1) not influenced by potential Facility operational impacts to
act as an observation point for up gradient water quality trends that are not related to site
activities but that could potentially impact site water quality over time
• point of compliance (POC) groundwater monitoring points (POC 1 through POC 5) for assessing
the tailings disposal cell and Process Pond liner performance (POC 6 through POC 8) for
protecting groundwater quality with respect to groundwater compliance limits
• operational groundwater monitoring wells for assessment of groundwater quality with respect
to potential operational sources (e.g., Well RM2R and the ore stockpile)
The locations of the point of compliance monitoring points were located considering the criteria
stipulated in Regulatory Guide 4.14 (NRC, 1980) and a numerical groundwater flow and transport model
(Exhibit B.5 of the License Renewal Application), which the supports the rationale for point of
compliance well spacing of approximately 400 feet and a 50-foot long screen length that span the water
table. The points of compliance are placed at the downgradient edge of the tailings storage facility
slope and process pond margins (Figure 7-2). Table 7-2 summarizes the well construction information
for existing groundwater program wells and wells for both operation conditions and post -operations
(post-reclamation but before license termination).
If individual sampling results approach 10 CFR 20, Appendix B, Table I values for groundwater samples
which are obtained within the restricted area of the Facility, or above levels identified in the
Groundwater Discharge Permit UGW170003, or if trends of increasing concentrations as a function of
time are observed, the ERHS/RSO staff investigates the cause of the problem. If the presence of
groundwater contamination is confirmed, the ERHS/RSO promptly notifies management and the
UDEQ/DWMRC as outlined in the Compliance Monitoring Plan and the groundwater Sampling and
Analysis Plan. Corrective actions, to be developed with UDEQ/DWMRC, would likely involve
identification of the source of the contamination and may involve mitigating measures.
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When mill reclamation commences, the process ponds will be reclaimed and the wells RM2R, POC 6,
POC 7, and POE 8 will be abandoned in accordance with State requirements. The tailings embankment
will be regraded to a 5 horizontal to 1 vertical slope in accordance with the Reclamation and
Decommissioning Plan (Figure 7-3, also see Exhibit B.3 of the License Renewal Application). This will
require abandonment of POC 3 and POC 4, which will be replaced by wells POC 9 and POC 10 located at
the downgradient toe of the regraded embankment at a comparable spacing and depth as POC 3 and
POC 4 (Figures 7-2 and 7-3, and Table 7-2).
Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

52 | Page Environmental Report
April 2024

8.0 SUMMARY OF ENVIRONMENTAL CONSEQUENCES
There are no identified adverse impacts to land use, transportation, visual or scenic resources, or
socioeconomics. The potential for adverse impacts has been identified to ecological resources, geology
and soil, air quality, and occupational and public health from all alternatives has been identified (Table
8-1).

The potential for occupational health impacts is low for all alternatives. The No Action Alternative has a
low potential for occupational exposure because routine activities are conducted by one person. The
potential for occupational exposure under the Proposed Action is intermediate based on milling
activities conducted at the Facility. Best management practices and the use of personal protective
equipment, worker training, and monitoring can be utilized to mitigate potential impacts. Alternative 3
has a low to intermediate potential for occupational exposure during the 18-month reclamation period.
Best management practices and the use of personal protective equipment, worker training, and
monitoring can be utilized to mitigate potential impacts.

The public could potentially be exposed to ore and tailings disposed in the tailings storage facility in
Alternative 3 and the Proposed Action. This exposure could result from releases of radon gas and from
direct gamma radiation from the impoundment. Additionally, the public could potentially be exposed to
radiological impacts resulting from soil contaminated with 11(e.)2 Byproduct Material. The Reclamation
and Decommissioning Plan and the License Renewal Application specifies tailings storage facility design
to limit release of radon and direct gamma radiation. Additionally, radiation surveys will verify the
adequacy of reclamation activities to ensure there will be no significant adverse radiological impacts to
member to the public. The public will be protected from the 11(e.)2 Byproduct Material at the Facility
through access controls and land ownership.

Because there are no adverse impacts to any connected surface water, the only potential for adverse
ecological impacts is from continued potential wildlife exposure to contaminated water in the process
ponds and the tailings storage facility. Under the Proposed Action, this potential for exposure and
adverse impacts possible for the time the ponds and tailings storage facility contain fluid . Under the No
Action Alternative and Alternative 3, the ponds and the tailings storage facility do not contain fluid and
there would be no potential impact to ecological resources.

Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

53 | Page Environmental Report
April 2024

9.0 REFERENCES
Agency for Toxic Substances and Disease Registry (ATSDR). 2004. Toxicological Profile for
Ammonia. Atlanta, GA: U.S. Department of Health and Human Services, Public Health
Service.

American Conference of Governmental Industrial Hygienists (ACGIH) 2006. TLVs and BEIs Based
on the Documentation of the threshold Limit Values for Chemical Substances and
Physical Agents & Biological Exposure Indices .

Anfield Resources Holding Corp. (Anfield). 2018. Compliance Monitoring Plan

Anfield Resources Holding Corp. (ARHC). 2023a. Shootaring Canyon Uranium Facility Effluent
Report First Half 2023. Anfield Resources Holding Corp. August.

Anfield Resources Holding Corp. (ARHC). 2023b. Shootaring Canyon Uranium Facility Semi -
Annual Groundwater Monitoring Report First. Anfield Resources Holding Corp. August.

Anfield Resources Holding Corp. (ARHC). 2023c. National Emission Standards for Hazardous Air
Pollutants (NESHAPs) 2023 Radon Flux Measurement Program. UT Air Quality ID 14169

Anfield Resources Holding Corp. (ARHC). 2024a. Shootaring Canyon Uranium Facility Effluent
Report Second Half 2023. February.

Anfield Resources Holding Corp. (ARHC). 2024b. Shootaring Canyon Uranium Facility Annual
Groundwater Monitoring Report 2023. August.

Blanchard, P. J. (Blanchard). 1986. Ground-Water Conditions in the Lake Powell Area, Utah.
Technical Publication No. 84, State of Utah, Department of Natural Resources.

Colorado Department of Transportation (CDOT). 2024. Average Annual Traffic Data. Access
March 2024.

Environmental Restoration Group, Inc., Tetra Tech, Inc, and Wright Environmental Services, Inc.
(ERG et al.) 2017. Environmental Report for Shootaring Canyon Uranium Processing
Facility, Revision 1a. March.

Hydro-Engineering, 1998. Ground-Water Hydrology of the Shootaring Tailings Site. August 28,
1998. Prepared by Hydro-Engineering, L.L.C., 4685 East Magnolia, Casper, WY 82604.

Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

54 | Page Environmental Report
April 2024
Hydro-Engineering, 1999. Aquifer Properties of New Wells and Recommended Sampling Rates.
Prepared for Plateau Resources Limited. November.

Hydro-Engineering, 2003. Tailings Reclamation and Decommissioning Plan for Shootaring
Canyon Uranium Project

Hydro-Engineering, 2005. Tailings Reclamation and Decommissioning Plan for Shootaring
Canyon Uranium Project, December. Prepared by Hydro-Engineering, and
Environmental Restoration Group, Inc.

Hunt, C. B.; Averitt, Paul; and Miller, Ralph L., (Hunt et. al., 1953) Geology and Geomorphology
of the Henry Mountain Region. USGS Professional. Paper 228,

Mathis. 2000. Capitol Reef National Park and Vicinity Geologic Road Logs, Utah, in: P.B.
Anderson and D.A. Sprinkel (eds.) Geologic Road, Trail, and Lake Guides to Utah’s Parks
and Monuments Utah Geological Association Publication 29.
http://www.utahgeology.org/uga29Titles.htmUniversity of Utah.

Morton. 1984. Geology of the Mount Ellen Quadrangle, Henry Mountains, Garfield County,
Utah. Loren B. Morton. Brigham Young University Geology Studies Volume 31, Part 1.
December.

National Oceanic and Atmospheric Administration (NOAA). 2024. Storm Prediction Center
National Severe Weather Database Browser. Accessed March 2024.

Nuclear Energy Institute (NEI). 2024. Nuclear Energy Fact Sheet 2023.

Plateau Resources, Ltd. (Plateau). 1996. Renewal of License for Operating the Shootaring Mil l,
Source Material License UT 0900480, March 1.

Plateau Resources, Ltd. (Plateau). 1997. Environmental Assessment for Renewal of Source
Material License No. SUA-1371. April 1997, Plateau Resources Limited, Shootaring
Canyon Uranium Mill, Garfield County, Utah.

Plateau Resources, Ltd. (Plateau). 1998a. Renewal of License for Operating the Shootaring
Mill”, Source Material License\SUA-1371\NRC Docket No. 40-8698, March 1, 1998.

Plateau Resources, Ltd. (Plateau). 1998b. Ground-Water Hydrology of the Shootaring Tailings
Site. August 28, 1998. Prepared for Plateau Resources, Ltd. by Hydro -Engineering,
L.L.C.,

Plateau Resources, Ltd. (Plateau)., 2006. Operation of Shootaring Canyon Uranium Mill,
Amendment Request for License Number UT 0900480
Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

55 | Page Environmental Report
April 2024

Soil Conservation Service (SCS). 1990.

Tetra Tech, 2008b. Shootaring Canyon Uranium Mill, Tailings Storage Facility Design Report.
May. Prepared for Uranium One USA, Inc.

Tetra Tech, 2008c. Draft Revised Shootaring Canyon Uranium Mill, Tailings Storage Facility
Design Report (draft in progress). October. Prepared for Uranium One USA, Inc.

Uranium One USA, Inc. (Uranium One) 2008. Semi-Annual Ground-water Monitoring of
Shootaring Canyon Facility – 1st Half 2008. August.

US Census Bureau. (Census). 2003. Utah: 2000 Summary Social, Economic, and Housing
Characteristics. April.

US Census Bureau. (Census). 2012. Utah: 2010 Population and Housing Unit Counts. July.

US Census Bureau. (Census). 2024. Quickfacts. Accessed March 2024.

US Department of Commerce (DOC, 2019). Grand Staircase-Escalante National Monument-
Grand Staircase, Kaiparowits, and Escalante Canyon Units and Federal Lands previously
included in the Monument that are excluded from the Boundaries Draft Resource
Management Plans and Final Environmental Impact Statement. Washington, D.C.

US Department of Transportation (DOT). 2003. Traffic Safety Facts 2003: U.S. Department of
Transportation, Washington, D.C.

U.S. Energy Information Administration (EIA). 2024. Form EIA-851Q, Domestic Uranium
Production Report (Quarterly)

US Nuclear Regulatory Commission (NRC). 1979. Regulatory Guide 3.8, Preparation of
Environmental Reports for Uranium Mills.

US Nuclear Regulatory Commission (NRC). 1980. NUREG-0706. Final Generic Environmental
Impact Statement on Uranium Milling, Office of Nuclear Material Safety and Safeguards,
U. S. Nuclear Regulatory Commission, Washington, DC

US Nuclear Regulatory Commission (NRC). 1987. NRC Guidelines for Decontamination of
Facilities and Equipment Prior to Release for Unrestricted Use or Termination of
Licenses for Byproduct, Source, or Special Nuclear Material.

Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

56 | Page Environmental Report
April 2024
US Nuclear Regulatory Commission (NRC). 1997. Environmental Assessment For Renewal Of
Source Material License SUA-1371 Plateau Resources, Ltd. Shootaring Canyon Uranium
Mill, Garfield County. Utah. April. Docket No. 40-8698. Office Of Nuclear Material Safety
And Safeguards, Division Of Waste Management.

US Nuclear Regulatory Commission (NRC). 2003. Environmental Assessment For Plateau
Resources Limited’s Shootaring Canyon Uranium Project, Garfield County, Utah. Division
of Fuel Cycle Safety and Safeguards, Office of Nuclear Material Safety and Safeguards.
September. Docket No. 40-8698, License No. SUA-1371.

Utah Department of Workforce Services (UDWS). 2024. Current County Unemployment.
https://jobs.utah.gov/wi/data/library/employment/countyunemployment.html.
Accessed March 27, 2024

Utah Department of Transportation (UDOT). 2024. Average Annual Traffic Data. Access March
2024.

Wright Environmental Services, Inc. (WESI). 2013. Shootaring Canyon Mill Background
Groundwater Quality Report. Prepared for Uranium One Americas Inc. May.

Woodward-Clyde Consultants (Woodward-Clyde). 1978a. June 16, 1980 revision. Environmental
Report, Shootaring Canyon Uranium Project Garfield County. Prepared for Plateau
Resources Limited.

Woodward-Clyde Consultants (Woodward-Clyde). 1978b. June 1978. Supplement S1
Environmental Report, Shootaring Canyon Uranium Project, Garfield County, Utah.
Prepared for Plateau Resources Limited.

Woodward-Clyde Consultants (Woodward-Clyde). 1978c. September 1978. Supplement S2
Environmental Report, Shootaring Canyon Uranium Project, Garfield County, Utah.
Prepared for Plateau Resources Limited.

Woodward-Clyde Consultants (Woodward-Clyde). 1984. Summary of Ground Water Conditions
in the Vicinity of Plateau Resources Limited, Shootaring Canyon Facility near Ticaboo,
Utah.

Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

TABLES

Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

FIGURES
Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

APPENDIX A
BASELINE WILDLIFE AND VEGETATION SURVEY OF THE FACILITY

SHOOTARING CANYON URANIUM MILLING FACILITY
LICENSE RENEWAL APPLICATION
ENVIRONMENTAL REPORT

Radioactive Material License UT 0900480

APRIL 2024

Submitted By:

Anfield Resources Holding Corp.
10808 S. River Front Parkway
Suite 321
South Jordan, UT 84095

Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

TABLES

Reagents Process
Sulfuric Acid Leach
Sodium chlorate Leach
Flocculent Leach, Countercurrent Decantation, Precipitation
Ammonia Solvent Extraction, Precipitation
Tridecanol, Tertiary Amine, Kerosene Solvent Extraction
Sodium bicarbonate Solvent Extraction
Sodium hydroxide Precipitation
Charcoal (carbon)Precipitation
Table 1-1 Reagents used in the Milling Process
Table 1-2 Plant Stack Emissions
Ore Dump
Pocket
SAG Mill
Leach Tanks
Yellowcake
Centrifuge
and Calciner
Product
Drumming
Laboratory Fume
Hood Manifold
Vanadium
Precipitation
and Ammonia
Removal
Vanadium
Packaging
and Drying
S-11A
S-11B
Emission Control
Equipment
Venturi Wet
Gas Scrubber Demister Venturi Wet
Gas Scrubber
Water Wash
Down
Venturi Wet
Gas Scrubber
Venturi Wet
Gas Scrubber Tier 4 Final Tier 4 Final Tier 4 Final
Collection
Efficiency (percent)99.5 >99.5 99.7 U308 -99.5 99.5 ---
Exit Flow Rate
(cfm)6000 5000 3000 2000 6000 6000
Exit Temperature
(oF)Ambient 60-70 150-200 60 120 120
Exit Diameter (in.)18 18 18 12 18 18
Release Height (ft)a 100 90 90 35 80 80 80 80 80
Note: The amounts of criteria emissions for the diesel generators will be calculated for the Notice of Intent to the Utah Department of Air Quality.
aFeet above ground level
cfm = cubic feet per minute oF = degrees Fahrenheit ft = feet g/m2 = grams per square meter lb/hr = pounds per hour in. = inches
SAG - semi autogenous grinding ppm = parts per million
Effluent
Concentrations/
Emission
Generator Set Exhaust
S-14 S-15 S-15
Ore Dust
0.03-0.05
g/m2
Negligible
amounts of
sulfuric acid
mist and
radon-222
Yellowcake
(90 percent
U308 ) 0.02
lb/hr:
ammonia 5
ppm
Miscellaneous
Vapors
V2 0 5 Dust 0.01-
0.03 g/m3
V205 Dust
0.03-0.05
g/m3
See Note
below.
Stack Number S-1 S-5 S-7 S-12 S-13
See Note
below.
See Note
below.
Table 3-1 Land Cover within 50 Square Miles of the Facility
Land Cover Type Percent of Total Area
Colorado Plateau Blackbrush-Mormon-tea Shrubland 47.28
Colorado Plateau Mixed Bedrock Canyon and Tableland 35.4
Colorado Plateau Pinyon-Juniper Shrubland 3.99
Inter-Mountain Basins Mixed Salt Desert Scrub 2.62
Inter-Mountain Basins Active and Stabilized Dune 2.4
Inter-Mountain Basins Shale Badland 1.7
Colorado Plateau Pinyon-Juniper Woodland 1.5
Inter-Mountain Basins Semi-Desert Shrub Steppe 1.46
Inter-Mountain Basins Semi-Desert Grassland 0.95
Rocky Mountain Cliff and Canyon 0.9
Inter-Mountain Basins Mat Saltbush Shrubland 0.8
Developed, Open Space - Low Intensity 0.33
Inter-Mountain Basins Big Sagebrush Shrubland 0.15
Developed, Medium - High Intensity 0.15
Southern Colorado Plateau Sand Shrubland 0.11
Inter-Mountain Basins Greasewood Flat 0.11
Invasive Southwest Riparian Woodland and Shrubland 0.06
Invasive Annual Grassland 0.04
Open Water 0.03
Invasive Annual and Biennial Forbland 0.02
Rocky Mountain Montane Mesic Mixed Conifer Forest and Woodland 0.02
Inter-Mountain Basins Montane Sagebrush Steppe 0.01
Rocky Mountain Lower Montane Riparian Woodland and Shrubland 0.01
Rocky Mountain Montane Dry-Mesic Mixed Conifer Forest and Woodland 0.002
Table 3-2 Population in the State of Utah and in Counties Near the Facility
County Square
Kilometers Square Miles Population People/km2 People/mi2 Population People/km2 People/mi2 Population People/km2 People/mi2
Garfield 8,329 5,175.15 5,083 0.61 1 5,172 0.62 1 4,735 0.57 0.91
Wayne 3,961 2,461 2,486 0.63 1 2,461 0.62 1.1 2,509 0.63 1.02
San Juan 12,585 7,819.80 14,518 1.15 1.9 14,746 1.17 1.9 14,413 1.15 1.84
Kane 6,421 3,989.95 7,667 1.19 1.19 7,125 1.11 1.8 6,046 0.94 1.52
Iron 6,319 3,926.34 57,289 9.07 17.4 46,163 7.31 14 33,779 5.35 8.60
Plute 1,221 758.44 1,438 1.18 1.9 1,556 1.27 2.10 1,435 1.18 1.89
Beaver 4,157 2,582.90 7,072 1.70 2.7 6,629 1.59 2.60 6,005 1.44 2.32
State of Utah 132,572 82,376.85 3,271,616 24.68 39.70 2,763,885 20.85 33.60 2,233,169 16.84 27.11
Town Square
Kilometers Square Miles Population People/km2 People/mi2 Population People/km2 People/mi2 Population People/km2 People/mi2
Hanksville 3 1.72 158 57 92 314 113 183 344 124 200
Hite 2,615 1,624.80 73 0.03 0.04
Kanab 23 14.44 4,683 202 324 4,312 186 299 4,743 204 328
Monticello 3,593 2,232.66 3,562 1 1.6 3,773 1.1 1.7 3,169 0.9 1.4
Circleville 801 497 1,045 1.3 2.1 1,087 1.4 2.2 972 1.2 2
Ticaboo 267
Notes:
km2 = square kilometers mi 2 = square miles a Census, 2024 c Census, 2003
b Census, 2012
Land Area 2020 Populationa 2010 Populationb 2000 Populationc
Land Area 2020 Populationa 2010 Populationb 2000 Populationc
Population Groups
Population Percentage Population Percentage Population Percentage Population Percentage Population Percentage
Population 3,271,616 5,083 2,486 7,667 14,518
Under 5 years 225,742 6.9 5.5 6.4 5.7 6.1
Under 18 years 902,966 27.6 22.1 22.9 23.2 28.1
65 years and over 392,594 12 24 23.1 23.6 15.2
Population per square mile 39.7 1 1 1.9 1.9
Population Percentage Population Percentage Population Percentage Population Percentage Population Percentage Population Percentage
Total population (2020)3,271,616 5,083 2,486 7,667 14,518 149
White alone 2,944,454 90 4,585 90.2 2,349 94.5 93.9 49 139 93.3
Black or African American alone 52,346 1.6 36 0.7 17 0.7 1 0 0
American Indian and Alaska Native alone 44,167 1.5 152 3 27 1.1 1.8 47 5 3.4
Asian alone 1,466 2.8 66 1.3 27 1.1 1 1 0
Native Hawaiian and Other Pacific Islander alone 530 1.2 20 0.4 5 0.2 0.1 0.1 1 0.7
Two or More Races 43 2.9 224 4.4 62 2.5 2.4 2.5
Hispanic or Latino 80 15.1 386 7.6 174 7.0 5.6 6.7
White alone, not Hispanic or Latino 33 76.7 4,336 85.3 2,200 88.5 89.1 45 4 2.7
Labor
In civilian labor force, total percent of population over
16years (2018-2022)69.1 59.3 63.3 57.8 54
In civilian labor force, female percent of population over
16years (2018-2022)61.8 56.5 59.9 60.8 48.3
Income and Poverty
Median household income (in 2022 dollars, 2018-2022)
Individuals below the poverty line 8.2 9.3 11.5 9.2 22.8
U. S. Bureau of Census, Quickfacts, Accessed March 2024
$25,108
Kane County San Juan County
Kane County San Juan County
San Juan CountyKane County
$70,327
Kane County San Juan County
Utah Garfield County Wayne County
$86,833 $56,481 $64,870
Hanksville
Utah Garfield County Wayne County
Utah
Table 3-3 Demographics
Garfield County Wayne County
Utah Garfield County Wayne County
Table 3-4 Daily Vehicle Traffic Data
All Vehicles Trucks All Vehicles Trucks All Vehicles Trucks All Vehicles Trucks All Vehicles Trucks
Colorado 141 104635 SH 141 N/O SH 491 & ROAD 6 560 50 560 50 460 50 520 50
Colorado 141 104638 SH 141 SE/O K8 RD 170 50 170 50 200 50 220 50 220 50
Colorado 141 104637 SH 141 N/O MONTICELLO RD, CR H1, EGNAR 250 40 250 40 270 40 310 50 300 50
Colorado 491 105621 SH 491 NW/O SH 141 3500 760 3500 760 3200 690 2900 630
Colorado 491 105622 SH 491 (OLD SH 666) W/O CR 2.00 @ MP 2800 670 2800 670 260 630 2800 670
Utah 24 015-0095 Goblin Valley State Park vis SR 24 - I-70 781 267 840 288 836 286 803 275 823 48
Utah 24 015-0185 SR 24 Hanksville Buckmaster Draw 5653 2069 6105 2233 5339 2086 5291 1446 5140 343
Utah 70 015-0190 SR 6 West SR 191 North 12596 4724 13603 5101 11901 4659 11795 3700 11463 881
Utah 95 017-0125 SR 276 to Bullfrog Marina via SR 95 - Hite Marina 301 90 324 96 294 116 284 105 282 25
Utah 276 017-0145 SR 95 26 miles South of Hanksville via SR 276 - Ticaboo Lodge 324 85 348 92 316 83 305 80 303 7
Utah 276 017-0150 Ticaboo Lodge via SR 276 - Glen Cyn Natl Rec Area Bndry 627 165 675 177 612 161 591 155 586 14
Utah 276 017-0170 SR 276 - Lake Powell Ferry Dock 126 136 123 119 118
Utah 70 019-0014 SR 19 West Green River 9579 3506 10344 3784 9050 3536 8969 2450 8716 582
Utah 70 019-0015 SR 19 East Green River 10241 4025 11060 4346 9676 3802 9590 3768 9320 900
Utah 70 019-0016 Ranch Exit (Floy)11872 5034 12821 5425 11217 4747 11117 4704 10804 1342
Utah 70 019-0020 SR 191 Crescent Junction Moab 10152 4609 10964 4977 9592 4354 9506 4315 9238 1434
Utah 70 019-0035 SR 128 Cisco Whitehouse 9164 4472 9896 4832 8658 4228 8581 4190 8339 1429
Utah 70 019-0040 North Cisco 8971 4486 9688 4842 8476 4236 8400 4198 8163 1443
Utah 70 019-0041 Ranch Exit (Cottonwood)8952 4476 9667 4832 8458 4227 8383 4189 8147 1441
Utah 70 019-0045 Westwater - Colorado State Line 8190 4095 8845 4420 7738 3867 7669 3833 7453 1318
Utah 128 019-0060 Castle Valley via SR 128 - I 70 364 93 391 100 355 91 343 87 340 6
Utah 191 019-0077 Center St via SR 191 (Main St) - 500 W Moab 16116 4190 15878 4124 14051 4468 14729 4073 14412 709
Utah 191 019-0080 500 W via SR 191 - SR 128 Moab 15150 3939 14926 3891 13209 3887 13846 3358 13548 488
Utah 191 019-0086 SR 279 via SR 191 - Arches Natl Park *ATR* 421 12101 4574 13211 5000 9708 3718 11133 3919 10851 926
Utah 191 019-0090 Arches Natl Park via SR 191 - SR 313 Dead Horse Point 9646 4765 10530 5204 7743 3827 8880 4388 8655 1558
Utah 191 019-0091 SR 313 Dead Horse Point via SR 191 - I 70 Crescent Jct 9501 4693 10373 5126 7627 3769 8746 4322 8524 1535
Utah 95 037-0015 Hite Marina via SR 95 - SR 276 Halls Crossing 199 84 214 90 194 92 187 86 186 28
Utah 95 037-0016 SR 276 Halls Crossing via SR 95 - SR 275 Natural Bridges 451 78 485 83 440 140 425 118 422 18
Utah 95 037-0025 SR 275 Natural Bridges via SR 95 - SR 191 544 298 585 321 531 291 513 281 509 118
Utah 191 037-0080 SR 95 South of Blanding via SR 191 - 800 S Blanding 3428 881 3548 913 3140 830 3848 580 3686 67
Utah 191 037-0085 800 S via Main St (SR191) - 200 N Blanding 3026 826 3132 854 2772 770 3397 573 3254 74
Utah 191 037-0090 200 N Blanding via Main St (SR191) - Dodge Point 3309 953 3425 987 3031 882 3714 693 3557 98
Utah 191 037-0100 Dodge Point via SR 191 - 4th S Monticello 2757 838 2854 867 2526 769 3095 633 2965 98
Utah 191 037-0105 400 S via Main St (SR 191) - SR 491 (Center St) Monticello 3456 1106 3578 1142 3166 1006 3880 863 3716 145
Utah 191 037-0110 SR 491 (Center St) via Main St (SR 191) - 6th N Monticello 8626 2881 8618 2885 7442 2465 7801 1874 7444 339
Utah 491 037-0171 500 E via Center St - Port of Entry Monticello 3804 1404 3774 1390 3081 1135 3313 1219 3232 228
Utah 491 037-0175 Monticello POE via SR 491 - Colorado State Line *ATR* 324 3551 1310 3523 1298 2876 1060 3092 1137 3017 213
Utah 491 037-0195 SR 491 E Monticello via Ucolo Lisbon Rd 113 115 107 107 106
Utah 24 055-0065 SR 95 Hanksville via SR 24 - Goblin Valley State Park 472 148 507 159 485 153 466 147 477 22
Utah 95 055-0085 SR 24 Hanksville via SR 95 - SR 276 *ATR* 414 756 130 840 145 803 256 771 214 790 34
Utah Garfield County Road 13383
2020 2019 2018StateRouteStationDescription20222021
Table 3-5 Soil Series within 50 Square Miles of Facility
MUSYM Soil Description Farmland Acres Percent of
Total Area
3 Badland-Rock outcrop complex Not prime farmland 7682.1 20.03
60 Moffat loamy fine sand, 2 to 8 percent slopes Not prime farmland 4534.9 11.83
36 Glenberg family Not prime farmland 3860.6 10.07
83 Rizno,warm-Rock outcrop complex Not prime farmland 2421.9 6.32
57 Moenkopie fine sandy loam Not prime farmland 2229.3 5.81
20 Canyon family-Rock outcrop complex Not prime farmland 2193.8 5.72
106 Stormitt gravelly loam, 2 to 15 percent slopes Not prime farmland 2105.5 5.49
107 Stormitt extremely bouldery loam, 4 to 30 percent slopes Not prime farmland 2063.6 5.38
64 Monue loamy fine sand Not prime farmland 1988.6 5.19
92 Rock outcrop-Stormitt-Rizno complex Not prime farmland 1350.2 3.52
35 Farb-Farb,very shallow-Rock outcrop complex Not prime farmland 1168.9 3.05
51 Milok-Chipeta complex Not prime farmland 884.5 2.31
23 Chipeta silty clay, 2 to 15 percent slopes Not prime farmland 839.9 2.19
80 Rizno fine sandy loam, 4 to 15 percent slopes Not prime farmland 776.4 2.02
99 Sheppard loamy fine sand, 2 to 8 percent slopes Not prime farmland 756.4 1.97
38 Green River-Myton families complex Not prime farmland 590.8 1.54
34 Farb-Rock outcrop complex Not prime farmland 481.4 1.26
87 Rock outcrop-Arches complex Not prime farmland 357.4 0.93
74 Pennell-Moenkopie-Rock outcrop complex, 2 to 15 percent slopes Not prime farmland 353.1 0.92
59 Moenkopie-Rock outcrop complex Not prime farmland 323.8 0.84
93 Rock outcrop-Travessilla complex Not prime farmland 268.3 0.70
86 Rock outcrop Not prime farmland 261.7 0.68
73 Pennell fine sandy loam, 2 to 8 percent slopes Not prime farmland 261.2 0.68
69 Otero-Glenberg families complex Not prime farmland 258.5 0.67
63 Montosa family, 4 to 8 percent slopes Not prime farmland 156.5 0.41
15 Blackston gravelly fine sandy loam, 8 to 30 percent slopes Not prime farmland 94.9 0.25
72 Pastern cobbly fine sandy loam, 2 to 15 percent slopes Not prime farmland 64.6 0.17
62 Moffat-Sheppard complex Not prime farmland 10.8 0.03
5 Begay fine sandy loam, 2 to 8 percent slopes Not prime farmland 7.7 0.02
Table 3-6 Entrada Sandstone Horizontal Groundwater Flow Gradients
Groundwater
Elevation 1
Groundwater
Elevation 1
Lateral
Offset Gradient
(ft-amsl)(ft-amsl)(ft)(ft/ft)
RM1 4271.5 RM14 4256.94 1,000 NA 0.015
RM1 4271.5 RM19 4255.05 1230 298 0.013
RM1 4271.5 RM18 4255.26 1300 705 0.012
RM1 4271.5 RM7 4253.49 1330 482 0.014
RM1 4271.5 RM20 4248.37 2110 NA 0.011
RM1 2 4272.67 RM15 2 4236.05 3025 NA 0.012
RM7 4253.49 RM20 4248.37 660 225 0.008
RM18 4255.26 RM20 4248.37 675 NA 0.01
RM19 4255.05 RM20 4248.37 775 400 0.009
RM14 4256.94 RM20 4248.37 1025 682 0.008
RM202 4248.58 RM15 2 4236.05 930 NA 0.013
RM2R2 4265.16 RM22 4261.51 220 NA 0.017
0.012 Average
0.017 Maximum
0.008 Minimum
ft-amsl - feet above mean sea level 0.003 Standard Deviation
RM2R data from April 20, 2003, RM2 data from January 27, 2003.
From To Distance (ft)
1 November 5, 2023 water level data, except as noted.
2 RM1 data from November 12, 2003.
Shootaring Canyon Mill
Table 3-7 Calculated Vertical Gradient Between Wells RM8 and RM20
Well
Top of Casing Elevation (ft-amsl)4381.77 4380.83
Casing Stick up (ft-amsl)3.1 1.6
Screen Zone (ft., bgs)57 - 77 131-211
Vertical Well Screen Separation (ft.)104 (The difference between the mid-point of each screen zone)
Date
Depth to Water
(ft, bTOC)
Water Elevation
(ft-amsl)
Depth to
Water
(ft, bTOC)
Water
Elevation
(ft-amsl)
Vertical Gradient
(ft/ft)
11/12/03 58.25 4323.52 129.9 4250.93 0.689
11/30/03 56.8 4324.97 129.2 4251.63 0.696
03/23/04 58.4 4323.37 131.09 4249.74 0.699
06/16/04 57.8 4323.97 129.9 4250.93 0.693
09/21/04 58 4323.77 130.0 4250.83 0.692
11/07/04 58.1 4323.67 129.7 4251.13 0.688
03/20/05 57.9 4323.87 130.0 4250.83 0.693
06/12/05 57.9 4323.87 131.3 4249.53 0.706
09/11/05 58 4323.77 130.6 4250.23 0.698
12/13/05 57.8 4323.97 130.1 4250.73 0.695
03/11/06 57.9 4323.87 130.7 4250.13 0.700
06/11/06 57.4 4324.37 130.7 4250.13 0.705
09/20/06 57.8 4323.97 130.8 4250.03 0.702
12/08/06 58.4 4323.37 130.9 4249.93 0.697
03/10/07 56.9 4324.87 130.1 4250.73 0.704
06/25/07 56.5 4325.27 130.1 4250.73 0.708
08/31/07 57.2 4324.57 130.5 4250.33 0.705
12/04/07 57.45 4324.32 131.2 4249.63 0.709
03/26/08 56.95 4324.82 131.50 4249.33 0.717
06/30/08 57.20 4324.57 131.9 4248.93 0.718
09/24/08 57.88 4323.89 131.68 4249.15 0.710
12/15/08 57.33 4324.44 131.57 4249.26 0.714
02/09/09 57.05 4324.72 131.30 4249.53 0.714
04/13/09 56.79 4324.98 131.65 4249.18 0.720
08/24/09 57.17 4324.60 131.70 4249.13 0.717
10/18/09 57.15 4324.62 131.80 4249.03 0.718
02/01/10 56.40 4325.37 131.82 4249.01 0.725
04/12/10 56.20 4325.57 131.20 4249.63 0.721
06/21/10 56.80 4324.97 131.90 4248.93 0.722
08/17/10 56.60 4325.17 131.93 4248.90 0.724
08/30/10 56.60 4325.17 131.93 4248.90 0.724
10/18/10 56.55 4325.22 132.00 4248.83 0.725
01/24/11 56.00 4325.77 131.20 4249.63 0.723
04/11/11 55.90 4325.87 131.90 4248.93 0.731
07/25/11 55.80 4325.97 132.00 4248.83 0.733
10/17/11 56.38 4325.39 132.00 4248.83 0.727
02/23/12 55.40 4326.37 132.00 4248.83 0.737
04/30/12 55.65 4326.12 132.31 4248.52 0.737
07/23/12 55.45 4326.32 132.30 4248.53 0.739
10/01/12 55.82 4325.95 132.25 4248.58 0.735
02/19/13 54.80 4326.97 132.00 4248.83 0.742
05/13/13 55.00 4326.77 132.30 4248.53 0.743
07/15/13 54.90 4326.87 132.35 4248.48 0.745
11/04/13 54.90 4326.87 132.45 4248.38 0.746
02/24/14 54.70 4327.07 132.40 4248.43 0.747
04/28/14 54.70 4327.07 132.50 4248.33 0.748
07/21/14 54.50 4327.27 132.45 4248.38 0.750
10/27/14 54.50 4327.27 132.60 4248.23 0.751
02/23/15 54.20 4327.57 132.60 4248.23 0.754
05/11/15 54.00 4327.77 132.40 4248.43 0.754
08/10/15 54.00 4327.77 132.60 4248.23 0.756
10/19/15 54.10 4327.67 132.40 4248.43 0.753
03/07/16 54.30 4327.47 132.90 4247.93 0.756
04/29/16 53.45 4328.32 132.05 4248.78 0.756
08/04/16 53.75 4328.02 132.35 4248.48 0.756
10/18/16 53.40 4328.37 132.02 4248.81 0.756
02/15/17 54.40 4327.37 132.22 4248.61 0.748
05/02/17 53.39 4328.38 131.83 4249.00 0.754
07/18/17 54.19 4327.58 132.20 4248.63 0.750
10/31/17 53.95 4327.82 132.10 4248.73 0.751
02/20/18 54.00 4327.77 131.90 4248.93 0.749
04/23/18 54.15 4327.62 132.00 4248.83 0.749
07/09/18 54.31 4327.46 132.22 4248.61 0.749
10/09/18 53.40 4328.37 132.00 4248.83 0.756
01/26/19 54.15 4327.62 132.30 4248.53 0.751
04/28/19 53.55 4328.22 132.10 4248.73 0.755
07/28/19 54.20 4327.57 132.40 4248.43 0.752
11/03/19 53.50 4328.27 132.18 4248.65 0.757
02/16/20 53.27 4328.50 132.12 4248.71 0.758
05/24/20 53.43 4328.34 132.05 4248.78 0.756
07/07/20 53.88 4327.89 132.00 4248.83 0.751
10/04/20 54.00 4327.77 132.30 4248.53 0.753
01/22/21 54.00 4327.77 132.30 4248.53 0.753
04/01/21 53.95 4327.82 132.00 4248.83 0.750
07/09/21 54.10 4327.67 132.25 4248.58 0.751
10/03/21 54.18 4327.59 132.30 4248.53 0.751
02/05/22 54.20 4327.57 132.35 4248.48 0.751
04/02/22 53.90 4327.87 132.05 4248.78 0.751
07/09/22 53.92 4327.85 132.50 4248.33 0.756
10/16/22 53.25 4328.52 132.15 4248.68 0.759
03/10/23 53.50 4328.27 132.12 4248.71 0.756
04/22/23 54.40 4327.37 132.31 4248.52 0.749
07/15/23 53.42 4328.35 132.15 4248.68 0.757
11/05/23 54.52 4327.25 132.46 4248.37 0.749
ft-amsl - feet above mean sea level ft/ft - foot per foot
ft, bTOC - feet below top of casing
ft., bgs - feet below ground surface
RM8 RM20
Wells 25-Jan-03 16-Jan-04 21-Sep-04
OW1A 4243.33 4250.23 4233.13
OW2 4247.8 4241.2 4242.2
OW4 4258.99 4241.24 4242.06
OW1B 4026.03 4026.03 4024.5
OW3 4017.58 4017.88 4017.93
OW1A-OW1B 217.3 224.2 208.63
OW2-OW3 230.22 223.32 224.27
ft-amsl - feet above mean sea level
CARMEL FORMATION
NAVAJO SANDSTONE
Measured Difference in Groundwater Elevation (ft)
Table 3-8 Entrada, Carmel, and Navajo Unit Groundwater Elevation Comparison
Groundwater Elevation
(ft-amsl)
ENTRADA SANDSTONE
Theis Theis
Early Time Late Time
RM15 360 ----360 48.13 350 0.14 --Hydro-Engineering, 1999
RM1 ----420 --420 56.15 350 0.16 0.0006 Hydro-Engineering, 1999
RM2 ----420 --420 56.15 350 0.16 0.0008 Hydro-Engineering, 1999
RM3 --560 560 --560 74.86 350 0.21 0.00046 Hydro-Engineering, 1999
RM4 560 440 520 --506.67 67.73 350 0.2 0.00037 Hydro-Engineering, 1999
RM5 600 650 560 --603.33 80.65 350 0.21 0.00096 Hydro-Engineering, 1999
RM6 480 470 490 --480 64.17 350 0.19 0.00033 Hydro-Engineering, 1999
OW1A ----210 --210 28.07 350 0.08 0.00049 Hydro-Engineering, 1999
RM1 63 ------63 8.42 60 0.14 --Hydro-Engineering, 1999
RM2R 7 ----7.8 7.4 0.99 50 0.02 --Hydro-Engineering, 1999
RM3 142 ----134 138 18.45 300 0.06 --Hydro-Engineering, 1999
RM4 ------230 230 30.75 385 0.08 --Hydro-Engineering, 1999
RM4R 6 ----24 15 2.01 100 0.02 --Hydro-Engineering, 1999
RM7 13 ------13 1.74 85 0.02 --Hydro-Engineering, 1999
RM8 5 ------5 0.67 35 0.02 --Hydro-Engineering, 1999
RM9 11 ------11 1.47 25 0.06 --Hydro-Engineering, 1999
RM11 ------1 1 0.13 100 <0.002 --Hydro-Engineering, 1999
RM12 20 ------20 2.67 15 0.18 --Hydro-Engineering, 1999
RM13 13 ----11.2 12.1 1.62 75 0.02 --Hydro-Engineering, 1999
RM14 20 ----9.3 14.65 1.96 100 0.02 --Hydro-Engineering, 1999
RM16 6 ----8.4 7.2 0.96 150 0.01 --Hydro-Engineering, 1999
RM17 13 ----12.4 12.7 1.7 80 0.02 --Hydro-Engineering, 1999
RM18 ------------350 0.28 --WESI. 2013
RM19 ------------350 0.03 --WESI. 2013
RM20 ------------350 0.12 --WESI. 2013
WW1 15,800 15,700 17,000 16,166.67 2,161.17 400 5.403 --Hydro-Engineering, 1999
OW1B 22,600 21,300 19,800 21,233.33 2,838.48 400 7.096 0.0049 Hydro-Engineering, 1999
OW3 18,800 19,800 19,300 2,580.03 400 6.45 0.005 Hydro-Engineering, 1999
Average Maximum Minimum Standard
Deviation Count
ft/day 0.11 0.28 0.01 0.083 22
cm/s 3.80E-05 9.80E-05 3.50E-06 2.90E-05
ft/day 0.04 0.06 0.02 0.028 2
cm/s 1.40E-05 2.10E-05 7.10E-06 1.00E-05
ft/day 6.316 7.096 5.403 0.855 3
cm/s 2.20E-03 2.50E-03 1.90E-03 3.00E-04
Table 3-9 Aquifer Test Results
RM15 Multi-Well Test Entrada Sandstone
Well
Transmissivity (gpd/ft)
Thickness (ft)
Hydraulic
Conductivity
(ft/day)
Storage Data SourceStraight Line Recovery
Method
Perched Entrada Sandstone
Navajo Sandstone
Average
(gpd/ft)
Average
(ft 2 /day)
Single Well Tests Entrada Sandstone
Multi-Well Test Navajo Sandstone
Hydraulic Conductivity
Entrada Sandstone
Table 3-10 Total Monthly Precipitation Recorded for the Facility and at Selected Regional Stations, 1980-1982 and 2023
Bullfrog
Basin
Marina1
(3822 ft)
Hanksville 1
(4308 ft)
1980 1981 1982 2023 1980 1980
January 1.02 0.00 0.38 NA 1.98 0.59
February 1.04 0.00 0.22 NA 1.27 0.27
March 1.11 0.98 0.16 NA 1.49 1.86
April 0.21 0.08 0.00 NA 0.44 0.32
May 0.18 0.31 0.06 NA 0.52 0.63
June 0.00 0.76 0.00 NA 0.00 0.00
July 0.29 0.53 0.16 0.15 0.08 0.06
August 1.11 0.32 1.94 0.46 0.50 0.23
September 1.33 1.00 1.15 0.07 0.61 2.73
October 0.80 2.13 0.00 0.47 0.50 0.49
November 0.26 0.69 0.89 0.07 0.07 0.10
December 0.28 0.06 0.76 0.16 0.55 0.03
Totals 7.63 6.86 5.72 1.38 8.01 7.31
1 Source: National Climatic Data Center (http://www.ncdc.noaa.gov/oa/climate/online/coop-precip.html)
Month
Precipitation (inches)
Facility
(4650 ft)
Ft - feet
NA - not applicable (not collected)
Table 3-11 Species Observed During the June 2008 Survey
American Crow Corvus brachyrhynchos One individual seen flying in
the distance, off property
Chukar Alectoris chukar Female with 8 young
Common Raven Corvus corax Several seen throughout site
Horned lark Eremophila alpestris Observed and heard singing
Mourning Doves Zenaida macroura Several seen throughout site
Song Sparrow Melospiza melodia Near Dam
Songbird Species not verified Several unidentified species
Sparrows Species not verified Several unidentified species
Starlings Sturnus vulgaris Two starling like birds in the
distance in the tailings cell
Swallow Species not verified Several near cliffs
Western King Bird Tyrannus verticalis Southeast of Buildings Near
Water Tank
Coyote Canis latrans Scat
Desert Cottontail Sylvilagus audubonii Several Individuals and Scat
Hopi Chipmunk Neotamius rufus Several Individuals, mainly
along east boundary
Black greasewood Sarcaliatus vermiculatus
Broom snakeweed Gutierrezia sarothrae
Cheat grass Bromus tectorum
Foxtail Alopecurus spp.
Green Mormon Tea Ephedra vividis
Milkvetch Astragalus spp.
Opuntia Opuntia spp
Rabbit brush Chrysothamnus viscidiflorus
Russian thistle Salsola spp.
Sage Artemisia spp
Salt cedar Tamarix ramosissima
Sand dropseed Sporobolus cryptandrus
Shadscale Saltbush Atriplex confertifolia
Spiny hopsage Grayia spinosa
Western salsify Tragopogon dubius
Yucca Yucca glauca
Vegetation Species
Mammal Species
Avian Species
Common Name Scientific Name Notes
Table 4-1 Radiological Dose to Specific Receptors - Environmental MILDOS Model
TEDE Current
Configuration
TEDE Proposed
Configuration
Maximum
Occupancy
(mrem yr -1 )(mrem yr -1 )(hr yr -1 )
Nearest Ticaboo residence 12 12 1.4 6,570 0.50/0.25 West Northwest >21 at 2%
Cowboy Camp 2 3 1.2 4,380 0.00/0.50 Northwest >21 at 1%
Nearest Residence 3 3 2 6,570 0.50/0.25 North Northeast >21 at 10%
Office Worker 84 59 0.02 2,000 0.23/0.00 South Southwest >21 at 16%
% - percent mi - miles
> - greater than
hr yr-1 - hours per year
kts - knots
mrem yr-1 - millirem per year
TEDE - total effective dose equivalent
Receptor
Distance
from Facility
(mi)
Indoor/Outdoor
Occupancy
Fraction
Predominant Wind
Direction (blowing
from)
Wind Speed (kts) and
Frequency
Table 5-1 Alternative Impacts
Alternative 1 Alternative 2 Alternative 3
No Action Proposed Action Reclamation of the Facility
Topography No change in topography
Final surface of the Tailings Storage
Facility will be 30 to 50 feet higher than
current ground surface but lower than the
surrounding topography
The final surface would be lower than the
maximum height identified in the
Proposed Action but would be higher
than the current ground surface and
lower than the surrounding bluff and
mesa.
Land Use Impacts No change in land use
Land use within the property boundary is
milling and that will not change with
approval of the Proposed Action
Land use within the property boundary is
milling.After reclamation and
decomissioning,all or a portion of the
Facility will be aquired by the
Department of Energy with no access by
the public.
Demography No change in demography
The population of Ticaboo would increase
by 70 people or 70 percent if all Facility
workers settled in Ticaboo.
The population of Ticaboo would
increase by 20 people or 20 percent if all
reclamation workers lived in Ticaboo.
Transportation Impacts No change in transportation
Truck and vehicle traffic will increase
during Facility upgrade and during
operations.The truck traffic to the Facility
would increase
Truck and vehicle traffic will increase
during Facility reclamation and
decommissioning.
Geology and Soil Impacts No change in geology or soil
Excavation of soil impacted by the 1982
tailings spill and grading of the area for
South Cell construction and excavation and
construction of the process ponds in
portions of areas that have not previously
been disturbed.Soil in this area is
predominantly Badland-Rock outcrop
complex with some Moenkopie fine sandy
loam.The removal of the impacted soil
and grading for construction of the South
Cell will cause irretrievable loss of less than
one acre of the soil and bedrock,if any,in
this area.As discussed in Section 3.7,the
Badland-Rock outcrop complex has limited
use for wildlife and is not suitable for
grazing.Additionally,borrow sources
would be disturbed as discussed in Exhibit
B.3 of the License Renewal Application to
provide material to complete the
reclamation of the Facility.Soil and rock
would be lost in those areas as well.
Excavation of soil impacted by the 1982
tailings spill and other impacted soil in
areas that were previously disturbed.The
disturbance would likely involve less than
one acre of the Badland-Rock outcrop
complex soil.Additionally,borrow
sources would be disturbed as discussed
in the approved Reclamation Plan (Hydro-
Engineering, 2005) to provide material to
complete the reclamation of the Facility.
Soil and rock would be lost in those areas
as well.
Water Resource Impacts No change in water resources
The restricted area of the Facility as
proposed for the Proposed Action is
designed for zero discharge of surface
water.Any precipitation that results in
flow inside the restricted area would be
routed to ponds or the tailings storage
facility.The cover on the South Cell would
slope to promote runoff into designed
channels to facilitate flow.
This engineered liner of the South Cell
would act to protect groundwater from the
disposed tailings.Storage tanks will be
enclosed in containment structures to
ensure that spills do not reach
groundwater.
The NRC (2003)identified that the
approved cover for the existing tailings
storage facility would prevent the
migration of contaminants from the
impoundment.
The NRC identified that the design
features of the impoundment as approved
in the Reclamation Plan (Hydro-
Engineering,2003)that would be
implemented in Alternative 3 will prevent
any adverse effect to the ephemeral
surface waters of the Shootaring Canyon
drainage basin and corresponding flow to
the Shitamaring Creek and Hansen Creek
drainage basins (NRC, 2003).
Ecological Resource Impacts No change in ecological resources
The South Cell and process ponds would
have fluid impounded that could
potentially attract wildlife.If wildlife were
to solely use these features,impacts could
occur.The NRC assessed impacts to
terrestrial and aquiatic biota (NRC,1979)
and determined that significant impacts to
wildlife were not expected but the actual
extent of those impacts could not be
quantified.
No change in ecological resources
Air Quality Impacts No change in air quality
The Proposed Action could cause impacts
to the local ambient air quality from
fugitive dust and vehicle exhaust as a result
of excavation,grading,hauling,truck and
personnel vehicle travel to and from the
Facility,the use of diesel generators,and
radon from the tailings storage facility.
The nearest resident is more than one mile
from the Facility and any potential impacts
to air quality would be local.
Short-term impacts to the local ambient
air quality from fugitive dust and vehicle
exhaust may occur as a result of
excavation,grading,and hauling
activities. The NRC (2003) identified that
given the short duration of
decommissioning and reclamation and
the sparse population,no significant
adverse impacts to members of the public
would occur.
Noise Impacts No change in noise
The nearest resident in 1.4 miles east of the
Facility.Construction to upgrade the
Facility and operations at the Facility
would likely not be heard more than 0.3
miles from the Facility
The nearest resident in 1.4 miles east of
the Facility.Equipment operation during
reclamation of the Facility would likely
not be heard more than 0.3 miles from
the Facility
Historic and Cultural Resource Impacts No change in cultural or historic resources
No impacts to cultural or historic resources
as all non-disturbed areas not previously
surveyed will be surveyed before
disturbance.
No impacts to cultural or historic
resources as all non-disturbed areas not
previously surveyed will be surveyed
before disturbance.
Visual/Scenic Resource Impacts No change in visual or scenic resources
The Facility is viewable along a short
stretch of Highway 276.The height of the
Facility and any additional buildings and
features will not be higher than current
features.
The Facility is viewable along a short
stretch of Highway 276.Reclamation
would remove the buildigns which are
visible from Highway 276.
Socioeconomic Impacts No demographic or socioeconomic
impacts
Salaries would be above the median
income of Garfield and the surrounding
counties.Approximately 95 jobs would be
supplied in an area with a 6.7%
unemployment rate.
Salaries would be above the median
income of Garfield and the surrounding
counties.Approximately 20 jobs would
be supplied in an area with a 6.7%
unemployment rate.
Public and Occupational Health Impacts No Public and Occupational Health
Impacts
Public exposure to contaminated soil and
tailings could occur.It is unlikely that any
member of the public will have the
potential to exceed 100 mrem/year which
is the public dose limit.
No additional impacts not identified in
the approved Reclamation Plan.
Nonradiological Impacts No additional non-radiological impacts
Non-radiological gaseous effluents are
limited mainly to kerosene evaporation in
the solvent extraction process and ammonia
emissions from the yellowcake drying
furnace. The average ammonia effluent
concentration at the stack is lower than the
8 hour time weighted average threshold
limit value. Potential offsite human impacts
would be minimal.
No additional impacts not identified in
the approved Reclamation Plan.
Radiological Impacts No additional radiological impacts
Radiologcal impacts during operations are
managed to levels that are ALARA.Post-
reclamation radiologivsl impacvts impacts
are minimized per the proposed
Reclamation and Decommmissioning Plan.
No additional impacts not identified in
the approved Reclamation Plan.
Waste Management Impacts
All wastes generated would be licensed
and managed in existing facilities on-site
under existing procedures,monitoring,
reporting and radiation protection plans.
All wastes generated would be licensed and
managed in existing facilities on-site under
existing procedures,monitoring,reporting
and radiation protection plans.
All wastes generated would be licensed
and managed in existing facilities on-site
under existing procedures,monitoring,
reporting and radiation protection plans.
Affected Environment
Table 5-2 Projected Daily Vehicle Traffic
All Vehicles Trucks All Vehicles Trucks All Vehicles Trucks
All Vehicles
including
Mill
Trucks
including
Mill
Mill percent
of All
Vehicles
Mill percent
of Trucks
Colorado 141 104635 SH 141 N/O SH 491 & ROAD 6 560 50 574 51 683 61 698 76 2 20
Colorado 141 104638 SH 141 SE/O K8 RD 170 50 174 51 207 61 222 76 7 20
Colorado 141 104637 SH 141 N/O MONTICELLO RD, CR H1, EGNAR 250 40 256 41 305 49 320 64 5 24
Colorado 491 105621 SH 491 NW/O SH 141 3500 760 3588 779 4270 927 4285 942 0.4 2
Colorado 491 105622 SH 491 (OLD SH 666) W/O CR 2.00 @ MP 2800 670 2870 687 3416 817 3431 832 0.4 2
Utah 24 015-0095 Goblin Valley State Park vis SR 24 - I-70 781 267 801 274 953 326 993 366 4 11
Utah 24 015-0185 SR 24 Hanksville Buckmaster Draw 5653 2069 5794 2121 6897 2524 6937 2564 1 2
Utah 70 015-0190 SR 6 West SR 191 North 12596 4724 12911 4842 15367 5763 15407 5803 0.3 1
Utah 95 017-0125 SR 276 to Bullfrog Marina via SR 95 - Hite Marina 301 90 309 92 367 109 407 149 10 27
Utah 276 017-0145 SR 95 26 miles South of Hanksville via SR 276 - Ticaboo Lodge 324 85 332 87 395 104 473 182 16 43
Utah 276 017-0150 Ticaboo Lodge via SR 276 - Glen Cyn Natl Rec Area Bndry 627 165 643 169 765 201 795 201 4 0
Utah 276 017-0170 SR 276 - Lake Powell Ferry Dock 126 0 129 0 154 0 184 0 16 0
Utah 70 019-0014 SR 19 West Green River 9579 3506 9818 3594 11686 4277 11694 4285 0.07 0.19
Utah 95 037-0015 Hite Marina via SR 95 - SR 276 Halls Crossing 199 84 204 86 243 103 283 143 14 28
Utah 95 037-0016 SR 276 Halls Crossing via SR 95 - SR 275 Natural Bridges 451 78 462 80 550 95 590 135 7 30
Utah 95 037-0025 SR 275 Natural Bridges via SR 95 - SR 191 544 298 558 306 664 364 704 404 6 10
Utah 191 037-0080 SR 95 South of Blanding via SR 191 - 800 S Blanding 3428 881 3514 903 4182 1075 4222 1115 1 4
Utah 191 037-0085 800 S via Main St (SR191) - 200 N Blanding 3026 826 3102 847 3692 1008 3732 1048 1 4
Utah 191 037-0090 200 N Blanding via Main St (SR191) - Dodge Point 3309 953 3392 977 4037 1163 4077 1203 1 3
Utah 191 037-0100 Dodge Point via SR 191 - 4th S Monticello 2757 838 2826 859 3364 1023 3404 1063 1 4
Utah 191 037-0105 400 S via Main St (SR 191) - SR 491 (Center St) Monticello 3456 1106 3542 1134 4216 1349 4256 1389 1 3
Utah 191 037-0110 SR 491 (Center St) via Main St (SR 191) - 6th N Monticello 8626 2881 8842 2953 10524 3515 10564 3555 0.4 1
Utah 491 037-0171 500 E via Center St - Port of Entry Monticello 3804 1404 3899 1439 4641 1712 4681 1752 1 2
Utah 491 037-0175 Monticello POE via SR 491 - Colorado State Line *ATR* 324 3551 1310 3640 1343 4332 1599 4372 1639 1 2
Utah 491 037-0195 SR 491 E Monticello via Ucolo Lisbon Rd 113 116 0 138 0 163 25 15 100
Utah 24 055-0065 SR 95 Hanksville via SR 24 - Goblin Valley State Park 472 148 484 152 576 181 624 229 8 21
Utah 95 055-0085 SR 24 Hanksville via SR 95 - SR 276 *ATR* 414 756 130 775 133 922 159 970 207 5 23
Utah Garfield County Road 13383 5 0 5 0 6 0 84 78 93 100
Projected 2030
State Route Station Description
2022 Projected 2023
Parameter Locations Condition Frequency Method Analytical Parameters
Stack S-1 (ore dump pocket)Semiannually Grab sample and flow rate
Stack S-7 (yellowcake dryer)Quarterly
Isokinetic sample derived
from EPA stack method 5 and
flow rate
Environmental monitoring
stations During operations
Continuous; weekly filter change
or as required by dust loading;
quarterly composited
Composited filters sent to
offsite laboratory for analysis
Downwind of impoundment and
ore stockpiles During interimA operations Quarterly
Filter collection for 20 hours;
composited semiannually and
sent to offsite laboratory for
analysis
Natural uranium,
radium-226
Radon Environmental monitoring
stations During operations Quarterly Track etch or equivalent Radon-222
External
radiation
Environmental monitoring
stations During operations Quarterly OSLs
Vegetation Environmental monitoring
stations During operations Annually
Grab sample of forage three
times during spring growing
season
thorium-230, radium-
226, lead-210
Soil Environmental monitoring
stations During operations Annually Grab sample of surface soil
Natural uranium,
thorium-230, radium-
226
Meteorology Onsite meteorology station Continuous Continuous
Wildlife Tailings storage facility and
process ponds When fluids are present Daily Record visual observations
OSL - optically stimulated luminescence dosimeters
A Interim operations are defined as periods where the mill is NOT in operation for 30 days or more.
B - List of analytes in the annual groundwater monitoring sampling and analysis plan.
Table 7-1 Environmental Monitoring Excluding Groundwater
Airborne
Particulates
Stacks
Natural uranium,
thorium-230, radium-
226, lead-210
Table 7-2 Compliance Monitoring Wells
RM1 10226358.7 1873050.47 3 487 2.3 4449.4 220-480 157-487 225 L, S Yes Yes Submersible Pump Upgradient of Facility Semi-Annual
RM2R 10224989.2 1874379.63 5 300 1.2 4504.86 250-300 242-300 273 L, S Yes Yes Submersible Pump Operational
(Ore Stockpile)Semi-Annual
POC 1 **4**2**(a)**L, S Yes Yes Submersible Pump POC-Tailings
/Operations Semi-Annual
POC 2 **4**2**(a)**L, S Yes Yes Submersible Pump POC-Tailings
/Operations Semi-Annual
POC 3 **4**2**(a)**L, S Yes Yes Submersible Pump POC-Tailings
/Operations Semi-Annual
POC 4 **4**2**(a)**L, S Yes Yes Submersible Pump POC-Tailings
/Operations Semi-Annual
POC 5 **4**2**(a)**L, S Yes Yes Submersible Pump POC-Tailings
/Operations Semi-Annual
POC 6 **4**2**(a)**L, S Yes Yes Submersible Pump POC–Process
Pond/Operations Semi-Annual
POC 7 **4**2**(a)**L, S Yes Yes Submersible Pump POC–Process
Pond/Operations Semi-Annual
POC 8 **4**2**(a)**L, S Yes Yes Submersible Pump POC–Process
Pond/Operations Semi-Annual
POC 9 **4**2**(a)**L, S Yes Yes Submersible Pump POC-Tailings/Post-
Operations Semi-Annual
POC 10 **4**2**(a)**L, S Yes Yes Submersible Pump POC-Tailings/Post-
Operations Semi-Annual
(a) Field parameters are static water level, pH, temperature and conductivity
(b) Stabilized field parameters are pH and conductivity
L- Groundwater Level Measurement
S - Groundwater quality sample collection and analysis
POC - Point of Compliance
Coordinate system is local coordinates
lsd- depth below land surface
Sample Method Well Purpose FrequencyWellDataRecord Field
Parameters (a)
Record Stabilized
Field Parameters
(b)
Slotted
Casing
(ft - lsd)
Sand Pack
(ft - lsd)
Pump Intake
(ft - lsd)
North
Coordinate
South
Coordinate
Casing
Diameter (in)
Well Total
Depth
(ft -mp)
Stick up
(ft)
Measuring
Point
Elevation
(ft amsl)
Table 8-1 Summary of Environmental Consequences
Impacts Actions to Mitigate Impacts
Unavoidable Adverse/Irreversible and
Irretrievable Commitments of
Resources/Short-and Long-Term Impacts
Adverse Impacts Actions to Mitigate Impacts
Unavoidable Adverse/Irreversible and
Irretrievable Commitments of
Resources/Short-and Long-Term Impacts
Adverse Impacts Actions to Mitigate Impacts
Unavoidable Adverse/Irreversible and
Irretrievable Commitments of
Resources/Short-and Long-Term Impacts
Ecological Resource Impacts None NA NA
The South Cell and process ponds would have
fluid impounded that could potentially attract
wildlife.If wildlife were to solely use these
features,impacts could occur.The NRC assessed
impacts to terrestrial and aquatic biota (NRC,
1979)and determined that significant impacts
to wildlife were not expected but the actual
extent of those impacts could not be quantified.
Best management practices and potential
mitigation measures include placement of
reflective ribbon on T-posts and placement
of predatory decoy birds (i.e., falcons and
owls) around the pond perimeters to create
visual deterrents for bird use of the ponds.
None None NA NA
Occupational Health Impacts
The No Action Alternative has a low
potential for occupational exposure
because routine activities are conducted by
one person and routine monitoring not
milling is occuring . Public exposure to
contaminated soil and tailings could occur.
It is unlikely that any member of the public
will have the potential to exceed 100
mrem/year which is the public dose limit.
Use personal protective equipment,
training, and monitoring. Public exposure
pathway eliminated through land
ownership and long-term active
containment.
NA
Overall intermediate occupational risks from
operations and maintenance activities. Public
exposure to contaminated soil and tailings
could occur. It is unlikely that any member of
the public will have the potential to exceed 100
mrem/year which is the public dose limit.
Use personal protective equipment,
training, and monitoring. Public exposure
pathway eliminated through land
ownership and long-term active
containment.
None
Occupational exposures related to one-
time decomissioning and reclaiming of
Facility which has previously been
identified in the approved Reclamation
Plan.Public exposure to contaminated soil
and tailings could occur.It is unlikely that
any member of the public will have the
potential to exceed 100 mrem/year which
is the public dose limit.
Use personal protective equipment,
training, and monitoring. Public exposure
pathway eliminated through land
ownership and long-term active
containment.
None
Geology and Soil None NA NA
Excavation of soil impacted by a 1982 tailings
spill and grading of the area for South Cell
construction and excavation and construction
of the process ponds in portions of areas that
have not previously been disturbed.Soil in this
area is predominantly Badland-Rock outcrop
complex with some Moenkopie fine sandy loam.
The removal of the impacted soil and grading for
construction of the South Cell will cause
irretrievable loss of less than one acre of the soil
and bedrock,if any,in this area.As discussed in
Section 3.7,the Badland-Rock outcrop complex
has limited use for wildlife and is not suitable for
grazing.Additionally,borrow sources would be
disturbed as discussed in Exhibit B.3 of the
License Renewal Application to provide material
to complete the reclamation of the Facility.Soil
and rock would be lost in those areas as well.
Regrade and reseed borrow areas.
Rock and soil in the area of the tailings
storage facilty and in borrow areas would
be irreversible and irretrievable
commitments of resources.
The impacts to the borrow areas would
potentially be short term as these areas will
be reseeded with an approved see mix.
Excavation of soil impacted by the 1982
tailings spill and other impacted soil in
areas that were previously disturbed.The
disturbance would likely involve less than
one acre of the Badland-Rock outcrop
complex soil.Additionally,borrow
sources would be disturbed as discussed in
the approved Reclamation Plan (Hydro-
Engineering,2005)to provide material to
complete the reclamation of the Facility.
Soil and rock would be lost in those areas
as well.
Regrade and reseed borrow areas.
Rock and soil in in borrow areas would be
irreversible and irretrievable commitments
of resources.
The impacts to the borrow areas would
potentially be short term as these areas will
be reseeded with an approved see mix.
Air Quality Impacts None NA NA
The Proposed Action could potentially cause
impacts to the local ambient air quality from
fugitive dust and vehicle exhaust as a result of
excavation,grading,hauling,truck and
personnel vehicle travel to and from the Facility,
the use of diesel generators,and radon from the
tailings storage facility.The nearest resident is
more than one mile from the Facility and any
potential impacts to air quality would be local.
Air quality impacts during operational phases of
the mill are expected to be below Federal and
State standards.Anfield will control fugitive
dust and radon releases from the tailings
impoundment through spraying and interim
soil covers.Spraying will be used to control dust
emissions from ore stockpiles which are not
immediately processed.
Anfield will control fugitive dust and radon
releases from the tailings impoundment
through spraying and interim soil covers.
Spraying will be used to control dust
emissions from ore stockpiles which are not
immediately processed and on roads.
None
Short-term impacts to the local ambient
air quality from fugitive dust and vehicle
exhaust may occur as a result of
excavation,grading,and hauling activities.
The NRC (2003)identified that given the
short duration of decommissioning and
reclamation and the sparse population,no
significant adverse impacts to members of
the public would occur.
Anfield will control fugitive dust and radon
releases from the tailings impoundment
through spraying and final covers. Spraying
will be used to control dust emissions.
None
Alternative 3 - Reclamation and Decommissioning
Affected Environment
Alternative 1 - No Action Alternative Alternative 2 - Proposed Action
Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

FIGURES
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 1-1
Location of Shootaring Canyon
Uranium Milling Facility
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 1-2
Land Ownership
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 1-3
Facility Features
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 1-4
Proposed Action
Facility Features
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: April 2024
FILE:
Figure 1-5
Proposed Action
Process Flow Diagram
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 1-6
Proposed Action
Tailings Storage Facility Cross Section
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 2-1
Alternative 3
Tailings Storage Facility Reclamation
Source: Hydro-Engineering, 2005
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 2-2
Alternative 3
Facility Features
Source: Hydro-Engineering, 2005
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 2-3
Alternative 3
Tailings Storage Facility Cover Cross Section
Source: Hydro-Engineering, 2005
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-1
Bureau of Land Management
Grazing Allotments
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-2
Bureau of Land Management
Natural Area
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-3
Land Cover
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-4
Populated Area
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-5
Nearest Residence
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-6
2020 Census Population
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-7
Transportation Corridors
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-8
Facility Roads
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-9
Traffic Count Stations
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-10
Henry Mountains Basin Cross Section
Source: Hydro-Engineering, 2005
Facility
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
Source: Hunt, et. al., 1939
Property Boundary
FIGURE 3-11
Regional Geologic Map
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-12
Facility Geologic Column
Modified from Tetra Tech, 2008
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-13
Facility Geologic Map
Source: Tetra Tech, 2008
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-14
Joint Orientations
Source: Woodward Clyde, 1978
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-15
Mapped Fractures and Joint Sets
Source: GeoTrans, 2008
PZ3
PZ2
PZ1
PZ4PZ5
PZ6
RM
1
RM2
R
M
3
R
M
4
R
M
5
R
M
6
RM
7
RM
8
RM9
R
M
1
0
R
M
1
1
RM
1
2
R
M
1
3
RM
1
4
R
M
1
5
OW
3
O
W
4
WW
1
OW
2
OW
1
B
OW
1
A
950
'
WW
2
580'
SCALE: 1"=250'
MILL
OFFICE
RM17
RM4R
RM16
RM
2
R
CROSS VALLEY BERM
SHOO
T
A
R
I
N
G

D
A
M
RM
1
9
RM
1
8
RM
2
1
RM
2
2
RM
2
0
(AFTER HYDRO-ENGINEERING, 1998)
RM1
RM8
PZ1-PZ3
ENTRADA WELL
PERCHED WATER ZONE WELL
DAM PIEZOMETER
OW3
OW4 CARMEL WELL
NAVAJO WELL
--LEGEND--
ABANDONED WELL (NAME UNDERLINED)RM10RM9
1'
3
2
2'
3'
1
LIMITS OF EXISTING
TAILINGS
ANFIELD RESOURCES HOLDING CORP.
FIGURE 3-16
LOCATION OF WELLS AND GEOLOGIC
CROSS SECTIONS
PROJECT:
DATE:
FILE:
ANFIELD
FEBRUARY 2024
2024-01-Basemap
?
2000 600400400
300
1
200
100
RM11
NEUTRON (API)
9000
0
27001800
100
300
200
CARMEL FORMATION
400
DE
P
T
H

(
F
E
E
T
)
DE
P
T
H

(
F
E
E
T
)
?
4000200400 600
300
200
100
NEUTRON (API)
18000900
0
2700
400
0 200 400 600
2000 400600
DE
P
T
H

(
F
E
E
T
)
300
200
1800
NEUTRON (API)
WELL RM150
900
700
WELL RM5
NEUTRON (API)
0 900 1800 2700
100
0
2700
ENTRADA SANDSTONE
DE
P
T
H

(
F
E
E
T
)
6000200400400
300
200
100
900
NEUTRON (API)
0
0 27001800
1'
?
DE
P
T
H

(
F
E
E
T
)
WELL
RM16WELL
RM4WELL RM4RWELL
RM6WELL
RM13WELL
RM17WELL
(OFFSET)
400
300
200
100
0
DE
P
T
H

(
F
E
E
T
)
0 700350
0 2700
1700SANDSTONE
LOWER K
SANDSTONE
LOWER K
4200
3950
4000
3900
4150
4050
4100
4300
4350
4250
4500
4400
4450
EL
E
V
A
T
I
O
N
,

F
T
-
M
S
L
4240.35 4251.44 4239.724239.70 4238.82 4236.05 4238.07 4245.214243.58
ABANDONED WELL DATA (12/03)
(AFTER HYDRO-ENGINEERING, 1998)
EXISTING LAND SURFACE
WELL DEPTH PRIOR
DEEPENING IN 1999
WELL LOCATION, TOTAL DEPTH, AND
SLOTTED OR OPEN HOLE INTERVAL
?
?
ANFIELD RESOURCES HOLDING CORP.
FIGURE 3-17
GEOLOGIC CROSS SECTION 1-1'
PROJECT:
DATE:
FILE:
ANFIELD
MARCH 2024
2023-11-XSECT-FIGS
WELL RM2
4200
3950
4000
3900
4150
4050
4100
0400
300
600200400
NEUTRON (API)
WELL RM3
4300
4350
4250
DE
P
T
H

(
F
E
E
T
)
200
100
2
4500
4400
4450 0
0 27009001800
DE
P
T
H

(
F
E
E
T
)
6004000200400
300
200
2700
WELL RM7
100
NEUTRON (API)
0
0 900 1800
2000400 600400
300
200
DE
P
T
H

(
F
E
E
T
)
NEUTRON (API)
100
900
0
0 27001800
2'
EL
E
V
A
T
I
O
N
,

F
T
-
M
S
L
ENTRADA SANDSTONE
CARMEL FORMATION
EXISITNG LAND SURFACE
WELL
RM2R
DE
P
T
H

(
F
E
E
T
)
6004000200400
300
200
2700
WELL RM18
100
NEUTRON (API)
0
0 900 1800
DE
P
T
H

(
F
E
E
T
)
6004000200400
300
200
2700
WELL RM19
100
NEUTRON (API)
0
0 900 1800
DE
P
T
H

(
F
E
E
T
)
6004000200400
300
200
2700
WELL RM14
100
NEUTRON (API)
0
0 900 1800
4246.52
4256.94
4255.05 4255.26 4261.37
ABANDONED WELL DATA (12/03)
ACTIVE AND MONITORED WELL DATA (11/23)
(AFTER HYDRO-ENGINEERING, 1998)
4260.26
NOTE:
WELLS RM20 AND RM21 ADJACENT TO WELLS RM18 AND RM19
DO NOT SHOW ANY SATURATION IN THE UPPER ENTRADA
ABOVE THE ENTRADA WATER TABLE.
TOP OF CLAY LINER
BELOW TAILINGS
WELL LOCATION, TOTAL DEPTH, AND
SLOTTED OR OPEN HOLE INTERVAL
?
?
?
?
?
?
??
?
?
LOWER K
SANDSTONE
LOWER K
SANDSTONELOWER K
SANDSTONE
?
??
4253.49
ANFIELD RESOURCES HOLDING CORP.
FIGURE 3-18
GEOLOGIC CROSS SECTION 2-2'
PROJECT:
DATE:
FILE:
181692
MARCH 2024
2013-01-XSECT-FIGS
CARMEL FORMATION
ENTRADA SANDSTONE
SANDSTONE
LOWER K
DE
P
T
H

(
F
E
E
T
)
400 0
200
300
DE
P
T
H

(
F
E
E
T
)
200 400 600
400
?200
300
NEUTRON (API)
900
WELL RM15
100
0
0
3
1800 2700 0
100
6004002000
?
18009000 2700
WELL RM9
NEUTRON (API)
DE
P
T
H

(
F
E
E
T
)
400
200
300
6000200400
0
100
0
NEUTRON (API)
WELL RM7
27009001800
ENTRADA SANDSTONE
DE
P
T
H

(
F
E
E
T
)
300
400 0 200 400 600
NEUTRON (API)
WELL RM1
100
200
0
0 900 1800
3'
2700
?
X-VALLEY BERMSHOOTARING DAM NORTH DIKE
WELLRM12
WELL T4
WELLRM10
700 2700
7000400
300
200
100
0
DE
P
T
H

(
F
E
E
T
)
1700
350
DE
P
T
H

(
F
E
E
T
)
6004000200400
300
200
2700
WELL RM20
100
NEUTRON (API)
0
0 900 1800
LOWER K SANDSTONE
4200
3950
4000
3900
4150
4050
4100
4300
4350
4250
4500
4400
4450
EL
E
V
A
T
I
O
N
,

F
T
-
M
S
L
4271.654271.50
4253.494248.37
4308.01
4248.27 4236.05
ABANDONED WELL DATA (12/03)
ACTIVE AND MONITORED WELL DATA (11/23)
4327.25WELL RM8
(AFTER HYDRO-ENGINEERING, 1998)
NOTE:
RM8 DEFINES UPPER WATER LEVEL
ADJACENT TO RM20. WELLS RM7, RM14,
RM21 AND RM22 SHOW THAT THE UPPER
SATURATION DOES NOT EXTEND TO THESE
AREAS.
TOP OF CLAY LINER
BELOW TAILINGS
EXISTING LAND
SURFACE
WELL LOCATION, TOTAL DEPTH, AND
SLOTTED OR OPEN HOLE INTERVAL
?
??
ANFIELD RESOURCES HOLDING CORP.
FIGURE 3-19
GEOLOGIC CROSS SECTION 3-3'
PROJECT:
DATE:
FILE:
181692
MARCH 2024
2013-01-XSECT-FIGS
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-20
Soil Units
4271.50
4260.26
4256.94
4255.264253.49
4255.05
PZ1
PZ4PZ5
PZ6
RM1
RM3
RM4 RM5 RM6
RM7
RM10RM11
RM12
RM13
RM14
RM15
RM17
RM4R
RM16
RM19
RM18
RM21RM22
4271.65
<4289.7 <4280.3
MILL
AREA
CROSS VALLEY
BERM
NORTH
CELL
MAIN
TAILINGS
DAM
SOUTH
CELL
PZ2
PZ3RM9
4327.25
4248.68RM8RM20
EXISTING TAILINGS
DISPOSAL CELL
4305 4
3
0
0
42
9
5
42
9
0
4
3
1
5
43
1
0
4
3
0
5
4
3
0
0
42854280
RM2
RM2R
4270
4265
4260
4255
4250
4245
4260
4260.26 MILL
AREA
OW3 OW4
WW1
OW2
OW1B
OW1A
4234.2
4250.6 (1/16/04)
RM2
RM2R
ANFIELD RESOURCES HOLDING CORP.
FIGURE 3-21
GROUNDWATER ELEVATION IN THE PERCHED
ZONE AND ENTRADA AQUIFER,
NOVEMBER 2023
PROJECT:
DATE:
FILE:
ANFIELD
FEBRUARY 2024
2024-01-Basemap
SCALE: 1"=250'
(AFTER HYDRO-ENGINEERING, 1998)
--LEGEND--
4254.22
4325.95
NOTE:
WATER-LEVEL ELEVATION FOR THE MAIN
ENTRADA AQUIFER IN THIS SOUTHERN
AREA IS BASED ON 2003 DATA.
WATER-LEVEL ELEVATION IN FEET-msl
PERCHED WATER ZONE
ENTRADA PIEZOMETRIC SURFACE
PERCHED WATER ZONE PIEZOMETRIC SURFACE
RM1
RM8
PZ3
ENTRADA WELL
PERCHED WATER ZONE WELL
DAM PIEZOMETER
OW3
OW4 CARMEL WELL
NAVAJO WELL
0 200 400
Scale 1" = 400'
INSET
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-22
Time Series of Measured Groundwater Elevations
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-23
Water Levels and Calculated Vertical
Gradient between RM8 and RM20
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-24
Formations and Deep Wells
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-25
Hansen Creek Watershed
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: April 2024
FILE:
Figure 3-26
Seeps or Springs
Identified in 1984
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-27
Groundwater Wells within 50 Square Miles
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-28
Proposed Environmental Air Monitoring Locations
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-29
Cultural Survey Areas
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-30
View of Facility from Highway 276
Facility
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-31
View of Facility from Nearest Resident
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 3-32
National Units within
50-mile radius of the Facility
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 7-1
Proposed Environmental Monitoring Locations
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 7-2
Operational Groundwater
Monitoring Locations
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: APRIL 2024
FILE:
FIGURE 7-3
Groundwater Monitoring Wells
Post-Operations
Anfield Resources Holding Corp.
Shootaring Canyon Uranium Milling Facility
Radioactive Materials License UT 0900480

APPENDIX A
BASELINE WILDLIFE AND VEGETATION SURVEY OF THE FACILITY

Baseline Wildlife and Vegetation Survey
of the Shootaring Uranium Mill Site,
Garfield County, Utah

Prepared for:

Uranium One

3801 Automation Way
Fort Collins, Colorado 80525
[phone]

Prepared by:

Tetra Tech

3801 Automation Way, Suite 100
Fort Collins, Colorado 80525
[phone]
Fax [phone]
Tetra Tech Project No. 181692/113

July 8, 2008

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 i
TABLE OF CONTENTS

1.0 INTRODUCTION ....................................................................................................................1
1.1 Project Description......................................................................................................1
1.2 Site Description...........................................................................................................1
2.0 WILDLIFE HABITAT SURVEY ..............................................................................................4
2.1 Key Animal Species on Proposed Project Site ...........................................................4
2.2 Wildlife Observation Methods .....................................................................................5
2.2.1 Avian Species ............................................................................................................7
2.2.2 Mammals....................................................................................................................8
2.2.3 Reptiles and Amphibians...........................................................................................8
2.3 Wildlife Observation Results .......................................................................................8
2.3.1 Avian..........................................................................................................................8
2.3.2 Mammals....................................................................................................................9
2.3.3 Reptiles and Amphibians...........................................................................................9
3.0 VEGETATION SURVEY.......................................................................................................10
3.1 Vegetation Survey Methods......................................................................................10
3.2 Vegetation Survey Results........................................................................................10
3.3 Rare Plant Survey.....................................................................................................10
3.4 Noxious Weed Survey...............................................................................................13
4.0 CONCLUSIONS ...................................................................................................................15
5.0 REFERENCES .....................................................................................................................16

LIST OF TABLES

Table 1. List of Garfield County Animal Species of Concern........................................................4
Table 2. List of Animal Species of Concern with Potential Habitat at the Shootaring Mill Site .....5
Table 3. Avian Species Observed During the Shootaring Mill Site Survey...................................9
Table 4. Mammal Species Observed During the Shootaring Mill Site Survey..............................9
Table 5. Vegetation Species Observed During the June 2008 Shootaring Mill Site Survey......10
Table 6. Federally Listed Threatened and Rare Species in Garfield County, Utah ...................12
Table 7. Utah State Listed Noxious Weeds ...............................................................................13

LIST OF FIGURES

Figure 1. Location of Shootaring Canyon Processing Facility .....................................................2
Figure 2. Existing Conditions, Shootaring Canyon Uranium Mill Site ..........................................3

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 ii

LIST OF PHOTOS
Photo 1. Example of a Typical Wildlife Observation Point...........................................................6
Photo 2. Tailings Cell Area at the Shootaring Mill Site .................................................................7
Photo 3. Salt Cedar (Tamarix ramosissimaan) at Base of Dam ................................................14

LIST OF APPENDICES

Appendix A: Garfield County Species of Concern

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 1
1.0 INTRODUCTION
1.1 Project Description
The Shootaring Canyon Uranium Processing Facility (Mill) is located 5.6 km (2.6 miles) north of
the town of Ticaboo, Utah in Garfield County Utah (Figure 1). Until recently the inoperable mill
was owned by Plateau resources. Plateau resources operated the mill for a brief period in 1982,
but the mill has been decommissioned since that period. Recent interest in uranium has enticed
Uranium One, Inc. to purchase and reopen the mill. Revisions to the long-term design for the
tailings storage facility, which consist of constructing two 40-acre cells, and making the facility
feasible for operations, are underway. Uranium One is planning to resume operations as soon
as these improvements to the facility are complete and approval of the Renewal License
Application is obtained from the Division of Radiation Control, Utah Department of
Environmental Quality.

Baseline wildlife and vegetation surveys were conducted in anticipation of operation
commencement. Pursuant to Utah Rule 313-24-3 a re-evaluation of site conditions is required to
update the existing Environmental Report (ER). The objective of the surveys was to assess the
study area for habitat associated with special status animal species and to characterize the
vegetation in the study area. The surveys included:

ƒ A ground survey to assess potential special status animal species habitat within and
nearby areas of proposed development,
ƒ A general bird and mammal identification survey, and
ƒ Vegetation characterization (includes T&E, noxious weeds and wetland/riparian
habitat).

The surveys were conducted in compliance with the regulations set forth in the National
Environmental Policy Act (NEPA) and Utah Rule 68-9 (Utah Noxious Weed Act). The field work
was conducted by Ms. Simone Vannoy and Mr. Vic Meyer.

1.2 Site Description
The Mill site is encircled by a fence encompassing 265 acres (Figure 2). The area includes an
existing tailings site, a milling area, an ore stockpile area, and a quarry area. The wildlife and
vegetation survey occurred within this fenced area.

The climate in the area is classified as arid with an average annual precipitation of
approximately 7 inches. The majority of the precipitation is in the form of rain. Average annual
snowfall depth is approximately 12 inches. Average annual evaporation for the area is
approximately 66 inches. Temperatures in the area range from -33 degrees F to 97 degrees F
(Lyntek, 2008).

The Mill site is located within a valley that narrows to the south of the existing South Dam.
There is a steep butte that runs along the west side of the property with elevations over 4,700
feet above mean sea level (AMSL), whereas much of the Mill site ranges in elevation from 4,360
to 4,470 feet AMSL. A number of low-lying sandstone mesas are located across the site.
These types of cliffs and mesas can be important habitat for cliff nesting animals such as
raptors, cliff swallows (Petrochelidon pyrrhonota), and Mexican spotted owls (Strix occidentalis).
Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 2

Figure 1. Location of Shootaring Canyon Processing Facility

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 4
2.0 WILDLIFE HABITAT SURVEY
2.1 Key Animal Species on Proposed Project Site
Table 1 lists all the designated species of special concern in Garfield County, Utah. This
includes federally and state listed endangered or threatened (T&E) species, species of concern,
and those receiving special management under a conservation agreement. Many of these
species require wetland or riparian habitat, which were not found and are not known to occur on
the Site. These species are generally found in the Henry Mountains located approximately 25
miles north west of the Mill site. Also located within Garfield County is a portion of the Colorado
River, located about 20 miles to the south of the Mill site. Due to lack of sufficient habitat, many
of the animals listed in Table 1 can be excluded from this survey. Table 2 lists only those
species of concern with the potential to inhabit the Mill site. Appendix A lists all the species of
concern, their associated habitat, and an explanation as to their potential occurrence at the Mill
site.

Table 1. List of Garfield County Animal Species of Concern
Common Name Scientific Name State Status
Amphibians and Reptiles
Arizona Toad Bufo microscaphus SPC
Common Chuckwalla Sauromalus ater SPC
Desert Night Lizard Xantusia vigilis SPC
Western Toad Bufo Boreas SPC
Avian
American white Pelican Pelecanus erythrorhynchos SPC
Bald Eagle Haliaeetus leucocephalus S-ESA
Burrowing Owl Athene cunicularia SPC
California Condor Gymnogyps californianus S-ESA
Ferruginous Hawk Buteo regalis SPC
Greater Sage-Grouse Centrocercus Urophasianus SPC
Lewis’s Woodpecker Melanerpes lewis SPC
Long-Billed Curlew Numenius americanus SPC
Northern Goshawk Accipiter gentilis CS
Peregrine Falcon Falco peregrinus SPC
Prairie Falcon Falco mexicanus SPC
Short-eared Owl Asio flammeus SPC
Southwestern Willow Flycatcher Empidonax traillii extimus S-ESA
Spotted Owl Strix occidentalis S-ESA
Three-toed Woodpecker Picoides tridactylus SPC
Yellow-billed Cuckoo Coccyzus americanus S-ESA
Fishes
Bluehead Sucker Catastomus discobolus CS
Bonneville Cutthroat Trout Oncorhynchus clarkii utah CS
Bonytail Gila elegans S-ESA
Colorado Pike Minnow Ptychocheilus lucius S-ESA
Colorado River Cutthroat Trout Oncorhynchus clarkii pleuriticus CS
Flannelmouth Sucker Catostomus latipinnis CS
Humpback Chub Gila cypha S-ESA
Leatherside Chub Gila copei SPC
Roundtail Chub Gila robusta CS
Gastropods
Black Canyon Pyrg Pyrgulopsis plicata SPC
Utah Physa Physella utahensis SPC
Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 5
Table 1. List of Garfield County Animal Species of Concern (continued)
Common Name Scientific Name State Status
Mammals
Allen’s Big-eared Bat Idionycteris phyllotis SPC
Big Free-tailed Bat Nyctinomops macrotis SPC
Brown Grizzly Bear Ursus arctos S-ESA
Fringed Myotis Myotis thysanodes SPC
Henry Mountain Bison Herd Bos bison SPC
Kit Fox Vulpes macrotis SPC
Mule Deer Odocoileus hemiounus SPC
Pygmy Rabbit Brachylagus idahoensis SPC
Spotted Bat Euderma maculatum SPC
Townsend’s Big-eared Bat Corynorhinus townsendii SPC
Utah Prairie Dog Cynomys parvidens S-ESA
Western Red Bat Lasiurus blossevillii SPC
S-ESA Federally-listed or candidate species under the Endangered Species Act.
SPC Wildlife species of concern.
CS Species receiving special management under a Conservation Agreement in order to preclude the need
for Federal listing.
Utah Division of Wildlife, 2007

Table 2. List of Animal Species of Concern with Potential Habitat at the Shootaring Mill
Site
Common Name Scientific Name Status
Bald Eagle Haliaeetus leucocephalus S-ESA
Big Free-tailed Bat Nyctinomops macrotis SPC
Burrowing Owl Athene cunicularia SPC
California Condor Gymnogyps californianus S-ESA
Ferruginous Hawk Buteo regalis SPC
Fringed Myotis Myotis thysanodes SPC
Peregrine Falcon Falco peregrinus SPC
Prairie Falcon Falco mexicanus SPC
Short-eared Owl Asio flammeus SPC
Spotted Bat Euderma maculatum SPC
Spotted Owl Strix occidentalis S-ESA
Townsend’s Big-eared Bat Corynorhinus townsendii SPC
S-ESA Federally-listed or candidate species under the Endangered Species Act.
SPC Wildlife species of concern.
CS Species receiving special management under a Conservation Agreement in order to preclude the need
for Federal listing.

2.2 Wildlife Observation Methods
The survey was conducted June 4, 2008 by Tetra Tech biologists Vic Meyer and Simone
Vannoy. Observations were made throughout the day. The morning temperature was 71
degrees F, with overcast skies. There was a fresh wind of 19 to 24 mph (Beaufort scale code 5).
The mid-day temperature was 77 degrees F with cloudy skies and rain clouds to the northwest.
There was a fresh wind of 19 to 24 mph (Beaufort scale code 5). The afternoon temperature
was 77 degrees F, partly cloudy and stormy skies to the north. There were moderate winds of
13 mph (Beaufort scale code of 4). Later that evening a severe storm moved through the area
with extremely strong winds and rain.

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 6
All roads surrounding the Mill site were driven on June 4, 2008 in both the morning and
afternoon surveys, escorted by an employee of Uranium One. Due to a high level of security at
the Mill site, the survey was not allowed to take place unaccompanied. The midday survey
occurred outside the parameters of the Mill site in order to observe the cliffs for long periods of
time. Several observation points were established from which to observe wildlife. Photo 1 shows
an example of a typical observation point. Cliffs, trees, and sky were observed for signs of
animals for ten to twenty minutes at each point. Observations also took place en route between
observation points.

Photo 1. Example of a Typical Wildlife Observation Point

On-foot surveys were conducted in areas of particularly good habitat or when signs of wildlife
were observed (e.g. nests, animal tracks, or searching for nests of observed birds). On foot
surveys were also conducted at each of the tailings cell areas to identify the potential use of
these areas by wildlife species (Photo 2).

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 7

Photo 2. Tailings Cell Area at the Shootaring Mill Site

2.2.1 Avian Species
2.2.1.1 Special Status Species
A Mexican spotted owl (Strix occidentalis) survey was conducted during daylight hours to
investigate the potential for habitat. It was concluded that there is not sufficient habitat for the
owl at the Mill site; therefore, night time owl calling survey was not conducted. Previous spotted
owl surveys at nearby mining facilities have not indicated the presence of spotted owls in this
area of Garfield County.

Observations for suitable burrowing owl habitat were made during daylight hours. Burrowing owl
habitat consists of open meadow areas and is usually associated with prairie dog, ground
squirrel, badger or armadillo burrows. All areas with meadow or grassland characteristics at the
Mill site were walked in order to identify burrowing owl habitat. Short-eared owls are found in
open habitats such as grasslands and shrublands. All such areas were inspected for relevant
habitat.

Several species of raptor are included in the Garfield County list of species of special concern
(Table 1). All raptor species, regardless of their protection status were included in the survey.
Surveys were conducted under the guidelines established by the US Fish and Wildlife Service
(USFWS 1999).

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 8
2.2.1.2 Other Avian Species
Appendix A lists all the avian species of concern for Garfield County and their habitat
requirements. Aside from the above listed raptor species, no other Garfield County bird species
with special status were determined to have habitat at the Mill site. A general bird survey was
conducted to identify the species that may be using the Mill site.

2.2.2 Mammals
2.2.2.1 Special Status Species
Four bat species of special concern have the potential to occur at the Mill site (Table 2). They
are the big free-tailed bat (Nyctinomops macrotis), fringed myotis (Myotis thysanodes), spotted
bat (Euderma maculatum), and Townsend’s big-eared bat (Corynorhinus townsendii). These
bats prefer wooded or forested areas, but at times can be found in man-made structures.
Observations for roosting habitat were made in the daylight hours. Due to the strict security
policy at the Mill site and the severe evening storm, nighttime observations for bats was not
possible.

2.2.2.2 Other Mammal Species
A general mammalian survey was conducted to identify the species that may inhabit the Mill
site. Rabbits, coyotes (Canis latrans) and small rodents are known to inhabit this particular area
of Garfield County, Utah. All areas were carefully inspected for tracks, scat, signs of foraging,
and any other signs of mammalian presence.

2.2.3 Reptiles and Amphibians
No reptile or amphibian species of special concern habitat exist at the Mill site. Amphibian
species require aquatic habitat and the Mill site is completely devoid of all but ephemeral
drainage creeks, which are not suitable habitat for amphibious species. Opportunistic
observations of reptiles were made while walking the Mill site.

2.3 Wildlife Observation Results
The results of the biological surveys conducted at the Mill site on June 4, 2008 are presented in
the following section.

2.3.1 Avian
2.3.1.1 Special Status Species
No nesting habitat for burrowing owls, spotted owls or short-eared owls were observed. There
were no signs of owl presence with in the areas walked at the Mill site. There were very few
areas of potential raptor nesting habitat. No raptor nests or raptor signs (scat, feathers, etc.)
were observed.

2.3.1.2 Other Avian Species
A complete list of bird species observed at the Mill site can be found in Table 3. Common birds
of the area include horned larks (Eremophila alpestris) and common ravens (Corvus corax).
Most of the avian species observed were along the east fence of the property. A female chukar
with 8 chicks was seen in this area, attracting the attention of two nearby ravens.

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 9
Table 3. Avian Species Observed During the Shootaring Mill Site Survey
Common Name Scientific Name Notes
American Crow Corvus brachyrhynchos
One individual seen flying in the
distance, off property
Chukar Alectoris chukar Female with 8 young
Common Raven Corvus corax Several seen throughout site
Horned lark Eremophila alpestris Observed and heard singing
Mourning Doves Zenaida macroura Several seen throughout site
Song Sparrow Melospiza melodia Near Dam
Songbird Species not verified Several unidentified species
Sparrows Species not verified Several unidentified species
Starlings Sturnus vulgaris
Two starling like birds in the
distance in the tailings cell
Swallow Species not verified Several near cliffs
Western King Bird Tyrannus verticalis SE of Buildings Near Water Tank

2.3.2 Mammals
2.3.2.1 Special Status Species
Daytime surveys for potential bat habitat were conducted. No roosting areas or cliff ledges
containing bat guano were identified. The lack of a water source and wooded habitat more than
likely discourages large bat populations at the Mill site.

2.3.2.2 Other Mammal Species
Coyote (Canis latrans) scat was seen in several areas near the dam. However, no coyote were
observed during the survey. Second hand testimony of a bobcat sighting near the east fence by
an employee was reported. Cottontail rabbits and Hopi chipmunks were abundant along the
east fence of the property. Table 4 summarized the mammal observations.

Table 4. Mammal Species Observed During the Shootaring Mill Site Survey
Common Name Scientific Name Notes
Coyote Canis latrans Scat
Desert Cottontail Sylvilagus audubonii Several Individuals and Scat
Hopi Chipmunk Neotamius rufus
Several Individuals, mainly along
east boundary fence.

2.3.3 Reptiles and Amphibians
Only one lizard was seen during the Mill site survey. A positive identification of the lizard was
not made. No snakes or signs of other reptiles (tracks, skin, etc.) were observed on the Mill
site.

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 10
3.0 VEGETATION SURVEY
3.1 Vegetation Survey Methods
Prior to field activities, existing information was reviewed to determine the potential occurrence
of Threatened and Endangered species, rare species, noxious weeds, and wetland species.

The vegetation community within the Mill site boundaries was characterized during the June
2008 visit. The survey focused on disturbed and undisturbed portions of the Mill site. The
vegetation survey was performed on foot, and species were identified and recorded when
encountered. The survey also focused on documenting rare, endangered, or sensitive species,
as well as noxious or invasive weeds.

3.2 Vegetation Survey Results
Vegetation at the new and existing tailings cells are predominantly shadscale saltbush (Atriplex
confertifolia), greasewood (Sarcaliatus vermiculatus) and sagebrush (Artemesia tridentate). A
small population of salt cedar (Tamarix ramosissima), an undesirable non-native invasive
species, was found at the base of the north side of the dam. Table 5 presents the results of the
vegetation survey.

Table 5. Vegetation Species Observed During the June 2008 Shootaring Mill Site Survey
Common Name Scientific Name
Black greasewood Sarcaliatus vermiculatus
Broom snakeweed Gutierrezia sarothrae
Cheat grass Bromus tectorum
Foxtail Alopecurus spp.
Green Mormon Tea Ephedra vividis
Milkvetch Astragalus spp.
Opuntia Opuntia spp
Rabbit brush Chrysothamnus viscidiflorus
Russian thistle Salsola spp.
Sage Artemisia spp
Salt cedar Tamarix ramosissima
Sand dropseed Sporobolus cryptandrus
Shadscale Saltbush Atriplex confertifolia
Spiny hopsage Grayia spinosa
Western salsify Tragopogon dubius
Yucca Yucca glauca

3.3 Rare Plant Survey
A review of listed T&E and rare plants of Garfield County revealed that the Mill could potentially
harbor two federally listed threatened species and several rare plant species. Species are listed
as threatened or rare due to a number of factors including habitat loss, population declines,
limited distribution, or any combination of these factors. The Mill site was inspected for the
Jones Cycladenia (Cycladenia humilis var. jonesii) and the Wright Fishhook Cactus
(Sclerocactus wrightiae), both are federally listed threatened plant species found in parts of
Garfield County, Utah. Table 6 presents the threatened and rare species of Garfield County.

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 11
A survey for threatened and rare species revealed that none of the listed species in Table 6
occur within the boundaries of the Mill site.

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 12
Table 6. Federally Listed Threatened and Rare Species in Garfield County, Utah
Common Name Scientific Name
Federally Threatened Species
Jones Cycladenia Cycladenia humilis var. jonesii
Wright Fishhook Cactus Sclerocactus wrightiae
Garfield County Rare Species
Yellow columbine Aquilegia flavescens var. rubicunda
Divided rockcress Arabis schistacea
Welsh's aster Aster welshii
Bicknell's milkvetch Astragalus consobrinus
Dana milkvetch Astragalus henrimontanensis
Cicada milkvetch Astragalus laccoliticus
Monti's milkvetch Astragalus limnocharis var. tabulaeus
Monument milkvetch Astragalus monumentalis
Ferron's milkvetch Astragalus musiniensis
Rydberg's milkvetch Astragalus perianus
Silver's milkvetch Astragalus subcinereus var. basalticus
Loa milkvetch Astragalus welshii
Peculiar moonwort Botrychium paradoxum
Creeping rush-pea Caesalpinia repens
Aquarius Plateau Indian paintbrush Castilleja aquariensis
Indian paintbrush species Castilleja parvula var. parvula
Bryce Canyon Indian paintbrush Castilleja parvula var. revealii
Yellowwhite cryptantha Cryptantha ochroleuca
Osterhout's cryptanth Cryptantha osterhoutii
Jones' waxydogbane Cycladenia humilis var. jonesii
Cedar Breaks springparsley Cymopterus minimus
Hole-in-the-Rock prairie-clover Dalea flavescens var. epica
Stream orchid Epipactis gigantea
Kachina daisy Erigeron kachinensis
Maguire's fleabane Erigeron maguirei
Professor's fleabane Erigeron proselyticus
Red Canyon buckwheat Eriogonum aretioides
Bull Mountain buckwheat Eriogonum corymbosum var. cronquistii
Paria spurge Euphorbia nephradenia
Oil shale fescue Festuca dasyclada
Cataract gilia Gilia latifolia var. imperialis
Alcove bog-orchid Habenaria zothecina
Subalpine goldenbush Haplopappus zionis
Jones' false goldenaster Heterotheca jonesii
Mountain pepperweed Lepidium montanum var. claronense
Elizabeth's pepperweed Lepidium montanum var. neeseae
Paria River Indian breadroot Pediomelum pariense
Sandloving penstemon Penstemon ammophilus
Red Canyon beardtongue Penstemon bracteatus
Tushar Range beardtongue Penstemon caespitosus var. suffruticosus
Aquarius Plateau beardtongue Penstemon parvus
Alcove rock-daisy Perityle specuicola
Phacelia species Phacelia sabulonum
Kane County twinpod Physaria lepidota var. membranacea
Cinquefoil species Potentilla angelliae
Fall buttercup Ranunculus aestivalis
Podunk ragwort Senecio malmstenii
Plateau catchfly Silene petersonii
Rock tansy Sphaeromeria capitata
Ute lady's tresses Spiranthes diluvialis
Moab woodyaster Xylorhiza glabriuscula var. linearifolia
USDA-NRCS PLANTS Database, 2008; Utah Rare Plant Guide, 2003
Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 13
3.4 Noxious Weed Survey
A noxious weed is defined as a plant in any living stage, such as seeds and reproductive parts,
of any parasitic or other plant of a kind, which is of foreign origin, is new to or not widely
prevalent in the United States, and can directly or indirectly injure crops, other useful plants,
livestock, or poultry or other interests of agriculture, including irrigation, or navigation, or the fish
or wildlife resources of the United States or the public health (USDA 1974). Table 7 gives a
complete list of Utah State listed noxious weeds.
Russian thistle (Salsola spp.) was found in various areas throughout the Mill site. Salt cedar
(Tamarix ramosissima) was found at the base of the north side of the dam (Photo 3). Both
Russian thistle and salt cedar are considered undesirable invasive species and are frequently
listed on state noxious weed lists. Undesirable plant species are plants that are noxious, exotic,
injurious, or poisonous, pursuant to State or Federal law. These two species are not considered
noxious weeds and their control is not required by law but there is a potential that these plants
could spread to other portions of the property, producing adverse effects on native plant
populations at the Mill site.

Table 7. Utah State Listed Noxious Weeds
Common Name Scientific Name
Bermudagrass Cynodon dactylon (L.) Pers.1
Canada thistle Cirsium arvense (L.) Scop.
Diffuse knapweed Centaurea diffusa Lam.
Dyers woad Isatis tinctoria L.
Field bindweed Convolvulus arvensis L.
Hardheads Acroptilon repens (L.) DC.
Hoary cress Cardaria draba (L.) Desv.
Johnsongrass Sorghum halepense (L.) Pers.
Leafy spurge Euphorbia esula L.
Medusahead Taeniatherum caput-medusae (L.) Nevski
Musk thistle Carduus nutans L.
Perennial pepperweed Lepidium latifolium L.
Perennial sorghum Sorghum almum Parodi
Purple loosestrife Lythrum salicaria L.
Quackgrass Elymus repens (L.) Gould
Russian knapweed Centaurea repens L.
Scotch thistle Onopordum acanthium L.
Spotted knapweed Centaurea stoebe L. ssp. micranthos (Gugler) Hayek
Squarrose knapweed Centaurea virgata Lam. ssp. squarrosa (Willd.) Gugler
Yellow starthistle Centaurea solstitialis L.

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 14

Photo 3. Salt Cedar (Tamarix ramosissimaan) at Base of Dam

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 15
4.0 CONCLUSIONS
Baseline wildlife and vegetation surveys were conducted on June 4, 2008 at the Shootaring
Canyon Uranium Processing Facility in Garfield County, Utah in order to determine the extent of
wildlife use at the Mill site and characterize the vegetation. The Mill is scheduled to begin
operations in the near future after revisions to the Mill are complete.

A general wildlife inventory was taken throughout the day of the study. Little wildlife was present
at the time of survey. Five raptor and three owl species of concern had the potential to occupy
the Mill site (Table 2). No raptor species or signs of raptor presence (nests, feathers, and
pellets) were observed. Owl habitat was not present at the Mill site. These results suggest that
the Mill site does not currently maintain breeding sites for raptor or owl species. Three bat
species of concern had the potential to occupy the Mill site. It was concluded during the survey
that habitat for these species is not present. The Mill site contained species of local, common
birds including horned larks, sparrows, and ravens. The only mammals observed on the Mill site
were desert cottontail rabbits and Hopi chipmunks. Evidence of coyote presence was seen near
the dam.

The vegetation characterization did not find any special status flora in the survey areas. No rare
or threatened plant species were found. Although one patch of salt cedar, as well as populations
of Russian thistle, were found at the Mill site, no Utah State noxious weed species were
identified.

Baseline Wildlife and Vegetation Survey of the Shootaring Uranium Mill Site Uranium One
Tetra Tech July 8, 2008 16
5.0 REFERENCES

Lyntek, Inc., 2008. Definitive Cost Estimate for the Restart of the Shootaring Canyon Mill,
Ticaboo, Utah. March 28.

State of Utah Natural Resources Division of Wildlife Resources, “Utah Sensitive Species List”
August 2007. Internet, accessed May 2008.
http://dwrcdc.nr.utah.gov/ucdc/ViewReports/te_cnty.pdf

US Fish and Wildlife Service. 1999. “Utah Field Office Guidelines for Raptor Protection from
Human and Land Use Disturbances.” Utah Field Office, Salt Lake City, Utah.

US Fish and Wildlife Service. 2003. “Mexican Spotted Owl Survey Protocol”. Albuquerque, New
Mexico.

US Fish and Wildlife Service “Federal and State Listed Species”. Internet, accessed May 2008.
http://www.fws.gov/endangered/wildlife.html

Utah Rare Plant Guide 2003. Internet, accessed May 2008.
http://www.utahrareplants.org/rpg_acknow.html

USDA. 1974. “Federal Noxious Weed Act”. Internet, accessed June 2008.
http://www.access.gpo.gov/uscode/title7/chapter61_.html

USDA, NRCS. 2008. The PLANTS Database. National Plant Data Center, Baton Rouge, LA
70874-4490 USA. Internet, accessed June 2008 http://plants.usda.gov

APPENDIX A
GARFIELD COUNTY SPECIES OF CONCERN

Garfield County Species of Concern
Common
Name
Scientific
Name
State
Status
Surveyed
Required?
Comments
Amphibians and Reptiles
Arizona Toad Bufo
microscaphus SPC No
This species inhabits streams, washes,
irrigated crop lands, reservoirs, and uplands
adjacent to water. A survey is not required
due to a lack of suitable habitat.
Common
Chuckwalla Sauromalus ater SPC No
Chuckwallas are predominantly found near
cliffs, boulders, or rocky slopes. They are
found near the Colorado River Basin in
Garfield County which is located 20 miles to
the south of the Mill site. A survey is not
required due to lack of habitat.
Desert Night
Lizard Xantusia vigilis SPC No
This species lives near Joshua trees and is
an insectivore. A survey is not required due
to lack of habitat.
Western Toad Bufo Boreas SPC
No
This species inhabits slow moving streams,
wetlands, desert springs, ponds, lakes,
meadows, and woodlands. A survey is not
required due to lack of habitat.
Avian
American White
Pelican
Pelecanus
erythrorhynchos SPC No
This species only breeds in the northern
portions of the state, specifically within the
Utah Lake/Great Salt Lake ecological
complex. It may migrate through Garfield
County stopping in the larger lakes. No
survey is required due to lack of habitat.
Bald Eagle
Haliaeetus
leucocephalus S-ESA Yes
Eagle habitat is generally near lakes and
rivers. Since they can fly great distances for
food and water they are included in the
survey.
Burrowing Owl
Athene
cunicularia SPC Yes
This owl's habitats are open grassland and
prairies. They are generally associated with
prairie dogs.
California
Condor
Gymnogyps
californianus S-ESA Yes
California condors prefer mountainous
country at low and moderate elevations,
especially rocky and brushy areas near
cliffs.
Ferruginous
Hawk Buteo regalis SPC Yes
These hawks are generally found flat and
rolling terrain in grassland or shrub steppe.
They prefer to nest high in trees or cliff
banks.
Greater Sage-
Grouse
Centrocercus
Urophasianus
SPC No This species inhabits sagebrush plains,
foothills, and mountain valleys and also
requires an understory of grasses and
forbs, and associated wet meadow areas. A
survey is not required due to a lack of
habitat.

Garfield County Species of Concern (continued)
Common
Name
Scientific
Name
State
Status
Surveyed
Required?
Comments
Avian (continued)
Lewis’s
Woodpecker Melanerpes lewis SPC No
This species prefers to build its nests in
ponderosa pine, cottonwood, or sycamore.
A survey is not required due to lack of
habitat.
Long-Billed
Curlew
Numenius
americanus SPC No
The curlew is rare but occasionally seen in
the Colorado River Basin, which is located
20 south of the project site. Due to lack of
habitat, no survey is required.
Northern
Goshawk Accipiter gentilis CS No
The northern goshawk prefers mature
mountain forest and riparian zone habitats.
Due to lack of habitat a survey is not
required.
Peregrine
Falcon Falco peregrinus SPC Yes
This falcon species is rare in the County
but is widely distributed throughout the
Country. It prefers to nest on tall cliffs.
Prairie Falcon Falco mexicanus SPC Yes
These birds are found in open habitats,
such as plains and prairies.
Short-eared Owl Asio flammeus SPC Yes
This species is most often found in open
habitats such as grasslands and
shrublands.
Southwestern
Willow
Flycatcher
Empidonax traillii
extimus S-ESA No
This passerine is found in riparian habitats,
especially in areas of dense willow. A
survey is not required due to a lack of
habitat.
Spotted Owl Strix occidentalis S-ESA Yes
This owl species can be found in steep
rocky canyons as well as various forest
types.
Three-toed
Woodpecker
Picoides
tridactylus SPC No
This species occupies areas of coniferous
forests, generally above 8,000 ft elevation.
A survey is not required due to a lack of
habitat.
Yellow-billed
Cuckoo
Coccyzus
americanus S-ESA No
Cuckoos require lowland riparian habitat. A
survey is not required due to a lack of
habitat.
Bluehead
Sucker
Catastomus
discobolus
CS No This species is found in river systems. The
nearest river is located 20 miles south of
the project site. A survey is not required
due to lack of habitat.
Bonneville
Cutthroat Trout
Oncorhynchus
clarkii utah
CS No This species is found in permanent lakes
and rivers. The nearest permanent water
source is located 20 miles south of the
project site. A survey is not required due to
lack of habitat.
Bonytail Gila elegans S-ESA No This species is found in the Colorado River
located 20 miles south of the project site. A
survey is not required due to lack of habitat.

Garfield County Species of Concern (continued)
Common
Name
Scientific
Name
State
Status
Surveyed
Required?
Comments
Fishes
Colorado Pike
Minnow
Ptychocheilus
lucius S-ESA No
This species is found in the Colorado River
located 20 miles south of the project site. A
survey is not required due to lack of habitat.
Colorado River
Cutthroat Trout
Oncorhynchus
clarkii pleuriticus CS No
This species is found in the Colorado River
located 20 miles south of the project site. A
survey is not required due to lack of habitat.
Flannelmouth
Sucker
Catostomus
latipinnis CS No
This species is found in the Colorado River
and in its larger tributaries. The nearest
river is located 20 miles south of the project
site. A survey is not required due to lack of
habitat.
Humpback
Chub Gila cypha S-ESA No
This species is found in the Colorado River
located 20 miles south of the project site. A
survey is not required due to lack of habitat.
Leatherside
Chub Gila copei SPC No
This species is native to streams and rivers
of the southeastern portion of the
Bonneville Basin located on the far Western
edge of Garfield County about 200 miles
from the project site.
Roundtail Chub Gila robusta CS No
This species is found in the Colorado River
located 20 miles south of the project site. A
survey is not required due to lack of habitat.
Mammals
Allen’s Big-
eared Bat
Idionycteris
phyllotis SPC No
This bat is found in rocky and riparian areas
in woodland and scrubland regions. No
survey is required due to lack of habitat.
Big Free-tailed
Bat
Nyctinomops
macrotis SPC Yes
The big free-tailed bat prefers rocky and
woodland habitats, where roosting occurs in
caves, mines, old buildings, and rock
crevices.
Brown (Grizzly)
Bear Ursus arctos S-ESA No Extirpated from Utah, no survey is required.
Fringed Myotis
Myotis
thysanodes SPC Yes
Aside from caves, this bat can be found in
mines and buildings in desert and woodland
areas.
Henry Mountain
Bison Herd Bos bison SPC No
Bison prefer plains, grassland, and open
woodland habitats with plenty of grasses
and some riparian habitat. Due to a lack of
habitat, a survey is not required.

Garfield County Species of Concern (continued)
Common
Name
Scientific
Name
State
Status
Surveyed
Required?
Comments
Mammals (continued)
Kit Fox Vulpes macrotis SPC No
This species is found in desert
landscape, but is currently only known
in the western most part of Garfield
County, so no survey is required.
Mule Deer
Odocoileus
hemiounus SPC No
The mule deer occupy open range
areas, grasses and some riparian
habitat. No survey is required due to
lack of habitat.
Pygmy Rabbit
Brachylagus
idahoensis SPC No
This small rabbit prefers areas with tall
dense sagebrush and loose soils. It is
not known to occur in Eastern Garfield
County, so no survey is required.
Spotted Bat
Euderma
maculatum SPC Yes
These bats are found in a variety of
habitats, ranging from deserts to
forested mountains; they roost and
hibernate in caves and rock crevices.
Western Red
Bat
Lasiurus
blossevillii SPC No
Western red bats are normally found
near water, often in wooded areas.
The species is nocturnal; daytime
roosting usually occurs in trees. Due to
lack of habitat, not included in survey.
Townsend’s
Big-eared Bat
Corynorhinus
townsendii SPC Yes
These bats are most often found near
forested areas but may use mines for
day roosting.
Utah Prairie
Dog
Cynomys
parvidens S-ESA No
This prairie dog is very rare and
generally only occurs in the
southwestern portion of Utah. No
survey is required due to lack of
habitat.
S-ESA Federally-listed or candidate species under the Endangered Species Act.
SPC Wildlife species of concern.
CS Species receiving special management under a Conservation Agreement in order to preclude the need
for Federal listing.

Office Address:
10808 S. River Front Parkway
Suite 321
South Jordan, Utah 84095

Office: 385.246.1250
Fax: [phone]
ANFIELD RESOURCES HOLDING CORP.
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HC
February 23, 2024

Mr. Doug Hansen, Director
Utah Department of Environmental Quality
Division of Waste Management and Radiation Control
195 North 1950 West
Salt Lake City, UT 84116
Re: Radioactive Materials License UT0900480 and Ground Water Discharge Permit UGW170003; Annual
Groundwater Monitoring Report 2023.

Dear Director Hansen:

As required by Radioactive Materials License UT0900480 conditions 11.2, 11.3 and 12.2 and Ground
Water Discharge Permit No. UGW170003, Anfield Resources Holding Corp. (Anfield) submits two copies
of the Shootaring Canyon Uranium Facility Annual Ground Water Monitoring Report – 2023. This report
covers the monitoring period of January 1, 2023 to December 31, 2023. This submittal includes the detailed
quality assurance evaluation of the field and laboratory data.

Anfield believes that this report, in association with the proposed corrective actions, meet the requirements
of Radioactive Materials License UT0900480, Ground Water Discharge Permit No. UGW170003 and the
approved Quality Assurance Plan.

I certify under penalty of law that this document and all attachments were prepared under my direct
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the persons who manage the system, or those
persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fine and imprisonment for knowing violations.

Should you have any questions in regard to this matter, please contact Corey Dias at [phone] or e-
mail at [e-mail].

Sincerely,

Joshua Bleak
Director
Anfield Resources Holding Corp.
Shootaring Canyon Uranium Facility

cc: Shootaring Canyon Uranium Facility file

ANFIELD RESOURCES HOLDING CORP.
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HC

SHOOTARING CANYON
URANIUM FACILITY
ANNUAL GROUNDWATER MONITORING
REPORT
2023

Radioactive Materials License #UT0900480
Groundwater Discharge Permit # UGW170003

FEBRUARY 2024

Submitted by

Anfield Resources Holding Corp.
10808 S. River Front Parkway, Suite 321
South Jordan, UT 84095

ANFIELD RESOURCES HOLDING CORP.
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Shootaring Canyon Uranium Facility i Annual Groundwater Monitoring Report - 2023
February 2024
TABLE OF CONTENTS

1.0 TECHNICAL SUMMARY .................................................................................................. 1
1.1 Introduction ............................................................................................................ 1
1.2 Site and Well Locations ......................................................................................... 1
2.0 GROUNDWATER MONITORING PROGRAM ................................................................. 3
3.0 GEOLOGIC AND TAILING CONDITIONS AND WELL COMPLETIONS ........................ 4
3.1 Geologic Setting .................................................................................................... 4
3.2 Well Completions .................................................................................................. 4
3.3 Tailings Conditions ................................................................................................ 5
4.0 GROUNDWATER FLOW ................................................................................................. 6
4.1 Entrada Sandstone Aquifer ................................................................................... 6
4.2 Perched Groundwater Zone .................................................................................. 6
4.3 Calculated Vertical Gradient .................................................................................. 7
5.0 GROUNDWATER QUALITY ............................................................................................ 9
5.1 Sampling Summary ............................................................................................... 9
5.2 Summary of Results ............................................................................................ 10
5.3 Quality Assurance & Quality Control ................................................................... 12
5.4 Field Data ............................................................................................................ 13
5.4.1 Sampling Preparation ....................................................................................................... 13
5.4.2 Daily Meter Calibration ................................................................................................... 13
5.4.3 Groundwater Level Measurement ..................................................................................... 13
5.4.4 Calculation of Well Casing Volumes ................................................................................ 13
5.4.5 Pumping Rate Determination ........................................................................................... 13
5.4.6 Meter Function Checks ..................................................................................................... 13
5.4.7 Pre-Sampling Well Purging & Field Parameter Stabilization ......................................... 14
5.4.8 Well Sampling ................................................................................................................... 14
5.5 Laboratory Data Reduction, Validation and Reporting ........................................ 14
5.5.1 Holding Time .................................................................................................................... 14
5.5.2 Chain of Custody Forms ................................................................................................... 14
5.5.3 Analytes, Methods and Reporting Limits .......................................................................... 14
5.5.4 Analytical Accuracy .......................................................................................................... 14
5.5.5 Lab Control Samples ......................................................................................................... 15
5.5.6 Matrix Spike and Matrix Spike Duplicate Recoveries ...................................................... 15
5.5.7 Analytical Precision .......................................................................................................... 15
5.6 Internal QA Review & Reporting ......................................................................... 15
6.0 CORRECTIVE ACTION ................................................................................................ 16
7.0 REFERENCES ................................................................................................................ 17

ANFIELD RESOURCES HOLDING CORP.
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Shootaring Canyon Uranium Facility ii Annual Groundwater Monitoring Report - 2023
February 2024
LIST OF FIGURES

Figure 1-1 Location of the Shootaring Canyon Uranium Facility
Figure 1-2 Location of Wells and Geologic Cross Sections
Figure 3-1 Geologic Cross Section 1-1’
Figure 3-2 Geologic Cross Section 2-2’
Figure 3-3 Geologic Cross Section 3-3’
Figure 3-4 Time Series of Measured Groundwater Elevations
Figure 3-5 Water-Level Elevation in the Perched Water Zone and Entrada Aquifer, November 2023
Figure 3-6 Location of Tailings Wells and Underdrain Piping and Sump
Figure 3-7 Location of Drainage Area and Existing Tailings Cell
Figure 4-1 Water Levels and Calculated Vertical Gradient Between Wells RM8 and RM20
Figure 5-1 Concentrations of TDS, Sulfate, Chloride and Field pH in the Entrada Aquifer and
Perched Water Zone, November 2023
Figure 5-2 Concentrations of Trace Metals Arsenic, Barium, Chromium and Selenium in the Entrada
Aquifer and Perched Water Zone, November 2023

LIST OF TABLES

Table 2-1 Summary of Monitoring Wells and Background Data Collection
Table 2-2 Groundwater Discharge Monitoring Parameters and State Standards
Table 3-1 Water Level Elevations
Table 3-2 Shootaring Canyon Uranium Facility Well and Piezometer Data
Table 4-1 Calculated Vertical Gradients Between Wells RM8 and RM20

ATTACHMENTS

Attachment A Documentation of Communication with Laboratory
Attachment B Field Sampling Data Forms
Attachment C Laboratory Data Reports
Attachment D Water Quality Data Tables and Graphs
ANFIELD RESOURCES HOLDING CORP.
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Shootaring Canyon Uranium Facility 1 Annual Groundwater Monitoring Report - 2023
February 2024
1.0 TECHNICAL SUMMARY
1.1 Introduction
This report presents the groundwater monitoring results for the Shootaring Canyon Uranium Facility
(Facility) for the year 2023. This submittal is intended to fulfill the requirements of Groundwater Discharge
Permit UGW170003 (Permit) Section 1.G.1 and 1.G.2. By agreement with the Utah Department of
Environmental Quality, the groundwater quality monitoring data required by Radioactive Materials License
UT 0900480 (License) for the Second Half 2023 Effluent Monitoring Report have been included in this
document to eliminate redundancy of data reporting. The current licensee is Anfield Resources Holding
Corporation (Anfield).

Groundwater monitoring at the Facility is currently focused on collection of baseline data to develop intra-
well statistics for development of long-term site-specific compliance water quality criteria. An application
for an amendment to the License and, concurrently, a revision to the Groundwater Discharge Permit
(GWDP), has been submitted to License resumption of full operational status for the mill, which includes
construction and operation of a new tailings disposal facility that meets Best Available Technology
requirements. This License amendment and Permit revision process is on-going and, as confirmed by a
letter from the Utah Department of Environmental Quality (UDEQ), Division of Radiation Control (now
the Division of Waste Management and Radiation Control [DWMRC]) dated January 14, 2009, the Ground
Water Discharge Permit is currently administratively extended and active pending completion of the
ongoing application process or notification otherwise by the Executive Secretary.

On May 31, 2013, Uranium One Americas, Inc. (Uranium One) submitted a renewal application for
Groundwater Discharge Permit UGW 170003. This renewal application contained the Shootaring Canyon
Uranium Facility Background Groundwater Quality Report including statistical analyses of the
groundwater quality data. In December 2013, Uranium One received comments from UDEQ/DWMRC on
the documents submitted as part of the renewal application for the GWDP. Following a conference call in
January 2014, the UDEQ/DWMRC requested that Uranium One provide additional information on the
manner in which statistical analysis was conducted. Uranium One submitted an amended Shootaring
Canyon Mill Background Groundwater Quality Report. On January 29, 2016, the Director of the DWMRC
approved the transfer of control of the Facility from Uranium One Americas, Inc. to Anfield. Transfer of
control of the Facility also included changing the name of the License and the Permit to Anfield. On June
29, 2016, Anfield submitted a renewal of the License to the UDEQ/DWMRC. Anfield reformatted that
submittal and submitted the revised document to UDEQ/DWMRC in September 2018. After two phone
calls with the UDEQ/DWMRC in 2017 and 2018, Anfield completed a modified statistical analysis as
directed by UDEQ/DWMRC and submitted the revised Shootaring Canyon Mill Background Groundwater
Quality Report in August 2018. In July 2019, Anfield identified a typographical error in one of the tables
of the Shootaring Canyon Mill Background Groundwater Quality Report and submitted a replacement page
to UDEQ/DWMRC.

1.2 Site and Well Locations
Figure 1-1 presents the location of the Facility within the State of Utah. This figure shows the location of
Lake Powell, Bullfrog and Ticaboo with respect to the Facility. Figure 1-2 presents mapping of the
Shootaring Canyon Uranium Facility, which is located 2.5 miles north of Ticaboo, Utah. The Bullfrog
Marina is located 14 miles south of this site, while Hanksville, Utah is located 56 miles by road north of
the Facility. Figure 1-2 shows the location of the Facility Tailings Dam, the cross valley berm, and the
locations of existing and historical monitoring wells at the Facility.

ANFIELD RESOURCES HOLDING CORP.
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Shootaring Canyon Uranium Facility 2 Annual Groundwater Monitoring Report - 2023
February 2024
The climate is semi-arid in the vicinity of the Facility with an average elevation of approximately 4,500
feet and rocky terrain. Winds are normally light to moderate and average annual precipitation is estimated
to be between five and seven inches at the Facility.
ANFIELD RESOURCES HOLDING CORP.
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Shootaring Canyon Uranium Facility 3 Annual Groundwater Monitoring Report - 2023
February 2024
2.0 GROUNDWATER MONITORING PROGRAM
Groundwater monitoring at the Facility is conducted in compliance with the Utah DEQ Groundwater
Quality Discharge Permit (Permit) UGW170003 as well as the License. The required monitoring wells are
identified in Permit Section I.E.1.b. Table 2-1 presents pertinent data relative to well sampling and lists the
wells that were included in the 2023 monitoring as well as historical wells and piezometers either abandoned
or not currently within the required monitoring program. This table also indicates the type of data collected
for each well, whether it is groundwater-level measurement and/or groundwater-quality sampling. Figure
1-2 shows the locations of the wells in the perched groundwater zone, the Entrada aquifer wells, and wells
abandoned in 2003.

The groundwater monitoring program is currently focused on collection of baseline data from the
uppermost aquifer to develop intra-well statistics for development of long-term compliance water quality
criteria as per Permit Section I.E.1.d.ii.A. The background monitoring program was adjusted in 2004 with
concurrence by the Nuclear Regulatory Commission (NRC) and the State of Utah due to the abandonment
of wells near the Facility Dam and the addition of the new wells near the cross valley berm. The results of
the background monitoring program and proposed site groundwater protection limits are under review as
part of the Groundwater Discharge Permit renewal.

Table 2-2 presents the water quality parameters required by Permit Condition I.C, Table 1 and included in
the approved Groundwater Quality Assurance Plan (QAP) Table 3. This table also provides the
corresponding Utah Groundwater Quality Standards (GWQS) as stated in Utah Administrative Code R317-
6-2. During the accelerated background groundwater monitoring program, the Utah GWQS are the
applicable groundwater protection standards.

The parameter gross alpha (adjusted, minus radon and uranium), which is not identified in Permit Table 1,
was added after consultation with DWMRC to ensure that baseline data for this parameter were collected
to develop groundwater quality statistics in compliance with Permit Section I.C, Table 2. Groundwater
quality samples are collected voluntarily from RM8 and RM20 although groundwater level measurements
are the only required sampling parameters for these wells.

ANFIELD RESOURCES HOLDING CORP.
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Shootaring Canyon Uranium Facility 4 Annual Groundwater Monitoring Report - 2023
February 2024
3.0 GEOLOGIC AND TAILING CONDITIONS AND WELL COMPLETIONS
3.1 Geologic Setting
The geologic setting of the Facility was presented in Hydro-Engineering, LLC (1998). The hydrogeologic
cross sections from the Hydro-Engineering report were developed with the aid of neutron borehole
geophysical logs, which are reproduced in this Annual Groundwater Monitoring Report. Figure 1-2 presents
the locations of these cross sections. The neutron logs are printed with two different scales to better illustrate
the variations below the groundwater table. The two scales for Wells RM6 and RM12 are slightly different
than those for the remainder of the logs. Some lower permeability sandstone lenses were interpreted from
the neutron logs and are shown with a magenta cross hatch pattern on the three cross sections (Figure 3-1
through Figure 3-3). The well completion intervals were added to the cross sections with a short black
horizontal line pattern in the slotted interval of the casing or in the open hole.

Figure 3-1 shows the geologic cross section 1-1’ which roughly follows the base of the main tailings dam
from west to east. Wells RM11 and RM13 on Figure 3-1 were deepened after the 1998 report. Their original
depths are shown on the cross section along with their present total depth. Figure 3-2 shows the geologic
cross section 2-2’ which runs north from the southwest corner of the tailings facility up to the cross valley
berm at well RM14 and then east across the toe of the cross valley berm to wells RM2 and RM2R. Figure
3-3 presents the geologic cross section 3-3’, which runs from the Facility Dam through the cross valley
berm to the two up-gradient wells RM1 and RM12.

Locally, thin layers of surface alluvial material, windblown sands and fluvial sands and gravels, cover the
Entrada Sandstone. It should be noted that this alluvial material contains clasts of the Salt Wash member
of the Morrison Formation, which is the uranium bearing strata in the area. The Entrada Sandstone, a
member of the San Rafael Group, is regionally extensive and is a relatively uniform fine grained sandstone
with some thin layers of shale and siltstone that ranges from 400 feet to 500 feet in thickness in the Tailings
Storage Facility area. The uppermost aquifer in the project area is unconfined and hosted by the Entrada
Sandstone.

The Entrada Sandstone is underlain by the Carmel Formation, which consists of shale and siltstone beds, is
approximately 160 feet thick in the Facility area and acts as a regional aquitard. The Navajo Sandstone
underlies the Carmel Formation and is approximately 800 feet thick in the project area. The groundwater
in the underlying Navajo Sandstone aquifer exhibits a difference in potentiometric head of more than 200
feet relative to the Entrada Sandstone aquifer, which is indicative of the effectiveness of the Carmel aquitard
(Hydro-Engineering, 1998).

3.2 Well Completions
Table 3-2 presents a basic well data table for Facility wells. No new wells have been added since installation
of five wells in 2003 (RM18, RM19, RM20, RM21, and RM22). The three tailings piezometers (T-4, T-5,
and T-6) installed in 2002 have remained dry except for limited temporary saturation during higher
precipitation periods in 2005 and 2006. Sixteen of the Facility monitoring wells were abandoned in late
2003 in preparation for removal of Facility Dam.

Wells RM1, RM2, RM2R, RM3, RM4, RM5, RM6, RM7 through RM20, OW1A, and OW2 are completed
in the Entrada aquifer. Wells RM8, RM9, RM21 and RM22 were completed at shallow depths in the Entrada
Sandstone in an attempt to characterize a localized perched groundwater zone. Only RM8 and RM9
encountered saturated conditions. RM21 and RM22 (which are located directly adjacent to wells RM18
and RM19, respectively) did not intersect a low permeability zone or perched groundwater condition and
remain dry.
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Shootaring Canyon Uranium Facility 5 Annual Groundwater Monitoring Report - 2023
February 2024

Wells WW1, WW2, OW1B and OW3 are completed in the Navajo aquifer while OW4 is completed across
the Carmel aquitard and Entrada Sandstone contact. PZ1 through PZ3 are Facility Dam piezometers while
T4 through T6 are completed in the tailings. Wells T4 through T6 in the tailings have remained dry except
during 2005 and 2006 when approximately one foot of water was measured in the bottom of T4. These
data demonstrate the drained nature of the existing tailings.

Wells RM8 and RM20 are used to evaluate the vertical gradient between the perched groundwater zone
(RM8) and the Entrada aquifer (RM20) as per Section I.E.1.d.i of the Groundwater Discharge Permit.
Figure 1-2 shows the locations of the monitoring and abandoned wells at the Facility. Figure 3-4 presents
the measured groundwater level elevations for the current monitoring program wells through time. Figure
3-5 shows the uniformity of the gradient in the current piezometric surface for the Entrada aquifer under
the tailings area.

3.3 Tailings Conditions
Approximately 25,000 cubic yards (cy) of tailings are currently present at the site and were developed
during the three-month test startup of the mill in 1984. The existing tailings disposal facility also contains
approximately 12,600 cy of 11.e.(2) Byproduct Material from the cleanup of the Hanksville ore buying
station and the Hydro-Jet Plant (Hydro-Engineering, 2005). These materials are currently located on the
tailings disposal facility clay liner and covered with an interim cover of native soils to control and stabilize
the tailings and to limit the amount of radon flux to no more than 20 pCi/m2-sec. The current tailings
conditions are presented in the Tailings Reclamation Plan (Hydro-Engineering and ERG, 2005). Figure 3-
3, which presents the geologic cross section 3-3’, shows the present land surface and associated features in
the area of the existing tailings. The clay liner, which is two feet thick, was placed in the tailings cell area
prior to the deposition of tailings. Figure 1-2 shows the limits of the existing tailings.

A perforated underdrain pipe system bedded in a sandy material was installed on top of the clay liner. The
underdrain system is connected to a drain sump on the downstream side of the cross valley berm. Figure 3-
6 shows the location of the underdrain pipes, sump and lined evaporation pond and the location of three
tailings wells (T4, T5, and T6) that were installed in 2002. Water that infiltrates in this area enters the
perforated pipes and drains to the sump. Water from the sump is pumped back to the tailings disposal cell
into a high-density polyethylene (HDPE) lined evaporation pond located on top of the existing clay liner.
Figure 3-7 shows the location of the entire drainage area to the cross valley berm.

Although not required by the permit, water quality samples from the tailings sump were collected quarterly
prior to 2009, no tailings sump samples were collected between 2008 and 2018. The tailings sump was
most recently sampled in November 2023. Concentrations of total dissolved solids (TDS), bicarbonate,
calcium, chloride, fluoride, nitrate+nitrite, magnesium, molybdenum, gross alpha, selenium, sodium,
uranium and sulfate are elevated in the tailings sump water samples with respect to the uppermost aquifer.

The gross alpha activity was 2,780 pCi/L and TDS was reported as 40,000 mg/L. Gross alpha results on
high TDS, greater than 500 mg/L, samples are not reliable. The high TDS concentration requires a low
sample volume for the method. This low sample volume and high TDS can produce elevated results that
if all the alpha emitters for the sample were added together would cause the results to be out of
balance. Gross alpha was developed for screening of low TDS (less than 500 mg/L) drinking water
samples.

Groundwater monitoring of the downgradient wells, RM7, RM18 and RM19, indicates that the high TDS
water has not affected the groundwater system at the Facility. Therefore, the clay liner has been effective
in containing the underdrain water and preventing it from entering the Entrada aquifer.
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4.0 GROUNDWATER FLOW
4.1 Entrada Sandstone Aquifer
Groundwater in the uppermost aquifer at the Facility is in the Entrada Sandstone and is first encountered at
depths ranging from approximately 150 to 200 feet below ground surface. The uppermost aquifer is
unconfined in the Facility. Table 3-1 presents the measured depth to groundwater and calculated
groundwater elevation. Figure 3-5 shows the November 2023 groundwater elevation data and indicates
that the groundwater flow in the Facility tailings area is from north to south, from the upper reaches of the
tailings basin to downstream of the Facility Dam. The groundwater table contours reflect interpretations
based on current groundwater levels in existing wells and interpretation and extrapolation from historical
groundwater levels from abandoned wells. The groundwater gradient between RM1 and RM20 as
measured in 2023 remains approximately 0.01 ft/ft, essentially unchanged over the last ten years. Based on
this gradient, the average measured horizontal hydraulic conductivity of 0.2 ft/day (Hydro-Engineering,
1998) and a reasonable effective porosity value for sandstone of 0.1, groundwater in the Entrada aquifer is
calculated to be moving at a velocity of approximately seven feet per year.

Figure 3-4 presents measured groundwater level elevations for the current monitoring program wells. As
the overall groundwater levels in existing and historical wells have been relatively stable, there is no
evidence of any significant changes to the overall Facility groundwater flow patterns during this reporting
period. The Entrada aquifer groundwater elevations on Figure 3-5 are presented in blue with blue contours
corresponding to these groundwater levels. The groundwater levels from the perched groundwater zone are
presented in red and were drawn on Figure 3-5 to illustrate the area where the lower permeability zone
creates the perched groundwater condition. In the southern area of the Facility where the wells around the
dam are abandoned, the piezometric surface of the main Entrada aquifer is based on groundwater-level
measurements taken before the wells in that area were abandoned and have been reproduced from previous
reports.

4.2 Perched Groundwater Zone
A localized portion of the Entrada Sandstone with saturated conditions above the uppermost aquifer has
been identified in RM8 and was historically evident in the abandoned well RM9. Wells RM21 and RM22
were installed in an attempt to identify this perched groundwater zone near the toe of the cross valley berm
at the existing tailings disposal facility but no shallow saturated conditions were encountered. This
localized perched groundwater zone has groundwater levels approximately 60 feet to 70 feet above the
groundwater levels of the uppermost aquifer observed in all the other Facility wells (e.g., RM7 and RM20).
This localized perched groundwater condition is caused by a lower hydraulic conductivity (permeability)
zone in this portion of the Entrada Sandstone. This lower permeability zone (previously referred to as the
Upper Entrada), which decreases the infiltration rate of groundwater, has caused a zone of perched
groundwater in a limited area between the Facility Dam and the cross valley berm. The perched
groundwater condition is localized and is not contiguous with the main Entrada aquifer.

The lateral extent of this low permeability zone that creates the perched groundwater condition above the
uppermost aquifer is limited to within the area between the Facility Dam to the south, the cross valley berm
to the north, the mesa cliffs to the west and the sandstone terrace upon which the mill is located to the east.
This is based on interpretation of neutron borehole geophysical logs and monitoring well groundwater level
data.

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Specifically, the shallow low permeability zone and perched groundwater condition identified in locations
RM8 and RM9 are not present in the following locations.

• On the Western margins of the tailings impoundment area:
o RM3 and RM14 as shown in Figure 3-2.
o RM11 as shown in Figure 3-1.
• To the North along the Cross Valley Berm:
o RM14, RM19, RM7, RM18 and RM2 as shown on Figure 3-2.
• On the Eastern margins of the tailings impoundment area:
o RM13 as shown in Figure 3-1.
o RM2 as shown in Figure 3-2.
• At or below the Facility Dam:
o RM11, RM15, and RM6 as shown on Figure 3-1.

Where the shallow, low permeability zone is identified in RM4 and RM5 near the Facility Dam (Figure 3-
1), it is not saturated. The dip of this localized shallow low permeability zone is to the north with the top
elevation approximately 4,380 feet above mean sea level (amsl) near the Facility Dam (RM4 and RM5 in
Figure 3-1) and approximately 4,290 feet amsl in RM8 and RM9 (Figure 3-3). It should also be noted that
the extension of the low permeability zone identified in RM4 and RM5 near the Facility Dam is very near
the pre-construction ground surface while the Entrada aquifer groundwater table surface is more than 100
feet below the ground surface. Based on these data, the perched groundwater zone is very limited in lateral
extent and is hydrologically separated from the main Entrada aquifer.

Groundwater in the perched zone is believed to flow off the north, west and east margins of the low
permeability zone into unsaturated sandstone as well as slowly infiltrate vertically through the lower
permeability sandstone unit creating the perched condition. The groundwater from the perched zone
percolates slowly down to the underlying main Entrada aquifer. As illustrated in Figure 3-5, there is no
evidence of distortion of the main Entrada Aquifer groundwater table in the area of the perched zone,
indicating that the rate and volume of vertically percolating groundwater from the perched zone is relatively
small.

4.3 Calculated Vertical Gradient
The Groundwater Discharge Permit Section 1.E.1.d.i requires that groundwater level measurements for all
nested well pairs will be used to define the vertical gradient. The Groundwater Discharge Permit Section
1.G.1.b.6 requires that the vertical hydraulic gradient will be reported as determined from nested well pair
RM8 and RM20. Table 4-1 summarizes the calculated vertical gradient based on the groundwater level
measurements between wells RM8 and RM20. These data are also presented in Figure 4-1.

The vertical separation between the mid-point of the two well screen zones (67 ft. to 171 ft.) is 104 feet
which yields a calculated average vertical gradient for 2023 of 0.749 ft/ft. Between 2016 and 2023, the
calculated vertical gradient has fluctuated between 0.748 and 0.759 ft/ft (Figure 4-1). This is believed to
reflect natural minor fluctuations in the uppermost aquifer groundwater table. Similar minor decreases in
groundwater levels have been observed over the same period in the upgradient background well RM1 and
upgradient well RM19 (see Table 3-1 and Figure 3-5). It should be noted that saturated conditions do not
exist between RM8 and RM20 (see geophysical log for RM20 in Figure 3-3).

Groundwater elevations for 1998 through 2023 for the Entrada aquifer and perched groundwater zone wells
are presented in Table 3-1. Figure 3-4 presents the groundwater levels with time for the Entrada wells and
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the perched groundwater zone well RM8. This figure shows that the groundwater elevations in each of the
Entrada wells have been relatively stable over the last nine years.

The head difference between the Entrada aquifer and the Carmel aquitard as observed in OW2 and OW4
was not measured. However, historical measurements consistently indicted essentially no vertical gradient
between the Carmel aquitard and Entrada sandstone, though this may be due to well OW4 being screened
across the Carmel/Entrada Contact. The head in the Navajo aquifer (OW3 and WW2), which is below the
Carmel, historically has been approximately 170 feet lower than the head in the Entrada aquifer which
indicates that the overall gradient is from the Entrada to the Navajo and there is little or no local hydraulic
communication between the aquifers.

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5.0 GROUNDWATER QUALITY
5.1 Sampling Summary
First quarter 2023 sampling was performed on March 10 and 11, 2023; the sampling personnel consisted
of Mr. Brock Morrill, Mr. Chris Morrill, Ms. Marina Pei and Ms. LaMiya Morrill. Second quarter 2023
sampling was performed on April 22 and 24, 2023; the second quarter sampling personnel consisted of Ms.
Wendy Morrill, Mr. Brock Morrill, and Ms. LaMiya Morrill. Second quarter sampling of RM7 and RM19
was conducted with Mr. Dean Henderson and Chris Leahy of UDWMRC. Third Quarter 2023 sampling
was performed on July 15 and 16, 2023 by Mr. Brock Morrill, Ms. Wendy Morrill and Ms. LaMiya Morrill.
Fourth Quarter 2023 sampling was performed on November 5 and 6, by Mr. Chris Morrill and Ms. LaMiya
Morrill.

Quality assurance related communication with the primary laboratory during 2023 is provided in
Attachment A. Attachment B of this report contains field sampling data forms. Attachment C of this report
contains laboratory reports with QA review checklists all four quarters of 2023. Attachment D contains
tabulation and graphical figures of the groundwater elevation and groundwater quality data. Included with
this report are electronic files of a pdf of the submittal and spreadsheets containing groundwater quality and
groundwater level data for the 2023 monitoring at the Facility as required by Section I.G.1.b.7 of the Permit.

As per Section I.E.1.b.ii of the Groundwater Discharge Permit, samples were collected from RM1, RM2R,
RM7, RM12, RM14, RM18, and RM19 for all sampling periods including a single blind field duplicate
sample for each sampling event. As per Section I.E.1.b.i of the Groundwater Discharge Permit,
groundwater levels were measured for all of the above wells and RM8 and RM20. Although not required
by the permit, Anfield has elected to collect groundwater quality samples for RM8 and RM20; those data
are included in this report.

All samples were sent to Pace Analytical (PACE) in Sheridan, Wyoming for analysis. PACE performs
analytical services according to methods set forth by U.S. Environmental Protection Agency (EPA), the
American Society for Testing and Materials (ASTM), Standard methods for the examination of
groundwater and wastewater, National Institute for Occupational Safety and Health (NIOSH), and various
other Federal and State agencies. The laboratory maintains all required certifications including certification
with the State of Utah and National Environmental Laboratory Accreditation Council (NELAC). These
certifications were current during the monitoring and analysis period.

The laboratory reports include analytical and quality control results and, where appropriate, a description
in the case narrative regarding analytical methods and quality assurance/quality control (QA/QC) issues,
holding time information, and pertinent observations. The QA/QC Summary reports provided with each
laboratory analytical report were reviewed to confirm that all laboratory QA/QC requirements were met.

Laboratory analytical reports for each sampling event are associated with a laboratory work order number.
As described in the approved Groundwater Monitoring Quality Assurance Plan (QAP) Section 3.3.10, one
blind duplicate was collected during each sampling event. The laboratory work order, blind duplicates, and
their association to a primary sample are summarized as follows:

Quarter 1 March 10 and 11, 2023 Sampling
• Work Order S2303166 (dated 5/25/2023)
o RM100 was the field duplicate sample to RM18

Quarter 2 April 22 and 24, 2023 Sampling
• Work Order # S2304349 (dated 5/30/2023)
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o RM100 was the field duplicate sample to RM1

Quarter 3 July 14 and 15, 2023 Sampling
• Work Order S2307223 (dated 08/18/2023)
o RM100 was the field duplicate sample to RM1
o RM7 and RM19 were split with UDEQ/DWMRC

Quarter 4 November 5 and 6, 2023 Sampling
• Work Order S2311115 (dated 1/29/2024)
o RM100 was the field duplicate sample to RM19

5.2 Summary of Results
The monitoring program continues to report results for the Permit Table 2 constituent adjusted gross alpha
(minus radon and uranium) to have baseline data to support development of future intra-well compliance
values for this parameter. The lateral variations of eight key parameters (arsenic, barium, chromium,
selenium, total dissolved solids, sulfate, chloride and field pH values) are presented on Figures 5-1 and 5-
2 to aid in evaluating present concentrations at the Facility. Figure 3-5 shows the November 2023
groundwater elevation data. The localized perched groundwater zone wells are shown with their names
labeled in red, while the Entrada aquifer wells are labeled in blue.

In addition, time series plots have been developed for all permit required constituents (Attachment D). The
historical data in Attachment D are useful in evaluating long-term groundwater quality patterns, and
previous annual reports should be used to view plots of data prior to 1998.

The groundwater quality of the uppermost aquifer (Entrada) is very good with generally low total dissolved
solids concentrations, typically less than 300 mg/L, and low dissolved metals and radionuclide
concentrations. This discussion addresses only anomalies to the otherwise stable groundwater quality
characteristics observed in the groundwater monitoring program. Constituents not discussed remain below
Utah GWQS and exhibit no significant changes for this reporting period.

All wells continued to have stable and relatively uniform concentrations or concentration not reported above
the reporting limit for ammonia, cadmium, chromium, copper, mercury, molybdenum, silver, and lead.
Radium-226 concentrations in all wells is variable. Only RM8, RM12, RM2R and RM20 appear to exhibit
any differences from the general pattern of stable and relatively uniform groundwater concentrations.

Well RM8
Groundwater quality data and graphs of data trends for RM8 are presented in Attachment D. Well RM8 is
located downgradient of the tailings cell and monitors a perched groundwater zone, a laterally limited zone
of lower permeability Entrada Sandstone with saturated conditions approximately 78 feet above the
groundwater table of the Entrada aquifer. This well has historically exhibited markedly different
groundwater quality characteristics than the wells of the Entrada aquifer. Well RM8 typically has
concentrations of several constituents greater than most other Facility wells.

Arsenic concentrations are elevated relative to arsenic concentrations in wells completed in the Entrada
aquifer.

Calcium concentrations, which were below the other Entrada aquifer wells before 2009, increased between
April 2009 and July 2012. Since July 2012 calcium concentrations have fluctuated but remain above pre-
2009 values. The reason for the increasing concentration trend is not known but may relate to re-dissolution
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of salts or carbonates in the capillary fringe of this perched groundwater zone associated with the slight
rising groundwater level trends.

Chloride concentrations, which were consistent with other Entrada aquifer wells prior to 2005, have
fluctuated between 20 mg/L and 60 mg/L since July 2011 and remain elevated above concentrations in the
Entrada aquifer. Chloride concentrations have generally increased since the fourth quarter of 2018. The
increase in chloride concentrations occurs with increase in groundwater elevation at RM8 since 2011.

Calculated adjusted gross alpha was reported as 10.3 pCi/L in the fourth quarter of 2023 which was elevated
above the previous three quarters in RM8. The TDS concentrations were a historic high of 590 mg/L.
Gross alpha results on high TDS, greater than 500 mg/L, samples are not considered reliable. Samples with
TDS concentrations above 500 mg/L require a low sample volume for the method. This low sample volume
and high TDS can produce elevated results that if all the alpha emitters for the sample were added together
the results would be out of balance. Gross alpha was developed for screening of low TDS (less than 500
mg/L) drinking water samples.

Fluoride concentrations are elevated relative to concentrations in wells in the Entrada aquifer but relatively
stable since late 2011.

Nitrate + nitrite values have been increasing since fourth quarter of 2019 and are above concentrations
measured in all other wells.

Sodium concentrations have ranged between and 51 and 148 mg/L since 2011. Sodium concentrations
have been increasing since 2019. All other wells measured have sodium concentration values of
approximately 20 mg/L.

Sulfate values generally remain elevated and fluctuating between 69 and 163 mg/L since 2018. Reported
concentrations have generally been increasing since 2021. All other wells, except RM20, measured have
sulfate concentration values less than 50 mg/L.

Total dissolved solids (TDS) values have generally been increasing since 2018 with a historic high of 590
reported in the fourth quarter of 2023. TDS in this well exceeded GWQS. This TDS concentration pattern
is not exhibited by any other well and the basis for the change is not known.

Reported uranium concentrations from the last twelve quarters show an increasing trend similar to that
observed in well RM20. These concentrations range from 0.0096 to 0.018 mg/L and are well below the
drinking water standard of 0.03 mg/L.

Well RM12
Groundwater quality data and graphs of data trends for well RM12 are presented in Appendix B. Well
RM12 monitors the shallow portion of the Entrada aquifer (approximately 13 feet of saturated screen
length) upgradient of the tailings cell and is considered a background well. Concentrations of uranium and
sulfate are greater than all other wells except RM8 and RM20. Chloride concentrations are greater than all
other wells but RM8.

Magnesium concentrations in RM12 are higher than any other well. Based on the upgradient location of
RM12, these conditions appear to reflect natural variability and not effects from Facility activities.

Bicarbonate concentrations in the groundwater sampled from RM12 are routinely higher than all other wells
except RM1.
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Well RM20
Groundwater quality data and graphs of data trends for RM20 are presented in Appendix B. Well RM20
monitors the groundwater in the Entrada aquifer, downgradient from the tailings cell point of compliance
wells and vertically below RM8.

The bicarbonate and nitrate + nitrite concentrations are less than all other wells.

Arsenic values have remained elevated above other wells excluding RM8. Groundwater concentrations
remain below those reported prior to 2008. The fourth quarter 2023 concentration was 0.008 mg/L.

Calcium values were relatively stable although elevated (40 mg/L) at concentrations approximately 30
percent greater than most other wells through fourth quarter 2008. Reported concentrations have generally
decreased since that time to a current value of 29 mg/L. Reported groundwater concentrations are similar
to those reported for RM8.

Magnesium exhibited a generally decreasing trend between 2013 and 2018. Reported concentrations have
fluctuated since 2018 and the current concentration, 17 mg/L, is below all other wells.

Selenium values were elevated but steadily decreasing between March 2004 and May 2016 from a high of
0.025 mg/L to values around 0.0055 mg/L in March 2016. The current concentration, 0.006 mg/L, is similar
to groundwater concentrations reported for all other wells.

Sulfate values have been elevated above all other wells except for RM8 but steadily decreasing since 2004
from a high of 131 mg/L to current values of around 47 mg/L. All other Entrada aquifer wells have sulfate
concentrations less than 50 mg/L.

Reported TDS values were stable and slightly elevated above other Entrada aquifer wells between 2006
and fourth quarter 2012. Reported concentrations appear to be relatively stable and below the values
reported from several other wells. Current concentrations are reported at 230 mg/L.

Uranium values remained slightly elevated above all other wells, except RM8, but relatively stable in 2023
with concentrations near 0.013 mg/L. These uranium concentrations historically tracked closely with the
concentrations in the upgradient background RM12 until 2019 when uranium in RM20 began a slight
increasing trend. Uranium concentrations in RM20 have fluctuated slightly since 2014 and remain below
the drinking water standard.

Utah GWQS were not exceeded for any constituent in the uppermost aquifer.

5.3 Quality Assurance & Quality Control
Groundwater monitoring at the Facility is conducted in compliance with the Permit (UGW170003), dated
May 14, 2019 as well as the License and an approved groundwater monitoring QAP, which is referenced
in the Permit in Section 1.E.1.a. The following section presents a review of the field sampling and analytical
data with respect to the QAP quality assurance/quality control requirements and objectives for the
groundwater monitoring program.

The detailed narrative regarding the quality assurance review and corrective action for the first half of 2023
was presented in Shootaring Canyon Uranium Facility Semi-Annual 2023 Groundwater Monitoring Report
and are not presented in this report. If any corrective actions were proposed and implemented from the first
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half of 2023, those proposed corrective actions would be presented in Shootaring Canyon Uranium Facility
Semi-Annual 2023 Groundwater Monitoring Report and are not presented in this report.

5.4 Field Data
This section addresses the QA\QC review of the third and fourth quarter 2023 analytical data.

5.4.1 Sampling Preparation
Sample bottles are ordered from Pace, which maintained current certification with the State of Utah for all
sampling periods.

5.4.2 Daily Meter Calibration
All instrument calibrations were performed with pre-mixed NIST traceable buffers and standards solutions
(± 1 percent accuracy) at the start of each sampling day. The calibration of the meter is documented on
field sampling forms provided with this report (Attachment B). All calibrations were performed according
to the QAP and documentation commitments were met with no exceptions.

The Slope Indicator water level meter was confirmed to be operating appropriately for all sampling events.

5.4.3 Groundwater Level Measurement
Groundwater levels were measured to the nearest 0.01 feet using a Slope Indicator water level meter with
no exceptions.

5.4.4 Calculation of Well Casing Volumes
As specified by the approved QAP, well casing groundwater volumes and purge amounts are calculated in
the field and documented on the field sampling forms. Well casing volumes are calculated according to
Section 4.3 of the approved QAP. Based on the well construction details and the measured groundwater
levels, the well casing volume was appropriately calculated and documented for each well for both periods
with no exceptions.

5.4.5 Pumping Rate Determination
The rate at which each well is pumped is calculated by measuring the time for the pumping discharge to fill
a set of 30-gallon buckets with 2.5-gallon graduated markings, the total volume purged is confirmed by
measuring the total volume pumped. The pumping rate was determined and recorded for each well for all
sampling periods with no exceptions.

5.4.6 Meter Function Checks
Prior to sampling each well, function of the pH, conductivity and temperature meter is verified using
standard solutions derived from the same standards used in the daily calibration. The meter function check
met the acceptability criteria (± 0.2 standard pH units and ± 10% of the conductivity standard value) with
no exceptions for all sampling periods.

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5.4.7 Pre-Sampling Well Purging & Field Parameter Stabilization
A complete well casing volume was purged from all wells, except RM12 in the fourth quarter. Well RM12
routinely stops pumping water before one casing volume is purged. Pumping volumes were confirmed by
measuring all pump discharge with 30-gallon buckets. As described in Section 3.3.5 of the approved QAP,
the groundwater stabilization parameters of the purged water, specific conductance and pH, were stable
prior to sample collection.

5.4.8 Well Sampling
Because RM12 routinely purges dry before one casing volume can be purged, the sample was collected
above the pump when approximately one gallon remained of the calculated purge volume.

All bottles, for analytes that require filtering, are filtered to 0.45 μm and preserved in the field. Once
collected and placed in the appropriate containers with the appropriate preservatives, the samples were
placed into coolers with ice packs. Samples were kept in the iced coolers or a secure refrigerator at 4°C ±
2°C until transport to the laboratory.

All sampling, bottle labeling, filtering, preservation, and handling were as required by the approved QAP.
All samples were received by the laboratory below the required 4°C (± 2°C) temperature range as confirmed
by the chain of custody form and the Pace condition upon receipt checklist included with the laboratory
report sheets in this report (Attachment C). The 0.5 gallon bottle for RM20 was leaking when it arrived at
the laboratory. Laboratory staff transferred the contents of the leaking bottle to another bottle and analyzed
as usual.

5.5 Laboratory Data Reduction, Validation and Reporting
5.5.1 Holding Time
All analyses conducted on samples were analyzed within the method specified holding time for samples
from the third and fourth quarter 2023 sampling events.

5.5.2 Chain of Custody Forms
Chain of custody forms were complete and accurate for both the third and fourth quarter 2023 sampling
events.

5.5.3 Analytes, Methods and Reporting Limits
All samples were analyzed for the indicated analyses and the requested methods and met laboratory and
QAP criteria. Reporting limits for the fourth quarter 2023 sampling of the tailings sump for chloride and
sulfate and RM8 for chloride were above QAP approved reporting limits. All results for these analytes
were above the respective reporting limits.

5.5.4 Analytical Accuracy
The accuracy of the data was evaluated based on the laboratory method blank (MB), lab control sample
(LCS) recovery, matrix spike (MS) and matrix spike duplicate (MSD), and laboratory duplicate results.

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Pace reports routine reporting limits on the Analytical QA Summary Report provided with each work order.
The reporting limits for QA samples as reported on this routine report are higher than the QAP Table 3-2
values for several analytes. However, Pace has stated that if a laboratory blank has a value higher than the
reporting limit requested by Anfield, Pace will flag the result. None of the QA sample results were flagged
with qualifiers for reporting limit.

5.5.5 Lab Control Samples
All lab control samples (LCS) recoveries were within the required percent recovery limits for all
compounds.

5.5.6 Matrix Spike and Matrix Spike Duplicate Recoveries
Matrix spike/matrix spike duplicate recoveries for nitrate+nitrite were outside laboratory acceptance criteria
for the fourth quarter 2023 sampling.

5.5.7 Analytical Precision
Evaluation of analytical precision was based on field duplicate relative percent difference values (RPDs).
As per Section 4.3 of the approved QAP, if the concentration or activity of any constituent is more than
five times greater than the reporting limit (RL), an RPD of more than 20 percent between the primary and
blind duplicate sample must be investigated. If the concentration or activity of any constituent is less than
five times greater than the reporting limit (RL), a relative difference (RD) of more than one between the
primary and blind duplicate sample must be investigated.
MS\MSD Precision
All MS\MSD pair RPDs were within acceptable range of for all MS\MSD analyses for the third and fourth
quarter 2023 sampling events with no exceptions.
Laboratory Duplicate Precision
Laboratory duplicate samples for analysis for all analytes was within laboratory acceptance criteria for the
third and fourth quarter 2023 sampling events with the exception of carbonate in the fourth quarter 2023.

Field Sample Precision
Precision was evaluated with the field duplicate samples identified as RM100 as outlined in Section 5.1.
The agreement between the primary and blind field duplicate samples for all sampling events was good
with analytes having a RPD value less than 15 percent or a replicate error ratio (RER) value of less than 2.
The calculated RPD and RER values are presented in Attachment C.

5.6 Internal QA Review & Reporting
This report has undergone internal review by the Facility RSO and the senior management of Anfield.
Corrective actions for the quality assurance issues identified above, including internal quality assurance
reviews, are addressed in the following section.
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6.0 CORRECTIVE ACTION
No additional corrective action is necessary.

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7.0 REFERENCES
Hydro-Engineering, LLC. 1998. Ground-Water Hydrology of Shootaring Canyon Tailings Site, consulting
Report for Plateau Resources, LTD.

Hydro-Engineering, LLC. 1999. Aquifer Properties of New Wells and Recommended Sampling Rates,
Consulting Report for Plateau Resources, LTD.

Hydro-Engineering, LLC. 2000. Update of the Ground-Water Hydrology of Shootaring Canyon Tailings
Site, Consulting Report for Plateau Resources, LTD.

Hydro-Engineering, LLC. 2001. Groundwater Monitoring of Shootaring Canyon Tailings Site, 2000,
Consulting Report for Plateau Resources, LTD.

Hydro-Engineering, LLC. 2002. Groundwater Monitoring of Shootaring Canyon Tailings Site, 2001,
Consulting Report for Plateau Resources, LTD.

Hydro-Engineering, LLC. 2003. Groundwater Monitoring of Shootaring Canyon Tailings Site, 2002,
Consulting Report for Plateau Resources, LTD.

Hydro-Engineering, LLC. 2004. Groundwater Monitoring of Shootaring Canyon Tailings Site, 2003,
Consulting Report for Plateau Resources, LTD.

Hydro-Engineering, LLC. 2005a. Groundwater Monitoring of Shootaring Canyon Tailings Site, 2004,
Consulting Report for Plateau Resources, LTD.

Hydro-Engineering, LLC. 2005b. Ground-water Monitoring of Shootaring Canyon Tailings Site, 2005,
Consulting Report for Plateau Resources, LTD.

Hydro-Engineering, LLC. 2005c. Tailings Management Plan for Shootaring Canyon Uranium Processing
Facility, 2005, Consulting Report for Plateau Resources, LTD.

Hydro-Engineering, LLC. 2007. Ground-water Monitoring of Shootaring Canyon Tailings Site, 2006,
Consulting Report for Plateau Resources, LTD.

Hydro-Engineering, LLC and Environmental Resources Group, 2005, Tailings Reclamation and
Decommissioning Plan for Shootaring Canyon Uranium Project, 2005, Consulting Report for
Plateau Resources, LTD.

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TABLES

Shootaring Canyon Uranium Facility
Table 2-1 - Summary of Monitoring Wells and Background Data Collection
PVC
Casing
Inside
Diameter
(inches)
RM 1 3 L,S Active &
Required Dedicated Submersible Pump
RM2R 5 L,S Active &
Required Dedicated Submersible Pump
RM7 3 L,S Active &
Required Dedicated Submersible Pump
RM8 3 L Active &
Required Dedicated Submersible Pump
RM12 5 L,S Active &
Required Dedicated Submersible Pump
RM14 5 L,S Active &
Required Dedicated Submersible Pump
RM18 5 L,S Active &
Required Dedicated Submersible Pump
RM19 5 L,S Active &
Required Dedicated Submersible Pump
RM20 5 L Active &
Required Dedicated Submersible Pump
RM3 6 ----Abandoned ----
RM4R 5 ----Abandoned ----
RM10 5 ----Abandoned ----
RM11 5 ----Abandoned ----
RM13 5 ----Abandoned ----
RM15 5 ----Abandoned ----
RM16 5 ----Abandoned ----
RM17 5 ----Abandoned ----
RM21 5 ----Active & Not
Required ----
RM22 5 ----Active & Not
Required ----
PZ4 1 ----Abandoned ----
PZ5 1 ----Abandoned ----
PZ6 1 ----Abandoned ----
L = Water-Level Measurement
S = Water-Quality Sample
Well Name Data Type Status Sample Method
Shootaring Canyon Uranium Facility
Table 2-2 - Groundwater Discharge Monitoring Parameters and State Standards
Parameter Units Groundwater Quality
Standard
pH (field)S.U.6.5-8.5
Total Dissolved Solids mg/L 500
Chloride mg/L 250
Fluoride mg/L 4
Ammonia mg/L 30
Nitrate + Nitrite as N mg/L 10
Sulfate mg/L 500
Arsenic mg/L 0.05
Barium mg/L 2
Cadmium mg/L 0.005
Chromium mg/L 0.1
Copper mg/L 1.3
Lead mg/L 0.015
Mercury mg/L 0.002
Molybdenum mg/L 0.1
Selenium mg/L 0.05
Silver mg/L 0.1
Zinc mg/L 5
Uranium, natural mg/L 0.03
Radium-226 pCi/L 5
†Gross Alpha pCi/L 15
† = Parameter required by Permit Section I.E.1.e.iii.B.1 to develop background
data for the future compliance with Table 2 requirements
Table 3-1 - Water Level Elevations
Shootaring Canyon Uranium Facility
Location
Name Date Depth to GW
Elev GW
Measured Location Name Date Depth to GW
Elev GW
Measured
OW1A 3/3/98 218.18 4254.35 RM10 12/9/99 92.00 4251.57
OW1A 1/25/03 229.20 4243.33 RM10 12/16/99 92.00 4251.57
OW1A 1/16/04 222.30 4250.23 RM10 3/3/00 95.19 4248.38
OW1A 9/21/04 239.40 4233.13 RM10 5/4/00 97.25 4246.32
OW1A 6/15/05 258.90 4213.63 RM10 9/27/00 96.83 4246.74
OW1B 2/2/03 448.20 4026.03 RM10 12/26/00 98.00 4245.57
OW1B 1/16/04 448.20 4026.03 RM10 3/12/01 96.15 4247.42
OW1B 9/21/04 449.73 4024.5 RM10 5/17/01 94.97 4248.6
OW2 1/25/03 222.90 4247.8 RM10 9/10/01 94.40 4249.17
OW2 1/16/04 229.50 4241.2 RM10 2/5/02 96.10 4247.47
OW2 9/21/04 228.50 4242.2 RM10 10/13/02 96.80 4246.77
OW2 6/15/05 236.50 4234.2 RM10 4/19/03 95.10 4248.47
OW3 2/2/03 453.20 4017.58 RM10 10/15/03 95.30 4248.27
OW3 1/16/04 452.90 4017.88 RM11 11/6/99 180.57 4255.57
OW3 9/21/04 452.85 4017.93 RM11 11/13/99 180.59 4255.55
OW4 1/25/03 213.55 4258.99 RM11 12/10/99 181.32 4254.82
OW4 1/16/04 231.30 4241.24 RM11 3/4/00 182.75 4253.39
OW4 9/21/04 230.48 4242.06 RM11 5/2/00 182.93 4253.21
OW4 6/15/05 238.30 4234.24 RM11 9/27/00 182.19 4253.95
PZ4 12/9/99 25.00 4322.17 RM11 11/29/00 184.12 4252.02
PZ4 3/3/00 25.00 4322.17 RM11 3/15/01 179.69 4256.45
PZ4 5/3/00 25.00 4322.17 RM11 5/17/01 179.60 4256.54
PZ4 11/28/00 25.00 4322.17 RM11 9/10/01 179.60 4256.54
PZ4 3/14/01 25.00 4322.17 RM11 3/19/02 181.00 4255.14
PZ4 5/17/01 25.00 4322.17 RM11 10/27/02 184.50 4251.64
PZ4 9/16/01 25.00 4322.17 RM11 3/24/03 184.90 4251.24
PZ4 1/27/03 26.25 4320.92 RM11 10/19/03 184.70 4251.44
PZ4 4/28/03 26.25 4320.92 RM13 10/22/99 188.71 4246.1
PZ5 12/9/99 25.00 4319.79 RM13 12/14/99 188.38 4246.43
PZ5 3/3/00 25.00 4319.79 RM13 3/7/00 188.23 4246.58
PZ5 5/3/00 25.00 4319.79 RM13 5/3/00 189.45 4245.36
PZ5 11/28/00 25.00 4319.79 RM13 9/26/00 190.00 4244.81
PZ5 3/14/01 25.00 4319.79 RM13 11/28/00 189.68 4245.13
PZ5 5/17/01 25.00 4319.79 RM13 3/14/01 187.93 4246.88
PZ5 9/16/01 25.00 4319.79 RM13 5/17/01 187.80 4247.01
PZ5 1/27/03 26.30 4318.49 RM13 9/10/01 189.90 4244.91
PZ5 4/28/03 26.30 4318.49 RM13 1/28/02 188.10 4246.71
PZ6 12/9/99 25.00 4337.5 RM13 3/12/02 188.00 4246.81
PZ6 3/3/00 25.00 4337.5 RM13 9/8/02 188.10 4246.71
PZ6 5/3/00 25.00 4337.5 RM13 3/24/03 188.40 4246.41
PZ6 11/28/00 25.00 4337.5 RM13 10/16/03 189.60 4245.21
PZ6 3/14/01 25.00 4337.5 RM15 3/3/98 106.38 4237.37
PZ6 5/17/01 25.00 4337.5 RM15 12/11/99 105.96 4237.79
PZ6 9/16/01 25.00 4337.5 RM15 3/7/00 105.80 4237.95
PZ6 1/27/03 25.60 4336.9 RM15 5/3/00 106.00 4237.75
PZ6 4/28/03 25.60 4336.9 RM15 9/25/00 106.28 4237.47
RM15 11/28/00 105.91 4237.84
RM15 3/14/01 105.73 4238.02
RM15 5/17/01 105.82 4237.93
RM15 9/10/01 106.15 4237.6
RM15 3/18/02 106.00 4237.75
RM15 10/14/02 105.92 4237.83
RM15 4/20/03 105.10 4238.65
RM15 10/15/03 107.70 4236.05
Table 3-1 - Water Level Elevations
Shootaring Canyon Uranium Facility
Location
Name Date Depth to GW
Elev GW
Measured Location Name Date Depth to GW
Elev GW
Measured
RM16 10/16/99 193.84 4241.11 RM22 11/5/03 120.00 4290.52
RM16 10/20/99 193.84 4241.11 RM22 11/12/03 120.00 4290.52
RM16 11/13/99 193.89 4241.06 RM22 6/16/04 120.00 4290.52
RM16 12/13/99 193.77 4241.18 RM22 9/21/04 120.80 4289.72
RM16 3/4/00 193.78 4241.17 RM22 12/15/04 120.80 4289.72
RM16 5/3/00 193.60 4241.35 RM22 3/20/05 120.80 4289.72
RM16 9/26/00 193.77 4241.18 RM22 6/8/05 120.80 4289.72
RM16 11/29/00 193.64 4241.31 RM22 12/12/05 120.80 4289.72
RM16 3/12/01 193.51 4241.44 RM22 3/11/06 120.80 4289.72
RM16 5/17/01 193.62 4241.33 RM22 6/13/06 120.80 4289.72
RM16 9/10/01 194.00 4240.95 RM22 9/18/06 120.80 4289.72
RM16 1/28/02 193.60 4241.35 RM22 12/9/06 120.80 4289.72
RM16 3/11/02 193.80 4241.15 RM3 3/2/98 215.12 4246.2
RM16 3/27/02 193.44 4241.51 RM3 10/12/99 214.65 4246.67
RM16 9/8/02 194.30 4240.65 RM3 12/12/99 214.60 4246.72
RM16 3/24/03 193.75 4241.2 RM3 3/5/00 214.62 4246.7
RM16 10/16/03 194.60 4240.35 RM3 5/4/00 214.40 4246.92
RM17 10/16/99 187.02 4246.56 RM3 9/27/00 214.60 4246.72
RM17 10/20/99 186.92 4246.66 RM3 12/25/00 214.50 4246.82
RM17 11/2/99 187.38 4246.2 RM3 3/15/01 214.48 4246.84
RM17 12/13/99 187.13 4246.45 RM3 5/17/01 214.46 4246.86
RM17 3/7/00 187.20 4246.38 RM3 9/17/01 214.30 4247.02
RM17 5/3/00 187.11 4246.47 RM3 3/11/02 214.70 4246.62
RM17 9/26/00 187.19 4246.39 RM3 10/14/02 214.70 4246.62
RM17 11/28/00 187.28 4246.3 RM3 3/24/03 214.66 4246.66
RM17 3/14/01 187.85 4245.73 RM3 10/19/03 214.80 4246.52
RM17 5/17/01 187.54 4246.04 RM4 3/3/98 155.72 4239.78
RM17 9/10/01 189.00 4244.58 RM4 8/14/98 155.30 4240.2
RM17 1/28/02 187.20 4246.38 RM4 3/8/99 155.14 4240.36
RM17 3/12/02 187.70 4245.88 RM4 9/5/99 155.25 4240.25
RM17 9/8/02 187.40 4246.18 RM4 12/20/99 155.28 4240.22
RM17 3/24/03 187.40 4246.18 RM4 2/12/00 155.04 4240.46
RM17 10/15/03 190.00 4243.58 RM4 3/9/00 155.23 4240.27
RM17 10/15/03 190.00 4243.58 RM4 5/3/00 155.01 4240.49
RM2 3/2/98 257.82 4261.94 RM4 9/25/00 155.27 4240.23
RM2 12/20/99 257.68 4262.08 RM4 11/28/00 155.00 4240.5
RM2 3/9/00 257.92 4261.84 RM4 3/15/01 154.98 4240.52
RM2 5/4/00 257.62 4262.14 RM4 5/17/01 155.24 4240.26
RM2 9/27/00 257.59 4262.17 RM4 9/17/01 155.70 4239.8
RM2 11/29/00 257.60 4262.16 RM4 3/26/02 155.00 4240.5
RM2 3/15/01 257.76 4262 RM4 10/28/02 155.10 4240.4
RM2 5/18/01 257.80 4261.96 RM4 4/27/03 155.40 4240.1
RM2 9/10/01 257.85 4261.91 RM4 10/20/03 155.80 4239.7
RM2 9/16/01 258.20 4261.56
RM2 1/27/03 258.25 4261.51
RM21 11/5/03 140.00 4281.64
RM21 11/12/03 140.00 4281.64
RM21 6/16/04 140.00 4281.64
RM21 9/21/04 141.30 4280.34
RM21 12/15/04 141.30 4280.34
RM21 3/20/05 141.30 4280.34
RM21 6/8/05 141.30 4280.34
RM21 12/13/05 141.30 4280.34
RM21 6/12/06 141.30 4280.34
RM21 9/18/06 141.30 4280.34
RM21 12/9/06 141.30 4280.34
Table 3-1 - Water Level Elevations
Shootaring Canyon Uranium Facility
Location
Name Date Depth to GW
Elev GW
Measured Location Name Date Depth to GW
Elev GW
Measured
RM4R 10/16/99 128.18 4240.14 T4 7/29/02 20.00 4411.2
RM4R 10/19/99 127.96 4240.36 T4 8/5/02 20.00 4411.2
RM4R 12/12/99 128.49 4239.83 T4 8/24/02 20.00 4411.2
RM4R 3/8/00 128.23 4240.09 T4 10/3/02 20.00 4411.2
RM4R 5/3/00 128.37 4239.95 T4 10/27/02 20.00 4411.2
RM4R 9/25/00 128.36 4239.96 T4 2/19/03 20.00 4411.2
RM4R 11/28/00 128.30 4240.02 T4 8/15/03 20.00 4411.2
RM4R 3/14/01 128.12 4240.2 T4 9/8/03 20.00 4411.2
RM4R 5/17/01 128.15 4240.17 T4 2/24/04 20.00 4411.2
RM4R 9/17/01 129.00 4239.32 T4 4/14/04 20.00 4411.2
RM4R 3/11/02 128.40 4239.92 T4 8/2/04 20.00 4411.2
RM4R 9/9/02 128.20 4240.12 T4 9/21/04 20.00 4411.2
RM4R 4/20/03 128.00 4240.32 T4 12/30/04 20.00 4411.2
RM4R 10/15/03 128.60 4239.72 T4 3/22/05 20.00 4411.2
RM5 3/3/98 139.40 4239.72 T4 6/15/05 18.40 4412.8
RM5 8/15/98 139.01 4240.11 T4 7/21/05 18.40 4412.8
RM5 3/9/99 138.77 4240.35 T4 9/12/05 18.60 4412.6
RM5 9/5/99 139.05 4240.07 T4 11/13/05 18.82 4412.38
RM5 2/13/00 138.84 4240.28 T4 12/6/05 19.00 4412.2
RM5 5/3/00 138.92 4240.2 T4 2/17/06 19.10 4412.1
RM5 9/26/00 136.00 4243.12 T4 4/20/06 18.30 4412.9
RM5 11/28/00 135.91 4243.21 T4 6/5/06 18.40 4412.8
RM5 3/15/01 138.80 4240.32 T4 8/17/06 18.10 4413.1
RM5 5/17/01 139.21 4239.91 T4 10/27/06 17.40 4413.8
RM5 9/17/01 139.00 4240.12 T4 12/22/06 17.50 4413.7
RM5 3/11/02 139.00 4240.12 T4 3/2/07 17.65 4413.55
RM5 10/14/02 139.31 4239.81 T5 2/13/02 9.9 4415.1
RM5 4/27/03 139.40 4239.72 T5 6/7/02 10 4415
RM5 10/20/03 140.30 4238.82 T5 7/18/02 10 4415
RM6 3/3/98 136.61 4237.96 T5 7/29/02 10 4415
RM6 8/15/98 136.02 4238.55 T5 8/5/02 10 4415
RM6 3/9/99 135.88 4238.69 T5 8/24/02 9.8 4415.2
RM6 9/5/99 136.01 4238.56 T5 8/26/02 9.8 4415.2
RM6 2/14/00 135.95 4238.62 T5 9/3/02 9.9 4415.1
RM6 5/3/00 136.06 4238.51 T5 10/3/02 9.9 4415.1
RM6 9/25/00 136.35 4238.22 T5 10/27/02 9.9 4415.1
RM6 11/28/00 136.30 4238.27 T5 2/19/03 9.9 4415.1
RM6 3/15/01 136.85 4237.72 T5 8/15/03 10 4415
RM6 5/17/01 135.88 4238.69 T5 9/8/03 10 4415
RM6 9/16/01 136.20 4238.37 T5 2/24/04 10 4415
RM6 3/18/02 136.00 4238.57 T5 4/14/04 10 4415
RM6 10/14/02 135.70 4238.87 T5 8/2/04 10 4415
RM6 4/20/03 135.40 4239.17 T5 9/21/04 10 4415
RM6 10/15/03 136.50 4238.07 T5 12/30/04 10 4415
RM9 3/4/98 61.73 4307.58 T5 3/22/05 8.95 4416.05
RM9 4/24/02 60.61 4308.7 T5 6/15/05 9.75 4415.25
RM9 1/27/03 61.60 4307.71 T5 9/12/05 10 4415
RM9 4/22/03 61.20 4308.11 T5 11/13/05 10 4415
RM9 4/24/03 61.50 4307.81 T5 2/18/06 10 4415
RM9 4/26/03 61.10 4308.21 T5 4/20/06 10 4415
RM9 10/20/03 61.30 4308.01 T5 6/5/06 10 4415
T4 2/13/02 20.00 4411.2 T5 8/17/06 9.8 4415.2
T4 6/7/02 20.00 4411.2 T5 10/27/06 9.7 4415.3
T4 7/18/02 20.00 4411.2 T5 12/22/06 9.7 4415.3
T5 3/2/07 8.2 4416.8
Table 3-1 - Water Level Elevations
Shootaring Canyon Uranium Facility
Location
Name Date Depth to GW
Elev GW
Measured Location Name Date Depth to GW
Elev GW
Measured
T6 2/13/02 11.7 4417.3
T6 6/7/02 11.7 4417.3
T6 7/18/02 11.7 4417.3
T6 7/29/02 11.7 4417.3
T6 8/5/02 11.7 4417.3
T6 8/24/02 11.7 4417.3
T6 10/3/02 11.7 4417.3
T6 10/27/02 11.7 4417.3
T6 2/18/03 11.7 4417.3
T6 8/15/03 11.7 4417.3
T6 9/8/03 11.7 4417.3
T6 2/24/04 11.7 4417.3
T6 4/14/04 11.7 4417.3
T6 8/2/04 11.7 4417.3
T6 9/21/04 11.7 4417.3
T6 12/30/04 11.7 4417.3
T6 3/22/05 10.95 4418.05
T6 6/15/05 11.7 4417.3
T6 9/12/05 11.7 4417.3
T6 11/13/05 11.7 4417.3
T6 2/18/06 11.7 4417.3
T6 4/20/06 11.7 4417.3
T6 6/5/06 11.7 4417.3
T6 8/17/06 11.8 4417.2
T6 10/27/06 11.8 4417.2
T6 12/22/06 11.7 4417.3
T6 3/2/07 10.7 4418.3
WW2 7/21/05 411.8 4059.81
Table 3-1 - Water Level Elevations
Shootaring Canyon Uranium Facility
Location
Name Date Depth to GW
Elev GW
Measured Location Name Date Depth to GW
Elev GW
Measured
RM1 03/02/98 176.23 4272.97 RM1 04/30/12 178.50 4270.70
RM1 08/14/98 176.19 4273.01 RM1 07/23/12 178.60 4270.60
RM1 03/08/99 175.88 4273.32 RM1 10/01/12 178.27 4270.93
RM1 09/04/99 176.03 4273.17 RM1 02/19/13 178.60 4270.60
RM1 12/11/99 175.96 4273.24 RM1 05/13/13 178.60 4270.60
RM1 02/14/00 175.93 4273.27 RM1 07/15/13 178.90 4270.30
RM1 03/05/00 175.79 4273.41 RM1 11/04/13 178.80 4270.40
RM1 05/02/00 175.83 4273.37 RM1 02/26/14 178.75 4270.45
RM1 09/28/00 175.87 4273.33 RM1 04/29/14 178.80 4270.40
RM1 12/26/00 176.00 4273.20 RM1 07/21/14 178.82 4270.38
RM1 03/16/01 175.83 4273.37 RM1 10/27/14 179.00 4270.20
RM1 05/19/01 176.08 4273.12 RM1 02/23/15 178.90 4270.30
RM1 09/11/01 175.50 4273.70 RM1 05/11/15 178.80 4270.40
RM1 03/25/02 176.00 4273.20 RM1 08/10/15 178.90 4270.30
RM1 10/13/02 175.80 4273.40 RM1 10/19/15 178.90 4270.30
RM1 04/26/03 175.80 4273.40 RM1 03/07/16 178.60 4270.60
RM1 11/12/03 176.53 4272.67 RM1 04/29/16 178.90 4270.30
RM1 12/01/03 176.11 4273.09 RM1 08/04/16 178.25 4270.95
RM1 03/22/04 174.90 4274.30 RM1 10/19/16 178.10 4271.10
RM1 06/15/04 176.35 4272.85 RM1 02/14/17 178.13 4271.07
RM1 09/20/04 176.33 4272.87 RM1 05/01/17 177.90 4271.30
RM1 12/13/04 176.50 4272.70 RM1 07/17/17 178.00 4271.20
RM1 03/21/05 176.50 4272.70 RM1 10/31/17 178.00 4271.20
RM1 06/13/05 177.10 4272.10 RM1 02/20/18 178.00 4271.20
RM1 09/12/05 175.20 4274.00 RM1 04/23/18 177.90 4271.30
RM1 12/14/05 177.50 4271.70 RM1 07/08/18 177.90 4271.30
RM1 03/12/06 177.20 4272.00 RM1 10/09/18 177.50 4271.70
RM1 06/12/06 176.80 4272.40 RM1 01/25/19 177.50 4271.70
RM1 09/18/06 177.50 4271.70 RM1 04/28/19 177.70 4271.50
RM1 12/09/06 177.60 4271.60 RM1 07/01/19 178.10 4271.10
RM1 03/10/07 176.50 4272.70 RM1 11/04/19 178.20 4271.00
RM1 06/25/07 176.10 4273.10 RM1 02/16/20 177.76 4271.44
RM1 08/31/07 177.20 4272.00 RM1 05/24/20 177.80 4271.40
RM1 12/04/07 177.75 4271.45 RM1 07/07/20 177.60 4271.60
RM1 03/25/08 177.82 4271.38 RM1 10/05/20 177.93 4271.27
RM1 06/29/08 178.20 4271.00 RM1 01/22/21 177.80 4271.40
RM1 09/22/08 178.20 4271.00 RM1 04/01/21 177.60 4271.60
RM1 12/22/08 178.20 4271.00 RM1 07/09/21 177.70 4271.50
RM1 02/08/09 177.90 4271.30 RM1 10/03/21 177.70 4271.50
RM1 04/12/09 178.06 4271.14 RM1 02/05/22 177.93 4271.27
RM1 08/24/09 177.95 4271.25 RM1 04/02/22 177.75 4271.45
RM1 10/18/09 178.32 4270.88 RM1 07/08/22 177.75 4271.45
RM1 02/01/10 177.90 4271.30 RM1 10/24/22 177.78 4271.42
RM1 03/22/10 178.35 4270.85 RM1 03/10/23 177.75 4271.45
RM1 04/12/10 178.30 4270.90 RM1 04/22/23 177.77 4271.43
RM1 08/17/10 178.40 4270.80 RM1 07/14/23 177.70 4271.50
RM1 10/18/10 178.43 4270.77 RM1 11/05/23 177.70 4271.50
RM1 01/24/11 178.50 4270.70
RM1 04/11/11 178.40 4270.80
RM1 07/25/11 178.50 4270.70
RM1 10/17/11 178.58 4270.62
RM1 02/13/12 178.62 4270.58
Table 3-1 - Water Level Elevations
Shootaring Canyon Uranium Facility
Location
Name Date Depth to GW
Elev GW
Measured Location Name Date Depth to GW
Elev GW
Measured
RM2R 10/17/99 241.48 4263.38 RM2R 02/24/14 247.85 4257.01
RM2R 10/19/99 241.64 4263.22 RM2R 04/29/14 247.95 4256.91
RM2R 12/15/99 241.64 4263.22 RM2R 07/21/14 248.00 4256.86
RM2R 03/08/00 241.41 4263.45 RM2R 10/27/14 248.20 4256.66
RM2R 05/04/00 241.22 4263.64 RM2R 02/23/15 248.00 4256.86
RM2R 09/27/00 241.21 4263.65 RM2R 05/11/15 248.20 4256.66
RM2R 11/29/00 241.55 4263.31 RM2R 08/10/15 248.40 4256.46
RM2R 03/15/01 241.35 4263.51 RM2R 10/19/15 248.70 4256.16
RM2R 05/18/01 241.36 4263.50 RM2R 03/07/16 248.70 4256.16
RM2R 09/16/01 241.50 4263.36 RM2R 04/29/16 246.40 4258.46
RM2R 03/18/02 241.30 4263.56 RM2R 08/04/16 246.53 4258.33
RM2R 03/18/02 241.30 4263.56 RM2R 10/19/16 246.20 4258.66
RM2R 10/14/02 241.10 4263.76 RM2R 02/14/17 246.30 4258.56
RM2R 10/14/02 241.00 4263.86 RM2R 05/02/17 245.80 4259.06
RM2R 04/20/03 239.70 4265.16 RM2R 07/17/17 246.00 4258.86
RM2R 11/12/03 242.60 4262.26 RM2R 10/31/17 245.80 4259.06
RM2R 11/30/03 240.41 4264.45 RM2R 02/19/18 245.15 4259.71
RM2R 03/23/04 243.63 4261.23 RM2R 04/23/18 245.40 4259.46
RM2R 06/16/04 242.42 4262.44 RM2R 07/09/18 245.50 4259.36
RM2R 09/20/04 242.20 4262.66 RM2R 10/08/18 245.20 4259.66
RM2R 11/28/04 243.40 4261.46 RM2R 01/25/19 245.40 4259.46
RM2R 03/20/05 241.90 4262.96 RM2R 04/28/19 245.20 4259.66
RM2R 06/13/05 243.70 4261.16 RM2R 07/01/19 245.25 4259.61
RM2R 09/11/05 240.70 4264.16 RM2R 11/04/19 245.20 4259.66
RM2R 12/13/05 239.50 4265.36 RM2R 02/16/20 245.00 4259.86
RM2R 03/11/06 244.50 4260.36 RM2R 05/24/20 244.90 4259.96
RM2R 06/11/06 243.90 4260.96 RM2R 07/06/20 244.85 4260.01
RM2R 06/11/06 243.90 4260.96 RM2R 10/04/20 245.10 4259.76
RM2R 09/19/06 241.50 4263.36 RM2R 01/22/21 245.00 4259.86
RM2R 12/10/06 243.10 4261.76 RM2R 04/01/21 244.70 4260.16
RM2R 03/10/07 241.00 4263.86 RM2R 07/09/21 244.70 4260.16
RM2R 06/25/07 239.40 4265.46 RM2R 10/03/21 244.75 4260.11
RM2R 08/31/07 240.60 4264.26 RM2R 02/05/22 244.91 4259.95
RM2R 12/04/07 245.90 4258.96 RM2R 04/02/22 244.61 4260.25
RM2R 03/25/08 245.80 4259.06 RM2R 07/09/22 244.60 4260.26
RM2R 06/30/08 246.00 4258.86 RM2R 10/24/22 244.55 4260.31
RM2R 09/22/08 246.45 4258.41 RM2R 03/10/23 244.60 4260.26
RM2R 12/16/08 246.00 4258.86 RM2R 04/22/23 244.75 4260.11
RM2R 02/08/09 246.40 4258.46 RM2R 07/15/23 244.45 4260.41
RM2R 04/12/09 246.45 4258.41 RM2R 11/05/23 244.60 4260.26
RM2R 08/24/09 246.80 4258.06
RM2R 10/18/09 246.98 4257.88
RM2R 12/07/09 246.50 4258.36
RM2R 02/01/10 246.85 4258.01
RM2R 03/22/10 246.90 4257.96
RM2R 04/12/10 246.80 4258.06
RM2R 08/17/10 247.00 4257.86
RM2R 10/18/10 247.10 4257.76
RM2R 01/24/11 247.00 4257.86
RM2R 04/11/11 247.10 4257.76
RM2R 07/25/11 247.35 4257.51
RM2R 10/17/11 247.50 4257.36
RM2R 02/13/12 247.40 4257.46
RM2R 04/30/12 247.55 4257.31
RM2R 07/23/12 247.50 4257.36
RM2R 10/01/12 247.50 4257.36
RM2R 02/19/13 247.45 4257.41
RM2R 05/13/13 247.65 4257.21
RM2R 07/15/13 247.70 4257.16
RM2R 11/04/13 247.80 4257.06
Table 3-1 - Water Level Elevations
Shootaring Canyon Uranium Facility
Location
Name Date Depth to GW
Elev GW
Measured Location Name Date Depth to GW
Elev GW
Measured
RM7 03/02/98 140.61 4255.25 RM7 02/15/17 141.80 4254.06
RM7 04/24/02 140.51 4255.35 RM7 05/02/17 141.50 4254.36
RM7 09/08/02 140.40 4255.46 RM7 07/18/17 141.73 4254.13
RM7 04/26/03 139.90 4255.96 RM7 10/30/17 141.65 4254.21
RM7 11/12/03 140.53 4255.33 RM7 02/19/18 141.00 4254.86
RM7 11/30/03 140.20 4255.66 RM7 04/23/18 141.80 4254.06
RM7 03/23/04 141.32 4254.54 RM7 07/09/18 141.85 4254.01
RM7 06/16/04 140.00 4255.86 RM7 10/08/18 141.50 4254.36
RM7 09/21/04 140.20 4255.66 RM7 01/26/19 141.85 4254.01
RM7 09/22/04 140.30 4255.56 RM7 04/28/19 141.71 4254.15
RM7 11/07/04 140.30 4255.56 RM7 07/01/19 141.86 4254.00
RM7 03/20/05 141.00 4254.86 RM7 11/04/19 141.80 4254.06
RM7 06/12/05 139.70 4256.16 RM7 02/16/20 141.75 4254.11
RM7 09/11/05 139.40 4256.46 RM7 05/24/20 141.70 4254.16
RM7 12/12/05 139.10 4256.76 RM7 07/07/20 141.70 4254.16
RM7 03/11/06 140.40 4255.46 RM7 10/05/20 141.95 4253.91
RM7 06/11/06 139.70 4256.16 RM7 01/22/21 141.90 4253.96
RM7 09/19/06 139.60 4256.26 RM7 04/01/21 141.70 4254.16
RM7 12/09/06 140.60 4255.26 RM7 07/09/21 141.90 4253.96
RM7 03/10/07 139.20 4256.66 RM7 10/03/21 141.93 4253.93
RM7 06/24/07 139.30 4256.56 RM7 02/05/22 142.00 4253.86
RM7 08/31/07 139.60 4256.26 RM7 04/02/22 141.70 4254.16
RM7 12/03/07 140.82 4255.04 RM7 07/09/22 141.70 4254.16
RM7 03/25/08 141.00 4254.86 RM7 10/16/22 141.70 4254.16
RM7 06/29/08 141.30 4254.56 RM7 03/10/23 141.75 4254.11
RM7 09/23/08 141.33 4254.53 RM7 04/22/23 142.24 4253.62
RM7 12/16/08 141.00 4254.86 RM7 07/15/23 141.90 4253.96
RM7 02/08/09 140.90 4254.96 RM7 11/05/23 142.37 4253.49
RM7 04/12/09 141.24 4254.62
RM7 08/24/09 141.30 4254.56
RM7 10/18/09 141.47 4254.39
RM7 02/01/10 141.28 4254.58
RM7 03/22/10 141.30 4254.56
RM7 04/12/10 141.15 4254.71
RM7 08/17/10 141.40 4254.46
RM7 10/18/10 141.50 4254.36
RM7 01/24/11 141.55 4254.31
RM7 04/11/11 141.40 4254.46
RM7 07/25/11 141.67 4254.19
RM7 10/17/11 141.55 4254.31
RM7 02/13/12 141.60 4254.26
RM7 04/30/12 141.45 4254.41
RM7 07/23/12 141.65 4254.21
RM7 10/01/12 141.64 4254.22
RM7 02/19/13 141.30 4254.56
RM7 05/13/13 141.60 4254.26
RM7 07/15/13 141.70 4254.16
RM7 11/04/13 141.74 4254.12
RM7 02/24/14 141.70 4254.16
RM7 04/28/14 141.80 4254.06
RM7 07/21/14 141.80 4254.06
RM7 10/27/14 141.90 4253.96
RM7 02/23/15 141.90 4253.96
RM7 05/11/15 141.70 4254.16
RM7 08/10/15 142.00 4253.86
RM7 10/19/15 141.85 4254.01
RM7 03/07/16 142.00 4253.86
RM7 04/29/16 141.50 4254.36
RM7 08/04/16 142.88 4252.98
RM7 10/18/16 141.60 4254.26
Table 3-1 - Water Level Elevations
Shootaring Canyon Uranium Facility
Location
Name Date Depth to GW
Elev GW
Measured Location Name Date Depth to GW
Elev GW
Measured
RM8 03/04/98 57.43 4324.34 RM8 02/15/17 54.40 4327.37
RM8 04/24/02 57.40 4324.37 RM8 05/02/17 53.39 4328.38
RM8 01/28/03 57.35 4324.42 RM8 07/18/17 54.19 4327.58
RM8 04/21/03 56.90 4324.87 RM8 10/31/17 53.95 4327.82
RM8 04/24/03 57.50 4324.27 RM8 02/20/18 54.00 4327.77
RM8 04/26/03 56.80 4324.97 RM8 04/23/18 54.15 4327.62
RM8 11/12/03 58.25 4323.52 RM8 07/09/18 54.31 4327.46
RM8 11/30/03 56.80 4324.97 RM8 10/09/18 53.40 4328.37
RM8 03/23/04 58.40 4323.37 RM8 01/26/19 54.15 4327.62
RM8 06/16/04 57.80 4323.97 RM8 04/28/19 53.55 4328.22
RM8 09/21/04 58.00 4323.77 RM8 07/01/19 54.20 4327.57
RM8 11/07/04 58.10 4323.67 RM8 11/04/19 53.50 4328.27
RM8 03/21/05 57.90 4323.87 RM8 02/16/20 53.27 4328.50
RM8 06/12/05 57.90 4323.87 RM8 05/24/20 53.43 4328.34
RM8 09/11/05 58.00 4323.77 RM8 07/07/20 53.88 4327.89
RM8 12/13/05 57.80 4323.97 RM8 10/04/20 54.00 4327.77
RM8 03/11/06 57.90 4323.87 RM8 01/22/21 54.00 4327.77
RM8 06/11/06 57.40 4324.37 RM8 04/01/21 53.95 4327.82
RM8 09/20/06 57.80 4323.97 RM8 07/09/21 54.10 4327.67
RM8 12/08/06 58.40 4323.37 RM8 10/03/21 54.18 4327.59
RM8 03/10/07 56.90 4324.87 RM8 02/05/22 54.20 4327.57
RM8 06/24/07 56.50 4325.27 RM8 04/02/22 53.90 4327.87
RM8 08/31/07 57.20 4324.57 RM8 07/09/22 53.92 4327.85
RM8 12/04/07 57.45 4324.32 RM8 10/15/22 53.25 4328.52
RM8 03/26/08 56.93 4324.84 RM8 03/10/23 53.50 4328.27
RM8 06/30/08 57.20 4324.57 RM8 04/22/23 54.40 4327.37
RM8 09/23/08 57.88 4323.89 RM8 07/15/23 53.42 4328.35
RM8 12/15/08 57.33 4324.44 RM8 11/05/23 54.52 4327.25
RM8 02/08/09 57.05 4324.72
RM8 04/12/09 56.79 4324.98
RM8 08/24/09 57.17 4324.60
RM8 10/18/09 57.15 4324.62
RM8 02/01/10 56.40 4325.37
RM8 03/22/10 56.05 4325.72
RM8 04/12/10 56.20 4325.57
RM8 08/17/10 56.60 4325.17
RM8 01/24/11 56.00 4325.77
RM8 04/11/11 55.90 4325.87
RM8 07/25/11 55.80 4325.97
RM8 10/17/11 56.38 4325.39
RM8 02/13/12 55.65 4326.12
RM8 04/30/12 55.40 4326.37
RM8 07/23/12 55.45 4326.32
RM8 10/01/12 55.82 4325.95
RM8 02/19/13 54.80 4326.97
RM8 05/13/13 55.00 4326.77
RM8 07/15/13 54.90 4326.87
RM8 11/04/13 54.90 4326.87
RM8 02/24/14 54.70 4327.07
RM8 04/28/14 54.70 4327.07
RM8 07/21/14 54.50 4327.27
RM8 10/27/14 54.50 4327.27
RM8 02/23/15 54.20 4327.57
RM8 05/11/15 54.00 4327.77
RM8 08/10/15 54.00 4327.77
RM8 10/19/15 54.10 4327.67
RM8 03/07/16 54.30 4327.47
RM8 04/29/16 53.45 4328.32
RM8 08/04/16 53.75 4328.02
RM8 10/18/16 53.40 4328.37
Table 3-1 - Water Level Elevations
Shootaring Canyon Uranium Facility
Location
Name Date Depth to GW
Elev GW
Measured Location Name Date Depth to GW
Elev GW
Measured
RM12 03/02/98 142.44 4273.51 RM12 04/29/14 144.20 4271.75
RM12 12/09/99 142.49 4273.46 RM12 07/21/14 144.30 4271.65
RM12 12/14/99 142.49 4273.46 RM12 10/27/14 144.30 4271.65
RM12 03/04/00 142.38 4273.57 RM12 02/23/15 144.30 4271.65
RM12 03/10/00 142.50 4273.45 RM12 05/11/15 144.20 4271.75
RM12 05/04/00 142.65 4273.3 RM12 08/10/15 144.35 4271.60
RM12 09/28/00 142.79 4273.16 RM12 10/19/15 144.20 4271.75
RM12 12/26/00 143.00 4272.95 RM12 03/07/16 144.00 4271.95
RM12 03/16/01 142.40 4273.55 RM12 04/29/16 144.20 4271.75
RM12 05/19/01 142.42 4273.53 RM12 08/04/16 144.20 4271.75
RM12 09/11/01 147.00 4268.95 RM12 10/18/06 144.05 4271.90
RM12 03/26/02 146.00 4269.95 RM12 02/14/17 144.25 4271.70
RM12 10/13/02 146.40 4269.55 RM12 05/02/17 143.98 4271.97
RM12 01/27/03 142.50 4273.45 RM12 07/17/17 144.30 4271.65
RM12 04/21/03 143.20 4272.75 RM12 10/30/17 144.30 4271.65
RM12 11/12/03 142.73 4273.22 RM12 02/20/18 143.90 4272.05
RM12 12/01/03 143.90 4272.05 RM12 04/23/18 144.20 4271.75
RM12 03/22/04 143.20 4272.75 RM12 07/08/18 144.25 4271.70
RM12 06/15/04 142.38 4273.57 RM12 10/09/18 144.00 4271.95
RM12 09/20/04 142.49 4273.46 RM12 01/25/19 144.25 4271.70
RM12 11/29/04 142.90 4273.05 RM12 04/28/19 144.15 4271.80
RM12 03/21/05 142.50 4273.45 RM12 07/01/19 144.13 4271.82
RM12 06/13/05 143.20 4272.75 RM12 11/04/19 144.50 4271.45
RM12 09/12/05 142.40 4273.55 RM12 02/16/20 144.20 4271.75
RM12 12/14/05 142.50 4273.45 RM12 05/24/20 144.25 4271.70
RM12 03/12/06 143.80 4272.15 RM12 07/07/20 144.30 4271.65
RM12 06/12/06 142.70 4273.25 RM12 10/04/20 144.25 4271.70
RM12 09/18/06 143.20 4272.75 RM12 01/22/21 144.30 4271.65
RM12 12/09/06 143.40 4272.55 RM12 04/01/21 144.10 4271.85
RM12 03/10/07 143.30 4272.65 RM12 07/09/21 144.15 4271.80
RM12 06/25/07 143.10 4272.85 RM12 10/03/21 144.32 4271.63
RM12 08/31/07 143.90 4272.05 RM12 02/05/22 144.34 4271.61
RM12 12/04/07 143.15 4272.80 RM12 04/02/22 144.12 4271.83
RM12 03/25/08 143.60 4272.35 RM12 07/08/22 144.12 4271.83
RM12 06/29/08 143.80 4272.15 RM12 10/15/22 144.14 4271.81
RM12 09/22/08 143.75 4272.20 RM12 03/10/23 144.30 4271.65
RM12 12/15/08 143.63 4272.32 RM12 04/22/23 144.22 4271.73
RM12 02/08/09 143.65 4272.30 RM12 07/14/23 144.03 4271.92
RM12 04/12/09 143.66 4272.29 RM12 11/05/23 144.30 4271.65
RM12 08/24/09 143.85 4272.10
RM12 10/18/09 143.96 4271.99
RM12 02/01/10 143.90 4272.05
RM12 03/22/10 144.00 4271.95
RM12 04/12/10 143.90 4272.05
RM12 08/17/10 143.90 4272.05
RM12 10/19/10 143.94 4272.01
RM12 01/24/11 144.15 4271.80
RM12 04/11/11 144.10 4271.85
RM12 07/25/11 144.15 4271.80
RM12 10/17/11 144.32 4271.63
RM12 02/13/12 144.3 4271.65
RM12 04/30/12 144.01 4271.94
RM12 07/23/12 144.70 4271.25
RM12 10/01/12 144.15 4271.80
RM12 02/19/13 144.10 4271.85
RM12 05/13/13 144.20 4271.75
RM12 07/15/13 144.23 4271.72
RM12 11/04/13 144.18 4271.77
RM12 02/24/14 144.25 4271.70
Table 3-1 - Water Level Elevations
Shootaring Canyon Uranium Facility
Location
Name Date Depth to GW
Elev GW
Measured Location Name Date Depth to GW
Elev GW
Measured
RM14 10/21/99 192.07 4258.77 RM14 11/04/13 193.70 4257.14
RM14 11/11/99 192.12 4258.72 RM14 02/24/14 193.65 4257.19
RM14 12/15/99 192.23 4258.61 RM14 04/29/14 193.53 4257.31
RM14 03/08/00 191.26 4259.58 RM14 07/21/14 193.00 4257.84
RM14 05/04/00 191.62 4259.22 RM14 10/27/14 193.80 4257.04
RM14 09/27/00 191.16 4259.68 RM14 02/23/15 193.70 4257.14
RM14 11/29/00 191.77 4259.07 RM14 05/11/15 193.60 4257.24
RM14 03/14/01 191.67 4259.17 RM14 08/10/15 193.80 4257.04
RM14 05/18/01 191.63 4259.21 RM14 10/19/15 193.80 4257.04
RM14 09/17/01 191.31 4259.53 RM14 03/07/16 193.80 4257.04
RM14 01/28/02 191.60 4259.24 RM14 04/29/16 193.70 4257.14
RM14 03/18/02 192.00 4258.84 RM14 08/04/16 193.78 4257.06
RM14 03/27/02 192.10 4258.74 RM14 10/18/16 193.50 4257.34
RM14 10/13/02 192.10 4258.74 RM14 02/14/17 193.68 4257.16
RM14 04/20/03 191.80 4259.04 RM14 05/02/17 193.35 4257.49
RM14 11/12/03 192.23 4258.61 RM14 07/17/17 193.40 4257.44
RM14 11/30/03 192.30 4258.54 RM14 10/31/17 193.40 4257.44
RM14 03/23/04 193.09 4257.75 RM14 02/19/18 193.20 4257.64
RM14 06/16/04 191.50 4259.34 RM14 03/13/18 193.50 4257.34
RM14 09/20/04 191.62 4259.22 RM14 04/23/18 193.20 4257.64
RM14 11/28/04 191.30 4259.54 RM14 07/09/18 193.60 4257.24
RM14 03/20/05 191.70 4259.14 RM14 10/08/18 193.30 4257.54
RM14 06/13/05 191.90 4258.94 RM14 01/26/19 193.40 4257.44
RM14 09/12/05 191.70 4259.14 RM14 04/28/19 193.60 4257.24
RM14 12/13/05 191.20 4259.64 RM14 07/01/19 193.70 4257.14
RM14 03/11/06 192.10 4258.74 RM14 11/04/19 193.55 4257.29
RM14 06/12/06 191.80 4259.04 RM14 02/16/20 193.50 4257.34
RM14 09/19/06 191.10 4259.74 RM14 05/24/20 193.51 4257.33
RM14 09/19/06 191.10 4259.74 RM14 07/07/20 193.55 4257.29
RM14 12/09/06 192.50 4258.34 RM14 10/04/20 193.60 4257.24
RM14 03/10/07 192.50 4258.34 RM14 01/22/21 193.50 4257.34
RM14 06/24/07 192.10 4258.74 RM14 04/01/21 193.60 4257.24
RM14 08/31/07 192.80 4258.04 RM14 07/09/21 193.10 4257.74
RM14 12/03/07 192.20 4258.64 RM14 10/03/21 193.70 4257.14
RM14 03/26/08 192.80 4258.04 RM14 02/05/22 193.60 4257.24
RM14 06/29/08 192.90 4257.94 RM14 04/02/22 193.51 4257.33
RM14 09/23/08 193.23 4257.61 RM14 07/09/22 193.52 4257.32
RM14 12/16/08 192.85 4257.99 RM14 10/15/22 193.50 4257.34
RM14 02/08/09 192.79 4258.05 RM14 03/10/23 193.45 4257.39
RM14 04/12/09 192.80 4258.04 RM14 04/22/23 193.83 4257.01
RM14 08/24/09 193.26 4257.58 RM14 07/15/23 193.48 4257.36
RM14 10/19/09 193.00 4257.84 RM14 11/05/23 193.90 4256.94
RM14 02/01/10 193.00 4257.84
RM14 03/22/10 193.20 4257.64
RM14 04/12/10 193.00 4257.84
RM14 08/17/10 193.00 4257.84
RM14 08/30/10 193.00 4257.84
RM14 10/18/10 193.30 4257.54
RM14 01/24/11 193.30 4257.54
RM14 04/11/11 193.30 4257.54
RM14 07/25/11 193.35 4257.49
RM14 10/17/11 193.50 4257.34
RM14 02/13/12 193.62 4257.22
RM14 04/30/12 193.40 4257.44
RM14 07/23/12 193.60 4257.24
RM14 10/01/12 193.50 4257.34
RM14 02/19/13 193.60 4257.24
RM14 05/13/13 193.65 4257.19
RM14 07/15/13 193.60 4257.24
Table 3-1 - Water Level Elevations
Shootaring Canyon Uranium Facility
Location
Name Date Depth to GW
Elev GW
Measured Location Name Date Depth to GW
Elev GW
Measured
RM18 11/02/03 174.50 4247.06 RM18 02/14/17 166.02 4255.54
RM18 11/12/03 164.41 4257.15 RM18 05/02/17 165.70 4255.86
RM18 11/21/03 164.30 4257.26 RM18 07/17/17 165.90 4255.66
RM18 11/30/03 164.30 4257.26 RM18 10/31/17 165.90 4255.66
RM18 03/23/04 165.29 4256.27 RM18 02/19/18 165.50 4256.06
RM18 06/16/04 164.00 4257.56 RM18 04/23/18 165.90 4255.66
RM18 09/21/04 164.10 4257.46 RM18 07/09/18 166.14 4255.42
RM18 11/29/04 163.80 4257.76 RM18 10/09/18 165.80 4255.76
RM18 03/20/05 164.40 4257.16 RM18 01/26/19 166.10 4255.46
RM18 06/12/05 163.70 4257.86 RM18 04/28/19 165.90 4255.66
RM18 09/11/05 162.70 4258.86 RM18 07/01/19 166.25 4255.31
RM18 12/13/05 167.70 4253.86 RM18 11/04/19 166.00 4255.56
RM18 03/11/06 168.20 4253.36 RM18 02/16/20 166.00 4255.56
RM18 03/11/06 168.20 4253.36 RM18 05/24/20 165.91 4255.65
RM18 06/11/06 167.20 4254.36 RM18 07/07/20 165.91 4255.65
RM18 09/19/06 164.80 4256.76 RM18 10/04/20 166.15 4255.41
RM18 12/08/06 168.90 4252.66 RM18 01/22/21 166.10 4255.46
RM18 12/08/06 168.90 4252.66 RM18 04/01/21 165.90 4255.66
RM18 03/10/07 161.10 4260.46 RM18 07/09/21 166.10 4255.46
RM18 06/24/07 164.50 4257.06 RM18 10/03/21 166.18 4255.38
RM18 08/31/07 159.30 4262.26 RM18 02/05/22 166.23 4255.33
RM18 12/03/07 164.76 4256.80 RM18 04/02/22 165.90 4255.66
RM18 03/25/08 164.70 4256.86 RM18 07/09/22 166.00 4255.56
RM18 06/29/08 165.50 4256.06 RM18 10/16/22 166.00 4255.56
RM18 09/23/08 165.58 4255.98 RM18 03/11/23 166.00 4255.56
RM18 12/16/08 165.30 4256.26 RM18 04/22/23 166.20 4255.36
RM18 02/09/09 165.20 4256.36 RM18 07/15/23 165.90 4255.66
RM18 04/12/09 165.35 4256.21 RM18 11/05/23 166.30 4255.26
RM18 08/24/09 165.60 4255.96
RM18 09/29/09 165.50 4256.06
RM18 10/18/09 165.60 4255.96
RM18 02/01/10 165.65 4255.91
RM18 03/22/10 165.60 4255.96
RM18 04/12/10 165.10 4256.46
RM18 08/17/10 165.52 4256.04
RM18 10/18/10 165.80 4255.76
RM18 01/24/11 165.90 4255.66
RM18 04/11/11 165.75 4255.81
RM18 07/25/11 166.00 4255.56
RM18 10/17/11 165.90 4255.66
RM18 02/13/12 166.00 4255.56
RM18 04/30/12 165.80 4255.76
RM18 07/23/12 166.00 4255.56
RM18 10/01/12 166.00 4255.56
RM18 02/19/13 165.80 4255.76
RM18 05/21/13 166.00 4255.56
RM18 07/15/13 166.00 4255.56
RM18 11/04/13 166.12 4255.44
RM18 02/24/14 166.10 4255.46
RM18 04/28/14 166.00 4255.56
RM18 07/21/14 166.30 4255.26
RM18 10/27/14 166.20 4255.36
RM18 02/23/15 166.20 4255.36
RM18 05/11/15 166.00 4255.56
RM18 08/10/15 166.30 4255.26
RM18 10/19/15 166.22 4255.34
RM18 03/07/16 166.30 4255.26
RM18 04/29/16 165.75 4255.81
RM18 08/04/16 166.03 4255.53
RM18 10/18/16 165.82 4255.74
Table 3-1 - Water Level Elevations
Shootaring Canyon Uranium Facility
Location
Name Date Depth to GW
Elev GW
Measured Location Name Date Depth to GW
Elev GW
Measured
RM19 11/04/03 152.60 4256.90 RM19 07/17/17 154.20 4255.30
RM19 11/12/03 152.76 4256.74 RM19 10/30/17 154.00 4255.50
RM19 11/30/03 151.70 4257.80 RM19 02/19/18 153.50 4256.00
RM19 03/22/04 150.40 4259.10 RM19 04/23/18 154.00 4255.50
RM19 06/16/04 152.32 4257.18 RM19 07/09/18 154.30 4255.20
RM19 09/21/04 152.52 4256.98 RM19 10/08/18 153.90 4255.6
RM19 11/01/04 152.30 4257.20 RM19 01/26/19 154.30 4255.20
RM19 03/20/05 153.20 4256.30 RM19 04/28/19 154.10 4255.40
RM19 06/12/05 152.10 4257.40 RM19 07/01/19 154.40 4255.10
RM19 09/11/05 151.30 4258.20 RM19 11/04/19 154.15 4255.35
RM19 12/12/05 150.80 4258.70 RM19 02/16/20 154.20 4255.30
RM19 03/11/06 151.70 4257.80 RM19 05/24/20 154.15 4255.35
RM19 06/11/06 151.50 4258.00 RM19 07/07/20 154.12 4255.38
RM19 09/19/06 152.90 4256.60 RM19 10/04/20 154.30 4255.20
RM19 12/09/06 152.90 4256.60 RM19 01/22/21 153.30 4256.20
RM19 03/10/07 152.20 4257.30 RM19 04/01/21 154.10 4255.40
RM19 06/24/07 152.60 4256.90 RM19 07/09/21 154.30 4255.20
RM19 08/31/07 152.40 4257.10 RM19 10/03/21 154.35 4255.15
RM19 12/03/07 153.15 4256.35 RM19 02/05/22 154.40 4255.10
RM19 03/25/08 153.50 4256.00 RM19 04/02/22 154.11 4255.39
RM19 06/29/08 153.70 4255.80 RM19 07/09/22 154.19 4255.31
RM19 09/23/08 153.75 4255.75 RM19 10/16/22 154.10 4255.40
RM19 12/16/08 153.42 4256.08 RM19 03/11/23 154.10 4255.40
RM19 02/09/09 153.40 4256.10 RM19 04/22/23 154.37 4255.13
RM19 04/12/09 153.63 4255.87 RM19 07/15/23 154.00 4255.50
RM19 08/24/09 153.80 4255.70 RM19 11/05/23 154.45 4255.05
RM19 09/29/09 153.80 4255.70
RM19 10/18/09 153.90 4255.60
RM19 02/01/10 153.80 4255.70
RM19 03/22/10 153.70 4255.80
RM19 04/12/10 153.20 4256.30
RM19 08/17/10 153.85 4255.65
RM19 08/30/10 153.85 4255.65
RM19 10/18/10 153.94 4255.56
RM19 01/24/11 154.00 4255.50
RM19 04/11/11 153.75 4255.75
RM19 07/25/11 154.00 4255.50
RM19 10/17/11 154.20 4255.30
RM19 02/13/12 154.20 4255.30
RM19 04/30/12 153.95 4255.55
RM19 07/23/12 154.20 4255.30
RM19 10/01/12 154.03 4255.47
RM19 02/19/13 153.80 4255.70
RM19 05/21/13 154.10 4255.40
RM19 07/15/13 154.20 4255.30
RM19 11/04/13 154.28 4255.22
RM19 02/24/14 154.25 4255.25
RM19 04/28/14 154.30 4255.20
RM19 07/21/14 154.30 4255.20
RM19 10/27/14 154.40 4255.10
RM19 02/23/15 154.40 4255.10
RM19 05/11/15 154.20 4255.30
RM19 08/10/15 154.40 4255.10
RM19 10/19/15 154.30 4255.20
RM19 03/07/16 154.36 4255.14
RM19 04/29/16 153.85 4255.65
RM19 08/04/16 153.30 4256.20
RM19 10/18/16 153.98 4255.52
RM19 02/14/17 154.20 4255.30
RM19 05/02/17 153.80 4255.70
Table 3-1 - Water Level Elevations
Shootaring Canyon Uranium Facility
Location
Name Date Depth to GW
Elev GW
Measured Location Name Date Depth to GW
Elev GW
Measured
RM20 11/03/03 129.20 4251.63 RM20 03/07/16 132.90 4247.93
RM20 11/12/03 129.90 4250.93 RM20 04/29/16 132.05 4248.78
RM20 11/30/03 129.20 4251.63 RM20 08/04/16 132.35 4248.48
RM20 03/23/04 131.09 4249.74 RM20 10/18/16 132.02 4248.81
RM20 06/16/04 129.90 4250.93 RM20 02/15/17 132.22 4248.61
RM20 09/21/04 130.00 4250.83 RM20 05/02/17 131.83 4249.00
RM20 11/07/04 129.70 4251.13 RM20 07/18/17 132.20 4248.63
RM20 03/20/05 130.00 4250.83 RM20 10/31/17 132.10 4248.73
RM20 06/12/05 131.30 4249.53 RM20 02/20/18 131.90 4248.93
RM20 09/11/05 130.60 4250.23 RM20 04/23/18 132.00 4248.83
RM20 12/13/05 130.10 4250.73 RM20 07/09/18 132.22 4248.61
RM20 03/11/06 130.70 4250.13 RM20 10/09/18 132.00 4248.83
RM20 06/11/06 130.70 4250.13 RM20 01/26/19 132.30 4248.53
RM20 09/20/06 130.80 4250.03 RM20 04/28/19 132.10 4248.73
RM20 12/08/06 130.90 4249.93 RM20 07/01/19 132.40 4248.43
RM20 03/10/07 130.10 4250.73 RM20 11/04/19 132.18 4248.65
RM20 06/24/07 130.10 4250.73 RM20 02/16/20 132.12 4248.71
RM20 08/31/07 130.50 4250.33 RM20 05/24/20 132.05 4248.78
RM20 12/04/07 131.20 4249.63 RM20 07/07/20 132.00 4248.83
RM20 03/26/08 131.50 4249.33 RM20 10/04/20 132.30 4248.53
RM20 06/30/08 131.90 4248.93 RM20 01/22/21 132.30 4248.53
RM20 09/23/08 131.68 4249.15 RM20 04/01/21 132.00 4248.83
RM20 12/15/08 131.57 4249.26 RM20 07/09/21 132.25 4248.58
RM20 02/09/09 131.30 4249.53 RM20 10/03/21 132.30 4248.53
RM20 04/13/09 131.65 4249.18 RM20 02/05/22 132.35 4248.48
RM20 08/24/09 131.70 4249.13 RM20 04/02/22 132.05 4248.78
RM20 10/18/09 131.80 4249.03 RM20 07/09/22 132.50 4248.33
RM20 02/01/10 131.82 4249.01 RM20 10/15/22 132.15 4248.68
RM20 03/22/10 131.75 4249.08 RM20 03/10/23 132.12 4248.71
RM20 04/12/10 131.20 4249.63 RM20 04/22/23 132.31 4248.52
RM20 08/17/10 131.93 4248.90 RM20 07/15/23 132.15 4248.68
RM20 10/18/10 132.00 4248.83 RM20 11/05/23 132.46 4248.37
RM20 01/24/11 131.20 4249.63
RM20 04/11/11 131.90 4248.93
RM20 07/25/11 132.00 4248.83
RM20 10/17/11 132.30 4248.53
RM20 02/13/12 132.31 4248.52
RM20 04/30/12 132.00 4248.83
RM20 07/23/12 132.30 4248.53
RM20 10/01/12 132.25 4248.58
RM20 07/23/12 132.30 4248.53
RM20 10/01/12 132.25 4248.58
RM20 02/19/13 132.00 4248.83
RM20 05/21/13 132.30 4248.53
RM20 07/15/13 132.35 4248.48
RM20 11/04/13 132.45 4248.38
RM20 02/24/14 132.40 4248.43
RM20 04/28/14 132.50 4248.33
RM20 07/21/14 132.45 4248.38
RM20 10/27/14 132.60 4248.23
RM20 02/23/15 132.60 4248.23
RM20 05/11/15 132.40 4248.43
RM20 08/10/15 132.60 4248.23
RM20 10/19/15 132.40 4248.43
Shootaring Canyon Uranium Facility
Table 3-2 - Shootaring Canyon Mill Well and Piezometer Data
Location
Name
RM1 Entrada Well 59306.43 61826.64 3 487 2.2 4449.2 220-480 157-487 225 Active and
Required
RM2R Entrada Well 57924 63142 5 300 1.2 4504.86 250-300 242-300 273 Active and
Required
RM7 Entrada Well 57903.76 61645.1 3 219.5 2.2 4395.83 187-217 177-217 200 Active and
Required
RM8 Perched Well 57204.11 61576.04 3 79.1 3.1 4381.04 57-77 47-77 75 Active
RM12 Entrada Well 59477.15 61790.93 5 157 1.3 4415.95 117-157 110-157 156 Active and
Required
RM14 Entrada Well 58418.52 61368.27 5 260 1.5 4450.84 134-174 , 174-
260#127-174 253 Active and
Required
RM18 Entrada Well 57833 61851 5 243.3 1.3 4421.56 162-242 149-242 232 Active and
Required
RM19 Entrada Well 58077 61524 5 236.3 1.3 4409.5 155-235 139-235 219 Active and
Required
RM20 Entrada Well 57208 61592 5 212.6 1.6 4380.83 131-211 120-212 201 Active
OW1A Entrada Well 57140 63730 1 300 0.2 4472.53 200-300 --Active
OW1B Navajo Well 57140 63730 1 798 1.9 4474.23 648-798 --Active
OW2 Entrada Well 57094.27 63667.32 1 300 0.2 4470.7 200-300 --Active
OW3 Navajo Well 57046.22 63658.61 1 798 2.3 4470.78 650-798 --Active
OW4 Carmel Well 57034.72 63707.25 1 570 2.3 4472.54 435-570 --Active
RM10 Entrada Well 56286.28 61272.24 5 99 2 4343.57 57-97 53-97 -Abandoned
RM11 Entrada Well 56593.76 60769.08 5 240 2 4436.14 140-180, 180-
240# 5-180 220 Abandoned
RM13 Entrada Well 56648.42 61996.28 5 270 2 4434.81 140-180 , 180-
270# 5-180 219 Abandoned
RM15 Entrada Well 56311.1 61354.62 5 460 1.9 4343.75 379-459 95-459 157 Abandoned
RM16 Entrada Well 56615 60772 5 296 1.2 4434.95 246-296 240-296 225 Abandoned
RM17 Entrada Well 56636 61993 5 290 0.7 4433.58 240-290 235-290 218 Abandoned
RM2 Entrada Well 57731.05 63040.65 3 520 1.6 4519.76 260-520 250-520 -Abandoned
RM21 Perched Well 57843 61851 5 141.3 1.3 4421.64 110-140 100-140 -Active
RM22 Perched Well 58088 61513 5 120.8 0.8 4410.52 90-120 80-120 -Active
RM3 Entrada Well 57193.11 60647.72 6 540 1.8 4461.32 230-540 190-540 246 Abandoned
RM4 Entrada Well 56471.66 61099.33 3 500 3.5 4395.5 190-490 115-500 176 Abandoned
RM4R Entrada Well 56358 61086 5 160 1 4368.32 110-160 105-160 157 Abandoned
RM5 Entrada Well 56415.41 61285.98 3 440 3.6 4379.12 150-430 130-440 172 Abandoned
RM6 Entrada Well 56348.02 61480.76 3 460 2.3 4374.57 175-455 110-460 174 Abandoned
RM9 Perched Well 56767.27 61363.68 3 82.8 1.2 4369.25 62-82 52-82 80 Abandoned
WW1 Navajo Well 56562.11 63085.99 6 870 -2.8 4454.79 635-870 --Active
WW2 Navajo Well 57144.07 63676.73 6 1000 -3.4 4471.67 602-1000 --Active
T4 Tailings Wells 58456 61953 2 20 1.2 4431.2 12.9-17.9 18-Oct -Active
T5 Tailings Wells 58371 61891 2 10 2.5 4425 2.5-7.5 0.7-8 -Active
T6 Tailings Wells 58133 61801 2 11.7 2.9 4429 3.8-8.8 9-Jan -Active
PZ1 Piezometer 56598.62 61021.6 1 87 1.8 4434.51 75-85 Feb-85 -Active
PZ2 Piezometer 56579.87 61326.68 1 88 1.7 4434.74 76-86 Mar-86 -Active
PZ3 Piezometer 56563.65 61575.24 1 88 1.9 4435.34 76-86 Mar-86 -Active
PZ4 Piezometer 56270.81 61382.9 1 25 1.7 4347.17 13-23 23-Feb -Abandoned
PZ5 Piezometer 56300.79 61274.63 1 25 1.8 4344.79 13-23 23-Jan -Abandoned
PZ6 Piezometer 56331.92 61166.86 1 25 1.6 4362.51 13-23 23-Feb -Abandoned
1 Well locations are in local site corrdinates 2 Depths are feet below ground surface
M.S.L. = Mean Sea Level
Formation & Well
Type Northing1 Easting1
Casing Inside
Diameter
(inches)
Total Well
Depth
(feet2)
Top of Casing
Reference elev.
(feet M.S.L.)
Casing Screen
Depth
Interval
(feet2)
Sand Pack
Depth
Interval
(feet2)
Pump Intake
Dpeth
(feet2 )
StatusStick Up
(feet)
Shootaring Canyon Mill
Table 4-1 - Calculated Vertical Gradient Between Wells RM8 and RM20
Well No.
Top of Casing Elevation (ft., MSL)4381.77 4380.83
Casing Stick up (ft., ags)3.1 1.6
Screen Zone (ft., bgs)57 - 77 131-211
Vertical Well Screen Separation (ft.)104 (The difference between the mid-point of each screen zone)
Date
Depth to Water
(ft, bTOC)
Water Elevation
(ft, MSL)
Depth to
Water
(ft, bTOC)
Water
Elevation
(ft, MSL)
Vertical Gradient
(ft/ft)
11/12/03 58.25 4323.52 129.9 4250.93 0.689
11/30/03 56.8 4324.97 129.2 4251.63 0.696
03/23/04 58.4 4323.37 131.09 4249.74 0.699
06/16/04 57.8 4323.97 129.9 4250.93 0.693
09/21/04 58 4323.77 130.0 4250.83 0.692
11/07/04 58.1 4323.67 129.7 4251.13 0.688
03/20/05 57.9 4323.87 130.0 4250.83 0.693
06/12/05 57.9 4323.87 131.3 4249.53 0.706
09/11/05 58 4323.77 130.6 4250.23 0.698
12/13/05 57.8 4323.97 130.1 4250.73 0.695
03/11/06 57.9 4323.87 130.7 4250.13 0.700
06/11/06 57.4 4324.37 130.7 4250.13 0.705
09/20/06 57.8 4323.97 130.8 4250.03 0.702
12/08/06 58.4 4323.37 130.9 4249.93 0.697
03/10/07 56.9 4324.87 130.1 4250.73 0.704
06/25/07 56.5 4325.27 130.1 4250.73 0.708
08/31/07 57.2 4324.57 130.5 4250.33 0.705
12/04/07 57.45 4324.32 131.2 4249.63 0.709
03/26/08 56.95 4324.82 131.50 4249.33 0.717
06/30/08 57.20 4324.57 131.9 4248.93 0.718
09/24/08 57.88 4323.89 131.68 4249.15 0.710
12/15/08 57.33 4324.44 131.57 4249.26 0.714
02/09/09 57.05 4324.72 131.30 4249.53 0.714
04/13/09 56.79 4324.98 131.65 4249.18 0.720
08/24/09 57.17 4324.60 131.70 4249.13 0.717
10/18/09 57.15 4324.62 131.80 4249.03 0.718
02/01/10 56.40 4325.37 131.82 4249.01 0.725
04/12/10 56.20 4325.57 131.20 4249.63 0.721
06/21/10 56.80 4324.97 131.90 4248.93 0.722
08/17/10 56.60 4325.17 131.93 4248.90 0.724
08/30/10 56.60 4325.17 131.93 4248.90 0.724
10/18/10 56.55 4325.22 132.00 4248.83 0.725
01/24/11 56.00 4325.77 131.20 4249.63 0.723
04/11/11 55.90 4325.87 131.90 4248.93 0.731
07/25/11 55.80 4325.97 132.00 4248.83 0.733
10/17/11 56.38 4325.39 132.00 4248.83 0.727
02/23/12 55.40 4326.37 132.00 4248.83 0.737
04/30/12 55.65 4326.12 132.31 4248.52 0.737
07/23/12 55.45 4326.32 132.30 4248.53 0.739
10/01/12 55.82 4325.95 132.25 4248.58 0.735
02/19/13 54.80 4326.97 132.00 4248.83 0.742
05/13/13 55.00 4326.77 132.30 4248.53 0.743
07/15/13 54.90 4326.87 132.35 4248.48 0.745
11/04/13 54.90 4326.87 132.45 4248.38 0.746
02/24/14 54.70 4327.07 132.40 4248.43 0.747
04/28/14 54.70 4327.07 132.50 4248.33 0.748
07/21/14 54.50 4327.27 132.45 4248.38 0.750
10/27/14 54.50 4327.27 132.60 4248.23 0.751
02/23/15 54.20 4327.57 132.60 4248.23 0.754
05/11/15 54.00 4327.77 132.40 4248.43 0.754
08/10/15 54.00 4327.77 132.60 4248.23 0.756
10/19/15 54.10 4327.67 132.40 4248.43 0.753
03/07/16 54.30 4327.47 132.90 4247.93 0.756
04/29/16 53.45 4328.32 132.05 4248.78 0.756
08/04/16 53.75 4328.02 132.35 4248.48 0.756
10/18/16 53.40 4328.37 132.02 4248.81 0.756
02/15/17 54.40 4327.37 132.22 4248.61 0.748
05/02/17 53.39 4328.38 131.83 4249.00 0.754
07/18/17 54.19 4327.58 132.20 4248.63 0.750
10/31/17 53.95 4327.82 132.10 4248.73 0.751
02/20/18 54.00 4327.77 131.90 4248.93 0.749
04/23/18 54.15 4327.62 132.00 4248.83 0.749
07/09/18 54.31 4327.46 132.22 4248.61 0.749
10/09/18 53.40 4328.37 132.00 4248.83 0.756
01/26/19 54.15 4327.62 132.30 4248.53 0.751
04/28/19 53.55 4328.22 132.10 4248.73 0.755
07/28/19 54.20 4327.57 132.40 4248.43 0.752
11/03/19 53.50 4328.27 132.18 4248.65 0.757
02/16/20 53.27 4328.50 132.12 4248.71 0.758
05/24/20 53.43 4328.34 132.05 4248.78 0.756
07/07/20 53.88 4327.89 132.00 4248.83 0.751
10/04/20 54.00 4327.77 132.30 4248.53 0.753
01/22/21 54.00 4327.77 132.30 4248.53 0.753
04/01/21 53.95 4327.82 132.00 4248.83 0.750
07/09/21 54.10 4327.67 132.25 4248.58 0.751
10/03/21 54.18 4327.59 132.30 4248.53 0.751
02/05/22 54.20 4327.57 132.35 4248.48 0.751
04/02/22 53.90 4327.87 132.05 4248.78 0.751
07/09/22 53.92 4327.85 132.50 4248.33 0.756
10/16/22 53.25 4328.52 132.15 4248.68 0.759
03/10/23 53.50 4328.27 132.12 4248.71 0.756
04/22/23 54.40 4327.37 132.31 4248.52 0.749
07/15/23 53.42 4328.35 132.15 4248.68 0.757
11/05/23 54.52 4327.25 132.46 4248.37 0.749
RM8 RM20
ANFIELD RESOURCES HOLDING CORP.
AR
HC

Shootaring Canyon Uranium Facility Annual Groundwater Monitoring Report - 2023
February 2024

FIGURES
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: FEBRUARY 2024
FILE:
FIGURE 1-1
Location of Shootaring Canyon Uranium Facility
PZ3
PZ2
PZ1
PZ4PZ5
PZ6
RM
1
RM2
R
M
3
R
M
4
R
M
5
R
M
6
RM
7
RM
8
RM9
R
M
1
0
R
M
1
1
RM
1
2
R
M
1
3
RM
1
4
R
M
1
5
OW
3
O
W
4
WW
1
OW
2
OW
1
B
OW
1
A
950
'
WW
2
580'
SCALE: 1"=250'
MILL
OFFICE
RM17
RM4R
RM16
RM
2
R
CROSS VALLEY BERM
SHOO
T
A
R
I
N
G

D
A
M
RM
1
9
RM
1
8
RM
2
1
RM
2
2
RM
2
0
(AFTER HYDRO-ENGINEERING, 1998)
RM1
RM8
PZ1-PZ3
ENTRADA WELL
PERCHED WATER ZONE WELL
DAM PIEZOMETER
OW3
OW4 CARMEL WELL
NAVAJO WELL
--LEGEND--
ABANDONED WELL (NAME UNDERLINED)RM10RM9
1'
3
2
2'
3'
1
LIMITS OF EXISTING
TAILINGS
ANFIELD RESOURCES HOLDING CORP.
FIGURE 1-2
LOCATION OF WELLS AND GEOLOGIC
CROSS SECTIONS
PROJECT:
DATE:
FILE:
ANFIELD
FEBRUARY 2024
2024-01-Basemap
?
2000 600400400
300
1
200
100
RM11
NEUTRON (API)
9000
0
27001800
100
300
200
CARMEL FORMATION
400
DE
P
T
H

(
F
E
E
T
)
DE
P
T
H

(
F
E
E
T
)
?
4000 200
400 600
300
200
100
NEUTRON (API)
18000 900
0
2700
400
0 200 400 600
2000 400600
DE
P
T
H

(
F
E
E
T
)
300
200
1800
NEUTRON (API)
WELL RM150
900
700
WELL RM5
NEUTRON (API)
0 900 1800 2700
100
0
2700
ENTRADA SANDSTONE
DE
P
T
H

(
F
E
E
T
)
6000 200 400
400
300
200
100
900
NEUTRON (API)
0
0 27001800
1'
?
DE
P
T
H

(
F
E
E
T
)
WELL
RM16WELL
RM4WELL RM4RWELL
RM6WELL
RM13WELL
RM17WELL
(OFFSET)
400
300
200
100
0
DE
P
T
H

(
F
E
E
T
)
0 700350
0 2700
1700SANDSTONE
LOWER K
SANDSTONE
LOWER K
4200
3950
4000
3900
4150
4050
4100
4300
4350
4250
4500
4400
4450
EL
E
V
A
T
I
O
N
,

F
T
-
M
S
L
4240.35 4251.44 4239.724239.70 4238.82 4236.05 4238.07 4245.214243.58
ABANDONED WELL DATA (12/03)
(AFTER HYDRO-ENGINEERING, 1998)
EXISTING LAND SURFACE
WELL DEPTH PRIOR
DEEPENING IN 1999
WELL LOCATION, TOTAL DEPTH, AND
SLOTTED OR OPEN HOLE INTERVAL
?
?
ANFIELD RESOURCES INC.
FIGURE 3-1
GEOLOGIC CROSS SECTION 1-1'
PROJECT:
DATE:
FILE:
ANFIELD
FEBRUARY 202
2023-11-XSECT-FIGS
WELL RM2
4200
3950
4000
3900
4150
4050
4100
0400
300
600200 400
NEUTRON (API)
WELL RM3
4300
4350
4250
DE
P
T
H

(
F
E
E
T
)
200
100
2
4500
4400
4450 0
0 2700900 1800
DE
P
T
H

(
F
E
E
T
)
6004000 200 400
300
200
2700
WELL RM7
100
NEUTRON (API)
0
0 900 1800
2000400 600400
300
200
DE
P
T
H

(
F
E
E
T
)
NEUTRON (API)
100
900
0
0 27001800
2'
EL
E
V
A
T
I
O
N
,

F
T
-
M
S
L
ENTRADA SANDSTONE
CARMEL FORMATION
EXISITNG LAND SURFACE
WELL
RM2R
DE
P
T
H

(
F
E
E
T
)
6004000 200 400
300
200
2700
WELL RM18
100
NEUTRON (API)
0
0 900 1800
DE
P
T
H

(
F
E
E
T
)
6004000 200 400
300
200
2700
WELL RM19
100
NEUTRON (API)
0
0 900 1800
DE
P
T
H

(
F
E
E
T
)
6004000 200 400
300
200
2700
WELL RM14
100
NEUTRON (API)
0
0 900 1800
4246.52
4256.94
4255.05 4255.26 4261.37
ABANDONED WELL DATA (12/03)
ACTIVE AND MONITORED WELL DATA (10/21)
(AFTER HYDRO-ENGINEERING, 1998)
4260.26
NOTE:
WELLS RM20 AND RM21 ADJACENT TO WELLS RM18 AND RM19
DO NOT SHOW ANY SATURATION IN THE UPPER ENTRADA
ABOVE THE ENTRADA WATER TABLE.
TOP OF CLAY LINER
BELOW TAILINGS
WELL LOCATION, TOTAL DEPTH, AND
SLOTTED OR OPEN HOLE INTERVAL
?
?
?
?
?
?
??
?
?
LOWER K
SANDSTONE
LOWER K
SANDSTONELOWER K
SANDSTONE
?
??
4253.49
ANFIELD RESOURCES INC.
FIGURE 3-2
GEOLOGIC CROSS SECTION 2-2'
PROJECT:
DATE:
FILE:
181692
)(%58$5<
2023-11-XSECT-FIGS
CARMEL FORMATION
ENTRADA SANDSTONE
SANDSTONE
LOWER K
DE
P
T
H

(
F
E
E
T
)
400 0
200
300
DE
P
T
H

(
F
E
E
T
)
200 400 600
400
?200
300
NEUTRON (API)
900
WELL RM15
100
0
0
3
1800 2700
0
100
6004002000
?
18009000 2700
WELL RM9
NEUTRON (API)
DE
P
T
H

(
F
E
E
T
)
400
200
300
6000 200 400
0
100
0
NEUTRON (API)
WELL RM7
2700900 1800
ENTRADA SANDSTONE
DE
P
T
H

(
F
E
E
T
)
300
400 0 200 400 600
NEUTRON (API)
WELL RM1
100
200
0
0 900 1800
3'
2700
?
X-VALLEY BERMSHOOTARING DAM NORTH DIKE
WELLRM12
WELL T4
WELLRM10
700 2700
7000400
300
200
100
0
DE
P
T
H

(
F
E
E
T
)
1700
350
DE
P
T
H

(
F
E
E
T
)
6004000 200 400
300
200
2700
WELL RM20
100
NEUTRON (API)
0
0 900 1800
LOWER K SANDSTONE
4200
3950
4000
3900
4150
4050
4100
4300
4350
4250
4500
4400
4450
EL
E
V
A
T
I
O
N
,

F
T
-
M
S
L
4271.654271.50
4253.494248.37
4308.01
4248.27 4236.05
ABANDONED WELL DATA (12/03)
ACTIVE AND MONITORED WELL DATA (10/22)
4327.25WELL RM8
(AFTER HYDRO-ENGINEERING, 1998)
NOTE:
RM8 DEFINES UPPER WATER LEVEL
ADJACENT TO RM20. WELLS RM7, RM14,
RM21 AND RM22 SHOW THAT THE UPPER
SATURATION DOES NOT EXTEND TO THESE
AREAS.
TOP OF CLAY LINER
BELOW TAILINGS
EXISTING LAND
SURFACE
WELL LOCATION, TOTAL DEPTH, AND
SLOTTED OR OPEN HOLE INTERVAL
?
??
ANFIELD RESOURCES INC.
FIGURE 3-3
GEOLOGIC CROSS SECTION 3-3'
PROJECT:
DATE:
FILE:
181692
)(%58$5<
2023-11-XSECT-FIGS
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: FEBRUARY 2024
FILE:
FIGURE 3-4
Time Series of Measured Groundwater Elevations
4271.50
4260.26
4256.94
4255.264253.49
4255.05
PZ1
PZ4PZ5
PZ6
RM1
RM3
RM4 RM5 RM6
RM7
RM10RM11
RM12
RM13
RM14
RM15
RM17
RM4R
RM16
RM19
RM18
RM21RM22
4271.65
<4289.7 <4280.3
MILL
AREA
CROSS VALLEY
BERM
NORTH
CELL
MAIN
TAILINGS
DAM
SOUTH
CELL
PZ2
PZ3RM9
4327.25
4248.68RM8RM20
EXISTING TAILINGS
DISPOSAL CELL
4305 4
3
0
0
42
9
5
42
9
0
4
3
1
5
43
1
0
4
3
0
5
4
3
0
0
42854280
RM2
RM2R
4270
4265
4260
4255
4250
4245
4260
4260.26 MILL
AREA
OW3 OW4
WW1
OW2
OW1B
OW1A
4234.2
4250.6 (1/16/04)
RM2
RM2R
ANFIELD RESOURCES HOLDING CORP.
FIGURE 3-5
WATER-LEVEL ELEVATION IN THE PERCHED
WATER ZONE AND ENTRADA AQUIFER,
NOVEMBER 2023
PROJECT:
DATE:
FILE:
ANFIELD
FEBRUARY 2024
2024-01-Basemap
SCALE: 1"=250'
(AFTER HYDRO-ENGINEERING, 1998)
--LEGEND--
4254.22
4325.95
NOTE:
WATER-LEVEL ELEVATION FOR THE MAIN
ENTRADA AQUIFER IN THIS SOUTHERN
AREA IS BASED ON 2003 DATA.
WATER-LEVEL ELEVATION IN FEET-msl
PERCHED WATER ZONE
ENTRADA PIEZOMETRIC SURFACE
PERCHED WATER ZONE PIEZOMETRIC SURFACE
RM1
RM8
PZ3
ENTRADA WELL
PERCHED WATER ZONE WELL
DAM PIEZOMETER
OW3
OW4 CARMEL WELL
NAVAJO WELL
0 200 400
Scale 1" = 400'
INSET
T5
T4
T6
SUMP
T5 TAILINGS WELLS
LEGEND
ANFIELD RESOURCES HOLDING CORP.
FIGURE 3-6
LOCATION OF TAILINGS WELLS AND
UNDERDRAIN PIPING AND SUMP
NORTH
PROJECT:
DATE:
FILE:
Anfield
FEBRUARY 2024
2023-11-FIG-3-6.DWG
UNDERDRAIN
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: FEBRUARY 2024
FILE:
FIGURE 3-7
Location of Drainage Area and Existing Tailings Cell
3433
34
PROPERTY BOUNDARY
APPROXIMATE
DRAINAGE AREA
TO CROSS VALLEY
BERM
EXISTING TAILINGS
CROSS
VALLEY
BERM
MILL
SITE
SHOOTARING
DAM
4800
4600
460
0
4400
460
0
4400
4600
440
0
4600
4800
4600
460
0
44
0
0
460
0
48
0
0
48
0
0
FIGURE 3-7
LOCATION OF DRAINAGE AREA AND EXISTING
TAILINGS CELL
NORTH
DECEMBER 2018
ANFIELD RESOURCES HOLDING CORP.
PROJECT:
DATE: FEBRUARY 2024
FILE:
FIGURE 4-1
WATER LEVELS AND CALCULATED VERTICAL
GRADIENTS BETWEEN WELLS RM8 AND RM20
8.18
7.93
35
17
14
270
6
240
Cl mg/l
TDS mg/l SO4 mg/l
pH std. units -field
7.91
20
10
240
PZ3
PZ2
PZ1
P
Z
4
PZ5
P
Z
6
RM
1
RM2
R
M
3
RM4
RM5 R
M
6
RM
7
RM
8
RM9
RM10
R
M
1
1
RM
1
2
R
M
1
3
RM
1
4
R
M
1
5
OW
3
O
W
4
WW
1
OW
2
OW
1
B
OW
1
A
950'
WW
2
580'
SCALE: 1"=250'
MILL
OFFICE
RM17
RM4R
RM16
RM
2
R
RM1
RM8
PZ1-PZ3
ENTRADA WELL
PERCHED WATER ZONE WELL
DAM PIEZOMETER
OW3
OW4 CARMEL WELL
NAVAJO WELL
--LEGEND--
CROSS VALLEY BERM
SHOO
T
A
R
I
N
G

D
A
M
RM
1
9
RM
1
8
RM
2
1
RM
2
2
RM
2
0 7.831023047
7.996250207.98521018
7.74530018
7.98726023
8.0860590151
LIMITS OF EXISTING
TAILINGS
(AFTER HYDRO-ENGINEERING, 1998)

ABANDONED WELL (NAME UNDERLINED)RM10RM9
ANFIELD RESOURCES HOLDING CORP.
FIGURE 5-1
CONCENTRATIONS OF TDS, SULFATE,
CHLORIDE AND FIELD pH IN THE ENTRADA
AQUIFER AND PERCHED WATER ZONE,
NOVEMBER 2023
PROJECT:
DATE:
FILE:
ANFIELD
FEBRUARY 2024
2024-01-Basemap
As mg/L
Cr mg/L Se mg/L
Ba mg/L
<0.003
<0.01
<0.1
<0.005
<0.01
<0.003
<0.005
<0.1
<0.1
<0.01
<0.003
0.006<0.010.008 0.1
<0.003
<0.01
<0.1
<0.005
<0.003
<0.01
<0.003
<0.01
<0.1
<0.005
<0.1
<0.005
PZ3
PZ2
PZ1
PZ4P
Z
5
PZ6
RM
1
R
M
2
R
M
3
RM4
RM5 RM6
RM
7
RM
8
R
M
9
R
M
1
0
RM11
RM
1
2
RM13
RM
1
4
RM15
OW
3
O
W
4
WW
1
OW
2
OW
1
B
OW
1
A
950'
WW
2
580'
SCALE: 1"=250'
MILL
OFFICE
R
M
1
7
R
M
4
R
R
M
1
6
RM
2
R
CROSS VALLEY BERM
SHOO
T
A
R
I
N
G

D
A
M
RM
1
9
RM
1
8
RM
2
1
RM
2
2
RM
2
0
0.006<0.010.019 <0.1
<0.005<0.01<0.003 <0.1

(AFTER HYDRO-ENGINEERING, 1998)
RM1
RM8
PZ1-PZ3
ENTRADA WELL
PERCHED WATER ZONE WELL
DAM PIEZOMETER
OW3
OW4 CARMEL WELL
NAVAJO WELL
--LEGEND--
ABANDONED WELL (NAME UNDERLINED)RM10RM9
<0.005
LIMITS OF EXISTING
TAILINGS
ANFIELD RESOURCES HOLDING CORP.
FIGURE 5-2
CONCENTRATIONS OF TRACE METALS
ARSENIC, BARIUM, CHROMIUM & SELENIUM
IN THE ENTRADA AQUIFER AND PERCHED
WATER ZONE, NOVEMBER 2023
PROJECT:
DATE:
FILE:
ANFIELD
FEBRUARY 2024
2024-01-Basemap
ANFIELD RESOURCES HOLDING CORP.
AR
HC

Shootaring Canyon Uranium Facility Annual Groundwater Monitoring Report - 2023
February 2024

ATTACHMENT A
DOCUMENTATION OF COMMUNICATION WITH LABORATORY

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1673 THUUa AYH, SKHULdaQ, WY 82801
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3 PleaVe conVideU Whe enYiUonmenW befoUe pUinWing WhiV email
3 PleaVe conVideU Whe enYiUonmenW befoUe pUinWing WhiV email
3 PleaVe conVideU Whe enYiUonmenW befoUe pUinWing WhiV email
ANFIELD RESOURCES HOLDING CORP.
AR
HC

Shootaring Canyon Uranium Facility Annual Groundwater Monitoring Report - 2023
February 2024

ATTACHMENT B
FIELD SAMPLING DATA FORMS

CHAIN-OF-CUSTODY Analytical Request Document LAB USE ONLY- Affix Workorder/Login Label Here or List Pace Workorder Number or
MTJL Log-in Number HereceAnalyticalSubmitting a sample via this chain of custody constitutes acknowledgment and acceptance of the Pace Terms and
Conditions found at: https://lnfo.pacelabs.com/hubfs/pas-standard-terms.pdf
Chain-of-Custody Is a LEGAL DOCUMENT - Complete all relevant fields
Company: Anfleld Resources Billing Information: on file ALL BOLD OUTLINED AREAS are for LAB USE ONLY
Address:
Container Preservative Type iLab Project Manager:
Report To: Toby Wright; 227 Jefferson St; Ft. Collins, Co
80524
2 1 1 UEmaii To; [e-mail]
●● Preservative Types: (1) nitric add, (2) sulfuric add, (3) hydrochloric add, (4) sodium hydroxide, (5) zinc acetate,
(6) methanoi, (7) sodium bisulfate, (8) sodium thiosulfate, (9) hexane, (A) ascorbic acid, (B) ammonium suifate,
(C) ammonium hydroxide, (D) TSP, (U) Unpreserved, (0) Other
Copy To: [e-mail] [e-mail]
[e-mail]
Site Collection Info/Address: Shootaring Canyon Mill, Utah
Analyses Lab Proflle/Une;Customer Project Name/Number: Shootaring Canyon Mill State:Ut County/City; Garfield/Ticaboo Time2one
Collected:Mountaln Standard o Lab Sample Receipt Checklist:
Custody Seals Present/Intact Y N NA
Custody Signatures Present
Collector Signature Present Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Bottles Intact
Correct Bottles
Sufficient Volume
Samples Received on Ice
VOA - Headspace Acceptable
USDA Regulated Soils
Samples in Holding Time
Residual Chlorine Present
Phone: [phone]S
Email: [e-mail]
SIte/FacllltylD#:D COCompliance Monitoring?
[ ] Yes [ INo
O)O<0 O
Collected By (print): L Morrill -I-Purchase Order #:
Quote #:
DW PWS ID #:
DW Location Code:
Q.O)CMo
Cl Strips:
Sample pH Acceptable
pH Strips;
Sulfide Present
Lead Acetate Strips:
X <oCollected By (signature);43Turnaround Date Required:Immediately Packed on Ice:
[ ]Yes [ ]No
tp Xo.
0 T3roSample Disposal:
[ 1 Dispose as appropriate
( ) Return
[ I Archive:
IHold:
Rush: (Expedite Charges Apply)
[ ) Same Day [ ] Next Day
[ ]2 Day ( ]3 Day
[ ] 4 Day [ ]5 Day
cField Filtered (if applicable):
[ ]Yes [ ]No
tp o3CDCMoooCMC(DQ-F o Y N N Aa:<uAnalysis;U stsTJcro Y N N AoN M a trix C o d e s (Ins e rt In M a trix bo x b e lo w): D ri nkin g W a t er (D W), G round W a t e r (G W ), W a st e w a t er (W W ),
Prod uc t (P), S oil/S olid (S L), O il (O L), W ip e (W P ), A ir (A R ), T issu e (T S ), B io a ss a y (B ), V a por (V ), O t h er (O T )
<0.t;0 .c<u O )(Da.<(0 O>-t-L A B U S E O N L Y ;
L a b S a m pl e # / C o mm e n t s:C o m p/cCollected (or
C omposit e S t a rt)
#ofRes O0)(COJOComposite E n dCustomer S a m pl e ID c C OMatrix *C OGrabEClCtns C OreEQ<0DateTimeCODateTimeou<<
R M -1 G W gr a b P‘7 .V O 2 X
p 1 X 5XL
P X1
R M-2 R gr a bGW P 2 —X
P 1 X
P 1 X X
R M-7 G W gr a b P/ -5 ;2 X
P 1 X 1pX1X
C ust o m e r R e m a rks / S p e ci a l C o ndition s / P oss ibl e H a z a rd s;T y p e of Ic e U s e d:L A B S a mpl e T e m p e ra tur e Info :
T e mp B l a n k R e c e i v e d: Y N N A
T h e rm I D #:
C o ol er 1 T e mp U p on R e c e ip t: o C
C o ol e r 1 T h erm C orr. F a c tor: c C
C o ol e r 1 C orre c t e d T e mp:o C
C o mm e n t s: Q —p
W e t B lu e D ry N on e S H O R T H O L D S P R E S E N T (<7 2 h o urs) : Y N N/A
P a c ki n g M a t eri a l U s e d:L a b Tra cking #:
S a mpl e s r e c e iv e d vi a :
F E D E X U P S C li e nt C o uri e r P a c e C ouri e rRadchem s a m pl e (s) s cr e e n e d (<500 c pm):N N A
R e lin quis h e d b y/C om p a ny : (S ign a tur e )D a t e /T i m e :
D a t e A lm e :
R e cqhjg d b y/C o mp^n y : (S ign a tur e ) D a t e /T im e :
C omp a n y; (S t a t ur e ) D a t e A i m e :
JJLl
R k e i v e d
M T JL L A B U S E O N L Y
T a bl e #;
R e linq u i sh e d b y/C o m p a ny : (S ign a tur e )A cc tn u m:
T e mpl a t e :
P r e l o gin:
T ri p B l a n k R e c e iv e d: Y N N A
H C L M e O H T S P O th erA// (h 1 2 >Ii y
R e lin quis h e d ^/C o m p a n y: (S ign a tur e )D a t e A im e :R e c e iv e d b y/C o m p a ny : (S i g n a ture )D a t e A im e :P M:N on C o nf orm a n c e(s): P a g e :
Y E S / N O of:P B:
ANFIELD RESOURCES HOLDING CORP.
AR
HC

Shootaring Canyon Uranium Facility Annual Groundwater Monitoring Report - 2023
February 2024

ATTACHMENT C
LABORATORY DATA REPORTS

LAB USE ONLY- Affix Worfcorder/Login Label Here or List Pace Workorder Number or
MTJL Log-in Number Here
CHAIN-OF-CUSTODY Analytical Request Document
ceAnalyticar Submitting a sample via this chain of custody constitutes acknowledgment and acceptance of the Pace Terms and
Conditions found at: https://info.pacelabs.com/hubfs/pas-standard'terms.pdf
Chain-of-Custody is a LEGAL DOCUMENT - Complete all relevant fields
Company: Anfield Resources Billing Information: on file ALL BOLD OUTLINED AREAS are for LAB USE ONLY
Address:*iL a b P roj e ct M a n a g e r:C o nt a i n e r P r e s erv a ti v e T yp e
2 1 1 UReport T o: T ob y Wright; 2 2 7 J e ff ers on S t; F t. C ollins, C o
8 0 5 2 4
E m a il T o: Wrig h t E n vi a gm a il.c o m
** Pre s erv a tiv e T y p e s: (1) nitri c a cid, (2) su lfuric a cid, (3) hydro c hloric a cid, (4) sodium h ydro xid e , (5) z in c a c e t a t e ,
(6) m e th a n ol, (7) sodium bisu lf a t e , (8) sodiu m t hio su lf a t e , (9) h e x a n e , (A) a s corbic a cid, (B) a mmo nium s ulf a t e ,
(C ) a m m on ium h y droxid e , (D) T S P , (U ) U n pre s e rv e d, (0) O t h e r ^
S it e C oll e ctio n In fo/A ddr e ss : S ho o t a ri n g C a nyo n M ill , U t a hCopy T o: l a miy a m orrill @ y a h o o.c om s a g a rli n g @ rd e inc .c o m
a pril @ t wrig ht.co m L a b Profil e /Lin e :A n a ly s e sState:U t C o u nt y/C ity : G a rfi e ld/T ic a b o o T im e Z o n e
C o ll e c t e d :Mou nt a l n S t a n d a rd
C ust o m e r Proj e c t N a m e /N umb e r: S ho ot arin g C a n y o n M ill L a b S a mp l e R e c e ip t C h e c k li s t:
C u sto d y S e a ls P r e s e n t/In t a c t Y N
C u sto d y S ig n a tur e s P r e s e nt
C o ll e c t or S ig n a tur e Pr e s e n t
B o t tl e s In t a ct
C orr e ct B o t tl e s
S u ffi ci e n t V olum e
S a m p l e s R e c e iv e d on Ic e
V O A - H e a d sp a c e A c c e p t a b l e
U S D A R e g u l a t e d S oils
S a m p l e s in H o l ding T im e
R e sid u a l C hl orin e Pr e s e n t
C l S tri p s:
N
Y N
Y N
Q J NY N
S a mpl e p H A c c e p t a b l e
p H S trip s:
Y N
S u lf i d e P re s e n t
L e a d A c e t a t e S tri p s:
Y N
O
3 C OSite/F a cility I D #:C o m p li a n c e M o nit ori ng?
[ ] Y e s [ ] N o
P h o n e : 435-633-3035
E m a il: l a m i y a morriil @ y a h oo .com
C D o N A(0 O N A+Q .C oll e ct e d B y (print): L M orrill D )P urch a s e O rd e r#:
Q u ot e #:
D W P W S I D #:
D W Lo c a ti on C o d e :
N A
N N A
N N A
C N<X ooin43inOCollected B y (s ig n a t ur e ):Im m e di a t e ly P a c k e d on Ic e :
[ ]Y e s [ ]N o
T urn a rou n d D a t e R e quir e d:X10CLw
C DV)T 5roCRush: (E x p e dit e C h arg e s A p ply)
[ ] S a m e D a y [ ] N e xt D a y
[ 12 D a y [ ]3 D a y
[ ]4 D a y [ ]5 D a y
F i e ld F ilt e re d (if a p p lic a b l e ):
[ ]Y e s [ ]N o
N A<s >S a mp l e D is po s a l:
[ 1 D is pos e a s a p pro pri a t e
[ ) R e turn
[ 1 A rchi v e :
I I H o id:
ID O3COOcOegoCNIC03Q.+N Aoa:0)uAnalysis:T O oU)o c N ArooNCOQ-* M a tri x C o d e s (in s e rt in M a tri x b ox b e lo w): D rin kin g W a t er (D W), G ro u nd W a t e r (G W), W a s t e w a t er (W W ),
Pro du c t (P ), S oil/S olid (S L), O il (O L), W i p e (W P ), A ir (A R ), T issu e (T S), B io a ss a y (B ), V a p or (V), O th er (O T )
cat O )<C OQ.(0 O>-L A B U S E O N L Y :
L a b S a m pl e # / C om m e nts:CComp /OCoilected (or
C om p o sit e S t a rt)
#o fRes 0)(0atOComposite E nd C OCOECustomer S a m ple I D M a tri x *G r a b C l C tn s C Oro
E<Q(0cin<D a t e T i m e D a t e T i m e ou Z
~O o lgrabRM-1 i i:9 3 p XGW2
P 1 X
p X1 X
-c 2 0 ^gr a bRM-2 R G W ^Y -V 7 p 2 X
P X1
P X1 X
gr a bRM-7 PGW 2 X
P 1 X
P X1 X
L A B S a mpl e T e mp e r a ture Info :
T e mp B l a n k R e c e iv e d: Y
T h e rm I D #:
C oo l e r 1 T e m p U p on R e c e ip t: o C
N N A
C o ol er 1 T h e rm C orr. F a c tor:
C o ol er 1 C orr e ct e d T e mp:
c e m e n t s ^
C u s tom e r R e m arks / S p e ci a l C o ndition s / P o s si b l e H a z a rd s: pyp e of Ic e U s e d:S H O R T H O L D S P R E S E N T (<7 2 hours) : Y N N/AWet B lu e Dry N o n e
P a c ki n g M a t e ri a l U s e d:L a b T r a c kin g #:
o CSamples r e c e iv e d vi a :
F E D E X U P S C li e nt C o uri e r P a c e C o uri e rRadchem s a m pl e (s) s cr e e n e d (<5 0 0 c p m):o CN N A
R e linqui s h e d b y/C o mp a ny: (S ign a tur e ) «
L M o rr-i l l
R e lin q uis h e d b y/C o mp a ny: (S ign a tur e )
D a t e /T im e :R e vi v e d b y/C o mo a ny: (S i g n a ture )
^/C o m p a n y: (^n a t ur e )R e c e iv e d
D a t e /T i m e :M T J L L A B U S E O N L Y
K ;cl D |T a b l e #:
D a t e /T im e :T rip B l a nk R e c e iv e d: Y N N A
H C L M e O H T S P O th er
D a t e /T i m e :A c e tnum:
T e mpl a t e :
P re login:
N on C o nf orm a n c e(s):
Y E S / N O
R e li nqu is h e dti y/C o mp a n y : (I D a t e /T im e :D a t e /T im e :P a g e :R e c e iv e d b y/C om p a ny : (S i g n a ture )P M:
o f:P B:J
LAB USE ONLY- Affix Workorder/Login Label Here or List Pace Workorder Number or
MTJL Log-in Number Here
CHAIN-OF-CUSTODY Analytical Request Document
Analytical’Submitting a sample via this chain of custody constitutes acknowledgment and acceptance of the Pace Terms and
Conditions found at: https://info.pacelabs.com/hubfs/pas-standard-terms.pdf
Chain-of-Custody is a LEGAL DOCUMENT - Complete all relevant fields
Company: Anfield Resources Billing Information: on file ALL BOLD OUTLINED AREAS are for LAB USE ONLY
Address:
iLab Project Manager:Container Preservative Type
2 1 1 UReport To: Toby Wright; 227 Jefferson St; Ft. Collins, Co
80524
Email To: WrightEnvifflgmail.com
Preservative Types: (1) nitric acid, (2) sulfuric acid, (3) hydrochloric acid, (4) sodium hydroxide, (5) zinc acetate,
(6) methanol, (7) sodium bisulfate, (8) sodium thiosulfate, (9) hexane, (A) ascorbic acid, (B) ammonium sulfate,
(C) ammonium hydroxide, (D) TSP, (U) Unpreserved, (0) Other ^
**
Copy To: [e-mail] [e-mail]
[e-mail]
Site Collection Info/Address: Shootaring Canyon Mill, Utah
Lab Profile/Line:Analyses
State:Ut County/City: Garfield/ Ticaboo Time Zone
Collected:Mountain Standard
Customer Project Name/Number: Shootaring Canyon Mill Lab Sample Receipt Checklist:
Custody Seals Present/Intact Y N NA
Custody Signatures Present
Collector Signature Present
Bottles Intact
Correct Bottles
Sufficient Volume
Samples Received on Ice
VOA - Headspace Acceptable
USDA Regulated Soils
Samples in Holding Time
Residual Chlorine Present
Cl Strips:
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Sample pH Acceptable
pH Strips:
Y N NA
Sulfide Present
Lead Acetate Strips;
Y N NA
O
r)COSite/Facility ID #:Compliance Monitoring?
[ ] Yes [ !No
Phone: [phone]
Email: lamiyamorrill(Syahoo.com
O)OCdO+a.Collected By (print): L Morrill O)Purchase Order#:
Quote #:
DW PWSID#:
DW Location Code:
CMX<oo(OJO05Collected By (signature):Immediately Packed on Ice:
[ lYes [ ]No
Turnaround Date Required:X100.P
O plA
CSample D is po s a l:
t ] Dispos e a s a p pro pri a t e
[ ] R e t urn
[ ] A rchi v e :
[ ]H o ld:
R u s h: (E x p e dit e C h arg e s A p ply)
[ 1 S a m e D a y [ ] N e xt D a y
[ ]2 D a y [ ]3 D a y
[ ]4 D a y [ ] 5 D a y
F i e ld F ilt e re d (if a p p lic a b l e ):
[ ]Y e s [ ]N o
00 o3CDOcOCNiO
C T OQ.+o q:0)uAnalysis:T i-O2LOUc03oNCOCL* M a tri x C o d e s (In s ert in M a tri x b ox b e low): D rin kin g W a t er (D W), G ro u nd W a t e r (G W ), W a st e w a t er (W W ),
Prod uc t (P ), S oil/S olid (S L), O il (O L), W ip e (W P ), A ir (A R ), T issu e (T S), B io a ss a y (B ), V a por (V), O th er (O T )
cO)03 o >Q .<03 O>L A B U S E O N L Y :
L a b S a m pl e # / C om m e nts:cComp /OCollected (or
C om p o sit e S t a rt)
#ofRes 003<u OComposite E n d C OcCDEMatrix *C u s tom e r S a m ple I D G r a b C l C tn s C O(D
Q(0ct/5<D a t e T im e D a t e T im e oo 2
J'U P 3 —p <>yRM-8 gr a b PGW 2 X
P 1 X
P X X1
0:>S ~R M-1 2 gr a b P 2 XGW
P 1 X
P X1 X
- o o (S'R M-1 2 A T gr a b PGW 2 X
P X1
P X1 X
L A B S a m pl e T e mp e r a ture Info:
T e mp B l a n k R e c e iv e d: Y
th e rm I D #;
C o o l e r 1 T e m p U pon R e c e i p t: o C
N N A
C oo l e r 1 T h e rm C orr. F a c tor;
C oo l e r 1 C orr e c t e d T e mp;
C o mm e nts:
C ust o m e r R e m arks / S p e ci a l C o ndition s / P oss ibl e H a z ard s: pyp e of Ic e U s e d:S H O R T H O L D S P R E S E N T (<7 2 ho urs) : Y N N/AWet B lu e Dry N o n e
L a b T ra c k ing #:P a c ki n g M a t e ri a l U s e d:
o CSamples r e c e iv e d vi a :
F E D E X U P S C li e nt C o uri e r P a c e C o uri e rRadchem s a m pl e (s) s cr e e n e d (<500 c pm):o CN N A
R e lin q uis h e d b y/C om p a ny : (S ign a tur e ) - .
L m O fri D
D a t e /T i m e :R e c e iv e d b y/C o m p a ny : (S ign a tur e )D a t e /T im e :M T J L L A B U S E O N L Y
i'K '^9 U l O C T a bl e #:
T rip B l a nk R e c e iv e d: Y N N A
H C L M e O H T S P O th e r
R e lin q uis h e d b y/C om p a ny : (S ign a tur e )D a t e /T im e :by/C o m p U i y: (S ig n a t ur e )J 2 r-x -c r m -D a t e /T im e :A cc tn u m:
T e m p l a t e :
P r e l o gin:
R e c e
7//1/J L T n n
4 > —
R e lin q u isfr e d b y/C o m^n y : (S ign a tur e ) O N o n C onf orm a n c e (s): P a g e :
Y E S / N O of:
D a t e /T i m e :D a t e A im e :R e c e iv e d b y/C om p a ny : (S ign a tur e )P M:
P B :
LAB USE ONLY- Affix Workorder/Logln Label Here or List Pace Workorder Number or
MTJL Log-in Number HereCHAIN-OF-CUSTODY Analytical Request Document
Analytical Submitting a sample via this chain of custody constitutes acknowledgment and acceptance of the Pace Terms and
Conditions found at: https://info.pacelabs.com/hubfs/pas-standard-terms.pdf
Chain-of-Custody is a LEGAL DOCUMENT - Complete all relevant fields
ALL BOLD OUTLINED AREAS are for LAB USE ONLYBilling Information: on fileCompany: Anfield Resources
Address:iLab Project Manager:**Container Preservative Type
2 1 1 U
Email To: [e-mail] To: Toby Wright; 227 Jefferson St; Ft. Collins, Co
80524 Preservative Types: (1) nitric acid, (2) sulfuric acid, (3) hydrochloric acid, (4) sodium hydroxide, (5) zinc acetate,
(6) methanol, (7) sodium bisulfate, (8) sodium thiosulfate, (9) hexane, (A) ascorbic acid, (B) ammonium sulfate,
(C) ammonium hydroxide, (D) TSP, (U) Unpreserved, (0) Other
**
Site Collection Info/Address: Shootaring Canyon Mill, UtahCopy To: [e-mail] [e-mail]
april@t\wright.com Lab Profile/Llne:Analyses
State:Ut County/City: Garfield/Ticaboo Time Zone
Collected:Mountain Standard
Customer Project Name/Number: Shootaring Canyon Mill Lab Sample Receipt Checklist:
Custody Seals Present/Intact Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Custody Signatures Present
Collector Signature Present
Bottles Intact
Correct Bottles
Sufficient Volume
Samples Received on Ice
VGA - Headspace Acceptable
USDA Regulated Soils
Samples in Holding Time
Residual Chlorine Present
O
3 COCompliance Monitoring?
[ ] Yes [ INo
Site/Facility ID#:Phone: [phone]
Email: [e-mail]
O)Oo+o.05
Cl Strips:
Sample pH Acceptable
pH Strips;
Sulfide Present
Lead Acetate Strips:
DW PWS ID #:
DW Location Code;
Purchase Order#:
Quote #:
CMCollected By (print): L Morrill <I Oo-Q
Immediately Packed on Ice:
i[ ]Yes [ INO
XCollected By (signature):Turnaround Date Required:D.U5
(/I DOCField F ilt e re d (if a p p lic a b l e ):
[ ]Y e s [ ]N 0
R u s h: (E x p e dit e C h a rg e s A p ply)
[ ] S a m e D a y [ ] N e xt D a y
[ 1 2 D a y [ ] 3 D a y
[ ] 4 D a y [ ]5 D a y
S a m ple D is po s a l:
[ 1 Dispos e a s a p pro pri a t e
[ 1 R e t urn
[ 1 A rc hiv e :
[ I H o ld:
C P OCOoOCMo.t;C MC Ll .C OL_o Y N N Aa.+0)o 5Analysis:K T O o c Y N N AfooNCQD- M a tri x C o d e s (In s ert in M a tri x bo x b e low): D rink i n g W a t e r (D W), G ro u nd W a t er (G W ), W a st e w a t er (W W ),
Prod uc t (P ), S oil/S olid (S L), O il (O L), W i p e (W P ), A ir (A R ), T is s u e (T S), B io a ss a y (B), V a p or (V), O t h er (O T )
c O )C O <C D o>-L A B U S E O N L Y :
L a b S a m pl e # / C om m e nts:C O#ofCollected (or
C om p o sit e S t a rt)
R e sComp /0)C DOOJComposite E n d C OcCDEClCtnsMatrix *G r a b C OCustomer S a m ple ID E t o Qz05<T i m eDateTimeDate o <u
P 2grabRM-1 4 G W
P X1
X Xp1
— z >c >TXP2grab3-i i g 3 ^:4 7RM-1 8 G W
P 1 X
XP X1
P Xgrab2RM-1 9 G W
P 1 X
X XP1
L A B S a m ple T e mp e r a ture Info:
T e m p B l a n k R e c e i v e d; Y
T h e rm I D #;
C o o l e r 1 T e m p U pon R e c e i p t: o C
N N A
C o ol er 1 T h erm C orr. F a c t or:
C o ol e r 1 C orr e c t e d T e mp;
C o mm e nts:
S H O R T H O L D S P R E S E N T (<7 2 hours): Y N N /ACustomer R e m arks / S p e cia l C o ndition s / P o s si b l e H a z ard s;W e t B lu e D ry N o n eType of Ic e U s e d:
L a b Tra cking #:P a ckin g M a t e ri a l U s e d:
o C
S a mpl e s r e c e iv e d vi a :
F E D E X U P S C li e nt C o uri e r P a c e C o uri e r
o Cadchem s a m pl e (s) s cr e e n e d (<500 c pm):N N A
M T JL L A B U S E O N L YDate/T i m e :
5 ‘-//v R 3Reserved b y A C otjip a ny; (S i g n a ture )
I^/C o m p a n y q s
A
ig n a tur e )i v e d
D a t e /T i m e :R e li n quis h e d b y/C o m p^y : (S i g n a ture ) ^ >L M o rri U J !
7//J/JIJ l//f
T a bl e #:"7 T ri p B l a nk R e c e iv e d: Y N N A
H C L M e O H T S P O th e r
D a t e /T im e ;A cc tn u m:
T e mpl a t e :
P re login:
P M:
P B ;
D a t e /T im e :R e lin q uis h e d b y/C om p a ny : (S i g n a ture )
1 Y \N o n C onform a nc e (s): P a g e :
Y E S / N O o f:R e linq u ish e cI b y/C o m p a ny : (S i g n a ture ) ^D a t e /T im e :R e c e iv e d b y/C om p a ny : (S i g n a ture )D a t e /T im e :
LAB USE ONLY- Affix Workorder/Login Label Here or List Pace Workorder Number or
MTJL Log-in Number Here
CHAIN-OF-CUSTODY Analytical Request Document
ce Analytical'Submitting a sample via this chain of custody constitutes acknowledgment and acceptance of the Pace Terms and
Conditions found at: https://info.pacelabs.com/hubfs/pas-standard-terms.pdf
Chain-of-Custody is a LEGAL DOCUMENT - Complete alt relevant fields
Billing Information: on fileCompany: Anfield Resources ALL BOLD OUTLINED AREAS are for LAB USE ONLY
Address:iLab Projert Manager:**C on t a in e r P r e s e rv a tiv e t y p e
2 1 1 UReport T o: T o b y Wright; T il J e ff e rson S t; F t. C ollins, C o
8 0 5 2 4
E m a il T o: Wright E nv @ g m a il.c o m
Pre s e rv ativ e T y p e s: (1) nitri c a cid, (2) su lfuric a cid, (3) h ydroch loric a cid, (4) sodium h y droxid e , (5) z in c a c e t a t e ,
(6) m e t h a no l, (7) sodium bisu lf a t e , (8) sodium t hios ulf a t e , (9) h e x a n e , (A) a s corbic a cid , (B) a m m on ium s ulf a t e ,
(C) a mmo nium h y droxid e , (D) T S P, (U ) U npr e s erv e d, (0) O th er ^S it e C o ll e c ti o n In fo/A ddr e ss : S ho ot arin g C a n y o n M ill , U t a hCopyTo: l a miy a morrill @ y a h o o.c om s a g a rling @ rd e in c.c o m
a pril @ t wri g ht.c o m L a b Profil e /Lin e :A n a lys e sState:U t C o un ty/C ity : G a rfi e ld/T i c a b o o T i m e Z o n e
C o ll e ct e d:M o u nt a i n S t a n d a rd
C u st o m e r P roj e ct N a m e /N umb e r: S ho o t a ri n g C a nyo n M ill L a b S a m pl e R e c e ip t C h e c klis t:
C u sto d y S e a ls P r e s e nt/In t a c t Y N N A
C us t od y S ig n a tur e s Pr e s e n t
C oll e c t or S ig n a tur e P r e s e n t
B o ttl e s In t a c t
C orr e ct B o t tl e s
S u ffi ci e n t V olum e
S a m p l e s R e c e iv e d o n Ic e
V O A - H e a d sp a c e A c c e pt a b l e
U S D A R e g u l a t e d S o il s
S a m pl e s in H o l ding T i m e
R e sid u a l C hl orin e P re s e n t
C l S trip s:
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
S a mp l e p H A c c e p t a bl e
p H S trip s:
Y N N A
S ul f id e P re s e n t
L e a d A c e t a t e S trip s:
Y N N A
O
=3 C OSite/F a c ility I D #;C o m p li a n c e M onitori n g ?
[ 1 Y e s [ ]N o
P h on e : 435-6 3 3-3035
E m a il: l a miy a morrill @ y a h o o.c om
O )OCDO4=+Q .05Collected B y (prin t): L M orrill P urc h a s e O rd e r#:
Q uo t e #:
D W P W S I D #:
D W Lo c a ti on C o d e :
C NX.<ooC/542C/3Collected B y (s ig n a t ur e ):T urn aro un d D a t e R e quir e d:Im m e di a t e ly P a ck e d o n Ic e :
[ ]Y e s [ ]N 0
XQ.^D Pe>T 2be:(TJ cRush: (E x p e dit e C h arg e s A p ply)
[ ] S a m e D a y [ ] N e xt D a y
[ 1 2 D a y [ ]3 D a y
[ ]4 D a y [ ]5 D a y
F i e ld F ilt e re d (if a p plic a bl e ):
[ ]Y e s [ ]N o
S a m ple D is po s a l:
[ 1 Dispo s e a s a ppropri a t e
[ ] R e turn
[ ] A rc hiv e :
[ ]H ol d:
C O oCDoo.C NoCNcCDD--F o05oAnalysis:sT24-^
OcrtT3CreoN(/)C L* M a tri x C od e s (In s ert in M a tri x b ox b e l o w): D rink i n g W a t er (D W ), G ro u nd W a t er (G W ), W a st e w a t er (W W ),
P ro du ct (P ), S oil/S olid (S L), O il (O L), W i p e (W P ), A ir (A R ), T is s u e (T S), B i o a s s a y (B ), V a por (V), O th er (O T )
cor C 3)<C DQ.C D O>-f L A B U S E O N L Y :
L a b S a m pl e # / C o mm e nts:
-C OComp/C o ll e ct e d (or
C om p o sit e S t a rt)
#ofRes 0)C D(U OComposite E n d C OcCDEMatrix C l C tn sCustomer S a m ple I D G r a b C Ore
QCDc5</)<D a t e T im e D a t e T i m e
-o/ORM-2 0 gr a b P XGW2
P 1 X
Xp1 X
S ‘o ograbRM-1 0 0 P 2 XGW-3-|.l g »3
P X1
P X X1
M S /M S D gr a b P 3 XGW
S e e W a d e f or L o g g i n g P X1
t h i s s a m p l e XP X1
L A B S a mpl e T e mp e r a ture Info :
T e mp B l a n k R e c e iv e d : Y
T h e rm I D #:
C oo l e r 1 T e m p U p o n R e c e i p t: o C
N N A
C o ol er 1 T h erm C orr. F a c t or:
C o ol er 1 C orr e ct e d T e mp:
C omm e n t s:
C u s tom e r R e m a rks / S p e ci a l C o ndition s / P o ss ibl e H a z ard s: j-y p e of Ic e U s e d:S H O R T H O L D S P R E S E N T (<7 2 ho urs) : Y N N /AWet B lu e D ry N o n e
L a b Tr a c k i n g #:P a ckin g M a t e ri a l U s e d:
o CSamples r e c e iv e d vi a :
F E D E X U P S C li e nt C o uri e r P a c e C o uri e rRadchem s a m pl e (s) scr e e n e d (<5 0 0 c pm):o CN N A
D a t e /T i m e :M T JL L A B U S E O N L YRelinquished b y/C o m p a ^ (S i g n a ture )L M a r p '/f
R e linqui s h e d b y/C om p a ny : (S ign a tur e )
K \b y/C om|S a n y: (S ign a tur e )R e li n q ui sfi e d
D a t e /T i m e :R e tf e iv e d by/C cMi p a n y: (S i g n a ture )
F a bl e #:L
T rip B l a nk R e c e iv e d: Y N N A
H C L M e O H T S P O th e r
D a t e /T i m e :A c e tnum:
T e m p l a t e :
P re login:
D a t e /T i m e :ign a t ur e )fin'A -a z/j jr ///<?M l
N o n C onf orm a n c e (s):
Y E S / N O
P a g e :D a t e /T i m e :D a t e /T i m e :R e c e iv e d b y/C o m p a ny : (S ign a tur e )P M:
o f:P B :
DC# Title: ENV-FRM-SHRT-0033 vOO_Condition Upon Receipt Form Terra
Lab
I ASSlTTJCilSEaViCiS
Effective Date: 05/13/2022
Survey Meter #
pH strip lot #
Thermometer SN#
Condition Upon Receipt (Attach to COC)
Model 12SASN 136491
HC203864
221511272
Sample Receipt
1 Number of ice chests/packages received:
Note as "OTC " if samples are received over the counter, unpackaged
2 Temperature of cooler/samples, (tf more than 8 coolers, please write on back)
Temps Observed (°C): L
Temps Corrected (°C):| -'a .fa
Acceptable is: 0.1° to 10°C for Bacteria: and 0.1° to 6°C for most other water parameters. Samples may not have had adequate time to cool
following collection. Indicate ROI (Received on Ice) for iced samples received on the same day as sampled, in addition to temperature at receipt
Client contact for temperatures outside method criteria must be documented below.
3 Emission rate of samples for radiochemical analyses < 0.5mR/hr? No N/A
NoROI?e:
O-b -3 <
-J>.l0.0
es
4 COC Number (If applicable);
5 Do the number of bottles agree with the COC?
6 Were the samples received intact? (no broken bottles, leaks, etc.)
7 Were the sample custody seals intact?
8 Is the COC properly completed, legible, and signed?
Sample Verification. Labeling & Distribution
1 Were all requested analyses understood and appropriate?
2 Did the bottle labels correspond with the COC information?
3 Samples collected in method-prescribed containers?
4 Sample Preservation;
pH at Receipt:
_ Total Metals
Diss Metals
Nutrient
Cyanide
Sulfide
Phenol
SDWA Rads
5 VOA vials have <6mm headspace?
6 Were all analyses within holding time at the time of receipt?
7 Have rush or project due dates been checked and accepted?
8 Do samples require subcontracted analyses?
If "Yes", which type of subcontracting is required?
Sample Receipt, Verification, Login, Labeling & Distribution completed by (initials):
z
&
Yes
e:
e
Yes
es
Preservative/Lot#Final pH (if added in lab):
Total Metals
Diss Metals
Nutrient
HN03_
HN03_
H2SO4
NaOHCyanide
Sulfide ZnAcet
H2SO4
HNO3.
Phenol
SDWA Rads
Yes
&
Yes
Yes
CustoGeneral
N/ANo
N/ANo
No
No
# 0,'s ^
No
C 0^^(/.
No;
Date/Time Added;
Filtered and preserved in metals
No
No
&
No
mer-Specified Certified
DJ
Set ID:
Discrepancy Documentation (use back of sheet for notes on discrepancies)
Any items listed above with a response of "No" or do not meet specifications must be resolved.
Method of Contact;Phone:Person Contacted:
Email:Initiated By]
Problem:
Date/Time:
Resolution:
Page 1 of 1Qualtrax ID: 70962
8/2/2023Date:
Pace Anal\tical
1673 Terra Avenue Sheridan, WY 82801 ph: [phone]
Samples RM-1, RM-100, RM-12, RM-12AT, RM-14, RM-18, RM-19, RM-20, RM-2R, RM-7 and RM-8 Zere received on
March 13, 2023.
All samples Zere received and anal\]ed Zithin recommended holding times, e[cept those noted beloZ in this case narrative.
Samples Zere anal\]ed using methods outlined in the folloZing references:
Standard Methods for the E[amination of Water and WasteZater, approved method versions
EPA Test Methods for Evaluating Solid Waste, Ph\sical/Chemical Methods, SW-846, online versions
EPA methods 40 CFR Parts 136 and 141EPA 600/2-78-054 methods
NDEP Mining Methods
40 CFR Part 50, Appendices B, J, L, O and FEM EQL-0310-189
IO Compendium Methods
Clean Water Act Methods Update Rule for the Anal\sis of Effluent, current version.
ASTM approved and recogni]ed standards
ISO approved and recogni]ed standards
USDA Handbook 60
Soil Surve\ Laborator\ Manual Ver 4.0
ASA/SSSA 9 Methods of Anal\sis Part 2, 1982
ASA/SSSA Methods of Anal\sis Book 5 Part 3, 1996
Other industr\ approved methods

All Qualit\ Control parameters met the acceptance criteria defined b\ EPA and Pace Anal\tical e[cept as indicated in this
case narrative:
This report, S2303166-002, Zas revised to include a QC section.
Project:Shootaring Can\on Mill
CLIENT:Anfield Resources/Wright Enviornmental Services In
Lab Order:S2303166
CASE NARRATIVE
Report ID:S2303166002
(Replaces S2303166001)
Tom Patten, Laborator\ Manager
Entire Report ReYieZed b\:
Page 1 of 2
8/2/2023Date:
Pace Anal\tical
1673 Terra Avenue Sheridan, WY 82801 ph: [phone]
Definitions
RL Reporting Limit
Qualifiers
* Value e[ceeds Ma[imum Contaminant Level
A Check MSA specifications
B Anal\te detected in the associated Method Blank
CCalculated Value
D Report limit raised due to dilution
E Value above quantitation range
G Anal\]ed at Pace Gillette, WY laborator\
H Holding times for preparation or anal\sis e[ceeded
JAnal\te detected beloZ quantitation limits
L Anal\]ed b\ another laborator\
M Value e[ceeds Monthl\ Ave or MCL or is less than LCL
N Sample anal\]ed outside of compliance requirements
ND Not Detected at the Reporting Limit
OOutside the Range of Dilutions
P Sample preserved in lab at time of receipt
R RPD outside accepted recover\ limits
S Spike Recover\ outside accepted recover\ limits
UAnal\te beloZ method detection limit
XMatri[ Effect
Page 2 of 2
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Shootaring Canyon Mill
SHOOTARING CANYON MILL GROUNDWATER MONITORING PROGRAM
QAP FIELD SAMPLING CHECKLIST
Sample Collection Date: 3/10-11/2023
Reviewer\Date: April Lafferty 5/26/2023
RM-100
Field Sampling YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO
Meter function check OK & Recorded?ü ü ü ü ü ü ü ü ü ü
Water level recorded to 0.01 feet?ü ü ü ü ü ü ü ü ü ü
Well casing volume correctly calculated?ü ü ü ü ü ü ü ü ü ü
Pumping rate determined and recorded?ü ü ü ü ü ü ü ü ü ü
Field Parameter Stabilization
Minimum interval achieved?ü ü ü ü ü ü ü ü ü ü
3 readings with pH ± 0.2 s.u.; Conductivity ± 10% ?ü ü ü ü ü ü ü ü ü ü
Sufficient minimum well volume pumped?ü ü ü ü ü ü ü ü ü ü
Sample bottles & preservatives correct and recorded?ü ü ü ü ü ü ü ü ü ü
COMMENTS
RM-1
RM-2R
RM-7
RM-8
RM-12 well was sampled when approximately one gallon is left to ensure a sample is collected before the water level reaches the pump
RM-14
RM-18 Blind Field Dup as RM100
RM-19
RM-20
DUP Blind Field Dup of RM18
Tails
Blind DupBlind DupRM-12 RM-14 RM-18 RM-19 Tails SumpRM-1 RM-2R RM-7 RM-8 RM-20
Shootaring Canyon Mill
SHOOTARING CANYON MILL GROUNDWATER MONITORING PROGRAM
QAP DATA COMPLETENESS & DATA PACKAGE QA/QC CHECKLIST
Sample Collection Date: 3/10-11/2023 Report Date\Work Order No.: S2303166
Reviewer\Date: April Lafferty 5/26/2023
Data Completeness YES NO YES NO
Lab certification still current?ü Is Lab QA\QC summary report present?ü
Is receipt temperature, between 0.1 and 6 degrees C?ü Do all samples sent have reported analyses (QAP Table 3)?ü
Chain of Custody complete and intact as per approved QAP?ü Were all analytes requested reported (QAP Table 3)?ü
Received w/ custody seals intact?ü Are all field forms present from field site?ü
RM-100
Data Package QA\QC YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO
Are all reporting limits ≤ QAP Table 3?ü ü ü ü ü ü ü ü ü ü
Are all methods as per QAP Table 3?ü ü ü ü ü ü ü ü ü ü
Are dates of all analysis within holding times?ü ü ü ü ü ü ü ü ü ü
COMMENTS
RM-1
RM-2R
RM-7
RM-8
RM-12
RM-14
RM-18
Duplicated as RM-100
RM-19
RM-20
DUP Fl was reanalyzed after hold because the RPD was outside QAP criteria. Renalysis yielded acceptable RPD.
(RM-100); duplicate of RM18
Tails Sump
YES NO Notes
Are Method Blanks < Lab Reporting Limits? ü
Are Lab Control Sample (LCS) %Rec within range? ü
Are MS & MSD %Rec within range?ü
Are MS\MSD RPD within range? ü
Are Blind Field Duplicate RPD's acceptable for all analytes?ü
RM-1 RM-2R RM-7 RM-8 RM-12 RM-14 RM-18 RM-19 RM-20 Tails Sump Blind Dup
LAB USE ONLY- Affix Workorder/Login Label Here or List Pace Workorder Number or
MTJL Log-in Number HereAnalytical
CHAIN-OF-CUSTODY Analytical Request Document
Submitting a sample via this chain of custody constitutes acknow/ledgment and acceptance of the Pace Terms and
Conditions found at; https://info.pacelabs.com/hubfs/pas-standard-terms.pdf
Chain-of-Custody is a LEGAL DOCUMENT - Complete all relevant fields
Billing Information: on fileCompany: Anfield Resources ALL BOLD OUTLINED AREAS are for LAB USE ONLY
Address:
iLab Project Manager:Container Preservative Type
2 1 1 U
Report To: Toby Wright; 227 Jefferson St; Ft. Collins, Co
80524
Email To: [e-mail] . , ^
Preservative Types: (1) nitric acid, (2) sulfuric acid, (3) hydrochloric acid, (4) sodium hydroxide, (5) zinc acetate,
(6) methanol, (7) sodium bisulfate, (8) sodium thiosulfate, (9) hexane, (A) ascorbic acid, (B) ammonium sulfate,
(C) ammonium hydroxide, (D) TSP, (U) Unpreserved, (0) Other ^
Copy To: [e-mail] [e-mail]
[e-mail]
Site Collection info/Address: Shootaring Canyon Mill, Utah
Lab Profile/Line:Analyses
Customer Project Name/Number: Shootaring Canyon Mill State:Ut County/City: Garfield/Ticaboo Time Zone
Collected:Mountain Standard
T Lab Sample Receipt Checklist:
Custody Seals Present/Intact Y N NA
Custody Signatures Present
Collector Signature Present
Bottles Intact
Correct Bottles
Sufficient Volume
Samples Received on Ice
VGA - Headspace Acceptable
USDA Regulated Soils
Samples in Holding Time
Residual Chlorine Present
Cl Strips:
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
y N NA
Y N NA
Sample pH Acceptable
pH Strips:
Y N NA
Sulfide Present
Lead Acetate Strips:
Y N NA
O
3 COSite/Facility ID #:Compliance Monitoring?
P^Yes [ )No
Phone: [phone]
Email: [e-mail]
O)O
CD O+Q.Collected By (print): L Morrill O)Purchase Order#:
Quote#:
DW PWSID#:
DW Location Code:
<NI<ooc/>JD
Collected By (signature): ^ . j.inTurnaround Date Required:Immediately Packed on Ice:
0<Ves [ ]No
XQ.IS p
O T3(U C
Rush: (Expedite Charges Apply)
[ ] Same Day [ ) Next Day
[]2 Day [ 13 Day
[ ]4 Day [ )5 Day
Field Filtered (if applicable):
[ ]NopcYes
Sample Disposal:
[ 1 Dispose as appropriate
[ 1 Return
[ ] Archive:
[ JHold:
ID O3CDOOegoCMCCOo.+o a:oIAnalysis:u
O“D C(13 O N (/)Q-* Matrix Codes (Insert in Matrix box below): Drinking Water (DW), Ground Water (GW), Wastewater (WW),
Product (P), Soil/Solid (SL), Oil (OL), Wipe (WP), Air (AR), Tissue (TS), Bioassay (B), Vapor (V), Other (OT)
c<u D)<(DroO LAB USE ONLY:
Lab Sample # / Comments;
C oComp/# ofCollected (or
Composite Start)
Res 0)TOOQiComposite End COcmEMatrix ♦ClCustomer Sample ID Grab Ctns COJSEQinTimeDateTimeDateo<<u
grabRM-1 p 2 XGW
P 1 X
P X1 X
grab PRM-2R 2 XGW
P X1
p X1 X
RM-7 grab P 2 XGW
p X1
p X X1
LAB Sample Temperature Info:
Temp Blank Received: Y N NA
Therm ID#:
Cooler L Temp Upon Receipt: oC
Cooler 1 Therm Corr. Factor; oC
Cooler 1 Corrected Temp;
Comments
oC
Customer Remarks / Special Conditions / Possible Hazards: pype of Ice Used:SHORT HOLDS PRESENT (<72 hours) : Y N N/AWet Blue Dry None
tmoc.) -tc>
ni£»
r^AC.. h ● 1
Relinquished by/Comoan^(Signature) /LMcrri'll
Packing Material Used:Lab Tracking#:
Samples received via:
FEDEX UPS Client Courier Pace CourierRadchem sample(s) screened (<500 cpm):N NA
mby/Compyiy: (Signature)Date/Time:MTJL LAB USE ONLYDateAlme: ™
- - -
mpany: (S Mature)
Table #:
^ereiv^Relinquished by/(5ompany: (Signature)Trip Blank Received: Y N NA
HCL MeOH TSP Other
Date/Time:Acetnum:
Template:
Prelogin:
Date/Time:./
/Y
Non Conformancefsl: IPaae: .J
YES 7 NO $of:
Relinquished fcy/Company: (Signature)Date/Time:Date/Time:Received by/Company: (Signature)PM:ft -P B :
LAB USE ONLY- Affix Workorder/Login Label Here or List Pace Workorder Number or
MTJL Log-in Number Here
CHAIN-OF-CUSTODY Analytical Request Document
ce Analytical'Submitting a sample via this chain of custody constitutes acknowledgment and acceptance of the Pace Terms and
Conditions found at: https://info.paceiabs.com/hubfs/pas-standard-terms.pdf
Chain-of-Custody is a LEGAL DOCUMENT - Complete all relevant fields
Company: Anfield Resources Billing Information: on file ALL BOLD OUTLINED AREAS are for LAB USE ONLY
Address:
lb Project Manager:Container Preservative Type
2 1 1 U
Report To: Toby Wright; 227 Jefferson St; Ft. Collins, Co
80524
Email To: WrightEnviagmail.com
* Pre s erv a tiv e T y p e s: (1) nitri c a cid, (2) s ulfuric a cid , (3) h ydroch loric a cid, (4) sodium h ydro xid e , (5) z inc a c e t a t e ,
(6) m e th a n ol, (7) so diu m bisu lf a t e , (8) sodiu m t hio s ulf a t e , (9) h e x a n e , (A) a s corbic a cid , (B) a m m on ium s ulf a t e ,
(C ) a mmo nium h y dro x id e , (D) T S P , (U ) U n pr e s erv e d, (0) O t h e r ^
S it e C o ll e c ti o n In fo/A ddr e ss : S ho o t a ri n g C a n y o n M ill , U t a hCopy T o: l a miy a morrilli a y a h o o .c o m s a g arlingi S) rd e in c.c o m
a prili a t wrig ht .c o m L a b Profil e /Lin e :A n a ly s e s
S t a t e :U t C o un ty/C ity : G a rfi e ld/T ic a b o o T im e Z o n e
C o ll e ct e d:M o u nt a i n S t a n d a rd
C u s tom e r Proj e c t N a m e /N umb e r: S ho ot arin g C a nyo n Mill L a b S a mp l e R e c e ip t C h e c klis t:
C u s t o dy S e a ls P r e s e nt/In t a c t Y N N A
C u sto d y S ig n a tur e s Pr e s e n t
C o ll e c t or S ig n a tur e Pr e s e n t Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
B o t tl e s In t a c t
C orr e ct B o ttl e s
S u ffi ci e n t V o lu m e
S a m p l e s R e c e iv e d on Ic e
V G A - H e a ds p a c e A c c e p t a bl e
U S D A R e gul a t e d S o il s
S a m p l e s in H o l ding T im e
R e sid u a l C h lorin e P re s e n t
O
3 C OSite/F a c ility I D #:C ompli a n c e M o n itoring?
y i Y e s [ I N o
P h on e : 435-633-3035
E m a il: l a miy a morrilli a y a h o o .c o m
O )OtoO
-EQ.C OCollected B y (print): L Morrill P urc h a s e O rd e r#:
Q u ot e #:
D W P W SID #:
D W Lo c a ti on C od e :
<N
C l S trip s;
S a mp l e p H A c c e p t a b l e
p H S trip s;
S u lfi d e Pr e s e n t
L e a d A c e t a t e S tri p s;
I <ooU)42 Wid B y (sign a tur e ):T urn a rou n d D a t e R e quir e d:Im m e di a t e ly P a ck e d o n Ic e :
i X i v e s
F i e ld F ilt e re d (if a p plic a bl e ):
[ ]N o
-(D o
LO (D T DroCSample D is po s a l:
[ ] D is pos e a s a p propri a t e
[ ] R e t urn
[ ] A rc hiv e :
[ I H o ld:
R ush : (E x p e dit e C h arg e s A p ply)
[ ] S a m e D a y [ ] N e xt D a y
[ ]2 D a y [ ]3 D a y
[ ]4 D a y [ ]5 D a y
(UCD oCOo[ ]N o O C MYesoCMC(0CL+Y N N AoVCQ)uAnalysis:oOc Y N N AoN(/)C L* M a tri x C od e s (Ins e rt in M a tri x b ox b e lo w): D rink i n g W a t er (D W), G rou n d W a t e r (G W ), W a s t e w a t er (W W ),
Pro du c t (P ), S oil/S olid (S L), O il (O L), W i p e (W P ), A ir (A R ), T issu e (T S), B i o a s s a y (B ), V a p or (V), O th er (O T )
ccu O )<C DQ.C D o>-L A B U S E O N L Y ;
L a b S a m pl e # / C onra i e nts;C oComp/#ofCollected (or
C o mpo sit e S t a rt)
R e s 0)C DojOComposite E nd C QcCDEMatrix *C l C tn sCustomer S a m ple I D G r a b WfOEQCDC5in<D a t e T i m e D a t e T i m e <
gr a b I'l f pRM-8 2 XGW
P 1 X
P X1 X
R M-1 2 gr a b s o pGW 2 X
P 1 X
XP X1
X w /X P \ ^
p 2V X7
iLAB S a m ple T e mp e r a ture Info:
T e mp B l a n k R e c e i v e d; Y N N A
T h e rm I D #;
C o ol er 1 T e m p U p on R e c e ip t; o C
C o ol er 1 T h e rm C orr. F a c t or; o C
C o ol er 1 C orr e c t e d T e m p;
C o m m e n t s;
o C
C ust o m e r R e m a rks / S p e ci a l C on diti o ns / P o s si b l e H a z a rd s: j-y p e of Ic e U s e d:S H O R T H O L D S P R E S E N T (<7 2 h o urs): Y N N /AWet B lu e D ry N on e -I
L a b Tra cking #:P a c ki n g M a t e ri a l U s e d:
S a m ple s r e c e iv e d vi a :
F E D E X U P S C li e nt C o uri e r P a c e C o uri e rRadchem s a mp l e(s) s cr e e n e d (<5 0 0 c p m): Y N N A
D a t e /T i m e ^^^^^^^ R e ^l v^ by/C o m p a m:
D a t e A ic T V ^ R e c e iv e d by^o m p a n y: (S i^t u r e )
I)
.S
)
:(S i g n a ture )
,3 ^ '
D a t e/ri m a : .
O C c . 0-1 (l U Iw v h '
i ’ D a t e/T R n e :
R e li n quis h e d b y/C o mp a ny: (S i g n a ture )i M o r n j T /j^fr v i A J l P
M T J L L A B U S E O N L Y
T a bl e #:
T rip B l a nk R e c e iv e d: Y N N A
H C L M e O H T S P O t h e r
R e lin q uis h e d ^/C o m p a n y : (S ig n a t ure )A c ctnum:
T e m pl a t e :
P r e log in:
P M:
\’z h 7 :N on C o n form a nc e (s):
Y E S / N O
P a g e :R e li n quis h e d b y/C o nrtp a n y: (S i g n a ture )D a t e /T im e :R e c e iv e d b y/C o mp a ny: (S ig n a t ure )m e :
o f:1 ^:P B:
LAB USE ONLY- Affix Workorder/Login Label Here or List Pace Workorder Number or
MTJL Log-in Number HereAnalytical
CHAIN-OF-CUSTODY Analytical Request Document
Submitting a sample via this chain of custody constitutes acknowledgment and acceptance of the Pace Terms and
Conditions found at; https://info.pacelabs.com/hubfs/pas-standard-terms.pdf
Chain-of“Custody is a LEGAL DOCUMENT - Complete all relevant fields
Billing Information: on fileCompany: Anfield Resources ALL BOLD OUTLINED AREAS are for LAB USE ONLY
Address:ILab Project Manager:Container Preservative Type
2 1 1 UReport To: Toby Wright; 227 Jefferson St; Ft. Coiiins, Co
80524
EmaiiTo: [e-mail]
** Preservative Types: (1) nitric acid, (2) suifuric acid, (3) hydrochioric add, (4) sodium hydroxide, (5) zinc acetate,
(6) methanoi, (7) sodium bisuifate, (8) sodium thiosulfate, (9) hexane, (A) ascorbic acid, (B) ammonium sulfate,
(C) ammonium hydroxide, (D) TSP, (U) Unpreserved, (O) Other ^
Site Collection Info/Address: Shootaring Canyon Mill, UtahCopy To: [e-mail] [e-mail]
[e-mail] Lab Profile/Line:Analyses
Customer Project Name/Number: Shootaring Canyon Mill State:Ut County/City: Garfield/Ticaboo Time Zone
Collected:Mountain Standard T Lab Sample Receipt Checklist:
Custody Seals Present/Intact Y N NA
Custody Signatures Present
Collector Signature Present
Bottles Intact
Correct Bottles
Sufficient Volume
Samples Received on Ice
VOA - Headspace Acceptable
USDA Regulated Soils
Samples in Holding Time
Residual Chlorine Present
Cl Strips:
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Sample pH Acceptable
pH Strips:
Y N NA
Sulfide Present
Lead Acetate Strips:
Y N NA
O
CO3Site/Facility ID #:Compliance Monitoring?
DW PWS ID #:
DW Location Code:
( ]No
Phone: [phone]
Email: [e-mail]
D>O
(0 O+a.O)Collected By (print): L Morrill Purchase Order#:
Quote #:
CNX<oo(/i
(AColle^ed By (signature):
S a mp l e D is po s a l: '
Im m e di a t e ly P a ck e d o n Ic e:T urn a rou n d D a t e R e quir e d:XQ.ID o
O[ ]N 0 T 3
CRush: (E x p e dit e C h a rg e s A p ply)
[ ] S a m e D a y [ ] N e xt D a y
[ ]2 D a y [ ]3 D a y
[ ]4 D a y [ ]5 D a y
F i e ld F ilt e re d (if a p p lic a b l e ):
[ ]N oYes
IP OCOO[ ] Dispos e a s a p pro pri a t e
[ ] R e t urn
[ ] A rchi v e :
[ ]H old:
o C SJoCVJc(0CL+o cr:0)uAnalysis:otoLOOcn>o N C OCL* M a tri x C o d e s (In s ert in M a tri x b ox b e l o w): D rin kin g W a t er (D W), G round W a t e r (G W), W a s t e w a t er (W W ),
Pro du c t (P ), S oil/S olid (S L), O il (O L), W i p e (W P ), A ir (A R ), T issu e (T S), B i o a s s a y (B), V a p or (V ), O th er (O T )
cQ}Q )<T Oa.(0 O>-L A B U S E O N L Y :
L a b S a m pl e # / C om m e nts:C oComp/#o fCollected (or
C om p o sit e S t a rt)
R e s 0)n jlUOComposite E nd WcCOEMatrix *G r a b C l C tnsCustomer S a m ple I D C Ore
QCOc(O<D a t e T i m e D a t e T im e ou 2
gr a b PRM-1 4 2 XGW
P 1 X
P X X1
_o o '?R M-1 8 gr a b P XGW2
P 1 X
XP X1
R M-1 9 gr a b P XGW2
P 1 X
P X1 X
L A B S a mpl e T e m p e ra tur e Info:
T e mp B l a n k R e c e iv e d: Y
T h erm I D #:
C o ol er 1 T e mp U p o n R e c e i p t: o C
N N A
C o ol er 1 T h e rm C orr. F a c t or:
C o ol er 1 C orr e c t e d T e m p:C omm e n t s:
C ust o m e r R e m arks / S p e ci a l C on diti o n s / P o s si b l e H a z a rd s: py pg of Ic e U s e d:S H O R T H O L D S P R E S E N T (<7 2 h o urs) : Y N N/AWet B lu e D ry N o n e
L a b T r a c kin g #:P a ckin g M a t e ri a l U s e d:
o CSamples r e c e iv e d vi a :
F E D E X U P S C li e n t C o uri e r P a c e C o uri e r o CRadchem s a mp l e(s) s cr e e n e d (<5 0 0 c pm): Y N N A
D a t e V im e :"S ?^^^R e li n quis h e d b y/C o mp a ny: (S i g n a ture )R e^J e iy e d b y/C g mp yi y: (S i g n a ture )
R e c e iv e d ^C o m p a n y^rg n a t ur e )
i U
M T J L L A B U S E O N L Y
T a ble #:
R dii^u i s h e d ^C o m p a n y: (S i g n a ture )D a t e/T irrydf Trip B l a n k R e c eiv e d: Y N N A
H C L M e O H T S P O th er
D a t e /T i m e :A cct n u m:
T e mpl a t e :
P r e l o gin:
N o n C o nform a nc e(s): I P a e e : ^
Y E S / N O o f:
R e c e iv e d b y/C om p a ny : (S ig n a t ure )D a t e /T im e :P M:R e li n quis h e d b y/C o m^n y : (S ign a tur e )D a t e /T i m e :
P B :
LAB USE ONLY- Affix Workorder/Login Label Here or List Pace Workorder Number or
MTJL Log-in Number HereAnalytical
CHAIN-OF-CUSTODY Analytical Request Document
mowledgment and acceptance of the Pace Terms andSubmitting a sample via this chain of custody constitutes
Conditions found at; https;//info.pacelabs.com/hubfs/pas-standard-terms.pdf
Chain-of-Custody is a LEGAL DOCUMENT - Complete all relevant fields
Billing Information: on file ALL BOLD OUTLINED AREAS are for LAB USE ONLYCompany: Anfield Resources
Address:
iLab Project Manager:Container Preservative Type
2 1 1 U
Email To: WrightEnv@)gmail.comReport To: Toby Wright; 227 Jefferson St; Ft. Collins, Co
80524 Preservative Types: (1) nitric acid, (2) sulfuric add, (3) hydrochloric acid, (4) sodium hydroxide, (5) zinc acetate,
(6) methanol, (7) sodium bisulfate, (8) sodium thiosulfate, (9) hexane, (A) ascorbic acid, (B) ammonium sulfate,
(C) ammonium hydroxide, (D)TSP, (LI) Unpreserved, (O) OtherSite Collection Info/Address: Shootaring Canyon Mill, UtahCopy To: [e-mail] [e-mail]
[e-mail]
Lab Profile/Line:Analyses
Customer Project Name/Number: Shootaring Canyon Mill State:Ut County/City: Garfield/Ticaboo Time Zone
Collected:Mountain Standard
Lab Sample Receipt Checklist;
Custody Seals Present/Intact Y N NA
Custody Signatures Present
Collector Signature Present
Bottles Intact
Correct Bottles
Sufficient Volume
Samples Received on Ice
VGA - Headspace Acceptable
DSDA Regulated Soils
Samples in Holding Time
Residual Chlorine Present
Cl Strips;
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Sample pH Acceptable
pH Strips;
Y N NA
Sulfide Present
Lead Acetate Strips;
Y N NA
O
Z)COCompliance Monitoring?Site/Facility ID#:Phone: [phone]
Email: [e-mail]
05 o
[ ]No TOYes OSI+Q.D)Collected By (print): L Morrill Purchase Order#:
Quote #:
DW PWS ID #:
DW Location Code:
CM<X ooU)43
2Immediately Packed on Ice:
[ ]NoYes
Collected By (signature):Turnaround Date Required:XQ.19
V3CO o o(T3 c
R ush : (E x p e dit e C h a rg e s A p ply)
[ 1 S a m e D a y [ ] N e xt D a y
[ ]2 D a y [ ]3 D a y
[ ]4 D a y [ ]5 D a y
F i e ld F ilt e re d (if a p plic a bl e ):
[ ]N oJ/l Y e s
<DSample D is po s a l:
[ ] Dispos e a s a p pro pri a t e
[ ] R e t urn
[ ] A rc hiv e :
t ]H o ld:
19 O3CDooC^4oCMCCOOQ.+0 C L)yAnalysis:oTODc(O o N if)C l.* M a tri x C o d e s (Ins e rt in M a trix b ox b e l o w): D rin kin g W a t er (D W), G round W a t er (G W), W a s t e w a t er (W W ),
Pro du c t (P), S oil/S olid (S L), O il (O L), W i p e (W P ), A ir (A R ), T is s u e (T S), B io a ss a y (B ), V a p or (V ), O th er (O T )
c(U O )<<0o.O(0>L A B U S E O N L Y :
L a b S a m pl e # / C o mm e n t s:C O# ofComp/C oll e ct e d (or
C om p o sit e S t a rt)
R e s <D03OJOComposite E n d C OCDEMatrix *C l C tn sCustomer S a m ple ID G r a b C OfDEQ03cDateTimeDateTimeou<
^o o *?gr a b P XRM-2 0 G W 2
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XP X1
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P 1 X
P X1 X
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S e e W a d e f o r P 1 X
t h i s s a m p l e C ^c t t n e . C t p P X X1
L A B S a m pl e T e m p e ra tur e Info:
T e mp B l a n k R e c e iv e d: Y N N A
T h e rm I D #;
C oo l e r 1 T e m p U p on R e c e i p t: o C
C o ol er 1 T h e rm C orr. F a c t or: o C
C o ol er 1 C orr e ct e d T e mp:
C om m e nts:
o C
C ust o m e r R e m arks / S p e ci a l C o ndition s / P oss ibl e H a z a rd s:S H O R T H O L D S P R E S E N T (<7 2 h o urs) : Y N N /AType o f Ic e U s e d:W e t B lu e D ry N o n e
L a b Tra cking #:P a ckin g M a t e ri a l U s e d:
S a mpl e s r e c e iv e d vi a :
F E D E X U P S C li e n t C o uri e r P a c e C ouri e rRadchem s a m pl e (s) s cr e e n e d (<S O O cp m): Y N N A
D a t e /T im e^a O «^D a t e /T '^e :M T J L L A B U S E O N L YRelinquished b y/C om p a ny : (S ign a tur e )
L M f o r n l//J ^r 3 M A f J
’/C o m Mny: (S ign a tur e )R e linquish
ly/C o mp a n yM S ig n a t ur e )R e c e i
(S i g iJitur e ) ^
T a bl e it:
W c e i v e d b y/^m p a n y:Trip B l a nk R e c eiv e d: Y N N A
H C L M e O H T S P O t h e r
A cct n u m:
T e m pl a t e :
P r e log in:
D a t e A i m e :D a t e A im e f
2 5 T 'Z B
N o n C o n form a nc e (s):
Y E S / N O
D a t e /T i m e :P a g e :R e c e iv e d b y/C om p a ny : (S ign a tur e )P M:R e lin q uis h e d b y/C ora p a n y: (S ign a tur e )D a t e A im e :
o f:P B :
DC#_Title: ENV-FRM-SHRT-0033 v02_Condition Upon Receipt Form Terra Lab
Effective Date: 4/24/2023
Survey Meter # Model 2241-2; SN 182119
pH strip lot # HC210330
Thermometer SN# 221511272
a hS/MfOCondition Upon Receipt (Attach to COC) Of
Sample Receipt
1 Number of ice chests/packages received:
Note as “OTC" if samples are received over the counter, unpackaged
2 Temperature of cooler/samples, (if more than 8 coolers, obtain an additional CUR form.)
Temps Observed (°C): fQ^O
Temps Corrected (°C): p.o
Acceptable is: Q.V to 10°C for Bacteria; and 0.1 6.°C most other water parameters. Samples may not have had adequate time to cool
following collection. Indicate ROI (Received on Ice) for iced ^mples received on the same day as sampled, in addition to temperature at receipt.
y ROI?No’e;
0.0
o o
Client contact for temperatures outside method criteria must be documented below.
3 Emission rate of samples for radiochemical analyses < 0.5mR/hr?
4 COC Number (If applicable):
5 Do the number of bottles agree with the COC?
6 Were the samples received intact? (no broken bottles, leaks, etc.)
7 Were the sample custody seals intact?
8 Is the COC properly completed, legible, and signed?
Sample Verification. Labeling & Distribution
1 Were all requested analyses understood and appropriate?
2 Did the bottle labels correspond with the COC information?
3 Samples collected in method-prescribed containers?
4 Sample Preservation:
pH at Receipt:
Total Metals
Final pH (if added in lab):
Total Metals
Preserva
N/ANoTe;
No N/A
No N/A
Yes No
No
No
No
No
tive/Lot#
HNO3
Filtered and preserved in metals
H2SO4
NaOH
Date/Time Added:
^ f Diss Metals Filtered and preserved in metalsDiss Metals _
Nutrient _
Cyanide _
Sulfide
Phenol _
SDWA Rads
5 VOA vials have <6mm headspace?
6 Were all analyses within holding time at the time of receipt?
7 Have rush or project due dates been checked and accepted?
8 Do samples require subcontracted analyses?
If "Yes", which type of subcontracting is required?
Sample Receipt, Verification, Login, Labeling & Distribution completed by (initials):
Nutrient
Cyanide
Sulfide
Phenol
ZnAcet
H2SO4
HNOj,SDWA Rads
Yes
Yes
Yes
General Custo
No
No
No
CS9
mer-Specified Certified
Set ID:
Discrepancy Documentation (use back of sheet for notes on discrepancies)
Any items listed above with a response of "No" or do not meet specifications must be resolved.
Person Contacted:Method of Contact: Phone:
Initiated By^^
Problem:
Date/Time:Email:
Resolution:
Qualtrax ID: 70962 Pace® Analytical Services, LLC Page 1 of 1
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Shootaring Canyon Mill
SHOOTARING CANYON MILL GROUNDWATER MONITORING PROGRAM
QAP FIELD SAMPLING CHECKLIST
Sample Collection Date: 4/22/2023 and 4/24/2023
Reviewer\Date: April Lafferty 05/31/2023
RM-100
Field Sampling YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO
Meter function check OK & Recorded?ü ü ü ü ü ü ü ü ü ü
Water level recorded to 0.01 feet?ü ü ü ü ü ü ü ü ü ü
Well casing volume correctly calculated?ü ü ü ü ü ü ü ü ü ü
Pumping rate determined and recorded?ü ü ü ü ü ü ü ü ü ü
Field Parameter Stabilization
Minimum interval achieved?ü ü ü ü ü ü ü ü ü ü
3 readings with pH ± 0.2 s.u.; Conductivity ± 10% ?ü ü ü ü ü ü ü ü ü ü
Sufficient minimum well volume pumped?ü ü ü ü ü ü ü ü ü ü
Sample bottles & preservatives correct and recorded?ü ü ü ü ü ü ü ü ü ü
COMMENTS
RM-1 Blind Field Dup as RM100
RM-2R
RM-7
RM-8
RM-12 well was sampled when approximately one gallon is left to ensure a sample is collected before the water level reaches the pump
RM-14
RM-18
RM-19
RM-20
DUP Blind Field Dup of RM1
Tails
Blind DupBlind DupRM-12 RM-14 RM-18 RM-19 Tails SumpRM-1 RM-2R RM-7 RM-8 RM-20
Shootaring Canyon Mill
SHOOTARING CANYON MILL GROUNDWATER MONITORING PROGRAM
QAP DATA COMPLETENESS & DATA PACKAGE QA/QC CHECKLIST
Sample Collection Date: 4/22/2023 and 4/24/2023 Report Date\Work Order No.: S2304349
Reviewer\Date: April Lafferty 05/31/2023
Data Completeness YES NO YES NO
Lab certification still current?ü Is Lab QA\QC summary report present?ü
Is receipt temperature, between 0.1 and 6 degrees C?ü Do all samples sent have reported analyses (QAP Table 3)?ü
Chain of Custody complete and intact as per approved QAP?ü Were all analytes requested reported (QAP Table 3)?ü
Received w/ custody seals intact?ü Are all field forms present from field site?ü
RM-100
Data Package QA\QC YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO
Are all reporting limits ≤ QAP Table 3?ü ü ü ü ü ü ü ü ü ü
Are all methods as per QAP Table 3?ü ü ü ü ü ü ü ü ü ü
Are dates of all analysis within holding times?ü ü ü ü ü ü ü ü ü ü
COMMENTS
RM-1
Duplicated as RM-100
RM-2R
RM-7
RM-8
RM-12
RM-14
RM-18
RM-19
RM-20
DUP
(RM-100); duplicate of RM1
Tails Sump
YES NO Notes
Are Method Blanks < Lab Reporting Limits? ü
Are Lab Control Sample (LCS) %Rec within range? ü
Are MS & MSD %Rec within range?ü
Are MS\MSD RPD within range? ü
Are Blind Field Duplicate RPD's acceptable for all analytes?ü
RM-1 RM-2R RM-7 RM-8 RM-12 RM-14 RM-18 RM-19 RM-20 Tails Sump Blind Dup
rAnalytical
CHAIN-OF-CUSTODY Analytical Request Document LAB USE ONLY- Affix Workorder/Login Label Here or List Pace Workorder Number or
MTJL Log-in Number HereSubmitting a sample via this chain of custody constitutes acknowledgment and acceptance of the Pace Terms and
Conditions found at: https://inf0.pacelab5.com/hubfs/pas-standard-terms.pdf
Chain-of-Custody Is a LEGAL DOCUMENT - Complete all relevant fields
Company: Anfield Resources Billing Information: on file ALL BOLD OUTLINED AREAS are for LAB USE ONLY
Address:^ If IContainer Preservative Type a b P roj e ct M a n a g e r:
R e p ort T o: T ob y Wright; 2 2 7 J e ff ers o n S t; F t. C ollin s , C o
8 0 5 2 4
2 1 1Email T o: Wri g ht E n v @ g m a ii.co m **Pre s erv a tiv e T yp e s: (1) nitric a cid , (2) su lfuric a cid, (3) h y dro c hloric a cid, (4) s odiu m hy droxid e , (5) z in c a c e t a t e ,
(6) m e th a n ol, (7) sodiu m bisulf a t e , (8) s o dium t hio su lf a t e , (9) h e x a n e , (A ) a sc orbic a cid , (B) a m mo n i u m sulf a te ,
(C ) a m m on ium h y droxid e , (D) T S P, (U ) U npre s e rv e d, (0) O th er
C opy T o: l a m i y a morrill @ y a h oo .com s a g a rli n g @ rd e inc .c o m
a pril @ t wrig ht.co m
S it e C oll e ctio n In fo/A d dr e ss : S ho o t a ri n g C a nyo n Mill, U t a h
A n a lys e s U b Profil e/Lin e :C u s tom e r Proj e c t N a m e /N u mb e r: S ho ot arin g C a nyo n Mill S t a t e :U t C ou nt y/C ity : G a rfi e ld/T ic a b o o T i m e Z o n e
C oll e ct e d:M o un t a i n S t a n d a rd O L a b S a m pl e R e c e i p t C h e c k li s t:
C u sto d y S e a ls P r e s e n t/Int a c t Y N N A
C us t od y S i gn a t ur e s Pr e s e n t
C o ll e ct or S ig n a t ur e P r e s e n t Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
B o ttl e s In t a ct
C orr e ct B ot tl e s
S u ffic i e n t V o lu m e
S a m pl e s R e c e i v e d o n Ic e
V O A - H e a d sp a c e A c c e pt a b l e
U S D A R e g ul a t e d S o il s
S a m p l e s in H oldi n g T i m e
R e sid u a l C h l ori n e P re s e n t
P hon e : 435-6 3 3-3035
E m a il: l a miy a morrilt @ y a h oo.c om
S it e /F a c lllty ID #:C o m p li a n c e M o nit orin g ?
[ 1 Y e s [ ] N o
3 C Oo>O5o-I-C oll e c t e d B y (print): L M orrill P urch a s e O rd er #:
Q u ot e ff:
D W P W S I D #:
D W Loc a tion C o d e :
Q .O )C Mo
C l S tri p s:
S a mp l e p H A c c e pt a bl e
p H S trip s: S u lfi d e P r e s e nt
L e a d A c e t a t e S trip s :
X <oCollected B y (sign a tur e ):S iTurnaround D a t e R e quir e d:Im m e di a t e ly P a ck e d on Ic e :
[ l Y e s [ ]N o
XIDo.u .oV,T 3V,
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( ) D is pos e a s a p propri a t e
( ) R e t urn
I ] A rchi v e ;
( j H old:
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[ 1 S a m e D a y [ ] N e xt D a y
[ )2 D a y [ ]3 D a y
[ ]4 D a y [ )5 D a y
cField F ilt e re d (if a p p lic a b l e ):
[ ]Y e s [ ]N o
0)1 5 oC±
3 C D ooCMoiCMchdJ
u .(0CLoa:Y N N AAnalysis:u M-oT3C Y N N AoNCO M a tri x C o d e s (Ins e rt In M a trix bo x b e l ow): D ri nkin g W a t er (D W), G round W a t e r (G W ), W a st e w a t er (W W ),
Prod uc t (P), S oil/S olld (S L), O il (O L , W ip e (W P), A ir (A R ), T issu e (T S), B lo a ss a y (B ), V a por (V ), O t h er (O T )
.tdaC (C(b O L A B U S E O N L Y ;
L a b S a m ple it / C o mm e n t s:C o m p/C oll e c t e d (or
C omposit e S t a rt)
R e s (fo f O(l >o (CComposite E n dCustomer S a mp l e ID c C OMatrix *C DGrabEClCtns C OeQ(bDateTime(/><D a t e T i m e ou <R M -l gr a bGW P 2 X
P 1 X
P 1 X X
R M-2 R gr a bGW P 2 X —
P 1 X
P 1 X XRM-7 gr a bGW P 2 X
P 1 X
P 1 X X
C ust o m e r R e m arks / S p e cia l C on ditio ns / P o s si b l e H a z ard s;T yp e of Ic e U s e d:L A B S a mpl e T e m p e ra tur e Info :
T e mp B l a n k R e c:e i v e d: Y N N A
T h e rm I D #:
C o ol e r 1 T e mp U p on R e c e ipt: o C
C o ol e r 1 T h e rm C orr. F a c t or: o C
C o o l e r 1 C orre c t e d T e m p:
C orm n e nts:
o C
W e t B lu e D ry N on e S H O R T H O L D S P R E S E N T (<7 2 h ours) : Y N N/A
P a ck ing M a t eri a l U s e d:L a b Tr a c kin g #:
^d c h e m s a m p l e (s^cr e e n^(<5 0 0 c p^ Q S a m pl e s r e c e iv e d vi a:
F E D E X U P S C li e nt C o uri e r P a c e C o uri e rN N A
R e li n q uis h e d b y/c :om p a n y: (S ign a tur e )
R e li n q uis h e d b y/C o mp a ny: (S ign a tur e )
D a t e /T im e :
D a t e /T i m e ;
R e c e iv e d b y/C om p a ny : f S ign a t ujj e )D a t e /T im e :
D a t e /T im e ;
M T JL L A B U S E O N L Y
T a bl e It:
A cct n u m:T ri p B la nk R e c e i v e d:
H C L M e O H T S P O t h er
N A
R e lin quis h e d b y/C o mp a ny: (S ign a tur e ) ^
^//7 /'A T T e m p l a t e ;' P r e log in:
P M:
d 7
D a t e /T i m e :N on C o nf orm a n c e(s); P a g e : I
Y E S / N O of: ^
R e c e iv e d b y/C o m p a ny : (S ign a tur e )D a t e /T im e :
P B :
CHAIN-OF-CUSTODY Analytical Request Document LAB USE ONLY- Affix Workorder/Login Label Here or List Pace Workorder Number or
MTJL Log-in Number HereceAnalyticalSubmitting a sample via this chain of custody consUtutes acknowledgment and acceptance of the Pace Terms and
Conditions found at: https://lnfo.pacelabs.com/hubfs/pas-standard-terms.pdf
Chain-of-CustodYlsalEGAL DOCUMENT - Complete all relevant fields
Company: Anfleld Resources Billing Information: on file ALL BOLD OUTLINED AREAS are for LAB USE ONLY
Address:
Container Preservative Type a*iLab Project Manager:
2 1 1 UReport To: Toby Wright; 227 Jefferson St; Ft. Collins, Co
80524
Email To; [e-mail]
●● Preservative Types: (1) nitric acid, (2) sulfuric acid, (3) hydrochloric add, (4) sodium hydroxide, (5) zinc acetate,
(6) methanol, (7) sodium bisulfate, (8) sodium thiosulfate, (9) hexane, (A) ascorbic add, (B) ammonium sulfate,
(C| ammonium hydroxide, (D| TSP, (U) Unpreserved, (0) Other
Copy To: [e-mail] [e-mail]
[e-mail]
Site Collection Info/Address: Shootaring Canyon Mill, Utah
Analyses Lab Profile/Line:Customer Project Name/Number: Shootaring Canyon Mill State:Ut County/City: Garfield/ Ticaboo Time Zone
Collected:Mountaln Standard O Lab Sample Receipt Checklist:
Custody Seals Present/Intact Y N NA
Custody Signatures Present
Collector Signature Present Y N NA
Bottles Intact
Correct Bottles
Sufficient Volume
Samples Received on Ice
VGA - Headspace Acceptable
USDA Regulated Soils
Samples in Holding Time
Residual Chlorine Present
Cl Strips:
Y N NA
y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Sample pH Acceptable
pH Strips:
Y N NA
Sulfide Present
Lead Acetate Strips:
Y N NA
Phone; 435-633-3035
Email: [e-mail]
Site/Facility ID#:=)COCompliance Monitoring?
[ ) Yes [ ] No
O)OtoOI-C o ll e ct e d B y (print): L M orrill cnPurchase O rd e r #;
Q u ot e #:
Q .D W P W S I D #:
D W L o c a tio n C od e :
C MX<Oo<njaCollected B y (sign a t ure );T urn a rou n d D a t e R e quir e d:Im m e di a t e ly P a ck e d on Ic e:
[ ]Y e s [ ]N o
iD <02 X0.
IS C D T 3mSample D isp os a l;
( ) D ispo s e a s a p pro pri a t e
1 1 R e t urn
[ 1 Arch iv e:
I IH old:
R u s h: (E x p e dit e C h arg e s A pply)
( 1 S a m e D a y [ ] N e xt D a y
[ ]2 D a y [ ] 3 D a y
[ ]4 D a y[ ]5 D a y
cField F ilt er e d (if a p plic a bl e ):
[ l Y e s [ I N o
(p o3COOOCMo
Q .+o D £mIAnalysis:U sacrooN(O* M a trix C od e s (In s ert in M a trix b ox b e low): D ri nkin g W a t e r (D W), G round W a t er (G W), W a st e w a t er (W W ),
Pro du c t (P ), S oil/S olid (S L), O il (O L), W i p e (W P), A ir (A R ), T i s su e (T S), B lo a ss a y (B), V a p or (V), O th er (O T )
a .C0)O )<(UQ.(0 o>*L A B U S E O N L Y :
L a b S a m pl e # / C o mm e n t s;CComp/C oll e c t e d (or
C o m p o s it e S t a rt)
#o fRes OI0)C O(DOComposite E n dCustomer S a mpl e I D M a tri x C QGrabEClCtns C OE<QmcDateTime(/)D a t e T im e Qu <z h-
R M -8 gr a bGW P 2 X ^o o'y
P 1 X
P X1 X
R M-1 2 gr a bGW P 2 X
P 1 X
P X1 X
R I V N r^A T \G W ^, gr a bZ 2 X
XS7
C u sto m e r R e m arks / S p e ci a l C on diti o n s / P o s sibl e H a z ard s: T yp e of Ic e U s e d:L A B S a mpl e T e mp er a t ur e Info ;
T e mp B l a n k R e c e iv e d: Y
T h e rm ID fl:
C o ol er 1 T e mp U p o n R e c e i p t:
C oo l e r 1 T h e rm C orr. F a c tor:
C o ol er 1 C orr e c t e d T e m p:
N
C o m m e n t s:
W e t B lu e D ry N o n e S H O R T H O L D S P R E S E N T (<7 2 h ours): Y N N /A N APacking M a t e ri a l U s e d:L a b Tr a c k i n g #;
o C
o CSamples r e c e iv e d vi a :
F E D E X U P S C li e nt C o uri e r P a c e C o uri e rRadchem s a mpl e (s) s cre e n e d (<5 0 0 c p m): Y N N A o C
R e lin quis h e d by/C oro p a n y: (S i g n a ture ) ,t M a y-n 7 /7'D a t e /T im e :R e c e iv e d b y/C o mp a ny: (S lgn^ur e )D a t e/T im e :
//c ^
M T J L L A B U S E O N L Y
K 'Z O F a bl e #:
R erinquish e d b y/C o mp a ny: (S i g n a ture )D a t e /T im e :R e c e iv e d ^/C o m p a if y : (S ig n a tu
f U t
D a t e /T im e ;Trip B l a n k R e c e iv e d; Y N N A
H C L M e O H T S P O th er
A c c tn u m:
T e mpl a t e :
P r e log in:
P M:
5/:-—'I W ^a if\K A .^R e li n qu i s h e d b y/(»mp a n y: (S ig n a t ur e )^
hZ TDate/rtm e :R e c e iv e d b y/C om p a ny : (S i g n a ture )D a t e /T i m e :N o n C o nf orm a n c e(s): P a g e :
Y E S / N O of:P B:
CHAIN-OF-CUSTODY Analytical Request Document LAB USE ONLY- Affix Workorder/Login Label Here or List Pace Workorder Number or
MTJL Log-in Number HereceAnalyticalSubmitting a sample via this chain of custody constitutes acknowledgment and acceptance of the Pace Terms and
Conditions found at: https://lnfo.pacelabs.com/hubfs/pas-standard-terms.pdf
Chain-of-Custody is a LEGAL DOCUMENT - Complete all relevant fields
/
Company: Anfleld Resources Billing Information: on file ALL BOLD OUTLINED AREAS are for LAB USE ONLY
Address:
Container Preservative Type iLab Project Manager:
Report To: Toby Wright; 227 Jefferson St; Ft. Collins, Co
80524
2 1 1 UEmail To: [e-mail]
Preservative Types: (1) nitric add, (2) sulfuric acid, (3) hydrochloric acid, (4) sodium hydroxide, (5) zinc acetate,
(6) methanol, (7) sodium bisulfate, (8) sodium thiosulfate, (9) hexane, (A) ascorbic acid, (B) ammonium sulfate,
(C) ammonium hydroxide, (D)TSP, (U) Unpreserved, (O) Other
Copy To: [e-mail] [e-mail]
[e-mail]
Site Collection Info/Address: Shootaring Canyon Mill, Utah
Analyses Lab Proflle/Llne:Customer Project Name/Number: Shootaring Canyon Mill State:Ut County/City: Garfield/ Ticaboo Time Zone
Collected:Mountaln Standard O Lab Sample Receipt Checklist:
Custody Seals Present/Intact Y N NA
Custody Signatures Present
Collector Signature Present Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Bottles Intact
Correct Bottles
Sufficient Volume
Samples Received on Ice
VOA - Headspace Acceptable
USDA Regulated Soils
Samples in Holding Time
Residual Chlorine Present
2
Phone: [phone]
Email: [e-mail]
Site/Facility ID #:COCompliance Monitoring?
[ 1 Yes [ 1 No
o>O(D O
Collected By (print): L Morrill +Purchase Order #:
Quote #:
DWPWSID#:
DW Location Code:
Q.(3»CNo
Cl Strips:
Sample pH Acceptable
pH Strips:
Sulfide Present
Lead Acetate Strips:
<I
otoCollected By (signature):-QTurnaround Date Required:Immediately Packed on Ice:
[ ]Yes [ ]No
IP to XD.eo T3Vi
Sample Disposal:
( ] Dispose as appropriate
( 1 Return
[ (Archive:
[ IHold:
re
Rush: (Expedite Charges Apply)
[ ] Same Day ( ] Next Day
[ ]2 Day ( 13 Day
[ ]4 Day [ ]5 Day
cField Filtered (If applicable):
( ]Yes I ]N0
0}tp o3to
CM OOo
CMc LL.(0Q.-I-o Y N NADCtpAnalysis:o sT
S O OTPCra Y N N Ao* M a tri x C o d e s (Ins ert In M a trix b ox b e lo w): D ri nkin g W a t er (D W ), G round W a t e r (G W), W a st e w a t er (W W ),
Prod uc t (P), S o ll/S o lld (S L), O il (O L), W ip e (W P), A ir (A R ), T is s u e (T S), B io a ss a y (B), V a p or (V ), O t h er (O T)
N WCLc01mtoO L A B U S E O N L Y :
L a b S a m pl e II / C o mm e nts:C o m p/C oll e ct e d (or
C om p o sit e S t a rt)
R e s f/o f O<uo>O (0Composite E ndCustomer S a m ple I D c C DMatrix *G r a b C QEClCtns t oreE<QcDateTimeDateTime(0<ou Z
R M-1 4 gr a bGW 2 ’^)P 2 X
p 1 X
p 1 X X
R M-1 8 gr a bGW P 2 X
P 1 X
P 1 X X
R M-1 9 gr a bGW P 2 X£2 .
P 1 X
P 1 X X
C u sto m er R e m arks / S p e cia l C on diti o ns / P o s si b l e H a z ard s: p yp g o f ic e U s e d:W e t B lu e Dry N on e L A B S a mpl e T e mp e r a ture Info :
T e mp B l a n k R e c e i v e d: Y N N A
T h erm I D #:
C o ol e r 1 T e m p U p o n R e c e ip t: o C
C o ol e r 1 T h e rm C orr. F a ctor: o C
C o ol e r 1 C orr e ct e d T e mp:
C o m m e nts:
o c
S H O R T H O L D S P R E S E N T (<7 2 hours): Y N N /A
P a ckin g M a t e ri a l U s e d:L a b T r a c ki ng #:
S a mpl e s r e c e iv e d vi a :
F E D E X U P S C li e nt C o uri e r P a c e C o uri e rRadchem s a m pl e (s) s cre e n e d (<500 c pm): Y N N A
R e lin quis h e d b y/C om p a ny : (S i gn a tur e )- ^
R e linq u i sh e d b y/C o mp a ny: (S ig n a t ure )
R e linq u i sh e d b y/C o m pIa n y: (S ign a tur e )
D a t e A im e :R e c e iv e d by/C o mp a nyi (S i g n or e ),i / z o /A i D a t e /T im e :M T JL L A B U S E O N L Y
T a bl e #:
D a t e /T i m e :R e c e iv e d b y/C o mp a ny: (S ign a tur e ) _
D a t e /T i m e : (R e c e i v e d b y/C o mp a ny: (S ign a tur e )
D a t e A im e :A cct n u m:
T e m p l a t e :
P r e log in:
P M:
Trip B l a nk R e c e i v e d: Y N N A
H C L M e O H T S P O t h e ry/l i/i y //j'^
N o n C onform a nc e (s): P a g e: ^
Y E S / N O o f: ^
D a t e /T im e :
P B :
LAB USE ONLY- Affix Workorder/Login Label Here or List Pace Workorder Number or
MTJL Log-in Number HereCHAIN-OF-CUSTODY Analytical Request Document
eAnalytical Submitting a sample via this chain of custody constitutes acknowledgment and acceptance of the Pace Terms and
Conditions found at: https://info,pacelabs.com/hubfs/pas-standard-terms.pdf
Chain-of-Custody is a LEGAL DOCUMENT ~ Complete all relevant fields
ALL BOLD OUTLINED AREAS are for LAB USE ONLYBilling Information: on fileCompany: Anfield Resources
Address:iLab Project Manager:Container Preservative Type
2 1 1 U
Email To: WrightEnv@gmai|.comReport To: Toby Wright; 227 Jefferson St; Ft. Collins, Co
80524 Preservative Types: (1) nitric acid, (2) sulfuric acid, (3) hydrochloric add, (4) sodium hydroxide, (5) line acetate,
(6) methanol, (7) sodium bisulfate, (8) sodium thiosulfate, (9) hexane, (A) ascorbic acid, (B) ammonium sulfate,
(C) ammonium hydroxide, (D)TSP, (U) Unpreserved, (0) Other
**
Site Collection Info/Address: Shootaring Canyon Mill, UtahCopy To: [e-mail] [e-mail]
[e-mail] Lab Profile/Llne:Analyses
State:Ut County/City: Garfield/ Ticaboo Time Zone
Collected:Mountain Standard
Customer Project Name/Number: Shootaring Canyon Mill Lab Sample Receipt Checklist:
Custody Seals Present/Intact Y N NR
Custody Signatures Present
Collector Signature Present V K NR
y N NR
y N NR
y N NR
Y N NR
y N NR
Y N NR
Y N NR
Y N NR
Y N NR
Bottles Intact
Correct Bottles
Sufficient Volume
Samples Received on Ice
VOR - Headspace Rcceptable
USDR Regulated Soils
Samples in Holding Time
Residual Chlorine Present
O
CO3Compliance Monitoring?
I ] Yes I INo
Site/Facillty ID #:Phone: [phone]
Email: [e-mail]
O)OCDO
Cl Strips;
Sample pH Rcceptable
pH Strips;
Sulfide Present
Lead Acetate Strips:
SIQ -F.o>Collected By (print): L Morrill Purchase Order It:
Quote #:
DW PWS ID #:
DW Location Code:
(MoI<o%9
S3
Immediately Packed on Ice:
1 lYes [ ]No
XCollected By (signature):Turnaround Date Required:O.ID
o obe:l/tCO cField F ilt e re d (if a p p lic a b l e ):
[ ]Y e s I ]N o
R u s h: (E x p e dit e C h arg e s A p ply)
( ] S a m e D a y [ ] N e xt D a y
[ 1 2 D a y [ ]3 D a y
( ]4 D a y [ ]5 D a y
S a m ple D is p os a l:
[ ] D is pos e a s a ppropri a t e
[ )R e turn
[ ) A rchi v e ;
( I H o ld:
ID Oto3oOoca.y N N R+o Q C9>IUAnalysis:so y N N RreONCOQ.* M a tri x C o d e s (Ins ert in M a tri x b o x b e low): D ri nkin g W a t er (D W), G ro u nd W a t er (G W), W a st e w a t er (W W ),
Prod uc t (P ), S oil/S olid (S L), O il (O L), W ip e (W P ), A ir (A R), T is s u e (T S ), B lo a ss a y (B), V a p or (V), O th er (O T )
cI Q ><C D it :(D o L A B U S E O N L Y ;
L a b S a m pl e # / C o mm e n t s:C O#ofComp/C oll e ct e d (or
C om p o sit e S t a rt)
R e s C Oo0)C om p o sit e E n d c C DEMatrix *C l C tn sCustomer S a m pl e ID G r a b C OEQCDTimeDateTimeDateouZ<I-
— C 3 0^p Xgrab2RM-2 0 G W
P X1
XP X1
0 /0grabPXRM-1 0 0 2GW
P 1 X
XP1 X
S e e W a d e f o r L a g g i n g
M S /M S D 9 ;g >2 p 3 XgrabGW
P X1
P X Xthis s a m p l e 1
i n .
L A B S a m p l e T e m p er a tur e Info :
T e mp B l a n k R e c e iv e d: Y
T h e rm I D #:
C o o l e r 1 T e m p U pon R e c e ip t: o C
N N R
C o o l e r 1 T h e rm C orr. F a c tor;
C o o l e r 1 C orr e c t e d T e mp;
C om m e nts:
S H O R T H O L D S P R E S E N T (<7 2 ho urs): Y N N /ACustomer R e m a rks / S p e ci a l C on ditio ns / P oss ibl e H a z ard s:T y p e of Ic e U s e d:W e t B l u e D ry N o n e
L a b T r a c kin g #:P a ckin g M a t e ri a l U s e d:
o C
S a m ple s r e c e i v e d vi a;
F E D E X U P S C li e nt C o uri e r P a c e C o uri e r
o CRadchem s a m pl e (s) scr e e n e d (<500 c p m): Y N N A
M T J L L A B U S E O N L YReceived b y/C o mp a ny: (S i g n a ture )
S /L C A Ii U /*J f
R e c e iv e d b y/C om p a ny : (S ign a tor e )
D a tRelinquished b y/C o m p a ti^ (S ign a tur e ) a
R dln q uis h e d b y/C o m p a n y; (S ig n a t ur e )
D a t e /T im e ;Im e:
T a bl e #:T f 5 2 ^
T rip B l a nk R e c e iv e d: Y N N A
H C L M e O H T S P O th e r
D a t e/ri m e :A c e t n um:
F e m p l a t e :
P r e log in:
P M:
D a t e A i m e :
D a t e /T im e :
y //?/^^ I i s r
N on C o n form a nc e (s):
Y E S / N O
P a g e :D a t e /T im e :R e c e iv e d b y/C o mp a ny; (S ign a tur e )R e lin q ui^e d b y/C cfm p a ny; (S ign a tur e )wof:
DC#_Title: ENV-FRM-SHRT-0033 v02_Condition Upon Receipt Form Terra Lab
Effective Date: 4/24/2023
Survey Meter # Model 2241-2; SN 182119
pH strip lot # HC312501
Thermometer SN# 27130475
Condition Upon Receipt (Attach to COO
Sample Receipt
1 Number of ice chests/packages received;
Note as "OTC" if samples are received over the counter, unpackaged
2 Temperature of cooler/samples, (if more than 8 coolers, obtain an additional CUR form.)
Temps Observed (°C):|
Temps Corrected (°C):
Acceptable is: 0.1° to 10°C for Bacteria: and 0.1° to 6°C for most other water parameters. Samples may not have had adequate time to cool
following collection. Indicate ROI (Received on Ice) for iced samples received on the same day as sampled, in addition to temperature at receipt.
7 ROI?No6!
7.0n3 4 >7
Client contact for temperatures outside method criteria must be documented below.
3 Emission rate of samples for radiochemical analyses < O.SmR/hr?
4 COC Number (If applicable):
5 Do the number of bottles agree with the COC?
6 Were the samples received intact? (no broken bottles, leaks, etc.)
1 Were the sampie custody seals intact?
8 Is the COC properly completed, legible, and signed?
Sample .VerificatiQn,.J.abeUnfl & Distribution
1 Were all requested analyses understood and appropriate?
2 Did the bottle labels correspond with the COC information?
3 Samples collected in method-prescribed containers?
4 Sample Preservation:
pH at Receipt:
No N/A
-lAlM
No N/A
N/A
No
No
No
No
No
Final pH (if added in lab):Preservative/Lot#Date/Ti
f //J- c7f
I-aVycy-
P‘1/
Total Metals
Diss Metals
HNO3
me Added:
Total Metals
( DIss Metals Filtered and preserved in metals
H2SO4
NaOH
Filtered and preserved in metals
Nutrient _
Cyanide _
Sulfide _
Phenol _
SDWA Rads
5 VOA vials have <6mm headspace?
6 Were ail analyses within holding time at the time of receipt?
7 Have rush or project due dates been checked and accepted?
8 Do samples require subcontracted analyses?
If "Yes", which type of subcontracting is required?
Sample Receipt, Verification, Login, Labeling & Distribution completed by (initials)-.
Nutrient
Cyanide
Sulfide
Phenol
ZnAcet
H2SO4
HNO3.SDWA Rads
Yes
Yes
Yes
General Custo
<2s>No
No
No
mer-Specified Certified
Df
Set ID:
Discrepancy Documentation (use back of sheet for notes on discrepancies)
Any items listed above with a response of "No" or do not meet specifications must be resolved.
Person Contacted:Method of Contact: Phone:
Initiated By^
Problem:
Date/Time:Email:
Resolution:
Qualtrax ID: 70962 Pace® Analytical Services, LLC Page 1 of 1
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Shootaring Canyon Mill
SHOOTARING CANYON MILL GROUNDWATER MONITORING PROGRAM
QAP FIELD SAMPLING CHECKLIST
Sample Collection Date: 7/14-15/2023
Reviewer\Date: April Lafferty 09/05/2023
RM-100
Field Sampling YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO
Meter function check OK & Recorded?ü ü ü ü ü ü ü ü ü ü
Water level recorded to 0.01 feet?ü ü ü ü ü ü ü ü ü ü
Well casing volume correctly calculated?ü ü ü ü ü ü ü ü ü ü
Pumping rate determined and recorded?ü ü ü ü ü ü ü ü ü ü
Field Parameter Stabilization
Minimum interval achieved?ü ü ü ü ü ü ü ü ü ü
3 readings with pH ± 0.2 s.u.; Conductivity ± 10% ?ü ü ü ü ü ü ü ü ü ü
Sufficient minimum well volume pumped?ü ü ü ü ü ü ü ü ü ü
Sample bottles & preservatives correct and recorded?ü ü ü ü ü ü ü ü ü ü
COMMENTS
RM-1 Blind Field Dup as RM100
RM-2R
RM-7
RM-8
RM-12 well was sampled when approximately one gallon is left to ensure a sample is collected before the water level reaches the pump
RM-14
RM-18
RM-19
RM-20
DUP Blind Field Dup of RM1
Tails
RM-1 RM-2R RM-7 RM-8 RM-20 Blind DupBlind DupRM-12 RM-14 RM-18 RM-19 Tails Sump
Shootaring Canyon Mill
SHOOTARING CANYON MILL GROUNDWATER MONITORING PROGRAM
QAP DATA COMPLETENESS & DATA PACKAGE QA/QC CHECKLIST
Sample Collection Date: 7/14-15/2023 Report Date\Work Order No.: S2307223
Reviewer\Date: April Lafferty 09/05/2023
Data Completeness YES NO YES NO
Lab certification still current?ü Is Lab QA\QC summary report present?ü
Is receipt temperature, between 0.1 and 6 degrees C?ü Do all samples sent have reported analyses (QAP Table 3)?ü
Chain of Custody complete and intact as per approved QAP?ü Were all analytes requested reported (QAP Table 3)?ü
Received w/ custody seals intact?ü Are all field forms present from field site?ü
RM-100
Data Package QA\QC YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO
Are all reporting limits ≤ QAP Table 3?ü ü ü ü ü ü ü ü ü ü
Are all methods as per QAP Table 3?ü ü ü ü ü ü ü ü ü ü
Are dates of all analysis within holding times?ü ü ü ü ü ü ü ü ü ü
COMMENTS
RM-1
Blind Field Dup as RM100
RM-2R
RM-7
RM-8
RM-12
RM-14
RM-18
RM-19
RM-20
DUP
(RM-100); duplicate of RM1
Tails Sump
YES NO Notes
Are Method Blanks < Lab Reporting Limits? ü
Are Lab Control Sample (LCS) %Rec within range? ü
Are MS & MSD %Rec within range?ü Nitrate + Nitrite Spike recovery outside laboratory limits
Are MS\MSD RPD within range? ü
Are Blind Field Duplicate RPD's acceptable for all analytes?ü
RM-1 RM-2R RM-7 RM-8 RM-12 RM-14 RM-18 RM-19 RM-20 Tails Sump Blind Dup
Shootaring Canyon Mill
GROUNDWATER FIELD BLIND DUPLICATE ANALYSIS (Q3 2023)
Sample Collection Date: 7/14-15/2023
Reviewer\Date: April Lafferty 09/05/2023
Report Date\Work Order No.: S2307223
Primary
Sample
Duplicate
Sample
RM1 RM100
Analyte Units CRL
Primary
Sample
Duplicate
Sample
RPD
(%)
Major Ions Carbonate as CaCO3 mg/L 2 6 6 NA
Bicarbonate as CaCO3 mg/L 2 157 158 1%
Calcium (Ca)mg/L 1 23 22 4%
Chloride (Cl)mg/L 1 6 6 0%
Fluoride (F)mg/L 0.1 0.3 0.3 0%
Magnesium (Mg)mg/L 1 24 24 0%
Nitrogen, Ammonia as N mg/L 0.1 0.1 <0.1 NA
Nitrogen, Nitrite + Nitrate as N mg/L 0.1 1.4 1.3 7%
Potassium (K)mg/L 1 3 3 0%
Sodium (Na)mg/L 1 21 21 0%
Sulfate (SO4)mg/L 1 16 16 0%
Physical Properties TDS mg/L 20 230 210 9%
Metals -Total Recoverable Arsenic (As)mg/L 0.003 <0.003 <0.003 NA
Barium (Ba)mg/L 0.1 0.1 0.1 0%
Cadmium (Cd)mg/L 0.001 <0.001 <0.001 NA
Chromium (Cr)mg/L 0.01 <0.01 <0.01 NA
Copper (Cu)mg/L 0.01 <0.01 <0.01 NA
Lead (Pb)mg/L 0.002 <0.002 <0.002 NA
Mercury (Hg)mg/L 0.0002 <0.0002 <0.0002 NA
Molybdenum (Mo)mg/L 0.005 <0.005 <0.005 NA
Selenium (Se)mg/L 0.005 <0.005 <0.005 NA
Silver (Ag)mg/L 0.005 <0.005 <0.005 NA
Uranium (U)mg/L 0.0003 0.0035 0.0035 0%
Zinc (Zn)mg/L 0.01 <0.01 <0.01 NA
Radionuclides Gross Alpha pCi/L 10 8.5
Gross Alpha minus Rn & U pCi/L 5.30 5.30
precision (±)pCi/L 1.2 0.9 0.00
Gross Alpha MDC pCi/L 3 2.0 2.0 RER
Radium-226 (Ra-226)pCi/L 0.6 0.4
precision (±)pCi/L 0.1 0.1 1.41
Radium-226 MDC pCi/L 0.2 0.2 0.2 RER
NA = Not Applicable
ND = Non-Detection at Reporting Limit or MDC
MDC = Lab reported Minimum Detectable Quantity
RER = Replicate Error Ratio = absolute value (original value - dup value)/sqrt[(orig sample error)^2 +(dup error)^2), should be <2
RPD = Relative Percent Difference = absolute value of (primary- duplicate)/((primary+duplicate)/2) <15% if greater than 3 times the MDL
CHAIN-OF-CUSTODY Analytical Request Document LAB USE ONLY- Affix Workorder/Login Label Here or List Pace Workorder Number or
MTJL Log-in Number HereceAnalyticalSubmitting a sample via this chain of custody constitutes acknowledgment and acceptance of the Pace Terms and
Conditions found at: https://lnfo.pacelabs.com/hubfs/pas-standard-terms.pdf
Chain-of-Custody Is a LEGAL DOCUMENT - Complete all relevant fields
Company: Anfleld Resources Billing Information: on file ALL BOLD OUTLINED AREAS are for LAB USE ONLY
Address:
Container Preservative Type iLab Project Manager:
Report To: Toby Wright; 227 Jefferson St; Ft. Collins, Co
80524
2 1 1 UEmaii To; [e-mail]
●● Preservative Types: (1) nitric add, (2) sulfuric add, (3) hydrochloric add, (4) sodium hydroxide, (5) zinc acetate,
(6) methanoi, (7) sodium bisulfate, (8) sodium thiosulfate, (9) hexane, (A) ascorbic acid, (B) ammonium suifate,
(C) ammonium hydroxide, (D) TSP, (U) Unpreserved, (0) Other
Copy To: [e-mail] [e-mail]
[e-mail]
Site Collection Info/Address: Shootaring Canyon Mill, Utah
Analyses Lab Proflle/Une;Customer Project Name/Number: Shootaring Canyon Mill State:Ut County/City; Garfield/Ticaboo Time2one
Collected:Mountaln Standard o Lab Sample Receipt Checklist:
Custody Seals Present/Intact Y N NA
Custody Signatures Present
Collector Signature Present Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Bottles Intact
Correct Bottles
Sufficient Volume
Samples Received on Ice
VOA - Headspace Acceptable
USDA Regulated Soils
Samples in Holding Time
Residual Chlorine Present
Phone: [phone]S
Email: [e-mail]
SIte/FacllltylD#:D COCompliance Monitoring?
[ ] Yes [ INo
O)O<0 O
Collected By (print): L Morrill -I-Purchase Order #:
Quote #:
DW PWS ID #:
DW Location Code:
Q.O)CMo
Cl Strips:
Sample pH Acceptable
pH Strips;
Sulfide Present
Lead Acetate Strips:
X <oCollected By (signature);43Turnaround Date Required:Immediately Packed on Ice:
[ ]Yes [ ]No
tp Xo.
0 T3roSample Disposal:
[ 1 Dispose as appropriate
( ) Return
[ I Archive:
IHold:
Rush: (Expedite Charges Apply)
[ ) Same Day [ ] Next Day
[ ]2 Day ( ]3 Day
[ ] 4 Day [ ]5 Day
cField Filtered (if applicable):
[ ]Yes [ ]No
tp o3CDCMoooCMC(DQ-F o Y N N Aa:<uAnalysis;U stsTJcro Y N N AoN M a trix C o d e s (Ins e rt In M a trix bo x b e lo w): D ri nkin g W a t er (D W), G round W a t e r (G W ), W a st e w a t er (W W ),
Prod uc t (P), S oil/S olid (S L), O il (O L), W ip e (W P ), A ir (A R ), T issu e (T S ), B io a ss a y (B ), V a por (V ), O t h er (O T )
<0.t;0 .c<u O )(Da.<(0 O>-t-L A B U S E O N L Y ;
L a b S a m pl e # / C o mm e n t s:C o m p/cCollected (or
C omposit e S t a rt)
#ofRes O0)(COJOComposite E n dCustomer S a m pl e ID c C OMatrix *C OGrabEClCtns C OreEQ<0DateTimeCODateTimeou<<
R M -1 G W gr a b P‘7 .V O 2 X
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T e mp B l a n k R e c e i v e d: Y N N A
T h e rm I D #:
C o ol er 1 T e mp U p on R e c e ip t: o C
C o ol e r 1 T h erm C orr. F a c tor: c C
C o ol e r 1 C orre c t e d T e mp:o C
C o mm e n t s: Q —p
W e t B lu e D ry N on e S H O R T H O L D S P R E S E N T (<7 2 h o urs) : Y N N/A
P a c ki n g M a t eri a l U s e d:L a b Tra cking #:
S a mpl e s r e c e iv e d vi a :
F E D E X U P S C li e nt C o uri e r P a c e C ouri e rRadchem s a m pl e (s) s cr e e n e d (<500 c pm):N N A
R e lin quis h e d b y/C om p a ny : (S ign a tur e )D a t e /T i m e :
D a t e A lm e :
R e cqhjg d b y/C o mp^n y : (S ign a tur e ) D a t e /T im e :
C omp a n y; (S t a t ur e ) D a t e A i m e :
JJLl
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M T JL L A B U S E O N L Y
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R e linq u i sh e d b y/C o m p a ny : (S ign a tur e )A cc tn u m:
T e mpl a t e :
P r e l o gin:
T ri p B l a n k R e c e iv e d: Y N N A
H C L M e O H T S P O th erA// (h 1 2 >Ii y
R e lin quis h e d ^/C o m p a n y: (S ign a tur e )D a t e A im e :R e c e iv e d b y/C o m p a ny : (S i g n a ture )D a t e A im e :P M:N on C o nf orm a n c e(s): P a g e :
Y E S / N O of:P B:
LAB USE ONLY- Affix Workorder/Login Label Here or List Pace Workorder Number or
MTJL Log-in Number Here
CHAIN-OF-CUSTODY Analytical Request Document
ceAnalytical Submitting a sample via this chain of custody constitutes acknowledgment and acceptance of the Pace Terms and
Conditions found at: https://info.pacelabs.com/hubfs/pas-standard-terms.pdf
Chain-of-Custody Is a LEGAL DOCUMENT - Complete all relevant fields
Company: Anfield Resources Billing Information: on file ALL BOLD OUTLINED AREAS are for LAB USE ONLY
Address:
Container Preservative Type a*iLab Project Manager:
2 1 1 UReport To: Toby Wright; 227 Jefferson St; Ft. Collins, Co
80524
Email To: [e-mail]
* Pre s e rv ativ e T y p e s: (1) nitric a cid, (2) su lfuric a cid, (3) h ydroch loric a cid , (4) sodiu m hydroxid e , (5) z inc a c et a te ,
(6) m e th a nol, (7) so diu m b is ulf a te , (8) sodium th iosulf a t e , (9) h e x a n e , (A ) a s corbic a cid , (B) a mmo nium s ulf at e ,
(C) a mmo nium h y dro x id e , (D| T S P, (U ) U n pr e s erv e d, (0) O th er
C opy T o: l a mly a m orrill @ y a ho o .c om s a g arlin g @ rd e in c.c om
a pril @ twri g h t .c o m
S it e C oll e ction Inf o/A ddr e s s : S ho ot arin g C a ny on Mill, U t a h
A n a lys e s L a b Profll e /Lln e :C u sto m e r P roj e ct N a m e /N u mb e r: S h oot a rin g C a ny on Mill S t a t e :U t C o un ty/C ity : G arfi e l d/ T ic a boo T im e Z o n e
C oll e ct e d:M o un t a i n S t a n d a rd O L a b S a m pl e R e c e i p t C h e c k lis t:
C us t od y S e a ls P r e s e n t/In t a c t Y N N A
C u sto d y S i gn a t ur e s P r e s e nt
C oll e c t or S i g n a ture P r e s e nt Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
Y N N A
B o ttl e s In t a ct
C orr e ct B ot tl e s
S u ffic i e n t V olum e
S a m p l e s R e c e iv e d o n Ic e
V O A - H e a d sp a c e A c c e p t a bl e
U S D A R e g u l a t e d S o il s
S a m p l e s in H ol din g T im e
R e sid u a l C h l ori n e P r e s e nt
P h o n e : 43 5-633-303 S
E m a il: l a m i y a morrill @ y a h oo .com
S it e /F a cility I D #:3 C OCompliance M o n itoring?
[ ] Y e s [ ] N o
O )OmO+C oll e ct e d B y (prin t): L Morrill P urch a s e O rd er #:
Q u ot e #:
C LDW P W S I D #:
D W Lo c a ti on C o d e :
O )C M
C l S tri p s:
S a mp l e p H A c c e p t a bl e
p H S trip s:
S u lfi d e P r e s e nt
L e a d A c e t a t e S tri p s:
<X ooCollected B y (sign a tur e ):T urn aro un d D a t e R e quir e d:Im m e di a t e ly P a c k e d o n Ic e:
[ l Y e s [ ]N o
S IQ.!!!ait:oSample D is po s a l:
I ] D is pos e a s a p pro pri a t e
[ 1 R e t urn
( 1 Arc hiv e :
I IH old:
CRush: (E x p e dit e C h arg e s A p ply)
[ ] S a m e D a y [ ] N e xt D a y
[ ]2 D a y [ 13 D a y
[ 1 4 D a y [ ] 5 D a y
F i e ld F ilt er e d (if a p p lic a b l e ):
[ l Y e s [ I N o
to o.-tt 3 to oo±ici II.(0a.Y N N AoccAnalysis:u 5<0 ao c Y N N AraN<0* M a tri x C od e s (Ins ert in M a tri x bo x b e low): Drin k i n g W a t er (D W), G ro u nd W a t e r (G W), W a s t e w a t er (W W ),
Pro du c t (P ), S o il/S o lid (S L),O il (O L), W ip e (W P), A ir (A R ), T issu e (T S), B io a ss a y (B), V a p or (V), O th er (O T )
o.Cs.o<(0 bti(0 O L A B U S E O N L Y :
L a b S a m pl e # / C o mm e n t s:CComp/C oll e ct e d (or
C omposit e S t a rt)
ORes#of (0OComposite E n d cCustomer S a m ple ID C OMatrix *EGrabClCtns WroE<Q01Cs<ADateTimeDateTime<2
R M-8 gr a bGW — O o VP2X
P 1 X
P 1 X X
R M-1 2 gr a bGW P 2 X
p 1 X
p X1 X
R M-1 2 A T -'S ^- o >XXIX
X X
C u sto m e r R e m a rks / S p e ci a l C on ditio ns / P o s si bl e H a z a rd s: fy p g o f Ic e U s e d:L A B S a m ple T e mp er a t ur e Info:
T e mp B l a n k R e c e i v e d: Y
T h e rm I D il:
C o ol er 1 T e mp U p on R e c e ip t: o C
N N A
C oo l e r 1 T h e rm C orr. F a c t or:
C o ol er 1 C orr e ct e d T e m p:
C o m m e nt s:
W e t B lu e D ry N on e S H O R T H O L D S P R E S E N T (<72 ho urs): Y N N/A
P a c ki n g M a t e ri a l U s e d:L a b Tr a c k i n g #:
o CSamples r e c e iv e d vi a :
F E D E X U P S C li e nt C ouri e r P a c e C o uri e r o CRadchem s a mpl e (s) s cr e e n e d (<5 0 0 c pm): Y N N A
lis h e d b y/C dm|t (S ig n a t ure )D a t e A iin e ;R e c e iv e d b y/C omp a n y:,j S lg n a tur e j
D a t e A im e :
Li
R e c e iv e d b y/C om p a ny : (S lg n a ^re )
t e /T Im e :
it e A l m e :
D a t M T JL L A B U S E O N L Y
F a bl e It:
R e lin quis h e d b y/C om p a ny : (S ig n a t ure )D a T rip B l a n k R e c eiv e d: Y N N A
H C L M e O H T S P O th e r
A c ctnum:
T e mpl a t e :
P r e log in:
n W 2-1 / &0 O
B e lli Is h e d b y/C omp a n y : (S ign a tur e )D a t e /fim e :R e c e iv e d b y/C om p a ny : (S i g n a ture )D a t e/T im e :N o n C o nf orm a n c e(s): P a g e:
Y E S / N O o f:
P M:
P B :
CHAIN-OF-CUSTODY Analytical Request Document LAB USE ONLY- Affix Workorder/Login Label Here or List Pace Workorder Number or
MTJL Log-in Number HereeAnalyticalSubmitting a sample via this chain of custody constitutes acknowledgment and acceptance of the Pace Terms and
Conditions found at: https://info.pacelabs.com/hubfs/pas-standard-terms,pdf
Chaln-of-Custody Is a LEGAL DOCUMENT - Complete all relevant fields
Company: Anfleld Resources Billing Information: on file ALL BOLD OUTLINED AREAS are for LAB USE ONLYAddress:
Container Preservative Type
1 I U I I I
iLab Project Manager:
Report To: Toby Wright; 227 Jefferson St; Ft. Collins, Co
80524
Copy To: [e-mail] [e-mail]
[e-mail]
2 1Email To: [e-mail]
** Preservative Types; (1) nitric add, (2) sulfuric acid, (3) hydrochloric acid, (4) sodium hydroxide, (5) zinc acetate,
(6) methanol, (7) sodium bisulfate, (8) sodium thiosulfate, (9) hexane, (A) ascorbic acid, (B) ammonium sulfate,
(C) ammonium hydroxide, (D)TSP, (U) Unpreserved, (O) Other
Site Collection Info/Address: Shootaring Canyon Mill, Utah
Analyses Lab Proflle/Llne:Customer Project Name/Number: Shootaring Canyon Mill State:Ut County/City: Garfield/ Ticaboo Time Zone
Collected.-Mountain Standard O Lab Sample Receipt Checklist;
Custody Seals Present/Intact Y N NA
Custody Signatures Present
Collector Signature Present Y N NA
Bottles Intact
Correct Bottles
Sufficient Volume
Samples Received on Ice
VOA - Headspace Acceptable
USDA Regulated Soils
Samples in Holding Time
Residual Chlorine Present
Cl Strips;
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Y N NA
Sample pH Acceptable
pH Strips;
Y N NA
Sulfide Present
Lead Acetate Strips;
Y N NA
Phone: [phone]
Email: [e-mail]
Site/Facility ID #:Compliance Monitoring?
I ] Yes [ ] No
COO)OroO-cCollected By (print): L Morrill -FPurchase Order#:
Quote #:
DW PWSID#:
DW Location Code:
Q.o>CNX<oowCollected By (signature):43Turnaround Date Required;Immediately Packed on Ice:
[ ]Yes
Field Filtered (If applicable):
[ lYes
[ ]No
[ INO
O)XIPo.2SCD T>ixiSample Disposal:
[ 1 Dispose as appropriate
{ 1 Return
[ 1 Archive:
MHold:
ns
Rush: (Expedite Charges Apply)
[ ] Same Day [ ) Next Day
[ )2 Day ( ]3 Day
[ ]4 Day [ ]5 Day
c(p O3COcooCMo
c U-a .+o<DAnalysis:u S2*>#o c(O
* M a tri x C od e s (In s e rt in M a tri x bo x b e low): D rin kin g W a t er (D W ), G ro u nd W a t er (G W ), W a st e w a t er (W W ),
Prod uc t (P), S o H /S olld (S L), O il (O L), W i p e (W P ), A ir (A R ), T issu e (T S), B io a ss a y (B ), V a por (V ), O t h er (O T )
O N C Oa.COJ 0 5 O )<(0 O L A B U S E O N L Y :
L a b S a m pl e # / C o m m e nts:C om p /C oll e ct e d (or
C om p o sit e S t a rt)
R e s #of
C tns
O0)01 OComposite E n dCustomer S a m pl e ID M a trix *c C OGrabCDECl C OeaoDatec5<0Timew<D a t e T im e
R M-1 4 G W gr a b P 2 X
p 1 X
p 1 X XRM-1 8 G W gr a b p 2 X
p h /7/;:r1X
p 1 X X 7RM-1 9 G W gr a b P 2 X
P 1 X
P 1 X X
C ust o m e r R e m a rks / S p e cia l C o nditio ns / P o s si b l e H a z a rd s;T yp e of Ic e U s e d:W e t B lu e Dry L A B S a m p l e T e mp e r a tur e Info :
T e m p B l a nk R e c e iv e d ; Y
T h e rm ID S :
C o o l e r 1 T e m p U p on R e c e i p t: o C
N N A
C o o l e r 1 T h e rm C orr. F a ctor;
C o o l e r 1 C orr e ct e d T e mp:C om m e nts:
N on e S H O R T H O L D S P R E S E N T (<7 2 ho urs): Y N N /A
P a c kin g M a t e ri a l U s e d:L a b Tra cking #:
o CSamples r e c e iv e d vi a :
F E D E X U P SRadchem s a m pl e (s) s cr e e n e d (k S O O c p m): Y N N A o cClient C o uri e r P a c e C o uri e r
R e lin^i s h e d b y/C omp a n y :ig n a t ure)D a t e/T im e ;R e c e iv e d b y/C o m p a ny : (S i g n a ture ) , y
R e c e iv e d by/C o «fl p a ny: (S ign a tur e )
D a t e /T i m e :M T J L L A B U S E O N L Y
U k 2 3 ,T a bl e #:
R e li n quis h e d b y/C omp a n y ; (S ign a tur e )
/st
R e lln^uis h^ b y/C omp a n y : (S i gn a tur e )
()
D a t e/T im e :D a t e /T T m e :A cc tn u m:
T e m p l a t e :
P r e l o gin;
P M;
T rip B l a nk R e c e iv e d: Y N N A
H C L M e O H T S P O th e r^ r/^C iLhy I P m
D a t e /T i m e : [R e c e iv e d b y/C o m p a ny : (S ign a tur e )
//
D a t e /T i m e :N on C o nform a nc e(s): P a g e:
Y E S / N O o f:P B :
LAB USE ONLY- Affix vi/orkorder/Login Label Here or List Pace Workorder Number or
IVITjL Log-In Number Here/9^ce
CHAIN-OF-CUSTODY Analytical Request Document
Submitting a sample via this chain of custody constitutes acknowledgment and acceptance of the Pace Terms and
Conditions found at: https://lnfo.pacelabs.com/hubfs/pas*standard-terms.pdf
Chatn-of-Custody is a LEGAL DOCUMENT - Complete all relevant fields
Analyticar
ALL BOLD OUTLINED AREAS are for LAB USE ONLYBilling Information: on fileCompany: Anfleld Resources
Container Preservative TypeAddress:[Lab Project Manager:
2 1 I 1 U I I I I I p
Presen/atlve Types: (1) nitric add, (2) sulfuric acid, (3) hydrochloric acid, (4) sodium hydroxide^ (5) dnc acetate,
(6) methanol, (7) sodium blsulfate, (8) sodium thiosulfate, (9) hexane, (A) ascorbic add, (B) ammonium sulfate,
(C) ammonium hydroxide, (D) TSP, (U) Unpreserved, (0) Other
**Email To: [e-mail] To: Toby Wright; 227 Jefferson St; Ft. Collins, Co
80524
Site Collection Info/Address: Shootaring Canyon Mill, UtahCopy To: [e-mail] [e-mail]
[e-mail] pb Profite/Llne:AnalysesState:Ut County/City: Garfield/TIcaboo Time Zone
Collected:Mountaln Standard
Customer Project Name/Number: Shootaring Canyon Mill Lab Sample Receipt Cheokliat:
Custody Seals Present/Intact Y N t
Custody Signatures Present
Collector Signature Present Y N !
Y N 1
Y N 1
Y N 1
Y N 1
Y N 1
Y N 1
Y N 1
Y N 1
Y N !
Bottles Intact
Correct Bottles
Sufficient Volume
Samples Received on Ice
|VOA - Headspace Acceptable
O
Z)COCompliance Monitoring?
[ ] Yes [ ] No
Site/Fadllty ID #:Phone: 43S-633-3035
Email; [e-mail]
O)OroO4=
Q +.O)Purchase Order#:
Quote #:
DW PWS ID #:
DW Location Code:
Collected By (print): L Morrill CMo
iuSDA Regulated Soils
Isamples in Holding Time
|Residual Chlorine Present
Cl Strips:
Sample pH Acceptable
pH Strips:
Sulfide Present
Lead Acetate Strips:
X <
oxfM
u>Immediately Packed on Ice:
[ lYes [ ]No
Turnaround Date Required:XCollected By (signature):D.a P
0iS pJScField F ilt e re d (if a ppli c a bl e):
[ ]Y e s [ I N o
0.
%R ush ; (E x p e dit e C h a rg e s A p ply)
[ 1 S a m e D a y [ ] N e xt D a y
[ ]2 D a y [ ]3 D a y
[ ]4 D a y [ ]5 D a y
S a m ple D isp os a l:
[ ] Dispos e a s a p pro pri a t e
[ 1 R e t urn
[ 1 A rc hiv e :
[ I H old:
O p "OCDOoCNo04Cll50.fS Y N 1o
2
uAnalysis:srtsOo Y N 1rooNWa. M a tri x C od e s (Ins e rt In M a tri x bo x b e l o w): D rink i n g W a t er (D W), G ro u nd W a t er (G W ), W a s t e w a t er (W W ),
Prod uc t (P), S oil/S olid (S L), O il (O L), W i p e (W P ), A ir (A R ), T is s u e (T S), B io a ss a y (B ), V a p or (V ), O th er (O T )
cOJ Q )<(0O,2 L A B U S E O N L Y :
L a b S a m pl e # / C o m m e nts:C o#ofComp/C o ll e ct e d (or
C o mpo sit e S t a rt)
R e s 0)WmaicOComposite E n d C QEClCtnsMatrix G r a bCustomer S a m ple ID C OQJSroCsTimeDateTimeDateZ
— o/C pgrabP2RM-2 0 G W » Z .:Z 3
P 1 X
XP X1
gr a b P 2 X - o//R M-1 0 0 G W
P X1
P X X1
J(-5 U -M P XMS/M S D f t no l«)
S e e W a i J e f or L o g g i n g
gr a b 3GW
P 1 X
Xthis s a m p l e P X1
S H O R T H O L D S P R K E N T (<7 2 h o urs); Y N N /A L A B S a m ple T e m p e ra t ure Info:
T e mp B l a n k R e c e i v e d: Y N
T h erm
C o ol e r 1 T e m p U p on R e c e ip t:
C o ol e r 1 T h e rm C orr. F a c t or:
C o ol e r 1 C orr e ct e d T e mp:
C o m m e n t s:
C u st o m e r R e m a rk s / S p e ci a l C on ditio ns / P o s si b l e H a z ard s: T yp e of Ic e U s e d;W e t B lu e D ry N on e
L a b Tra c king #:P a ckin g M a t e ri a l U s e d;
S a m ple s r e c e iv e d vi a :
F E D E X U P S C li e nt C o uri e r P a c e C o uri e rRadchem s a m pl e (s) scr e e n e d (<500 c pm); Y N N A
;s:M T JL L A B U S E O N L YReceived b y/C o m p a ny ; (S l|ri a tur e )/ 4
R e c e iv e d by/C o n fip a n y; (S l g n a fdre ) ^
D a t e/T Im e ;R q h n ji ulsh e d b y/C a m p a ny ; (S i g n a ture )D a t e /T i m e :
//'j^ ^3 T a bl e #:
T rip B l a nk R e c e iv e d; Y N N A
H C L M e O H T S P O th e r
D a t e/T im e :A cc tn u m:
T e m p l a t e :
P re login;
R e linqui s h e d b y/C o mp a ny; (S i g n a ture )
R e linqui s h e d by/C omp a n y? (Slgn a t 6 i*e)
D a t e /T i m e :
/
D a t e /fim e :N on C o nform a nc e(s): P a g e :
Y E S / N O o f:
D a t e /T im e :P M:R e c e iv e d b y/C o m p a ny : (S ig n a t ure )
P B :
DC#_Title: ENV-FRM-SHRT-0033 v02_Condition Upon Receipt Form Terra Lab
Effective Date: 4/24/2023
Survey Meter # Model 12SA; SN 136491
pH strip lot # HCHC312502
Thermometer SN# 27130475
Condition Upon Receipt (Attach to COO
Sample Receipt
1 Number of ice chests/packages received:
Note as "OTC" if samples are received over the counter, unpackaged
2 Temperature of cooler/samples, (if more than 8 coolers, obtain an additional CUR form.)
Temps Observed (°C): Q.?
Temps Corrected (°C): Q '^
Acceptable is: 0.1° to 10°C for Bacteria; and 0.1° to 6°C for most other water parameters. Samples may not have had adequate time to cool
following collection. Indicate ROI (Received on Ice) for iced samples received on the same day as sampled, in addition to temperature at receipt.
7 ROI?No
n <JT
(.n or
Client contact for temperatures outside method criteria must be documented below.
3 Emission rate of samples for radiochemical analyses < 0.5mR/hr?
4 COC Number (If applicable):
5 Do the number of bottles agree with the COC?
6 Were the samples received intact? (no broken boWes, leaks, etc.)
7 Were the sample custody seals intact?
8 Is the COC properly completed, legible, and signed?
Sample Verification. Labeling & DistributiQii
1 Were all requested analyses understood and appropriate?
2 Did the bottle labels correspond with the COC information?
3 Samples collected in method-prescribed containers?
4 Sample Preservation:
pH at Receipt:
Total Metals
Final pH (if added in lab):
Total Metals
Preserva
No N/A
No N/A
N/ANo
(@>Yes No
No
(Tfej No
No
No
Diss Metals
tive/Lot#
HNO3
Filtered and preserved in metals
H2SO4
NaOH
Date/Time Added:
Filtered and preserved in metalsDiss Metals
Nutrient
Cyanide
Sulfide
Phenol
SDWA Rads
5 VOA vials have <6mm headspace?
6 Were all analyses within holding time at the time of receipt?
7 Have rush or project due dates been checked and accepted?
8 Do samples require subcontracted analyses?
If "Yes", which type of subcontracting is required?
Sample Receipt, Verification, Login, Labeling & Distribution completed by (initials)-.
Nutrient
Cyanide
Sulfide
Phenol
ZnAcet
H2SO4
HNO3.SDWA Rads
Yes
Yes
Yes
General Custo
No
No
No
mer-Specified Certified
7 flliifir'Set ID:
Discrepancy Documentation (use back of sheet for notes on discrepancies)
Any items listed above with a response of "No" or do not meet specifications must be resolved.
Method of Contact:Phone:Person Contacted:
Date/Time:Email:Initiated Byj_
Problem:
Resolution:
Qualtrax ID: 70962 Pace® Analytical Services, LLC Page 1 of 1
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Shootaring Canyon Mill
SHOOTARING CANYON MILL GROUNDWATER MONITORING PROGRAM
QAP FIELD SAMPLING CHECKLIST
Sample Collection Date: 11/5/2023
Reviewer\Date: April Lafferty 11/21/2023 and 1/31/2024
RM-100
Field Sampling YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO
Meter function check OK & Recorded?ü ü ü ü ü ü ü ü ü ü ü
Water level recorded to 0.01 feet?ü ü ü ü ü ü ü ü ü ü
Well casing volume correctly calculated?ü ü ü ü ü ü ü ü ü ü
Pumping rate determined and recorded?ü ü ü ü ü ü ü ü ü ü
Field Parameter Stabilization
Minimum interval achieved?ü ü ü ü ü ü ü ü ü ü
3 readings with pH ± 0.2 s.u.; Conductivity ± 10% ?ü ü ü ü ü ü ü ü ü ü
Sufficient minimum well volume pumped?ü ü ü ü ü ü ü ü ü ü
Sample bottles & preservatives correct and recorded?ü ü ü ü ü ü ü ü ü ü ü
COMMENTS
RM-1
RM-2R
RM-7
RM-8
RM-12 well was sampled when approximately one gallon is left to ensure a sample is collected before the water level reaches the pump
RM-14
RM-18
RM-19 Blind Field Dup as RM100
RM-20
DUP Blind Field Dup of RM19
Tails Sump
Blind DupBlind DupRM-12 RM-14 RM-18 RM-19 Tails SumpRM-1 RM-2R RM-7 RM-8 RM-20
Shootaring Canyon Mill
SHOOTARING CANYON MILL GROUNDWATER MONITORING PROGRAM
QAP DATA COMPLETENESS & DATA PACKAGE QA/QC CHECKLIST
Sample Collection Date: 11/5/2023 Report Date\Work Order No.: S2311115
Reviewer\Date: April Lafferty 11/21/2023 and 1/31/2024
Data Completeness YES NO YES NO
Lab certification still current?ü Is Lab QA\QC summary report present?ü
Is receipt temperature, between 0.1 and 6 degrees C?ü Do all samples sent have reported analyses (QAP Table 3)?ü
Chain of Custody complete and intact as per approved QAP?ü Were all analytes requested reported (QAP Table 3)?ü
Received w/ custody seals intact?ü Are all field forms present from field site?ü
RM-100
Data Package QA\QC YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO YES NO
Are all reporting limits ≤ QAP Table 3?ü ü ü ü ü ü ü ü ü ü ü
Are all methods as per QAP Table 3?ü ü ü ü ü ü ü ü ü ü ü
Are dates of all analysis within holding times?ü ü ü ü ü ü ü ü ü ü ü
COMMENTS
RM-1
RM-2R
RM-7
RM-8
Sulfate reporting limit over Table 3, results above reporting limit
RM-12
RM-14
RM-18
RM-19
Duplicated as RM-100
RM-20
DUP
(RM-100); duplicate of RM19
Tails Sump
Sulfate ad chloride reporting limit over Table 3, results above reporting limit
YES NO Notes
Are Method Blanks < Lab Reporting Limits? ü
Are Lab Control Sample (LCS) %Rec within range? ü
Are MS & MSD %Rec within range?ü
Are MS\MSD RPD within range? ü
Are Blind Field Duplicate RPD's acceptable for all analytes?ü
RM-1 RM-2R RM-7 RM-8 RM-12 RM-14 RM-18 RM-19 RM-20 Tails Sump Blind Dup
Shootaring Canyon Mill
GROUNDWATER FIELD BLIND DUPLICATE ANALYSIS (Q4 2023)
Sample Collection Date: 11/5/2023
Reviewer\Date: April Lafferty 11/21/2023 and 1/31/2024
Report Date\Work Order No.: S2311115
Primary
Sample
Duplicate
Sample
RM19 RM100
Analyte Units CRL
Primary
Sample
Duplicate
Sample
RPD
(%)
Major Ions Carbonate as CaCO3 mg/L 2 6 6 NA
Bicarbonate as CaCO3 mg/L 2 151 150 1%
Calcium (Ca)mg/L 1 18 19 5%
Chloride (Cl)mg/L 1 5 5 0%
Fluoride (F)mg/L 0.1 0.2 0.2 0%
Magnesium (Mg)mg/L 1 21 21 0%
Nitrogen, Ammonia as N mg/L 0.1 <0.1 <0.1 NA
Nitrogen, Nitrite + Nitrate as N mg/L 0.1 1.6 1.4 13%
Potassium (K)mg/L 1 3 3 0%
Sodium (Na)mg/L 1 20 20 0%
Sulfate (SO4)mg/L 1 18 18 0%
Physical Properties TDS mg/L 20 210 200 5%
Metals -Total Recoverable Arsenic (As)mg/L 0.003 <0.003 <0.003 NA
Barium (Ba)mg/L 0.1 <0.1 <0.1 NA
Cadmium (Cd)mg/L 0.001 <0.001 <0.001 NA
Chromium (Cr)mg/L 0.01 <0.01 <0.01 NA
Copper (Cu)mg/L 0.01 <0.01 <0.01 NA
Lead (Pb)mg/L 0.002 <0.002 <0.002 NA
Mercury (Hg)mg/L 0.0002 <0.0002 <0.0002 NA
Molybdenum (Mo)mg/L 0.005 <0.005 <0.005 NA
Selenium (Se)mg/L 0.005 <0.005 <0.005 NA
Silver (Ag)mg/L 0.005 <0.005 <0.005 NA
Uranium (U)mg/L 0.0003 0.0027 0.0028 4%
Zinc (Zn)mg/L 0.01 <0.01 <0.01 NA
Radionuclides Gross Alpha pCi/L 47 43
Gross Alpha minus Rn & U pCi/L <3 <3
precision (±)pCi/L 1.1 1.1 NA
Gross Alpha MDC pCi/L 3 3.0 2.0 RER
Radium-226 (Ra-226)pCi/L 0.3 0.4
precision (±)pCi/L 0.1 0.1 0.71
Radium-226 MDC pCi/L 0.2 0.2 0.2 RER
NA = Not Applicable
ND = Non-Detection at Reporting Limit or MDC
MDC = Lab reported Minimum Detectable Quantity
RER = Replicate Error Ratio = absolute value (original value - dup value)/sqrt[(orig sample error)^2 +(dup error)^2), should be <2
RPD = Relative Percent Difference = absolute value of (primary- duplicate)/((primary+duplicate)/2) <15% if greater than 3 times the MDL
ANFIELD RESOURCES HOLDING CORP.
AR
HC

Shootaring Canyon Uranium Facility Annual Groundwater Monitoring Report - 2023
February 2024

ATTACHMENT D
WATER QUALITY DATA TABLES AND GRAPHS

RM1
Shootaring Canyon Uranium Facility
Date
Ag
(mg/L)
As
(mg/L)
Ba
(mg/L)
Ca
(mg/L)
Cd
(mg/L)
Cl
(mg/L)
CO3
(mg/L)Cr (mg/L)
Cu
(mg/L)F (mg/L)
Gross
Alpha
(pCi/L)
Calculated
Adjusted Gross
Alpha (pCi/L)
HCO3
(mg/L)
Hg
(mg/L)K (mg/L)
Mg
(mg/L)
Mo
(mg/L)
Na
(mg/L)
NH3 as
N (mg/L)
NO3+NO2
as N
(mg/L)Pb (mg/L)
Ra-226
(pCi/L)
Se
(mg/L)
SO4
(mg/L)
TDS
(mg/L)
Unat
(mg/L)
Zn
(mg/L)
4/26/03 <0.005 <0.003 0.1 <0.001 6.3 <0.01 <0.01 0.3 <0.001 <0.005 <0.1 1.5 <0.002 <0.005 23.8 188 0.0044 0.00275
12/1/03 <0.005 <0.003 0.1 <0.001 7 <0.01 <0.01 0.2 <0.001 <0.005 <0.1 1.8 <0.002 <0.005 35.1 249 0.0133 0.01
3/22/04 <0.005 <0.003 0.1 21.8 <0.001 5.6 <2 <0.01 <0.01 0.3 195 <0.001 2.8 26.5 <0.005 22.5 <0.1 1.65 <0.002 <0.2 <0.005 23.6 210 0.0043 0.00334
9/20/04 <0.005 <0.003 0.1 21.3 <0.001 5 <2 <0.01 <0.01 0.3 197 <0.001 3.7 25.6 <0.005 20.8 <0.1 1.64 <0.002 0.3 <0.005 22 228 0.004 <0.01
12/13/04 <0.005 <0.003 0.1 24.6 <0.001 7 <2 <0.01 <0.01 0.2 200 <0.001 2.8 28.2 <0.005 19.6 <0.1 1.4 <0.002 <0.2 <0.005 22 218 0.0036 0.02
3/21/05 <0.005 <0.003 0.1 23.3 <0.001 6 <2 <0.01 <0.01 0.3 203 <0.001 2.5 25.3 <0.005 20 <0.1 1.1 <0.002 <0.2 <0.005 21 235 0.004 0.01
6/13/05 <0.005 <0.003 0.1 23 <0.001 6 <2 <0.01 <0.01 0.2 200 <0.001 2.6 26.3 <0.005 21.5 <0.1 1.4 <0.002 0.3 <0.005 22 185 0.0042 0.01
9/12/05 <0.005 <0.003 0.1 22 <0.001 6 <2 <0.01 <0.01 0.2 209 <0.001 2.2 26.2 <0.005 22 <0.1 1.6 <0.002 0.4 <0.005 23 190 0.0044 0.01
12/14/05 <0.005 <0.003 0.1 20.8 <0.001 6 <2 <0.01 <0.01 0.3 198 <0.001 2.4 24.6 <0.005 20.3 <0.1 1.9 <0.002 <0.2 <0.005 25 214 0.0042 <0.01
3/12/06 <0.005 <0.003 0.1 22.1 <0.001 6 2 <0.01 <0.01 0.3 195 <0.001 2.7 26.7 <0.005 21.9 <0.1 1.7 <0.002 <0.2 <0.005 25 192 0.0044 0.00609
6/12/06 <0.005 <0.003 0.1 21.2 <0.001 6 <2 <0.01 <0.01 0.2 187 <0.001 2.8 27.8 <0.005 23.4 <0.1 1.7 <0.002 <0.2 <0.005 32 194 0.0044 0.00562
9/18/06 <0.005 <0.003 0.1 20.9 <0.001 6 <2 <0.01 <0.01 0.3 196 <0.001 2.6 26.5 <0.005 22.8 <0.1 1.7 <0.002 <0.2 <0.005 24 236 0.0046 0.00258
12/9/06 <0.005 <0.003 0.1 21.1 <0.001 6 <2 <0.01 <0.01 0.3 187 <0.001 2.8 26 <0.005 22.5 <0.1 1.7 <0.002 <0.2 <0.005 25 206 0.0044 0.01
3/12/07 <0.005 <0.003 0.1 21.2 <0.001 5 <2 <0.01 <0.01 0.3 6.6 3.62 195 <0.001 2.8 27.2 <0.005 23 <0.1 1.8 <0.002 <0.2 <0.005 25 196 0.0044 0.00637
6/25/07 <0.005 <0.003 0.1 21.2 <0.001 5 <2 <0.01 <0.01 0.3 5.9 <3 200 <0.001 2.7 27.9 <0.005 21.7 <0.1 2 <0.002 <0.2 <0.005 26 208 0.0051 0.00547
9/1/07 <0.005 <0.003 0.1 18.8 <0.001 6 <2 <0.01 <0.01 0.3 6.1 3.19 198 <0.001 2.8 24 <0.005 21.7 <0.1 1.9 <0.002 <0.2 <0.005 28 214 0.0043 0.00537
12/4/07 <0.005 <0.003 0.1 20.1 <0.001 <1 4 <0.01 <0.01 0.3 9.1 6.19 189 <0.001 2.6 22.7 <0.005 19 <0.1 1.3 <0.002 <0.2 <0.005 23 197 0.0043 0.00534
3/25/08 <0.005 <0.003 0.1 22.3 <0.001 6 <2 <0.01 <0.01 0.2 202 <0.001 2.7 25.8 <0.005 21.5 <0.1 1.4 <0.002 <0.2 <0.005 21 192-J 0.0039 <0.01
6/29/08 <0.005-J <0.003 0.1 23 <0.001 6 <2 <0.01 <0.01 0.3 8.3 5.73 199 <0.001 3 27 <0.005 22 <0.1 1.38-J <0.002 0.2 <0.005 25 185-J 0.0038-J <0.01
9/22/08 <0.005 <0.003 0.1 23.3 <0.001 6 <2 <0.01 <0.01 0.2 195 <0.001 2.6 25.2 <0.005 19.6 <0.1 1.46-J <0.002 <0.2 <0.005 23 200 0.0039 <0.01
12/22/08 <0.005 <0.003 0.1 20.2 <0.001 5 <2 <0.01 <0.01 0.3 193 <0.001 2.5 22.6 <0.005 18 <0.1-J 1.2 <0.002 0.22 <0.005 22 208 0.0041-J <0.01
2/8/09 <0.005 <0.003 0.1 22-J <0.001 5 <2 <0.01 <0.01 0.3 194 <0.001 3 24-J <0.005 18-J <0.1 1.4 <0.002 <0.2 <0.005 24 200 0.004 0.01
4/12/09 <0.005 <0.003 0.1 20 <0.001 6 2 <0.01 <0.01 0.3 196 <0.001 3-J 22 <0.005 20-J <0.1-J 1.3 <0.002 <0.2 <0.005 20 204 0.0038 <0.01
8/24/09 <0.005 <0.003 0.1 21 <0.001 4 6 <0.01 <0.01 0.3 192-J <0.001 3 23 <0.005 20 <0.1 1.4 <0.002 0.54 <0.005 24 198 0.0039 <0.01
8/25/09 <0.005 <0.003 0.12 21 <0.001 6.8-R <20 <0.01 <0.01 0.21-R 5.3-R 170 <0.001 3 23 <0.005 19 <0.1-R 1.4 <0.002 0.24-R <0.005 21-R 210 0.0039 0.015
10/18/09 <0.005 <0.003 0.1 22 <0.001 7 <2 <0.01 <0.01 0.3 205-J <0.001 3 25 <0.005 20 <0.1 1.4 <0.002 <0.2 <0.005 22 213 0.0039 <0.01
2/1/10 <0.005-R <0.003-R 0.1-R 21-R <0.001-R 5-R <2-R <0.01-R <0.01-R 0.2-R 215-R <0.001-R 2-R 23-R <0.005-R 19-R <0.1-R 1.5-R <0.002-R <0.2 <0.005-R 21-R 178-R 0.0041-R <0.01-R
3/22/10 <0.005 <0.003 0.1 21 <0.001 6 <2 <0.01 <0.01 0.2 214-J <0.001 3 23 <0.005 20 <0.1 1.4 <0.002 <0.005 21 187 0.004 <0.01
4/12/10 <0.005 <0.003 0.1 22 <0.001 5 <2 <0.01 <0.01 0.2 214-R <0.001 3 24 <0.005 21 <0.1 1.4 <0.002 0.33 <0.005 21 195 0.004 <0.01
8/17/10 <0.005 <0.003 0.11 20 <0.001 6 <20-J <0.01 <0.01 0.27 4.3 <3 170-J <0.001 2.5 23 <0.005 21 <0.1 1.94 <0.002 <0.29-R <0.005 20 200 0.0042 0.025
10/18/10 <0.005 <0.003 0.12 22 <0.001 6 <2 <0.01 <0.01 0.27 5.7 3.20 160 <0.001 2.8 24 <0.005 20 1.4 <0.002 0.29 <0.005 20 220 0.0037 0.008
1/24/11 <0.005 <0.003 0.11 21 <0.001 6.4 <2 <0.01 <0.01 0.27 6.7 4.40 160 <0.001 2.6 23 <0.005 18 <0.1 1.5 <0.002 0.25 <0.005 20 200 0.0034 <0.0075
4/11/11 <0.005 <0.003 0.12 21 <0.001 6.1 <2 <0.01 <0.01 0.25 4.6 <3 160 <0.001 2.4 24 <0.005 19 <0.1 1.5 <0.002 0.32 <0.005 20 216 0.004 <0.0075
7/25/11 <0.005 <0.003 0.12 21 <0.001 6.5 <4 <0.01 <0.01 0.26 5.3 <3 160 <0.001 2.8 25 <0.005 19 <0.1 1.4 <0.002 0.26 <0.005 20 230 0.0042 <0.0037
10/17/11 <0.005 <0.003 0.12 20 <0.001 6.3 <2 <0.01 <0.01 0.24 7.1 4.46 160 <0.001 2.6 24 <0.005 19 <0.1 1.5 <0.002 0.31 <0.005 20 210 0.0039 0.0074
2/13/12 <0.005 <0.003 0.11 20 <0.001 6.4 <2 <0.01 <0.01 0.21 7.6 5.03 160 <0.001 2.5 22 <0.005 17 <0.1 1.5 <0.002 0.29 <0.005 20 200 0.0038 <0.0037
4/30/12 <0.005 <0.003 0.11 20 <0.001 6.2 <2 <0.01 <0.01 0.25 5.2 <3 160 <0.001 2.4 23 <0.005 19-J <0.1 1.5 <0.002 0.3-J <0.005 19 220 0.0038 <0.0016
7/23/12 <0.005 <0.003 0.12 21 <0.001 7.7 <4 <0.01 <0.01 0.26 4.8 <3 160 <0.001 3.2 24 <0.005 19 <0.1 1.5 <0.002 0.39 <0.005 20 210 0.0036 <0.0016
10/1/12 <0.005 <0.003 0.11 20 <0.001 6.9 <2 <0.01 <0.01 0.26 5.8 3.63 160 <0.001 2.8 23 <0.005 18 <0.1 1.3 <0.002 0.43 <0.005 20 210 0.0032 0.0014
2/19/13 <0.005 <0.003 0.12 21 <0.001 6.3 <8 <0.01 <0.01 0.27 7.6 5.03 160 <0.001 2.7 24 <0.005 19 <0.1 1.4 <0.002 0.27 <0.005 20 210 0.0038 0.0049
5/13/13 <0.005 <0.003 0.12 21 <0.001 8 <2 <0.01 <0.01 0.31 5.9 3.73 160 <0.001 3.2 23 <0.005 18 <0.1 1.5 <0.002 0.31 <0.005 22 230 0.0032 0.0042
7/15/13 <0.005 <0.003 0.11 20 <0.001 6.6 <2 <0.01 <0.01 0.25 7.4 4.96 160 <0.001 2.6 24 <0.005 18-J <0.1 1.6 <0.002 0.31 <0.005 20 220 0.0036 <0.01
11/4/13 <0.005 <0.003 0.12 20 <0.001 6.7 <2 <0.01 <0.01 0.26 5.9 3.33 160 <0.001 2.4 23 <0.005 19 <0.1 1.4 <0.002 0.33 <0.005 21 210 0.0038 <0.01
2/26/14 <0.005 <0.003 0.12 21 <0.001 7 <2 <0.01 <0.01 0.24 4.9 <3 160 <0.001 2.7 23 <0.005 20 <0.1 1.5 <0.002 0.26 <0.005 22 210 0.004 <0.0052
4/29/14 <0.005 <0.003 0.12 21 <0.001 6.5 <2 <0.01 <0.01 0.23 5.4 <3 160 <0.001 2.7 24 <0.005 19 <0.1 1.5 <0.002 0.32 <0.005 20 210 0.004 0.007
7/21/14 <0.005 <0.003 0.11 21 <0.001 6.6 <2 <0.01 <0.01 0.23 6.2 3.62 160 <0.001 2.7 24 <0.005 19 <0.1 1.5 <0.002 0.33 <0.005 20 240 0.0038 0.0078
10/27/14 <0.005 <0.003-J 0.12 20 <0.001 6.5 <2 <0.01 <0.01 0.23 5.2 <3 160 <0.001 2.7 23 <0.005 18 <0.1 1.4 <0.002 0.36 0.011-R 19 210 0.0039 0.0056-J
10/27/14 <0.003 <0.005 <0.0015
2/23/15 <0.005 0.0032-R 0.12 21 <0.001 6.4 <2 <0.01 <0.0022 0.23 5.2 <3 160 <0.001 2.5 24 <0.005 18 <0.1 1.4 <0.002 0.31 <0.005 20 200 0.0038 <0.01
2/23/15 <0.003
5/11/15 <0.005 <0.003 0.12 20 <0.001 6.7 <2 <0.01 <0.01 0.23 6.5 3.71 160 <0.001 2.8 24 <0.005 19 <0.1 1.5 <0.002 0.34 <0.005 20 210 0.0041 <0.01
8/10/15 <0.005 <0.003 0.12 22 <0.001 6.5 <2 <0.01 <0.01 0.23 4.4 <3 160 <0.001 2.9 24 <0.005 20 <0.1 1.5 <0.002 0.26 <0.005 20 210 0.0041 <0.01
10/19/15 <0.005 <0.003 0.11 21 <0.001 7.1 <8 <0.01 <0.01 0.24 7 4.48 160 <0.001 2.5 22 <0.005 20 <0.1 1.5 <0.002 0.29 <0.005 21 200 0.0037 <0.01
3/7/16 <0.005 <0.003 0.12 22 <0.001 6.7 <2 <0.01 <0.01 0.24 7.2 4.41 170 <0.001 2.7 23 <0.005 20 <0.1 1.5 <0.002 0.65 0.0058 21 150 0.0041 <0.01
4/29/16 <0.005 <0.003 0.12 20 <0.001 6.9 <8 <0.01 <0.01 0.23 7.2 4.55 160 <0.001 2.7 23 <0.005 19 <0.1 1.4 <0.002 0.31 <0.005 21 230 0.0039 <0.01
8/4/16 <0.005 <0.003 0.12 22 <0.001 6.4 <2 <0.01 <0.01 0.23 5.9 3.45 170 <0.001 3 23 <0.005 19 <0.1-R 1.4 <0.002 0.24 <0.005 19 180 0.0036 <0.01
9/27/16 <0.1
10/19/16 <0.005 <0.003 <0.1 20 <0.001 6 5 <0.01 <0.01 0.2 6.2 4.3 160 <0.001 3 23 <0.005 19 <0.1 1.3 <0.002 0.3 <0.005 17 210 0.0029 <0.01
2/14/17 <0.005 <0.003 <0.1 21 <0.001 6 <2 <0.01 <0.01 0.3 7.5 5.7 165 <0.001 3 24 <0.005 19 <0.1 1.5 <0.002 0.7 <0.005 18 200 0.0026 <0.01
5/1/17 <0.005 <0.003 0.1 20 <0.001 6 4 <0.01 <0.01 0.3 8.7-R 6-R 160 <0.001 3 22 <0.005 19 <0.1 1.4 <0.002 1.9 <0.005 17 220 0.0039 <0.01
5/1/17 6.1 3.4 1.5
7/17/17 <0.005 <0.003 0.1 20 <0.001 6 5 <0.01 <0.01 0.2 9.1 6.8 160 <0.001 3 22 <0.005 18 <0.1 1.3 <0.002 0.5 <0.005 18 240 0.0034 <0.01
10/30/17 <0.005 <0.003 0.1 20 <0.001 6 6 <0.01 <0.01 0.3 4.9 <3 159 <0.001 3 21 <0.005 20 <0.1 1.4 <0.002 0.2 <0.005 18 220 0.0037 0.01
RM1
Shootaring Canyon Uranium Facility
Date
Ag
(mg/L)
As
(mg/L)
Ba
(mg/L)
Ca
(mg/L)
Cd
(mg/L)
Cl
(mg/L)
CO3
(mg/L)Cr (mg/L)
Cu
(mg/L)F (mg/L)
Gross
Alpha
(pCi/L)
Calculated
Adjusted Gross
Alpha (pCi/L)
HCO3
(mg/L)
Hg
(mg/L)K (mg/L)
Mg
(mg/L)
Mo
(mg/L)
Na
(mg/L)
NH3 as
N (mg/L)
NO3+NO2
as N
(mg/L)Pb (mg/L)
Ra-226
(pCi/L)
Se
(mg/L)
SO4
(mg/L)
TDS
(mg/L)
Unat
(mg/L)
Zn
(mg/L)
2/20/18 <0.005 <0.003 0.1 20 <0.001 6 2 <0.01 <0.01 0.2 5.7 3.2 160 <0.001 3 22 <0.005 18 <0.1 1.4 <0.002 0.8 <0.005 18 210 0.0037 0.01
4/24/18 <0.005 <0.003 0.1 20 <0.001 6 5 <0.01 <0.01 0.2 7.7 5.2 159 <0.001 3 21 <0.005 21 <0.1 1.3 <0.002 1.3 <0.005 18 200 0.0037 <0.01
7/8/18 <0.005 <0.003 <0.1 19 <0.001 6 5 <0.01 <0.01 0.2 6.9 4.8 161 <0.001 3 22 <0.005 18 <0.1 1.3 <0.002 0.8-J <0.005 17 220 0.0031 <0.01
10/9/18 <0.005 <0.003 0.1 20 <0.001 6 3 <0.01 <0.01 0.2 6.6 4 168 <0.001 3 21 <0.005 23 <0.1 1.3 <0.002 1.5 <0.005 19 200 0.0038 <0.01
1/25/19 <0.005 <0.003 0.1 20 <0.001 6 6 <0.01 <0.01 0.3 6 3.8 163 <0.001 3 21 <0.005 22 <0.1 1.3 <0.002 0.9 <0.005 17 210 0.0036 <0.01
4/28/19 <0.005 <0.003 0.1 20 <0.001 6 6 <0.01 <0.01 0.2 4.3 2.1 160 <0.001 3 22 <0.005 20 <0.1 1.2 <0.002 0.3 <0.005 16 220 0.0033 <0.01
7/28/19 <0.005 <0.003 <0.1 20 <0.001 6 10 <0.01 <0.01 0.2 7.5 5.4 156 <0.0002 3 22 <0.005 18 <0.1 1.2 <0.002 0.5 <0.005 17 200 0.0031 <0.01
11/4/19 <0.005 <0.003 0.1 19 <0.001 6 <2 <0.01 <0.01 0.2 8 5.6 168 <0.0002 3 21 <0.005 21 <0.1 1.2 <0.002 0.3 <0.005 17 190 0.0036 <0.01
2/16/20 <0.005 <0.003 0.1 20 <0.001 6 <2 <0.01 <0.01 0.2 8.5 6 164 <0.0002 3 22 <0.005 19 <0.1 1.2 <0.002 0.7 <0.005 17 220 0.0037 <0.01
5/24/20 <0.005 <0.003 0.1 22 <0.001 6 3 <0.01 <0.01 0.2 4.7 <3 168 <0.0002 3 24 <0.005 19 0.1 1.4 <0.002 0.5 <0.005 17 220 0.0034 <0.01
7/7/20 <0.005 <0.003 0.1 22 <0.001 6 <2 <0.01 <0.01 0.2 5.9 3.2 165 <0.0002 2 24 <0.005 21 <0.1 1.4 <0.002 0.3 <0.005 17 220 0.0039 0.01
10/5/20 <0.005 <0.003 0.1 21 <0.001 7 <2 <0.01 <0.01 0.2 4.4 2.1 162 <0.0002 4 <0.003 <0.005 19 <0.1 1.3 <0.002 0.4 <0.005 18 210 0.0035 <0.01
1/22/21 <0.005 <0.003 0.1 20 <0.001 6 <2 <0.01 <0.01 0.3 7 4.4 167 <0.0002 3 21 <0.005 19 <0.1 1.2 <0.002 0.4 <0.005 17 210 0.0038 <0.01
4/1/21 <0.005 <0.003 0.1 21 <0.001 6 <2 <0.01 <0.01 0.3 4.8 2.2 172 <0.0002 3 24 <0.005 20 <0.1 1.4 <0.002 <0.2 <0.005 17 220 0.0038 <0.01
7/9/21 <0.005 <0.003 0.1 21 <0.001 6 5 <0.01 <0.01 0.2 4.2 <2 162 <0.0002 3 23 <0.005 20 <0.1 1.1 <0.002 0.3 <0.005 17 220 0.0037 <0.01
10/3/21 <0.005 <0.003 0.1 21 <0.001 6 <2 <0.01 <0.01 0.2 3.7 <2 179 <0.0002 3 23 <0.005 20 <0.1 1.4 <0.002 0.3 <0.005 18 210 0.0039 <0.01
2/5/22 <0.005 <0.003 0.1 21 <0.001 6 <2 <0.01 <0.01 0.3 6.5 4.2 172 <0.0002 3 23 <0.005 18 <0.1 1.4 <0.002 0.2 <0.005 17 210 0.0033 <0.01
4/2/22 <0.005 <0.003 0.1 20 <0.001 6 5 <0.01 <0.01 0.3 5.9 3.3 176 <0.0002 3 24 <0.005 20 <0.1 1.3 <0.002 0.9 <0.005 17 200 0.0039 <0.01
7/9/22 <0.005 <0.003 <5 21 <0.001 6 4-J <0.01 <0.01 0.2 6-J 3.8-J 172 <0.0002 3 23 <0.005 19 <0.1 1.3 <0.002 0.2 <0.005 17 210 0.0032 <0.01
10/24/22 <0.005 <0.003 0.1 21 <0.001 6 3 <0.01 <0.01 0.3 6.9 4.3 168 <0.0002 2 22 <0.005 19 <0.1 1.3 <0.002 0.3 <0.005 17 210 0.0038 <0.01
3/10/23 <0.005 <0.003 0.1 22 <0.001 6 6 <0.01 <0.01 0.3 7.5 4.9 160 <0.0002 3 24 <0.005 19 <0.1 1.4 <0.002 0.5 <0.005 16 210 0.0038 <0.01
4/22/23 <0.005 <0.003 0.1 20 <0.001 6 9 <0.01 <0.01 0.3 5 2.4 154 <0.0002 3 23 <0.005 19 <0.1 1.4 <0.002 0.5 <0.005 16 190 0.0038 <0.01
RM2R
Shootaring Canyon Uranium Facility
Date Ag (mg/L)
As
(mg/L)
Ba
(mg/L)
Ca
(mg/L)Cd (mg/L)
Cl
(mg/L)
CO3
(mg/L)
Cr
(mg/L)
Cu
(mg/L)
F
(mg/L)
Gross
Alpha
(pCi/L)
Calculated
Adjusted
Gross
Alpha
(pCi/L)
HCO3
(mg/L)Hg (mg/L)
K
(mg/L)
Mg
(mg/L)
Mo
(mg/L)
Na
(mg/L)
NH3 as N
(mg/L)
NO3+NO2
as N
(mg/L)
Pb
(mg/L)
Ra-226
(pCi/L)
Se
(mg/L)
SO4
(mg/L)
TDS
(mg/L)
Unat
(mg/L)
Zn
(mg/L)
4/20/03 <0.005 <0.003 <0.1 <0.001 10.7 <0.01 <0.01 0.2 <0.001 <0.005 <0.1 1.4 <0.002 <0.005 28.9 177 0.0022 <0.01
11/30/03 <0.005 <0.003 0.1 <0.001 11.9 <0.01 <0.01 0.2 <0.001 <0.005 <0.1 1.3 <0.002 <0.005 30.2 225 0.0032 0.0042
3/23/04 <0.005 <0.003 0.1 22.5 <0.001 11.7 <2 <0.01 <0.01 0.2 173 <0.001 2.3 26.3 <0.005 18.6 <0.1 1.48 <0.002 <0.2 <0.005 31.3 214 0.0031 0.0053
9/20/04 <0.005 <0.003 0.1 22.2 <0.001 10 <2 <0.01 <0.01 0.2 167 <0.001 3 25.4 <0.005 17.2 <0.1 1.25 <0.002 <0.2 <0.005 29 220 0.0028 0.01
11/28/04 <0.005 <0.003 0.1 22 <0.001 13 <2 <0.01 <0.01 0.2 165 <0.001 2.3 26.6 <0.005 18 <0.1 1.5 <0.002 <0.2 <0.005 29 208 0.003 0.0072
3/20/05 <0.005 <0.003 <0.1 24.1 <0.001 14 <2 <0.01 <0.01 0.2 173 <0.001 2.2 27.1 <0.005 17.6 <0.1 1.4 0.004 <0.2 <0.005 35 232 0.0037 0.0072
6/13/05 <0.005 <0.003 0.1 25 <0.001 14 <2 <0.01 <0.01 0.2 168 <0.001 2.3 28.2 <0.005 18.7 <0.1 1.7 <0.002 <0.2 <0.005 38 230 0.0044 0.0072
9/11/05 <0.005 <0.003 0.1 26.7 <0.001 15 <2 <0.01 <0.01 0.2 180 <0.001 2 27.9 <0.005 18.6 <0.1 1.7 <0.002 <0.2 <0.005 42 212 0.0046 0.0051
12/13/05 <0.005 <0.003 <0.1 23.2 <0.001 14 <2 <0.01 <0.01 0.2 171 <0.001 2.2 25.6 <0.005 18.8 <0.1 1.7 <0.002 0.4 <0.005 38 254 0.0037 <0.01
3/11/06 <0.005 <0.003 <0.1 25.1 <0.001 13 <2 <0.01 <0.01 0.2 174 <0.001 2.4 26.7 <0.005 18.1 <0.1 1.7 <0.002 <0.2 <0.005 36 206 0.0033 0.007
6/11/06 <0.005 <0.003 0.1 22.8 <0.001 13 <2 <0.01 <0.01 0.2 159 <0.001 2.5 25.7 <0.005 16.2 <0.1 1.6 <0.002 <0.2 <0.005 41 198 0.0035 0.007
9/19/06 <0.005 <0.003 0.1 24.4 <0.001 12 <2 <0.01 <0.01 0.2 166 <0.001 2.3 26.5 <0.005 18.8 <0.1 1.6 <0.002 <0.2 <0.005 35 210 0.0036 0.0079
12/10/06 <0.005 <0.003 0.1 23.8 <0.001 14 <2 <0.01 <0.01 0.2 162 <0.001 2.5 26.4 <0.005 19.2 <0.1 1.7 <0.002 <0.2 <0.005 37 210 0.0036 0.01
3/11/07 <0.005 <0.003 0.1 24.5 <0.001 12 <2 <0.01 <0.01 0.2 5.2 <3 170 <0.001 2.6 27.4 <0.005 19.2 <0.1 1.7 <0.002 <0.2 <0.005 33 198 0.0035 0.01
6/25/07 <0.005 <0.003 0.1 23.9 <0.001 12 <2 <0.01 <0.01 0.3 4.6 <3 176 <0.001 2.4 27 <0.005 17.6 <0.1 1.7 <0.002 <0.2 <0.005 32 202 0.0034 0.0062
9/2/07 <0.005 <0.003 <0.1 22.4 <0.001 12 <2 <0.01 <0.01 0.2 5 <3 174 <0.001 2.5 24.3 <0.005 18.3 <0.1 1.8 <0.002 <0.2 <0.005 33 174 0.0032 0.0051
12/4/07 <0.005 <0.003 0.1 21.1 <0.001 13 <2 <0.01 0.01 0.2 7.3 4.86 163 <0.001 2.3 23.2 <0.005 17 <0.1 1.6 <0.002 <0.2 <0.005 34 206 0.0036 0.0062
3/25/08 <0.005 <0.003 <0.1 23.4 <0.001 14 <2 <0.01 <0.01 0.2 171 <0.001 2.4 27.1 <0.005 19.3 <0.1 1.8 <0.002 <0.2 <0.005 35 203-J 0.0035 <0.01
6/30/08 <0.005-J <0.003 0.1 24 <0.001 12 <2 <0.01 <0.01 0.2 5.4 3.44 174 <0.001 2 26 <0.005 18 <0.1 1.57-J <0.002 <0.2 <0.005 32 188 0.0029-J 0.02
9/22/08 <0.005 <0.003 <0.1 24.3 <0.001 13 <2 <0.01 <0.01 0.2 161 <0.001 2.4 28.3 <0.005 17.8 <0.1 2 <0.001 <0.2 <0.005 39 218 0.0036 <0.01
12/16/08 <0.005 <0.003 <0.1 22.5 <0.001 12 <2 <0.01 <0.01 0.2 163 <0.001 2.4 25.2 <0.005 17 <0.1 2 <0.001 <0.2 <0.005 34 210 0.0031 <0.01
2/8/09 <0.005 <0.003 <0.1 20-J <0.001 13 <2 <0.01 <0.01 0.2 160 <0.001 2 23-J <0.005 17-J <0.1 1.9 <0.002 0.22 <0.005 40 213 0.0034 0.02
4/12/09 <0.005 <0.003 <0.1 21 <0.001 13 <2 <0.01 <0.01 0.2 172 <0.001 2-J 23 <0.005 18-J <0.1 1.8 <0.002 0.25 <0.005 32 214 0.003 <0.01
8/24/09 <0.005 <0.003 0.1 22 <0.001 12 3 <0.01 <0.01 0.2 165-J <0.001 3 24 <0.005 17 <0.1 2 <0.002 0.55 <0.005 36 192 0.0035 <0.01
12/7/09 <0.005 <0.003 <0.1 21 <0.001 13 <2 <0.01 <0.01 0.2 172-J <0.001 2 23 <0.005 17 <0.1 2.1 <0.002 <0.2 <0.005 36 231 0.0034-J <0.01
2/1/10 <0.005-R <0.003-R <0.1-R 20-R <0.001-R 12-R <2-R <0.01-R <0.01-R 0.2-R 179-R <0.001-R 2-R 22-R <0.005-R 16-R <0.05-R 1.8-R <0.002-R 0.06 <0.005-R 32-R 135-R 0.0032-R <0.01-R
3/22/10 <0.005 <0.003 <0.1 21 <0.001 13 <2 <0.01 <0.01 0.2 185-J <0.001 3 23 <0.005 18 <0.1 1.8 <0.002 <0.005 28 193 0.0031 <0.01
4/12/10 <0.005 <0.003 0.1 23 <0.001 12 <2 <0.01 <0.01 0.2 186-R <0.001 3 26 <0.005 18 <0.1 1.8 <0.002 0.21 <0.005 30 205 0.0031 <0.01
8/17/10 <0.005 <0.003 <0.1 20 <0.001 13 <20-J <0.01 <0.01 0.22 2.9 <3 140-J <0.001 2.5 23 <0.005 18 <0.1 1.9 <0.002 <0.46-R <0.005 29 210 0.0028 0.0088
10/18/10 <0.005 <0.003 <0.1 22 <0.001 13 <2 <0.01 <0.01 0.21 3.2 <3 140 <0.001 2.7 24 <0.005 18 1.9 <0.002 0.25 <0.005 30 210 0.003 <0.0075
1/24/11 <0.005 <0.003 <0.1 21 <0.001 13 <2 <0.01 <0.01 0.22 4 <3 140 <0.001 2.5 23 <0.005 16 <0.1 1.8 <0.002 0.25 <0.005 27 200 0.0028 0.022
4/11/11 <0.005 <0.003 <0.1 21 <0.001 14 <2 <0.01 <0.01 <0.2 3.4 <3 130 <0.001 2.1 25 <0.005 17 <0.1 2.1 <0.002 0.47 <0.005 34 230 0.0034 0.016
7/25/11 <0.005 <0.003 <0.1 21 <0.001 14 <4 <0.01 <0.01 <0.2 5.6 3.43 140 <0.001 2.5 25 <0.005 17 <0.1 1.9 <0.002 0.24 0.0075 30 220 0.0032 0.014
10/17/11 <0.005 <0.003 0.1 21 <0.001 14 <2 <0.01 <0.01 <0.2 3.1 <3 130 <0.001 2.2 25 <0.005 16 <0.1 2.2 <0.002 <0.2 <0.005 33 220 0.0037 0.019
2/13/12 <0.005 <0.003 <0.1 20 <0.001 13 <2 <0.01 <0.01 <0.2 3.7 <3 140 <0.001 2.1 22 <0.005 15 <0.1 1.9 <0.002 0.25 <0.005 29 210 0.0029 0.0051
4/30/12 <0.005 <0.003 <0.1 21 <0.001 13 <2 <0.01 <0.01 0.2 3.9 <3 140 <0.001 2.1 24 <0.005 17 <0.1 1.9 <0.002 0.26-J <0.005 28 210 0.003 0.0039
7/23/12 <0.005 <0.003 0.1 21 <0.001 14 <4 <0.01 <0.01 0.22 4 <3 140 <0.001 2.1 24 <0.005 17 <0.1 2 <0.002 0.27 0.0054 30 210 0.0028 0.0038
10/1/12 <0.005 <0.003 <0.1 20 <0.001 13 <2 <0.01 <0.01 0.21 4.4 <3 130 <0.001 2.1 23 <0.005 16 <0.1 1.8 <0.002 0.24 <0.005 29 210 0.0027 0.003
2/19/13 <0.005 <0.003 0.1 22 <0.001 13 <8 <0.01 <0.01 0.23 7.1 5.14 140 <0.001 2.4 25 <0.005 17 <0.1 1.9 <0.002 0.21 <0.005 30 210 0.0029 0.0023
5/13/13 <0.005 <0.003 0.1 22 <0.001 15 <2 <0.01 <0.01 0.26 3.6 <3 130 <0.001 2.8 24 <0.005 16 <0.1 2.2 <0.002 0.24 <0.005 33 230 0.0026 0.0025
7/15/13 <0.005 <0.003 0.1 21 <0.001 14 <2 <0.01 <0.01 <0.2 5.1 3.14 130 <0.001 2.4 25 <0.005 16 <0.1 2.1 <0.002 0.26 0.0057 30 220 0.0029 <0.01
7/15/13 4 <3 <0.005 0.0032
11/4/13 <0.005 <0.003 <0.1 19 <0.001 14 <2 <0.01 <0.01 <0.2 3.6 <3 140 <0.001 2 23 <0.005 16 <0.1 1.8 <0.002 0.34 0.0059 30 220 0.0027 <0.01
2/24/14 <0.005 <0.003 0.11 20 <0.001 14 <2 <0.01 <0.01 <0.2 4.3 <3 130 <0.001 2.3 23 <0.005 18 <0.1 2 <0.002 0.27 <0.005 31 200 0.0028 <0.0052
4/29/14 <0.005 <0.003 0.11 21 <0.001 13 <2 <0.01 <0.01 <0.2 3.6 <3 130 <0.001 2.4 25 <0.005 17 <0.1 2 <0.002 <0.2 <0.005 30 210 0.003 <0.0015
7/21/14 <0.005 <0.003 <0.1 21 <0.001 14 <2 <0.01 <0.01 <0.2 4.9 <3 130 <0.001 2.4 24 <0.005 16 <0.1 1.9 <0.002 0.33 <0.005 30 220 0.003 0.0019
10/27/14 <0.005 <0.003 <0.1 20 <0.001 15 <2 <0.01 <0.01 <0.2 4.9 <3 130 <0.001 2.3 23 <0.005 15 0.13 2.1 <0.002 0.28 0.0078 33 220 0.0031 <0.0015
2/23/15 <0.005 <0.003-R <0.1 21 <0.001 15 <2 <0.01 <0.01 <0.2 4.2 <3 130 <0.001 2 25 <0.005 16 0.45 2 <0.002 0.31 0.0079 33 210 0.0032 <0.01
<0.003
5/11/15 <0.005 <0.003 0.1 21 <0.001 14 <2 <0.01 <0.01 <0.2 4.1 <3 130 <0.001 2.4 25 <0.005 16 <0.1 1.7 <0.002 0.26 <0.005 32 210 0.0034 <0.01
8/10/15 <0.005 <0.003 <0.1 21 <0.001 14 <2 <0.01 <0.01 <0.2 3.7 <3 130 <0.001 2.5 24 <0.005 17 <0.1 2.1 <0.002 0.26 <0.005 30 210 0.0033 <0.01
10/19/15 <0.005 <0.003 <0.1 21 <0.001 16 <8 <0.01 <0.01 <0.2 6.3 4.19 130 <0.001 2.2 23 <0.005 18 0.18 2.1 <0.002 0.25 <0.005 35 210 0.0031 <0.01
3/7/16 <0.005 <0.003 0.1 22 <0.001 13 <2 <0.01 <0.01 <0.2 4.1 <3 140 <0.001 2.4 24 <0.005 17 <0.1 2 <0.002 0.284 <0.005 29 180 0.003 <0.01
4/29/16 <0.005 <0.003 <0.1 21 <0.001 14 <8 <0.01 <0.01 <0.2 4.2 <3 130 <0.001 2.4 24 <0.005 16 <0.1 2 <0.002 0.33 <0.005 31 230 0.0032 <0.01
8/4/16 <0.005 <0.003 <0.1 22 <0.001 15 <2 <0.01 <0.01 <0.2 4.3 <3 140 <0.001 2.6 23 <0.005 16 <0.1-R 0.04-R 0.0062 0.29 <0.005 34 220 0.0031 <0.01
9/27/16 <0.1 1.7 0.0082
10/19/16 <0.005 <0.003 <0.1 23 <0.001 15 4 <0.01 <0.01 0.2 5.8 4.2 151 <0.001 2 25 <0.005 19 <0.1 2.1 0.005 <0.2 <0.005 31 230 0.0024 <0.01
2/14/17 <0.005 <0.003 <0.1 23 <0.001 16 <2 <0.01 <0.01 0.2 5.1 3.2 137 <0.001 3 27 <0.005 17 <0.1 2.5 0.008 <0.2 <0.005 37 220 0.0028 <0.01
5/2/17 <0.005 <0.003 <0.1 23 <0.001 16 <2 <0.01 <0.01 0.2 5.3 3.4 135 <0.001 3 25 <0.005 17 <0.1 2.4 0.006 1.2 <0.005 37 240 0.0029 <0.01
7/17/17 <0.005 <0.003 <0.1 21 <0.001 13 3 <0.01 <0.01 0.2 5.7 3.7 134 <0.001 2 23 <0.005 16 <0.1 2 0.007 <0.2 <0.005 30 250 0.0029 <0.01
10/31/17 <0.005 <0.003 <0.1 21 <0.001 16 <2 <0.01 <0.01 0.2 4.8 3.1 145 <0.001 2 24 <0.005 18 <0.1 2.3 0.005 <0.2 <0.005 36 250 0.0025 <0.01
2/19/18 <0.005 <0.003 <0.1 21 <0.001 13 <2 <0.01 <0.01 0.2 5.7 4.3 140 <0.001 2 22 <0.005 16 <0.1 1.9 <0.002 1.4 <0.005 27 200 0.0022 <0.01
RM2R
Shootaring Canyon Uranium Facility
Date Ag (mg/L)
As
(mg/L)
Ba
(mg/L)
Ca
(mg/L)Cd (mg/L)
Cl
(mg/L)
CO3
(mg/L)
Cr
(mg/L)
Cu
(mg/L)
F
(mg/L)
Gross
Alpha
(pCi/L)
Calculated
Adjusted
Gross
Alpha
(pCi/L)
HCO3
(mg/L)Hg (mg/L)
K
(mg/L)
Mg
(mg/L)
Mo
(mg/L)
Na
(mg/L)
NH3 as N
(mg/L)
NO3+NO2
as N
(mg/L)
Pb
(mg/L)
Ra-226
(pCi/L)
Se
(mg/L)
SO4
(mg/L)
TDS
(mg/L)
Unat
(mg/L)
Zn
(mg/L)
4/23/18 <0.005 <0.003 <0.1 22 <0.001 13 2 <0.01 <0.01 0.2 4.1 2.5 143 <0.001 2 22 <0.005 19 <0.1 1.8 <0.002 0.7 <0.005 29 200 0.0023 <0.01
7/9/18 <0.005 <0.003 <0.1 21 <0.001 13 <2 <0.01 <0.01 0.2 5.3 3.5 141 <0.001 2 23 <0.005 16 <0.1 1.8 <0.002 0.5-J <0.005 28 220 0.0027 <0.01
10/8/18 <0.005 <0.003 <0.1 21 <0.001 13 <2 <0.01 <0.01 0.2 5.5 3.7 142 <0.001 2 21 <0.005 20 <0.1 1.8 <0.002 0.3 <0.005 28 210 0.0027 <0.01
1/25/19 <0.005 <0.003 <0.1 19 <0.001 12 3 <0.01 <0.01 0.2 4 2.8 138 <0.001 2 21 <0.005 19 <0.1 1.7 <0.002 1.1 <0.005 24 220 0.0026 <0.01
4/28/19 <0.005 <0.003 <0.1 20 <0.001 11 3 <0.01 <0.01 0.2 5.1 3.3 138 <0.001 3 21 <0.005 17 <0.1 1.7 <0.002 <0.2 <0.005 23 210 0.0027 <0.01
7/28/19 <0.01 <0.003 <0.1 19 <0.001 12 4 <0.01 <0.01 0.2 2.6 <2 135 <0.0002 2 23 <0.01 16 <0.1 1.6 <0.002 0.2 <0.01 24 210 0.0026 <0.01
11/4/19 <0.005 <0.003 <0.1 19 <0.001 11 <2 <0.01 <0.01 0.2 4.5 2.7 142 <0.0002 2 21 <0.005 18 <0.1 1.6 <0.002 0.6 <0.005 24 240 0.0026 <0.01
2/16/20 <0.005 <0.003 <0.1 19 <0.001 11 <2 <0.01 <0.01 0.2 5.8 4.3 138 <0.0002 3 21 <0.005 16 <0.1 1.6 <0.002 0.5 <0.005 23 220 0.0022 <0.01
5/24/20 <0.005 <0.003 <0.1 20 <0.001 11 <2 <0.01 <0.01 0.2 2.9 <2 139 <0.0002 2 23 <0.005 16 0.1 1.7 <0.002 0.4 <0.005 22 210 0.0021 <0.01
7/6/20 <0.005 <0.003 0.1 21 <0.001 12 <2 <0.01 <0.01 0.2 5.4 3.1 139 <0.0002 <2 24 <0.005 18 <0.1 1.7 <0.002 0.3 <0.005 25 210 0.0034 <0.01
10/5/20 <0.005 <0.003 <0.1 19 <0.001 12 2 <0.01 <0.01 0.2 5.8 4.1 136 <0.0002 3 22 <0.005 16 <0.1 1.7 <0.002 0.3 <0.005 23 220 0.0025 <0.01
1/22/21 <0.005 <0.003 <0.1 20 <0.001 11 <2 <0.01 <0.01 0.2 3.7 2.1 141 <0.0002 2 22 <0.005 16 <0.1 1.6 <0.002 0.4 <0.005 23 210 0.0025 <0.01
4/1/21 <0.005 <0.003 <0.1 19 <0.001 11 <2 <0.01 <0.01 0.2 4.6 3 138 <0.0002 2 23 <0.005 17 <0.1 1.6 <0.002 0.8 <0.005 22 200 0.0025 <0.01
7/9/21 <0.005 <0.003 <0.1 20 <0.001 11 3 <0.01 <0.01 0.2 3.5 <2 137 <0.0002 3 23 <0.005 17 <0.1 1.4 <0.002 0.2 <0.005 22 210 0.0028 <0.01
10/3/21 <0.005 <0.003 0.1 19 <0.001 11 <2 <0.01 <0.01 0.2 4.8 2.8 144 <0.0002 2 21 <0.005 17 <0.1 2 <0.002 1.1 <0.005 22 200 0.0029 <0.01
2/5/22 <0.005 <0.003 <0.1 20 <0.001 10 2 <0.01 <0.01 0.2 4.2 2.7 144 <0.0002 2 21 <0.005 15 <0.1 1.6 <0.002 0.3 <0.005 20 200 0.0023 <0.01
4/2/22 <0.005 <0.003 <0.1 18 <0.001 11 2 <0.01 <0.01 0.2 5.9 4.1 145 <0.0002 2 22 <0.005 17 <0.1 1.7 <0.002 0.7 <0.005 21 200 0.0027 <0.01
7/8/22 <0.005 <0.003 <0.1 20 <0.001 11 2-J <0.01 <0.01 0.2 3.3-J <2-J 144 <0.0002 2 22 <0.005 16 <0.1 1.6 <0.002 <0.2 <0.005 21 200 0.0023 <0.01
10/24/22 <0.005 <0.003 <0.1 20 <0.001 11 2 <0.01 <0.01 0.2 4.9 3.1 139 <0.0002 2 21 <0.005 16 <0.1 1.6 <0.002 0.3 <0.005 20 210 0.0026 <0.01
3/10/23 <0.005 <0.003 <0.1 20 <0.001 11 <2 <0.01 <0.01 0.2 5.8 3.9 136 <0.0002 2 24 <0.005 16 <0.1 1.8 <0.002 0.4 <0.005 22 210 0.0028 <0.01
4/22/23 <0.005 <0.003 0.1 19 <0.001 10 4 <0.01 <0.01 0.2 3.4 <2 134 <0.0002 2 22 <0.005 17 <0.1 1.8 <0.002 0.4 <0.005 20 200 0.0028 <0.01
RM7
Shootaring Canyon Uranium Facility
Date Ag (mg/L)
As
(mg/L)
Ba
(mg/L)
Ca
(mg/L)Cd (mg/L)Cl (mg/L)
CO3
(mg/L)Cr (mg/L)
Cu
(mg/L)F (mg/L)
Gross
Alpha
(pCi/L)
Calculated
Adjusted
Gross Alpha
(pCi/L)
HCO3
(mg/L)Hg (mg/L)
K
(mg/L)
Mg
(mg/L)
Mo
(mg/L)
Na
(mg/L)
NH3 as N
(mg/L)
NO3+NO2
as N (mg/L)Pb (mg/L)
Ra-226
(pCi/L)
Se
(mg/L)
SO4
(mg/L)
TDS
(mg/L)
Unat
(mg/L)
Zn
(mg/L)
4/26/03 <0.005 <0.003 0.1 <0.001 6 <0.01 <0.01 0.2 <0.001 <0.005 0.1 1.4 <0.002 <0.005 26.4 171 0.0032 <0.01
11/30/03 <0.005 <0.003 0.1 <0.001 6.3 <0.01 <0.01 0.2 <0.001 <0.005 <0.1 1.7 <0.002 <0.005 23 225 0.0033 0.01
3/23/04 <0.005 <0.003 0.1 22.2 <0.001 5.6 <2 <0.01 <0.01 0.2 188 <0.001 2.4 24.3 <0.005 21.3 <0.1 1.48 <0.002 <0.2 <0.005 24.2 212 0.0036 <0.01
9/21/04 <0.005 <0.003 0.1 21 <0.001 5 <2 <0.01 <0.01 0.2 180 <0.001 1.9 23.4 <0.005 18.5 <0.1 1.35 <0.002 0.5 <0.005 23 204 0.0027 <0.01
11/7/04 <0.005 <0.003 0.1 22.1 <0.001 4 <2 <0.01 <0.01 0.2 190 <0.001 2.5 25.2 <0.005 21.3 <0.1 1.3 <0.002 <0.2 <0.005 22 189 0.0029 <0.01
3/20/05 <0.005 <0.003 0.1 20.9 <0.001 6 <2 <0.01 <0.01 0.2 185 <0.001 2.1 24.1 <0.005 19.4 <0.1 1.4 <0.002 <0.2 <0.005 22 211 0.0029 <0.01
6/12/05 <0.005 <0.003 0.1 21.2 <0.001 6 <2 <0.01 <0.01 0.2 180 <0.001 1.6 24 <0.005 20.2 <0.1 1.5 <0.002 0.2 <0.005 23 188 0.0031 <0.01
9/11/05 <0.005 <0.003 0.1 20.6 <0.001 6 <2 <0.01 <0.01 0.2 189 <0.001 1.9 23.8 <0.005 20 <0.1 1.5 <0.002 <0.2 <0.005 23 170 0.0031 <0.01
12/12/05 <0.005 <0.003 0.1 19.9 <0.001 4 <2 <0.01 <0.01 0.2 186 <0.001 2.1 22.2 <0.005 19.3 <0.1 1.4 <0.002 <0.2 <0.005 23 215 0.0029 <0.01
3/11/06 <0.005 <0.003 0.1 21.3 <0.001 6 <2 <0.01 <0.01 0.2 186 <0.001 2.3 24.6 <0.005 20.1 <0.1 1.4 <0.002 <0.2 <0.005 24 180 0.0031 <0.01
6/11/06 <0.005 <0.003 0.1 18.4 <0.001 6 <2 <0.01 <0.01 0.2 173 <0.001 2.5 22.1 <0.005 18.1 <0.1 1.3 <0.002 <0.2 <0.005 30 178 0.003 <0.01
9/19/06 <0.005 <0.003 0.1 21.3 <0.001 4 <2 <0.01 <0.01 0.2 177 <0.001 2.2 24.4 <0.005 20.5 <0.1 1.4 <0.002 <0.2 <0.005 24 184 0.0032 <0.01
12/9/06 <0.005 <0.003 0.1 21.1 <0.001 6 <2 <0.01 <0.01 0.3 182 <0.001 2.4 24.4 <0.005 20.8 <0.1 1.4 <0.002 <0.2 <0.005 24 194 0.0033 <0.01
3/12/07 <0.005 <0.003 0.1 21.4 <0.001 5 <2 <0.01 <0.01 0.2 5.8 3.70 185 <0.001 2.5 25.3 <0.005 21 <0.1 1.4 <0.002 <0.2 <0.005 24 178 0.0031 <0.01
6/24/07 <0.005 <0.003 0.1 21 <0.001 3 <2 <0.01 <0.01 0.3 5.3 3.20 189 <0.001 2.4 24.8 <0.005 19.7 <0.1 1.5 <0.002 <0.2 <0.005 24 188 0.0031 <0.01
9/1/07 <0.005 <0.003 0.1 19.7 <0.001 6 <2 <0.01 <0.01 0.3 4.9 <3 184 <0.001 2.5 22.8 <0.005 19.8 <0.1 1.6 <0.002 <0.2 <0.005 25 180 0.003 <0.01
12/3/07 <0.005 <0.003 0.1 19 <0.001 5 <2 <0.01 <0.01 0.2 5.7 3.53 183 <0.001 2.3 21.5 <0.005 18.3 <0.1 1.4 <0.002 0.5 <0.005 25 185 0.0032 <0.01
3/25/08 <0.005 <0.003 0.1-J 21.3 <0.001 5 <2 <0.01 <0.01 0.2 189 <0.001 2.4 24.4 <0.005 21.2 <0.1 1.5 <0.002 <0.2 <0.005 26 110-R 0.0034 <0.01
6/29/08 <0.005-J <0.003 0.1-J 21 <0.001 6 <2 <0.01 <0.01 0.2 6.6 4.16 183 <0.001 3 24 <0.005 22 <0.1 1.43-J <0.002 <0.2 <0.005 24 181 0.0036-J <0.01
9/23/08 <0.005 <0.003 0.1 22.6 <0.001 6 <2 <0.01 <0.01 0.2 182 <0.001 2.2 24.8 <0.005 19.4 <0.1 1.49-J <0.002 <0.2 <0.005 25 192 0.0032 <0.01
12/16/08 <0.005 <0.003 0.1-J 21.9 <0.001 7 <2 <0.01 <0.01 0.2 182 <0.001 2.3 24.4 <0.005 19 <0.1 1.7 <0.002 <0.2-J <0.005 22 200 0.0037 <0.01
2/8/09 <0.005 <0.003 0.1 21-J <0.001 6 <2 <0.01 <0.01 0.2 179 <0.001 2 22-J <0.005 20-J <0.1 1.4 <0.002 <0.2 <0.005 25 186 0.0037 <0.01
4/12/09 <0.005 <0.003 0.1 19 <0.001 5 <2 <0.01 <0.01 0.2 186 <0.001 2-J 21 <0.005 19-J <0.1 1.4 <0.002 <0.2 <0.005 23 202 0.0032 <0.01
8/24/09 <0.005 <0.003 0.1 20 <0.001 5 5 <0.01 <0.01 0.2 182-J <0.001 2 22 <0.005 18 <0.1 1.4 <0.002 0.3 <0.005 26 190 0.0033 <0.01
10/18/09 <0.005 <0.003 0.1 20 <0.001 7 <2 <0.01 <0.01 0.2 194-J <0.001 2 21 <0.005 18 <0.1 1.4 <0.002 <0.2 <0.005 22 182 0.0029 <0.01
2/1/10 <0.005-R <0.003-R 0.1-R 21-R <0.001-R 5-R <2-R <0.01-R <0.01-R 0.2-R 199-R <0.001-R 2-R 22-R <0.005-R 20-R <0.1-R 1.4-R <0.002-R 0.2 <0.005-R 23-R 126-R 0.003-R <0.01-R
3/22/10 <0.005 <0.003 0.1 20 <0.001 6 <2 <0.01 <0.01 0.2 199-J <0.001 2 22 <0.005 19 <0.1 1.4 <0.002 <0.005 22 190 0.0029 <0.01
4/12/10 <0.005 <0.003 0.1 22 <0.001 6 <2 <0.01 <0.01 0.2 202-R <0.001 2 24 <0.005 20 <0.1 1.5 <0.002 <0.2 <0.005 22 205 0.003 <0.01
8/17/10 <0.005 <0.003 0.1 19 <0.001 5.6 <20-J <0.01 <0.01 0.23 3.1 <3 160-J <0.001 2.1 22 <0.005 20 <0.1 1.5 <0.002 <0.2-R <0.005 21 190 0.0027 <0.01
10/18/10 <0.005 <0.003 0.1 20 <0.001 5.7 <2 <0.01 <0.01 0.22 4.6 <3 150 <0.001 2.4 22 <0.005 20 1.5 <0.002 0.207 <0.005 22 190 0.0037 <0.01
1/24/11 <0.005 <0.003 0.11 20 <0.001 6.1 <2 <0.01 <0.01 0.22 5.6 3.70 150 <0.001 2.3 22 <0.005 18 <0.1 1.4 <0.002 0.28 <0.005 21 200 0.0028 <0.01
4/11/11 <0.005 <0.003 0.11 20 <0.001 5.8 <2 <0.01 <0.01 0.21 4.1 <3 150 <0.001 2 23 <0.005 18 <0.1 1.5 <0.002 0.35 <0.005 22 200 0.0031 <0.01
7/25/11 <0.005 <0.003 0.11 20 <0.001 6 <4 <0.01 <0.01 <0.2 3.8 <3 150 <0.001 2.4 23 <0.005 18 <0.1 1.3 <0.002 0.22 <0.005 21 210 0.0029 <0.01
10/17/11 <0.005 <0.003 0.11 20 <0.001 6 <2 <0.01 <0.01 0.21 5.1 <3 150 <0.001 2.2 23 <0.005 18 <0.1 1.5 <0.002 0.26 0.0055 22 190 0.0034 <0.01
2/13/12 <0.005 0.049 0.1 19 <0.001 6.1 <2 <0.01 <0.01 0.2 5 <3 150 <0.001 2.2 21 <0.005 17 <0.1 1.5 <0.002 0.215 0.0057 22 200 0.0038 <0.01
4/30/12 <0.005 <0.003-R 0.1 20 <0.001 5.8 <2 <0.01 <0.01 0.21 5.1 <3 150 <0.001 2.1 22 <0.005 19 <0.1 1.5 <0.002 0.26-J <0.005 21 200 0.004 <0.01
7/23/12 <0.005 <0.003 0.11 20 <0.001 6.2 <4 <0.01 <0.01 0.26 4.9 <3 150 <0.001 2.1 22 <0.005 19 <0.1 1.5 <0.002 0.35 <0.005 22 180 0.0038 <0.01
10/1/12 <0.005 <0.003 0.1 19 <0.001 6.3 <2 <0.01 <0.01 0.23 3 <3 150 <0.001 2.1 21 <0.005 18 <0.1 1.4 <0.002 0.24 <0.005 23 210 0.0036 <0.01
2/19/13 <0.005 <0.003 0.11 20 <0.001 5.9 <8 <0.01 <0.01 0.23 7.1 4.60 150 <0.001 2.3 23 <0.005 19 <0.1 1.5 <0.002 0.213 <0.005 23 200 0.0037 0.018
5/13/13 <0.005 <0.003 0.11 21 <0.001 7.2 <2 <0.01 <0.01 0.28 5.2 <3 150 <0.001 2.7 22 <0.005 19 <0.1 1.7 <0.002 0.222 <0.005 24 200 0.0036 <0.01
7/15/13 <0.005 <0.003 0.11 20 <0.001 6.3 <2 <0.01 <0.01 0.21 5.7 3.20 150 <0.001 2.5 23 <0.005 18 <0.1 1.6 <0.002 0.3 <0.005 21 200 0.0037 <0.01
11/4/13 <0.005 <0.003 0.11 19 <0.001 6.3 <2 <0.01 <0.01 0.21 5.9 3.19 150 <0.001 2.2 22 <0.005 19 <0.1 1.4 <0.002 0.33 <0.005 22 210 0.004 0.01
2/24/14 <0.005 <0.003 0.11 20 <0.001 6.5 <2 <0.01 <0.01 0.2 3.9 <3 150 <0.001 2.4 21 <0.005 21 <0.1 1.7 <0.002 0.29 <0.005 23 200 0.0038 <0.01
4/28/14 <0.005 <0.003 0.11 20 <0.001 6.1 <2 <0.01 <0.01 0.21 5.4 <3 150 <0.001 2.6 22 <0.005 20 <0.1 1.5 <0.002 <0.2 <0.005 22 200 0.0047 0.013
4/28/14 <0.005 <0.003 0.11 21 <0.001 5.4 <2 <0.01 <0.01 <0.2 4.6 <3 150 <0.001 2.7 22 <0.005 20 <0.1 1.5 <0.002 0.24 <0.005 19 200 0.0044 <0.01
4/28/14 <0.005 <0.003 0.11 20 <0.001 5.7 <2 <0.01 <0.01 0.2 5 <3 150 <0.001 2.7 23 <0.005 20 <0.1 1.5 <0.002 0.24 <0.005 20 200 0.0044 <0.01
7/21/14 <0.005 <0.003 0.1 20 <0.001 6.4 <2 <0.01 <0.01 0.2 4.5 <3 150 <0.001 2.5 22 <0.005 19 <0.1 1.4 <0.002 <0.2 <0.005 22 220 0.0039 0.01
10/27/14 <0.005 <0.003 0.11 20 <0.001 6.3 <2 <0.01 <0.01 0.2 4.6 <3 150 <0.001 2.4 21 <0.005 17 <0.1 1.5 <0.002 0.22 <0.005 22 200 0.0039 0.018
2/23/15 <0.005 <0.003-R 0.11 20 <0.001 6.1 <2 <0.01 <0.01 <0.2 6 3.76 150 <0.001 2 22 <0.005 17 <0.1 1.4 <0.002 0.27 <0.005 21 200 0.0033 0.011
2/23/15 <0.003
5/11/15 <0.005 <0.003 0.11 20 <0.001 6.3 <2 <0.01 <0.01 <0.2 4.8 <3 150 <0.001 2.4 22 <0.005 19 <0.1 1.5 <0.002 0.27 <0.005 22 200 0.0035 0.013
8/10/15 <0.005 <0.003 0.11 20 <0.001 6.3 <2 <0.01 <0.01 <0.2 4 <3 150 <0.001 2.5 22 <0.005 19 <0.1 1.5 <0.002 0.26 <0.005 22 210 0.0038 0.023
10/19/15 <0.005 <0.003 0.10 20 <0.001 6.7 <8 <0.01 <0.01 0.2 6.2 3.68 150 <0.001 2.2 20 <0.005 20 <0.1 1.4 <0.002 0.24 <0.005 23 180 0.0037 <0.01
3/7/16 <0.005 <0.003 0.11 21 <0.001 6.4 <2 <0.01 <0.01 0.2 5.8 3.28 150 <0.001 2.4 22 <0.005 20 <0.1 1.4 <0.002 0.248 <0.005 23 20-R 0.0037 0.034
3/7/16 220
4/29/16 <0.005 <0.003 0.11 20 <0.001 6.4 <8 <0.01 <0.01 <0.2 4.1 <3 190 <0.001 2.4 22 <0.005 19 <0.1 1.5 <0.002 0.22 <0.005 23 210 0.0033 0.022
8/4/16 <0.005 <0.003 0.11 20 <0.001 6.2 <2 <0.01 <0.01 0.2 2.7 <3 150 <0.001 2.6 22 <0.005 19 <0.1-R 1.5 <0.002 0.25 <0.005 22 190 0.0032 0.018
9/27/16 <0.1
10/18/16 <0.005 <0.003 <0.1 19 <0.001 5 4 <0.01 <0.01 0.2 5.1 3.4 148 <0.001 2 22 <0.005 19 <0.1 1.6 <0.002 0.5 <0.005 19 210 0.0025 <0.01
2/15/17 <0.005 <0.003 <0.1 19 <0.001 6 <2 <0.01 <0.01 0.2 6.2 4.6 148 <0.001 2 22 <0.005 18 <0.1 1.5 <0.002 0.3 <0.005 20 190 0.0024 <0.01
5/2/17 <0.005 <0.003 <0.1 19 <0.001 5 <2 <0.01 <0.01 0.2 5.2 3.7 151 <0.001 2 21 <0.005 18 <0.1 1.4 <0.002 0.3 <0.005 19 210 0.0022 <0.01
7/17/17 <0.005 <0.003 <0.1 19 <0.001 5 4 <0.01 <0.01 0.2 7 5 167 <0.001 2 20 <0.005 20 <0.1 1.4 <0.002 0.4 <0.005 19 220 0.0029 <0.01
10/30/17 <0.005 <0.003 <0.1 18 <0.001 5 3 <0.01 <0.01 0.2 5.5 3.3 155 <0.001 2 20 <0.005 20 <0.1 1.5 <0.002 <0.2 <0.005 19 210 0.0032 <0.01
2/19/18 <0.005 <0.003 <0.1 17 <0.001 6 2 <0.01 <0.01 0.2 7.6 5.3 150 <0.001 2 20 <0.005 21 <0.1 1.5 <0.002 0.7 <0.005 20 200 0.0035 <0.01
4/24/18 <0.005 <0.003 <0.1 18 <0.001 6 4 <0.01 <0.01 0.2 <2 <2 147 <0.001 2 19 <0.005 21 <0.1 1.4 <0.002 0.5 <0.005 20 190 0.0023 <0.01
RM7
Shootaring Canyon Uranium Facility
Date Ag (mg/L)
As
(mg/L)
Ba
(mg/L)
Ca
(mg/L)Cd (mg/L)Cl (mg/L)
CO3
(mg/L)Cr (mg/L)
Cu
(mg/L)F (mg/L)
Gross
Alpha
(pCi/L)
Calculated
Adjusted
Gross Alpha
(pCi/L)
HCO3
(mg/L)Hg (mg/L)
K
(mg/L)
Mg
(mg/L)
Mo
(mg/L)
Na
(mg/L)
NH3 as N
(mg/L)
NO3+NO2
as N (mg/L)Pb (mg/L)
Ra-226
(pCi/L)
Se
(mg/L)
SO4
(mg/L)
TDS
(mg/L)
Unat
(mg/L)
Zn
(mg/L)
7/9/18 <0.005 <0.003 0.1 19 <0.001 5 4 <0.01 <0.01 0.2 3.7 <3 148 <0.001 2 21 <0.005 18 <0.1 1.4 <0.002 0.5-J <0.005 19 200 0.0032 0.02
10/8/18 <0.005 <0.003 <0.1 19 <0.001 6 4 <0.01 <0.01 0.2 5 3.2 156 <0.001 2 20 <0.005 23 <0.1 1.4 <0.002 0.3 <0.005 20 190 0.0026 <0.01
1/26/19 <0.005 <0.003 <0.1 18 <0.001 5 4 <0.01 <0.01 0.2 5 3.9 152 <0.001 3 20 <0.005 22 <0.1 1.4 <0.002 1.9 <0.005 19 200 0.0022 <0.01
4/28/19 <0.005 <0.003 <0.1 18 <0.001 5 5 <0.01 <0.01 0.2 4 2.3 152 <0.001 3 21 <0.005 19 <0.1 1.3 <0.002 0.2 <0.005 18 210 0.0025 <0.01
7/28/19 <0.01 <0.003 <0.1 18 <0.001 6 5 <0.01 <0.01 0.2 4.3 2.7 150 <0.0002 2 22 <0.01 18 <0.1 1.3 <0.002 <0.2 <0.01 19 210 0.0024 <0.01
11/3/19 <0.005 <0.003 <0.1 18 <0.001 5 <2 <0.01 <0.01 0.2 <4 <2 156 <0.0002 2 20 <0.005 20 <0.1 1.3 <0.002 0.3 <0.005 19 220 0.0025 <0.01
2/16/20 <0.005 <0.003 <0.1 18 <0.001 6 <2 <0.01 <0.01 0.2 6.1 4.4 150 <0.0002 3 20 <0.005 18 <0.1 1.3 <0.002 0.3 <0.005 20 210 0.0024 <0.01
5/24/20 <0.005 <0.003 <0.1 19 <0.001 6 <2 <0.01 <0.01 0.2 5.4 3.8 153 <0.0002 2 22 <0.005 19 0.1 1.3 <0.002 0.4 <0.005 19 210 0.0024 <0.01
7/7/20 <0.005 <0.003 0.1 21 <0.001 6 <2 <0.01 <0.01 0.2 6.1 3.9 153 <0.0002 2 23 <0.005 21 <0.1 1.4 <0.002 <0.2 <0.005 20 210 0.0032 <0.01
10/5/20 <0.005 <0.003 <0.1 20 <0.001 7 <2 <0.01 <0.01 0.2 5.3 3.5 153 <0.0002 3 22 <0.005 19 <0.1 1.4 <0.002 0.3 <0.005 20 200 0.0026 <0.01
1/22/21 <0.005 <0.003 0.1 18 <0.001 6 <2 <0.01 <0.01 0.2 3.5 <2 156 <0.0002 2 20 <0.005 19 <0.1 1.3 <0.002 0.3 <0.005 19 200 0.0028 <0.01
4/1/21 <0.005 <0.003 0.1 18 <0.001 6 <2 <0.01 <0.01 0.2 5.5 3.6 154 <0.0002 2 22 <0.005 19 <0.1 1.4 <0.002 0.8 <0.005 19 200 0.0028 <0.01
7/9/21 <0.005 <0.003 0.1 19 <0.001 5 3 <0.01 <0.01 0.2 3.9 <2 151 <0.0002 3 23 <0.005 20 <0.1 <0.1 <0.002 <0.2 <0.005 20 210 0.0028 <0.01
10/3/21 <0.005 <0.003 <0.1 19 <0.001 6 <2 <0.01 <0.01 0.2 5.8 4 159 <0.0002 3 21 <0.005 19 <0.1 1.5 <0.002 0.9 <0.005 20 200 0.0026 <0.01
2/5/22 <0.005 <0.003 0.1 20 <0.001 5 <2 <0.01 <0.01 0.2 5.3 3.5 160 <0.0002 2 22 <0.005 18 <0.1 1.4 <0.002 <0.2 <0.005 18 200 0.0027 <0.01
4/2/22 <0.005 <0.003 0.1 18 <0.001 5 2 <0.01 <0.01 0.2 3.5 <2 162 <0.0002 2 22 <0.005 19 <0.1 1.5 <0.002 0.5 <0.005 18 200 0.0029 <0.01
7/9/22 <0.005 <0.003 <0.1 20 <0.001 6 3-J <0.01 <0.01 0.2 <5-J 2.5-J 161 <0.0002 2 22 <0.005 19 <0.1 1.4 <0.002 <0.2 <0.005 19 270 0.0024 <0.01
10/16/22 <0.005 <0.003 <0.1 20 <0.001 6 <2 <0.01 <0.01 0.2 5.1 3.5 156 <0.0002 3 24 <0.005 21 <0.1 1.5 <0.002 1.1 <0.005 18 270 0.0024 <0.01
3/11/23 <0.005 <0.003 0.1 20 <0.001 5 <2 <0.01 <0.01 0.2 5.8 3.9 153 <0.0002 2 23 <0.005 18 <0.1 1.5 <0.002 0.5 <0.005 18 210 0.0028 <0.01
4/24/23 <0.005 <0.003 <0.1 19 <0.001 5 3 <0.01 <0.01 0.2 4 2.5 151 <0.0002 2 22 <0.005 19 <0.1 1.5 <0.002 0.3 <0.005 18 190 0.0023 <0.01
RM8
Shootaring Canyon Uranium Facility
Date Ag (mg/L)As (mg/L)
Ba
(mg/L)
Ca
(mg/L)Cd (mg/L)Cl (mg/L)
CO3
(mg/L)Cr (mg/L)
Cu
(mg/L)F (mg/L)
Gross
Alpha
(pCi/L)
Calculated
Adjusted
Gross Alpha
(pCi/L)
HCO3
(mg/L)Hg (mg/L)
K
(mg/L)
Mg
(mg/L)
Mo
(mg/L)
Na
(mg/L)
NH3 as N
(mg/L)
NO3+NO2
as N
(mg/L)Pb (mg/L)
Ra-226
(pCi/L)
Se
(mg/L)
SO4
(mg/L)
TDS
(mg/L)
Unat
(mg/L)
Zn
(mg/L)
4/26/03 <0.005 0.03 0.2 <0.001 14.6 <0.01 <0.01 0.7 <0.001 <0.005 <0.1 2.1 0.003 <0.005 60.2 328 0.0263 0.04
11/30/03 <0.005 0.031 0.2 <0.001 16.1 <0.01 <0.01 0.6 <0.001 <0.005 <0.1 2.1 <0.002 <0.005 60.5 383 0.0272 0.2
3/23/04 <0.005 0.029 0.2 12.1 <0.001 16 <2 <0.01 <0.01 0.6 246 <0.001 2.6 8.9 <0.005 110 <0.1 2.15 <0.002 <0.2 <0.005 56.1 354 0.0249 <0.01
9/21/04 <0.005 0.023 0.2 12 <0.001 16 <2 <0.01 <0.01 0.7 237 <0.001 2.1 8.6 <0.005 99.9 <0.1 1.91 <0.002 0.5 <0.005 65 358 0.0225 0.01
11/7/04 <0.005 0.022 0.2 13 <0.001 16 <2 <0.01 <0.01 0.8 260 <0.001 2.8 9.4 <0.005 113 <0.1 2.1 <0.002 <0.2 <0.005 65 348 0.0245 <0.01
3/21/05 <0.005 0.021 0.1 12.4 <0.001 17 <2 <0.01 <0.01 0.7 246 <0.001 2.4 9 <0.005 104 <0.1 2 <0.002 <0.2 <0.005 60 364 0.0236 <0.01
6/12/05 <0.005 0.025 0.1 11.9 <0.001 17 <2 <0.01 <0.01 0.5 236 <0.001 1.9 8.8 <0.005 107 <0.1 2.2 <0.002 <0.2 <0.005 58 342 0.0235 <0.01
9/11/05 <0.005 0.02 0.2 12 <0.001 19 <2 <0.01 <0.01 0.6 246 <0.001 2.2 8.9 <0.005 107 <0.1 2.2 <0.002 <0.2 <0.005 65 318 0.0253 <0.01
12/13/05 <0.005 0.026 0.1 11.3 <0.001 24 3 <0.01 <0.01 0.7 230 <0.001 2.6 8.4 <0.005 107 <0.1 2.1 <0.002 <0.2 <0.005 66 376 0.0231 <0.01
3/11/06 <0.005 0.027 0.2 14 <0.001 30 3 <0.01 <0.01 0.7 232 <0.001 2.8 10.1 <0.005 111 <0.1 2.1 <0.002 <0.2 <0.005 69 352 0.0232 <0.01
6/11/06 <0.005 0.025 0.2 11.7 <0.001 34 <2 <0.01 <0.01 0.6 215 <0.001 2.9 9.2 <0.005 116 <0.1 2.1 <0.002 <0.2 <0.005 67 352 0.0242 <0.01
9/20/06 <0.005 0.028 0.2 14.3 <0.001 39 <2 <0.01 <0.01 0.6 227 <0.001 2.8 10.6 <0.005 119 <0.1 2.2 <0.002 <0.2 <0.005 65 370 0.0263 <0.01
12/8/06 <0.005 0.025 0.2 13.6 <0.001 39 <2 <0.01 <0.01 0.8 227 <0.001 2.9 10.3 <0.005 116 <0.1 2.1 <0.002 <0.2 <0.005 63 376 0.0257 <0.01
3/11/07 <0.005 0.025 0.2 13.9 <0.001 35 <2 <0.01 <0.01 0.7 11.9 <3 237 <0.001 3.1 10.6 <0.005 117 <0.1 2.2 <0.002 <0.2 <0.005 59 360 0.0251 <0.01
6/24/07 <0.005 0.025 0.2 14.5 <0.001 42 <2 <0.01 <0.01 0.7 13.4 <3 237 <0.001 2.8 10.8 <0.005 117 <0.1 2.4 <0.002 0.4 <0.005 66 374 0.025 <0.01
9/1/07 <0.005 0.026 0.2 13.2 <0.001 43 <2 <0.01 <0.01 0.7 14.2 <3 238 <0.001 3.1 9.7 <0.005 120 <0.1 2.3 <0.002 <0.2 <0.005 69 372 0.024 <0.01
12/4/07 <0.005 0.026 <0.1 13.9 <0.001 44 <2 <0.01 <0.01 0.6 17.2 <3 235 <0.001 2.9 9.7 <0.005 121 <0.1 2.5 <0.002 <0.2 <0.005 67 380 0.0259 <0.01
3/26/08 <0.005 0.025 0.2-J 14.2 <0.001 44 <2 <0.01 <0.01 0.6 246 <0.001 3 10.8 <0.005 121 <0.1 2.2 <0.002 <0.2 <0.005 70 384-J 0.0245 <0.01
6/30/08 <0.005-J 0.024 0.2-J 15 <0.001 43 <2 <0.01 <0.01 0.7 28.1 11.11 242 <0.001 3 11 <0.005 124 <0.1 1.16-J <0.002 <0.2 <0.005 72 360 0.0251-J <0.01
9/24/08 <0.005 0.019 0.2 15.6 <0.001 45 1 <0.01 <0.01 0.6 233 <0.001 2.9 11.2 <0.005 128 <0.1 2.3-J <0.002 <0.2 <0.005 70 401 0.0251 <0.01
12/15/08 <0.005 0.024-J 0.2 15.7 <0.001 47 <2 <0.01 <0.01 0.6 233 <0.001 3 11 <0.005 126 <0.1 2.4 <0.002 <0.2 <0.005 69 410-J 0.0229 <0.01
2/9/09 <0.005 0.024 0.2 14-J <0.001 39 <2 <0.01 <0.01 0.7 236 <0.001 2 10-J <0.005 118-J <0.1 2.3 <0.002 <0.2 <0.005 74 404 0.024 <0.01
4/13/09 <0.005 0.024 0.2 14 <0.001 46 2 <0.01 <0.01 0.7 238 <0.001 3-J 10 <0.005 118-J <0.1 2.2 <0.002 <0.2 <0.005 69 405 0.0232 <0.01
8/24/09 <0.005 0.019 0.2 26 <0.001 41 <2 <0.01 <0.01 0.6 228-J <0.001 3 17 <0.005 112 <0.1 2.2 <0.002 0.38 0.013-J 144 444 0.0225 <0.01
10/18/09 <0.005 0.02 0.2 19 <0.001 48 <2 <0.01 <0.01 0.6 242-J <0.001 3 13 <0.005 118 <0.1 2.2 <0.002 <0.2 0.008 103 436 0.0232 <0.01
2/1/10 <0.005-R 0.024-R 0.2-R 18-R <0.001-R 42-R <2-R <0.01-R <0.01-R 0.6-R 254-R <0.001-R 3-R 12-R <0.005-R 130-R <0.1-R 2.2-R <0.002-R <0.2 0.006-R 91-R 342-R 0.0264-R <0.01-R
3/22/10 <0.005 0.023 0.2 20 <0.001 43 <2 <0.01 <0.01 0.6 245-J <0.001 3 14 <0.005 116 <0.1 2.1 <0.002 0.01 116 452 0.0246 <0.01
4/12/10 <0.005 0.02 0.1 21 <0.001 41 <2 <0.01 <0.01 0.6 250-R <0.001 3 14 <0.005 145 <0.1 2.2 <0.002 0.22 0.01 114 424 0.0234 <0.01
8/30/10 <0.005 0.018 0.14 25 <0.001 38 <20-J <0.01 <0.01 0.57 9.5 <3 180-J <0.001 4.5 18 <0.005 100 <0.1 1.9 <0.002 <0.2-R 0.015 140 460 0.022 0.018
10/18/10 <0.005 0.018 0.14 26 <0.001 37 <2 <0.01 <0.01 0.53 16.7 3.16 180 <0.001 4.5 17 <0.005 110 1.8 <0.002 <0.2 0.014 150 450 0.02 <0.01
1/24/11 <0.005 0.016 0.11 22 <0.001 39 <2 <0.01 <0.01 0.59 10.2 <3 180 <0.001 4.1 15 <0.005 110 <0.1 1.6 <0.002 <0.2 0.011 120 440 0.02 <0.01
4/11/11 <0.005 0.014 0.11 23 <0.001 32 <2 <0.01 <0.01 0.49 7.4 <3 170 <0.001 4 17 <0.005 98 <0.1 1.3 <0.002 <0.2 0.015 140 460 0.019 <0.01
7/25/11 <0.005 0.011 <0.1 28 <0.001 28 <4 <0.01 <0.01 0.36 6.5 <3 150 <0.001 4.6 21 <0.005 90 <0.1 1.5 <0.002 <0.2 0.016 160 450 0.017 <0.01
10/17/11 <0.005 0.014 <0.1 29 <0.001 29 <2 <0.01 <0.01 0.4 7.7 <3 160 <0.001 4.3 21 <0.005 83 <0.1 1.7 <0.002 <0.2 0.019 150 430 0.018 <0.01
2/13/12 <0.005 0.014 <0.1 28 <0.001 29 <2 <0.01 <0.01 0.42 9.9 <3 160 <0.001 4.2 19 <0.005 76 <0.1 1.6 <0.002 <0.2 0.014 140 420 0.016 <0.01
4/30/12 <0.005 0.013 <0.1 28 <0.001 26 <2 <0.01 <0.01 0.39 14.9 4.75 150 <0.001 3.9 19 <0.005 77 <0.1 1.6 <0.002 0.22-J 0.014 130 410 0.015 <0.01
7/23/12 <0.005 0.012 <0.1 31 <0.001 26 <4 <0.01 <0.01 0.43 7.1 <3 150 <0.001 3.7 20 <0.005 75 <0.1 1.7 <0.002 0.2 0.014 130 390 0.014 <0.01
10/1/12 <0.005 0.014 <0.1 27 <0.001 30 <2 <0.01 <0.01 0.43 6.8 <3 150 <0.001 3.7 18 <0.005 78 <0.1 1.7 <0.002 0.21 0.014 130 410 0.014 <0.01
2/19/13 <0.005 0.013 <0.1 30 <0.001 25 <8 <0.01 <0.01 0.43 14.2 4.72 150 <0.001 3.8 20 <0.005 72 <0.1 1.7 <0.002 0.2 0.014 130 390 0.014 <0.01
5/13/13 <0.005 0.011 <0.1 29 <0.001 30 <2 <0.01 <0.01 0.52 10.2 <3 140 <0.001 4 18 <0.005 67 <0.1 1.7 <0.002 <0.2 0.0074 130 390 0.013 <0.01
7/15/13 <0.005 0.012 0.11 27 <0.001 31 <2 <0.01 <0.01 0.45 13.2 3.72 150 <0.001 4.1 18 <0.005 80 <0.1 1.9 <0.002 0.23 0.011 110 400 0.014 <0.01
11/4/13 <0.005 0.017 0.1 25 <0.001 33 <2 <0.01 <0.01 0.44 10.1 <3 150 <0.001 3.4 17 <0.005 81 <0.1 1.7 <0.002 0.21 0.0074 110 390 0.014 <0.01
2/24/14 <0.005 0.016 0.11 27 <0.001 38 <2 <0.01 <0.01 0.45 8.8 <3 150 <0.001 3.3 17 <0.005 91 <0.1 1.8 <0.002 <0.2 0.008 120 390 0.014 0.02
4/28/14 <0.005 0.016 <0.1 26 <0.001 34 <2 <0.01 <0.01 0.41 11.4 <3 150 <0.001 3.9 18 <0.005 84 <0.1 1.7 <0.002 0.22 0.0059 110 400 0.014 0.022
7/22/14 <0.005 0.017 <0.1 26 <0.001 30 <2 <0.01 <0.01 0.38 11.2 <3 150 <0.001 3.9 18 <0.005 74 <0.1 1.7 <0.002 <0.2 0.009 110 390 0.015 0.017
10/27/14 <0.005 0.016 <0.1 27 <0.001 29 <2 <0.01 <0.01 0.36 9.1 <3 150 <0.001 3.9 17 <0.005 77 <0.1 1.7 <0.002 <0.2 0.008 110 370 0.015 <0.01
2/23/15 <0.005 0.014-R <0.1 26 <0.001 28 <2 <0.01 <0.01 0.35 8.6 <3 140 <0.001 3.4 17 <0.005 76 0.22 1.6 <0.002 <0.2 <0.005 110 370 0.013 <0.01
2/23/15 0.015
5/11/15 <0.005 0.016 <0.1 25 <0.001 34 <2 <0.01 <0.01 0.41 9.2 <3 150 <0.001 3.9 17 <0.005 81 <0.1 1.7 <0.002 0.224 0.0083 110 390 0.015 <0.01
8/10/15 <0.005 0.016 <0.1 26 <0.001 34 <2 <0.01 <0.01 0.43 10 <3 150 <0.001 3.9 17 <0.005 77 <0.1 1.8 <0.002 <0.2 0.005 110 380 0.014 <0.01
10/19/15 <0.005 0.014 <0.1 26 <0.001 32 <8 <0.01 <0.01 0.4 10 <3 140 <0.001 3 16 <0.005 78 0.34 1.7 <0.002 0.23 0.0064 110 360 0.0014 <0.01
3/7/16 <0.005 0.017 <0.1 27 <0.001 30 <2 <0.01 <0.01 0.39 12.7 3.18 150 <0.001 3.7 17 <0.005 72 <0.1 1.7 <0.002 0.217 0.0092 100 330 0.014 0.011
4/29/16 <0.005 0.016 <0.1 25 <0.001 34 <8 <0.01 <0.01 0.4 13.4 3.2 150 <0.001 3.9 17 <0.005 80 0.19 1.7 <0.002 <0.2 0.0072 110 400 0.015 <0.01
8/4/16 <0.005 0.015 <0.1 27 <0.001 28 <2 <0.01 <0.01 <0.5-R 8.2 <3 140 <0.001 4 17 <0.005 66 <0.1-R 1.7 <0.002 <0.2 0.006 99 360 0.013 0.063
8/4/16 0.39
9/27/16 <0.1
10/18/16 <0.005 0.014 <0.1 23 <0.001 28 4 <0.01 <0.01 0.4 10.1 <3 144 <0.001 3 16 <0.005 71 <0.1 1.7 <0.002 0.6 0.006 91 370 0.0119 <0.01
2/14/17 <0.005 <0.003 <0.1 19 <0.001 7 <2 <0.01 <0.01 0.2 5.7 4.4 152 <0.001 3 23 <0.005 19 <0.1 1.5 <0.002 0.3 <0.005 21 200 0.002 <0.01
5/2/17 <0.005 0.012 <0.1 23 <0.001 29 2 <0.01 <0.01 0.4 8.3 <3 145 <0.001 3 15 <0.005 71 <0.1 1.6 <0.002 <0.2 0.005 91 360 0.0105 <0.01
7/18/17 <0.005 0.014 <0.1 25 <0.001 26 4 <0.01 <0.01 0.4 9.1 <3 142 <0.001 3 16 <0.005 64 <0.1 1.6 <0.002 0.4 0.006 89 360 0.0117 <0.01
10/31/17 <0.005 0.013 <0.1 23 <0.001 33 <2 <0.01 <0.01 0.4 9.4 <3 153 <0.001 3 15 <0.005 77 <0.1 1.7 <0.002 <0.2 <0.005 98 390 0.0112 <0.01
2/20/18 <0.005 0.01 <0.1 24 <0.001 30 <2 <0.01 <0.01 0.4 9.5 3.8 145 <0.001 3 15 <0.005 74 <0.1 1.6 <0.002 0.2 <0.005 95 360 0.0085 <0.01
RM8
Shootaring Canyon Uranium Facility
Date Ag (mg/L)As (mg/L)
Ba
(mg/L)
Ca
(mg/L)Cd (mg/L)Cl (mg/L)
CO3
(mg/L)Cr (mg/L)
Cu
(mg/L)F (mg/L)
Gross
Alpha
(pCi/L)
Calculated
Adjusted
Gross Alpha
(pCi/L)
HCO3
(mg/L)Hg (mg/L)
K
(mg/L)
Mg
(mg/L)
Mo
(mg/L)
Na
(mg/L)
NH3 as N
(mg/L)
NO3+NO2
as N
(mg/L)Pb (mg/L)
Ra-226
(pCi/L)
Se
(mg/L)
SO4
(mg/L)
TDS
(mg/L)
Unat
(mg/L)
Zn
(mg/L)
4/23/18 <0.005 0.013 <0.1 24 <0.001 32 3 <0.01 <0.01 0.4 145 <0.001 3 15 <0.005 76 <0.1 1.7 <0.002 0.4 <0.005 94 360 0.0111 <0.01
7/9/18 <0.005 0.013 <0.1 22 <0.001 20 3 <0.01 <0.01 0.3 7.2 <3 136 <0.001 3 15 <0.005 53 <0.1 1.3 <0.002 0.2-J 0.005 71 300 0.0149 <0.01
10/9/18 <0.005 0.013 <0.1 18 <0.001 30 4 <0.01 <0.01 0.4 9.6 2.3 149 <0.001 3 15 <0.005 78 <0.1 1.6 <0.002 0.3 <0.005 98 360 0.0109 <0.01
1/26/19 <0.005 0.012 <0.1 22 <0.001 20 3 <0.01 <0.01 0.3 8 <2 138 <0.001 3 14 <0.005 51 <0.1 1.2 <0.002 2 <0.005 69 310 0.0096 <0.01
4/28/19 <0.005 0.012 <0.1 24 <0.001 34 3 <0.01 <0.01 0.4 8.5 <3 145 <0.001 4 15 <0.005 85 <0.1 1.6 <0.002 0.2 <0.005 87 390 0.0104 <0.01
7/28/19 <0.01 0.012 <0.1 23 <0.001 35 5 <0.01 <0.01 0.4 8.1 <4 141 <0.0002 3 17 <0.01 76 <0.1 1.6 <0.002 0.4 <0.01 92 370 0.0105 <0.01
11/3/19 <0.005-J 0.015-J <0.1-J 23-J <0.001-J 35-J <2-J <0.01-J <0.01-J 0.4-J 9.2-J <2-J 151-J <0.0002-J 3-J 15-J <0.005-J 79-J <0.1-J 1.6-J <0.002-J 0.2-J <0.005-J 100-J 350-J 0.0136-J <0.01-J
2/16/20 <0.005 0.013 <0.1 24 <0.001 37 <2 <0.01 <0.01 0.4 11.9 4.4 149 <0.0002 4 15 <0.005 85 <0.1 1.8 <0.002 0.5 <0.005 95 420 0.0111 <0.01
5/24/20 <0.005 0.015 <0.1 24 <0.001 39 <2 <0.01 <0.01 0.4 12.9 4.6 146 <0.0002 4 16 <0.005 85 0.1 1.7 <0.002 0.6 <0.005 95 400 0.0122 <0.01
7/7/20 <0.005 0.019 <0.1 24 <0.001 35 <2 <0.01 <0.01 0.4 13.4 3.1 145 <0.0002 3 16 <0.005 83 <0.1 1.7 <0.002 0.2 0.005 101 380 0.0152 <0.01
10/5/20 <0.005 0.015 <0.1 25 <0.001 44 2 <0.01 <0.01 0.5 13.2 4.3 150 <0.0002 5 16 <0.005 95 <0.1 1.9 <0.002 <0.2 <0.005 109 430 0.0131 <0.01
1/22/21 <0.005 0.017 <0.1 23 <0.001 46 <2 <0.01 <0.01 0.4 10.5 <2 151 <0.0002 4 16 <0.005 96 <0.1 1.7 <0.002 0.2 0.005 118 420 0.0142 <0.01
4/1/21 <0.005 0.014 <0.1 24 <0.001 46 <2 <0.01 <0.01 0.4 8.9 <2 150 <0.0002 4 17 <0.005 92 <0.1 1.8 <0.002 <0.2 <0.005 122 430 0.013 <0.01
7/9/21 <0.005 0.019 <0.1 25 <0.001 48 <2 <0.01 <0.01 0.4 10.7 <2 149 <0.0002 4 17 <0.005 114 <0.1 1.9 <0.002 <0.2 0.006 118 460 0.0161 <0.01
10/3/21 <0.005 0.016 0.1 24 <0.001 39 <2 <0.01 <0.01 0.4 10.2 <2 151 <0.0002 3 16 <0.005 84 <0.1 2.1 <0.002 0.6 0.005 100 390 0.0144 <0.01
2/5/22 <0.005 0.015 <0.1 27 <0.001 49 <2 <0.01 <0.01 0.4 10.1 <2 161 <0.0002 4 17 <0.005 103 <0.1 1.9 <0.002 <0.2 <0.005 116 450 0.0132 <0.01
4/2/22 <0.005 0.018 <0.1 24 <0.001 60 4 <0.01 <0.01 0.5 10.7 <2 167 <0.0002 4 18 <0.005 118 <0.1 2.2 <0.002 0.2 0.006 138 490 0.0165 <0.01
2/5/22 <0.005 0.015 <0.1 27 <0.001 49 <2 <0.01 <0.01 0.4 10.1 <2 161 <0.0002 4 17 <0.005 103 <0.1 1.9 <0.002 <0.2 <0.005 116 450 0.0132 <0.01
4/2/22 <0.005 0.018 <0.1 24 <0.001 60 4 <0.01 <0.01 0.5 10.7 <2 167 <0.0002 4 18 <0.005 118 <0.1 2.2 <0.002 0.2 0.006 138 490 0.0165 <0.01
2/5/22 <0.005 0.015 <0.1 27 <0.001 49 <2 <0.01 <0.01 0.4 10.1 <2 161 <0.0002 4 17 <0.005 103 <0.1 1.9 <0.002 <0.2 <0.005 116 450 0.0132 <0.01
4/2/22 <0.005 0.018 <0.1 24 <0.001 60 4 <0.01 <0.01 0.5 10.7 <2 167 <0.0002 4 18 <0.005 118 <0.1 2.2 <0.002 0.2 0.006 138 490 0.0165 <0.01
7/9/22 <0.005 0.015 <0.1 27 <0.001 54 <2-J <0.01 <0.01 0.4 12.4-J 3.3-J 160 <0.0002 4 18 <0.005 112 <0.1 2 <0.002 <0.2 <0.005 128 550 0.0135 <0.01
10/15/22 <0.005 0.018 0.1 28 <0.001 60 <2 <0.01 <0.01 0.5 22.8 12.8 157 <0.0002 4 20 <0.005 140 <0.1 2.4 <0.002 1.5 0.005 163 580 0.0147 <0.01
3/11/23 <0.005 0.023 <0.1 28 <0.001 57 <2 <0.01 <0.01 0.5 19.3 7.1 163 <0.0002 4 19 <0.005 127 <0.1 2.3 <0.002 0.4 0.006 136 530 0.018 <0.01
4/22/23 <0.005 0.018 <0.1 26 <0.001 54 6 <0.01 <0.01 0.5 17.5 7.5 160 <0.0002 4 18 <0.005 121 <0.1 2.3 <0.002 0.2 0.005 132 490 0.0147 <0.01
RM14
Shootaring Canyon Uranium Facility
Date Ag (mg/L)As (mg/L)
Ba
(mg/L)
Ca
(mg/L)Cd (mg/L)
Cl
(mg/L)
CO3
(mg/L)
Cr
(mg/L)
Cu
(mg/L)F (mg/L)
Gross
Alpha
(pCi/L)
Calculated
Adjusted
Gross
Alpha
(pCi/L)
HCO3
(mg/L)Hg (mg/L)
K
(mg/L)
Mg
(mg/L)
Mo
(mg/L)
Na
(mg/L)
NH3 as N
(mg/L)
NO3+NO2 as N
(mg/L)Pb (mg/L)
Ra-226
(pCi/L)Se (mg/L)
SO4
(mg/L)
TDS
(mg/L)
Unat
(mg/L)
Zn
(mg/L)
4/20/03 <0.005 <0.003 0.1 <0.001 6.2 <0.01 <0.01 0.2 <0.001 <0.005 <0.1 1.8 <0.002 <0.005 29.8 182 0.004 <0.01
11/30/03 <0.005 <0.003 <0.1 <0.001 7.7 <0.01 <0.01 0.2 <0.001 <0.005 <0.1 1.7 <0.002 <0.005 28.2 228 0.0043 <0.01
3/23/04 <0.005 <0.003 <0.1 20.5 <0.001 8 <2 <0.01 <0.01 0.2 186 <0.001 2.5 27.5 <0.005 18.3 <0.1 1.7 <0.002 <0.2 <0.005 32.4 220 0.0039 <0.01
9/20/04 <0.005 <0.003 <0.1 25 <0.001 6 <2 <0.01 <0.01 0.2 194 <0.001 3.5 25.8 <0.005 20.4 <0.1 1.5 <0.002 <0.2 <0.005 29 224 0.0037 0.01
11/28/04 <0.005 <0.003 <0.1 20.8 <0.001 9 <2 <0.01 <0.01 0.2 182 <0.001 2.7 26.9 <0.005 21.6 <0.1 1.8 <0.002 <0.2 <0.005 27 245 0.0037 <0.01
3/20/05 <0.005 <0.003 <0.1 20.8 <0.001 8 <2 <0.01 <0.01 0.2 187 <0.001 2.5 26 <0.005 20.7 <0.1 1.7 <0.002 0.4 <0.005 28 220 0.0037 <0.01
6/13/05 <0.005 <0.003 <0.1 20.8 <0.001 7 <2 <0.01 <0.01 0.1 180 <0.001 2.1 25.9 <0.005 21.4 <0.1 1.8 <0.002 <0.2 <0.005 28 192 0.004 <0.01
9/12/05 <0.005 <0.003 <0.1 20.5 <0.001 8 <2 <0.01 <0.01 0.2 192 <0.001 2.3 25.7 <0.005 21.2 <0.1 1.8 <0.002 <0.2 <0.005 28 190 0.004 <0.01
12/13/05 <0.005 <0.003 <0.1 18.2 <0.001-J 7 <2 <0.01 <0.01 0.2 186 <0.001 2.6 23.4 <0.005 21.1 <0.1 1.7 <0.002 <0.2 <0.005 29 227 0.0043 0.04
3/11/06 <0.005 <0.003 <0.1 20.8 <0.001 7 2 <0.01 <0.01 0.2 185 <0.001 2.7 26 <0.005 20.7 <0.1 1.8 <0.002 <0.2 <0.005 28 190 0.0036 <0.01
6/12/06 <0.005 <0.003 0.1 18.2 <0.001 6 <2 <0.01 <0.01 0.2 176 <0.001 2.9 24 <0.005 18.2 <0.1 1.7 <0.002 0.5 <0.005 33 190 0.0041 <0.01
9/19/06 <0.005 <0.003 0.1 21.2 <0.001 7 <2 <0.01 <0.01 0.2 184 <0.001 2.7 26.5 <0.005 21.8 <0.1 1.7 <0.002 <0.2 <0.005 29 194 0.0043 <0.01
12/9/06 <0.005 <0.003 <0.1 20.1 <0.001 7 <2 <0.01 <0.01 0.2 181 <0.001 2.8 25.7 <0.005 21.3 <0.1 1.5 <0.002 <0.2 <0.005 27 210 0.0041 <0.01
3/11/07 <0.005 <0.003 0.1 21.2 <0.001 7 <2 <0.01 <0.01 0.2 7.6 4.82 184 <0.001 3 27.5 <0.005 22.1 <0.1 1.9 <0.002 <0.2 <0.005 28 190 0.0041 <0.01
6/24/07 <0.005 <0.003 <0.1 20.3 <0.001 6 <2 <0.01 <0.01 0.2 5.5 <3 188 <0.001 2.9 25.9 <0.005 20.7 <0.1 1.9 <0.002 0.5 <0.005 29 200 0.0041 <0.01
9/2/07 <0.005 <0.003 <0.1 19.6 <0.001 7 <2 <0.01 <0.01 0.3 5.5 <3 189 <0.001 3 24.9 <0.005 20.4 <0.1 1.9 <0.002 <0.2 <0.005 29 196 0.0039 <0.01
12/3/07 <0.005 <0.003 0.1 18.5 <0.001 7 <2 <0.01 <0.01 0.2 8.5 5.66 182 <0.001 2.7 23.6 <0.005 19.1 <0.1 1.6 <0.002 <0.2 <0.005 30 198 0.0042 <0.01
3/25/08 <0.005 <0.003 <0.1 20.4 <0.001 6 <2 <0.01 <0.01 0.2 185 <0.001 2.8 26.7 <0.005 22 <0.1 1.8 <0.002 0.028 <0.005 31 169-J 0.0039 <0.01
6/29/08 <0.005-J <0.003 0.1 22 <0.001 7 <2 <0.01 <0.01 0.2 6.7 4.06 187 <0.001 3 27 <0.005 21 <0.1 1.73-J <0.002 <0.2 <0.005 30 182 0.0039-J <0.01
9/23/08 <0.005 <0.003 <0.1 20.9 <0.001 6 <2 <0.01 <0.01 0.2 181 <0.001 2.7 26.7 <0.005 20 <0.1 5.75-R <0.002 <0.2 <0.005 30 212 0.004 <0.01
12/16/08 <0.005 <0.003 <0.1 21 <0.001 7 <2 <0.01 <0.01 0.2 183 <0.001 2.9 26.3 <0.005 22 <0.1 1.88-J <0.002 0.31-J <0.005 27 210 0.0038 <0.01
2/8/09 <0.005 <0.003 <0.1 18-J <0.001 4 <2 <0.01 <0.01 0.2 183 <0.001 2 22-J <0.005 20-J <0.1 1.8 <0.002 <0.2 <0.005 29 180 0.0038 <0.01
4/12/09 <0.005 <0.003 <0.1 18 <0.001 7 <2 <0.01 <0.01 0.2 189 <0.001 3-J 23 <0.005 20-J <0.1 1.7 <0.002 <0.2 <0.005 27 211 0.0038 <0.01
8/24/09 <0.005 <0.003 <0.1 19 <0.001 7 <2 <0.01 <0.01 0.2 192-J <0.001 3 23 <0.005 18 <0.1 1.8 <0.002 0.36 <0.005 30 206 0.0038 <0.01
10/19/09 <0.005 <0.003 <0.1 19 <0.001 8 <2 <0.01 <0.01 0.2 195-J <0.001 3 23 <0.005 19 <0.1 1.8 <0.002 <0.2 <0.005 27 202 0.0038 <0.01
2/1/10 <0.005-R <0.003-R <0.1-R 19-R <0.001-R 7-R <2-R <0.01-R <0.01-R 0.2-R 200-R <0.001-R 3-R 23-R <0.005-R 21-R 0.1-R 1.8-R <0.002-R <0.2 <0.005-R 27-R 125-R 0.0039-R <0.01-R
3/22/10 <0.005 <0.003 <0.1 19 <0.001 9 <2 <0.01 <0.01 0.2 199-J <0.001 3 23 <0.005 21 <0.1 1.7 <0.002 <0.005 26 216 0.0039 <0.01
4/12/10 <0.005 <0.003 <0.1 21 <0.001 7 <2 <0.01 <0.01 0.2 203-R <0.001 4 25 <0.005 22 <0.1 1.7 <0.002 0.3 <0.005 28 199 0.004 <0.01
8/30/10 <0.005 <0.003 <0.1 19 <0.001 7.2 <20-J <0.01 <0.01 0.21 3.7 <3 160-J <0.001 3 24 <0.005 20 <0.1 1.7 <0.002 0.4-J <0.005 27 210 0.004 0.01
10/19/10 <0.005 <0.003 <0.1 20 <0.001 7.3 <2 <0.01 <0.01 0.2 7.5 5.06 150 <0.001 2.9 24 <0.005 20 1.8 <0.002 0.25 <0.005 26 220 0.0036 <0.01
1/24/11 <0.005 <0.003 <0.1 19 <0.001 7.6 <2 <0.01 <0.01 <0.2 4.1 <3 150 <0.001 2.7 24 <0.005 19 <0.1 1.8 <0.002 0.26 <0.005 26 220 0.0036 <0.01
4/11/11 <0.005 <0.003 <0.1 19 <0.001 7.2 <2 <0.01 <0.01 <0.2 4 <3 150 <0.001 2.5 24 <0.005 19 <0.1 1.9 <0.002 0.24 <0.005 26 220 0.0041 <0.01
7/25/11 <0.005 <0.003 <0.1 19 <0.001 7.5 <4 <0.01 <0.01 <0.2 4.2 <3 150 <0.001 2.9 25 <0.005 20 <0.1 1.7 <0.002 0.27 <0.005 25 220 0.0041 <0.01
10/17/11 <0.005 <0.003 <0.1 19 <0.001 7.4 <2 <0.01 <0.01 <0.2 5.7 3.06 150 <0.001 2.6 25 <0.005 19 <0.1 1.8 <0.002 0.23 <0.005 26 210 0.0039 <0.01
2/13/12 <0.005 <0.003 <0.1 18 <0.001 7.6 <2 <0.01 <0.01 <0.2 3.3 <3 150 <0.001 2.6 23 <0.005 18 <0.1 1.8 <0.002 0.26 <0.005 26 210 0.0036 <0.01
4/30/12 <0.005 <0.003 <0.1 19 <0.001 7.3 <2 <0.01 <0.01 <0.2 6.4 3.96 150 <0.001 2.8 24 <0.005 19 <0.1 1.8 <0.002 0.24 <0.005 25 210 0.0036 <0.01
7/23/12 <0.005 <0.003 <0.1 20 <0.001 7.9 <4 <0.01 <0.01 0.21 4.3 <3 160 <0.001 2.6 24 <0.005 19 <0.1 1.8 <0.002 0.3 <0.005 26 200 0.0035 <0.01
10/1/12 <0.005 <0.003 <0.1 19 <0.001 7.9 <2 <0.01 <0.01 0.2 3.2 <3 150 <0.001 2.7 24 <0.005 19 <0.1 1.7 <0.002 0.23 <0.005 26 220 0.0034 0.01
2/19/13 <0.005 <0.003 <0.1 20 <0.001 7.4 <8 <0.01 <0.01 0.22 4.2 <3 150 <0.001 2.9 26 <0.005 20 <0.1 1.8 <0.002 0.33 0.0068 27 210 0.0035 <0.01
5/13/13 <0.005 <0.003 <0.1 20 <0.001 18 <2 <0.01 <0.01 0.48 4.4 <3 150 <0.001 3 24 <0.005 19 <0.1 1.9 <0.002 0.29 <0.005 58 220 0.0035 <0.01
7/15/13 <0.005 <0.003 <0.1 20 <0.001 7.8 <2 <0.01 <0.01 <0.2 4.9 <3 150 <0.001 2.9 25 <0.005 19 <0.1 2 <0.002 0.33 <0.005 26 220 0.0036 <0.01
11/4/13 <0.005 <0.003 <0.1 18 <0.001 8 <2 <0.01 <0.01 <0.2 4.9 <3 150 <0.001 2.4 23 <0.005 19 <0.1 1.8 <0.002 0.38 <0.005 27 210 0.0036 <0.01
2/24/14 <0.005 <0.003 <0.1 19 <0.001 8 <2 <0.01 <0.01 <0.2 5.2 <3 150 <0.001 2.7 24 <0.005 20 0.12 1.9 <0.002 0.28 <0.005 28 210 0.0035 <0.01
4/29/14 <0.005 <0.003 0.1 20 <0.001 8.2 <2 <0.01 <0.01 <0.2 4.5 <3 150 <0.001 3 25 <0.005 20 <0.1 1.8 <0.002 0.3 <0.005 27 220 0.0038 <0.01
4/29/14 0.012
4/29/14 <0.005 <0.003 0.1 20 <0.001 8.2 <2 <0.01 <0.01 <0.2 5.4 <3 150 <0.001 3 25 <0.005 20 <0.1 1.8 <0.002 0.24 <0.005 27 210 0.0038 0.02-R
4/29/14 <0.01
4/29/14 <0.005 <0.003 <0.1 20 <0.001 8.1 <2 <0.01 <0.01 <0.2 5.7 3.25 150 <0.001 2.9 25 <0.005 19 <0.1 1.8 <0.002 <0.2 <0.005 27 210 0.0036 <0.01-R
4/29/14 <0.01
7/22/14 <0.005 <0.003 <0.1 20 <0.001 8 <2 <0.01 <0.01 <0.2 5.8 3.01 150 <0.001 2.9 25 <0.005 19 <0.1 1.8 <0.002 0.26 <0.005 27 210 0.0041 <0.01
10/27/14 <0.005 <0.003 <0.1 18 <0.001 7.7 <2 <0.01 <0.01 <0.2 5.7 3.25 150 <0.001 2.8 23 <0.005 18 <0.1 1.8 <0.002 0.27 <0.005 26 210 0.0036 0.01
2/23/15 <0.005 <0.003-R <0.1 19 <0.001 7.9 <2 <0.01 <0.01 <0.2 6 3.48 150 <0.001 2.5 24 <0.005 18 0.2 1.8 <0.002 0.32 <0.005 26 210 0.0037 <0.01
2/23/15 <0.003
5/11/15 <0.005 <0.003 <0.1 18 <0.001 7.8 <2 <0.01 <0.01 <0.2 <3 <3 150 <0.001 2.9 25 <0.005 19 <0.1 1.8 <0.002 0.32 <0.005 27 210 0.0039 <0.01
8/10/15 <0.005 <0.003 <0.1 19 <0.001 7.8 <2 <0.01 <0.01 <0.2 6 3.35 150 <0.001 2.9 24 <0.005 20 <0.1 1.9 <0.002 0.24 <0.005 27 220 0.0039 <0.01
10/19/15 <0.005 <0.003 <0.1 19 <0.001 8.3 <8 <0.01 <0.01 <0.2 6.5 4.05 170 <0.001 2.7 22 <0.005 20 <0.1 1.8 <0.002 <0.2 <0.005 28 190 0.0036 <0.01
3/7/16 <0.005 <0.003 <0.1 19 <0.001 7.8 <2 <0.01 <0.01 <0.2 5.7 3.05 150 <0.001 2.8 24 <0.005 20 <0.1 1.8 <0.002 0.261 <0.005 27 160 0.0039 <0.01
4/29/16 <0.005 <0.003 <0.1 18 <0.001 8 <8 <0.01 <0.01 <0.2 6.4 3.68 150 <0.001 2.8 24 <0.005 20 <0.1 1.8 <0.002 0.24 <0.005 27 220 0.004 <0.01
8/4/16 <0.005 <0.003 <0.1 19 <0.001 8.1 <2 <0.01 <0.01 <0.2 4.6 <3 160 <0.001 3.1 24 <0.005 19 <0.1-R 1.9 <0.002 0.25 <0.005 27 200 0.0037 <0.01
9/27/16 <0.1
10/18/16 <0.005 <0.003 <0.1 17 <0.001 7 5 <0.01 <0.01 0.2 5.1 <3 147 <0.001 3 24 <0.005 22 <0.1 1.7 <0.002 0.2 <0.005 24 220 0.0031 <0.01
2/14/17 <0.005 <0.003 <0.1 19 <0.001 8 <2 <0.01 <0.01 0.2 5.4 3.4 153 <0.001 3 25 <0.005 19 <0.1 1.9 <0.002 1 <0.005 24 210 0.003 <0.01
RM14
Shootaring Canyon Uranium Facility
Date Ag (mg/L)As (mg/L)
Ba
(mg/L)
Ca
(mg/L)Cd (mg/L)
Cl
(mg/L)
CO3
(mg/L)
Cr
(mg/L)
Cu
(mg/L)F (mg/L)
Gross
Alpha
(pCi/L)
Calculated
Adjusted
Gross
Alpha
(pCi/L)
HCO3
(mg/L)Hg (mg/L)
K
(mg/L)
Mg
(mg/L)
Mo
(mg/L)
Na
(mg/L)
NH3 as N
(mg/L)
NO3+NO2 as N
(mg/L)Pb (mg/L)
Ra-226
(pCi/L)Se (mg/L)
SO4
(mg/L)
TDS
(mg/L)
Unat
(mg/L)
Zn
(mg/L)
5/2/17 <0.005 <0.003 <0.1 18 <0.001 8 3-J <0.01 <0.01 0.2 6.1 4.2 160 <0.001 3 23 <0.005 21 <0.1 1.7 <0.002 0.3 <0.005 25 220 0.0028 <0.01
7/17/17 <0.005 <0.003 <0.1 18 <0.001 7 3 <0.01 <0.01 0.2 6.1 4 148 <0.001 3 23 <0.005 19 <0.1 1.7 <0.002 0.3 <0.005 25 230 0.0032 <0.01
10/31/17 <0.005 <0.003 <0.1 17 <0.001 8 4 <0.01 <0.01 0.2 5.5 3.1 152 <0.001 3 22 <0.005 20 <0.1 1.7 <0.002 0.2 <0.005 26 220 0.0035 <0.01
2/19/18 <0.005 <0.003 <0.1 18 <0.001 8 4 <0.01 <0.01 0.2 5.5 3.8 145 <0.001 3 22 <0.005 19 <0.1 1.6 <0.002 0.3 <0.005 24 0.0025 <0.01
4/23/18 <0.005 <0.003 <0.1 18 <0.001 8 5 <0.01 <0.01 0.2 6.5 4.6 147 <0.001 3 22 <0.005 22 <0.1 1.7 <0.002 0.6 <0.005 26 200 0.0027 <0.01
7/9/18 <0.005 <0.003 <0.1 18 <0.001 7 4 <0.01 <0.01 0.2 6.3 4.2 148 <0.001 3 23 <0.005 19 <0.1 1.8 <0.002 1-J <0.005 24 210 0.0031 <0.01
10/9/18 <0.005 <0.003 <0.1 19 <0.001 8 3 <0.01 <0.01 0.2 5.9 3.8 154 <0.001 3 23 <0.005 24 <0.1 1.7 <0.002 0.3 <0.005 27 210 0.003 <0.01
1/26/19 <0.005 <0.003 <0.1 18 <0.001 8 4 <0.01 <0.01 0.2 5 3.8 151 <0.001 3 22 <0.005 23 <0.1 1.7 <0.002 0.4 <0.005 25 230 0.0028 <0.01
4/28/19 <0.005 <0.003 <0.1 18 <0.001 7 5 <0.01 <0.01 0.2 6.6 4.4 156 <0.001 3 23 <0.005 21 <0.1 1.6 <0.002 <0.2 <0.005 24 220 0.0032 <0.01
7/28/19 <0.01 <0.003 <0.1 18 <0.001 8 7 <0.01 <0.01 0.2 6 <4 146 <0.0002 3 25 <0.01 19 <0.1 <0.1 <0.002 0.3 <0.01 25 220 0.0032 <0.01
11/3/19 <0.005 <0.003 <0.1 17 <0.001 7 <2 <0.01 <0.01 0.2 2.7 <2 155 <0.0002 3 22 <0.005 19 <0.1 1.6 <0.002 <0.2 <0.005 25 230 0.0036 <0.01
2/16/20 <0.005 <0.003 <0.1 18 <0.001 8 2 <0.01 <0.01 0.2 6.9 5 152 <0.0002 3 22 <0.005 19 <0.1 1.7 <0.002 0.2 <0.005 25 220 0.0029 <0.01
5/24/20 <0.005 <0.003 <0.1 19 <0.001 8 <2 <0.01 <0.01 0.2 5.3 3.3 151 <0.0002 3 24 <0.005 21 0.1 1.6 <0.002 0.3 <0.005 24 230 0.003 <0.01
7/7/20 <0.005 <0.003 0.1 20 <0.001 8 <2 <0.01 <0.01 0.2 6.6 3.7 155 <0.0002 2 25 <0.005 22 <0.1 1.6 <0.002 0.3 <0.005 26 230 0.0044 <0.01
10/5/20 <0.005 <0.003 <0.1 18 <0.001 9 <2 <0.01 <0.01 0.2 4.7 2.6 153 <0.0002 4 23 <0.005 21 <0.1 1.7 <0.002 0.4 <0.005 25 220 0.0032 <0.01
1/22/21 <0.005 <0.003 <0.1 18 <0.001 8 <2 <0.01 <0.01 0.2 4 <2 152 <0.0002 3 23 <0.005 20 <0.1 1.7 <0.002 0.3 <0.005 25 210 0.0032 <0.01
4/1/21 <0.005 <0.003 <0.1 18 <0.001 8 <2 <0.01 <0.01 0.2 5.2 3.2 154 <0.0002 3 25 <0.005 21 <0.1 1.7 <0.002 0.6 <0.005 25 210 0.003 <0.01
7/9/21 <0.005 <0.003 <0.1 18 <0.001 8 3 <0.01 <0.01 0.2 4.2 <2 149 <0.0002 3 23 <0.005 20 <0.1 1.6 <0.002 0.3 <0.005 25 230 0.0036 <0.01
10/3/21 <0.005 <0.003 <0.1 18 <0.001 8 <2 <0.01 <0.01 0.2 3.9 <2 158 <0.0002 3 23 <0.005 20 <0.1 1.8 <0.002 0.8 <0.005 27 210 0.0037 <0.01
2/5/22 <0.005 <0.003 <0.1 19 <0.001 8 5 <0.01 <0.01 0.2 4.9 2.4 156 <0.0002 3 24 <0.005 19 <0.1 1.6 <0.002 0.3 <0.005 24 210 0.0036 <0.01
4/2/22 <0.005 <0.003 <0.1 19 <0.001 8 3 <0.01 <0.01 0.2 4.2 <2 158 <0.0002 3 24 <0.005 22 <0.1 1.8 <0.002 0.2 <0.005 24 210 0.0038 <0.01
7/9/22 <0.005 <0.003 <0.1 19 <0.001 8 4-J <0.01 <0.01 0.2 5.9-J 3.8-J 158 <0.0002 3 24 <0.005 20 <0.1 1.7 <0.002 <0.2 <0.005 24 290 0.0031 <0.01
10/15/22 <0.005 <0.003 <0.1 20 <0.001 8 3 <0.01 <0.01 0.2 7.4 5 152 <0.0002 3 26 <0.005 23 <0.1 1.8 <0.002 0.6 <0.005 25 260 0.0036 <0.01
3/11/23 <0.005 <0.003 <0.1 19 <0.001 7 4 <0.01 <0.01 0.2 5.4 3 150 <0.0002 2 25 <0.005 19 <0.1 1.8 <0.002 0.4 <0.005 22 220 0.0036 <0.01
4/22/23 <0.005 <0.003 <0.1 18 <0.001 7 7 <0.01 <0.01 0.2 6 3.8 145 <0.0002 3 24 <0.005 20 <0.1 1.9 <0.002 <0.2 <0.005 23 200 0.0032 <0.01
RM12
Shootaring Canyon Uranium Facility
Date Ag (mg/L)As (mg/L)
Ba
(mg/L)
Ca
(mg/L)Cd (mg/L)
Cl
(mg/L)
CO3
(mg/L)
Cr
(mg/L)Cu (mg/L)F (mg/L)
Gross
Alpha
(pCi/L)
Calculated
Adjusted
Gross Alpha
(pCi/L)
HCO3
(mg/L)Hg (mg/L)K (mg/L)
Mg
(mg/L)
Mo
(mg/L)
Na
(mg/L)
NH3 as N
(mg/L)
NO3+NO2
as N
(mg/L)
Pb
(mg/L)
Ra-226
(pCi/L)
Se
(mg/L)
SO4
(mg/L)
TDS
(mg/L)
Unat
(mg/L)
Zn
(mg/L)
4/21/03 <0.005 <0.003 <0.1 <0.001 15.9 <0.01 <0.01 0.2 <0.001 <0.005 <0.1 0.9 <0.002 <0.005 45.8 224 0.0077 <0.01
12/1/03 <0.005 <0.003 0.1 <0.001 16.1 <0.01 <0.01 0.2 <0.001 <0.005 <0.1 0.07 <0.002 <0.005 44.8 277 0.0088 0.22
3/22/04 <0.005 <0.003 <0.1 26.1 <0.001 16 <2 <0.01 0.07 0.2 207 <0.001 2.9 33 <0.005 25.8 <0.1 0.82 <0.002 0.5 <0.005 42.9-J 272 0.0078 0.06
9/20/04 <0.005 <0.003 <0.1 24.7 <0.001 16 <2 <0.01 0.04 0.2 202 0.001 3.8 31.5 <0.005 23.6 <0.1 1.15 <0.002 <0.2 <0.005 43 266 0.0069 0.04
11/29/04 <0.005 <0.003 <0.1 24.8 <0.001 17 <2 <0.01 0.03 0.2 200 <0.001 2.9 33.4 <0.005 25 <0.1 1.1 <0.002 0.3 <0.005 42 255 0.0072 0.02
3/21/05 <0.005 <0.003 <0.1 24.5 <0.001 16 <2 <0.01 0.01 0.2 210 <0.001 2.6 32.9 <0.005 23.8 <0.1 1.1 <0.002 <0.2 <0.005 41 267 0.0071 0.01
6/13/05 <0.005 <0.003 <0.1 24.9 <0.001 16 <2 <0.01 0.01 0.1 198 <0.001 2.2 32 <0.005 24.7 <0.1 1.2 <0.002 0.2 <0.005 41 246 0.0073 0.02
9/12/05 <0.005 <0.003 <0.1 24.5 <0.001 16 <2 <0.01 0.01 0.2 209 <0.001 2.4 31.9 <0.005 24.5 <0.1 1.3 <0.002 0.3 <0.005 43 282 0.0074 0.01
12/14/05 <0.005 <0.003 <0.1 22.3 <0.001 16 <2 <0.01 <0.01 0.2 198 <0.001 2.6 30.6 <0.005 24.9 <0.1 1.4 <0.002 <0.2 <0.005 43 260 0.0067 0.01
3/12/06 <0.005 <0.003 <0.1 25.3 <0.001 17 <2 <0.01 <0.01 0.2 201 <0.001 2.9 32.9 <0.005 24.4 <0.1 1.3 <0.002 0.5 <0.005 44 226 0.0072 0.01
6/12/06 <0.005 <0.003 <0.1 22.3 <0.001 17 <2 <0.01 <0.01 0.2 188 <0.001 3 30.1 <0.005 21.9 <0.1 1.3 <0.002 0.4 <0.005 44 224 0.0072 0.01
9/18/06 <0.005 <0.003 <0.1 25.2 <0.001 17 <2 <0.01 <0.01 0.2 197 <0.001 2.7 32.6 <0.005 25.4 <0.1 1.3 <0.002 <0.2 <0.005 44 240 0.0075 0.01
12/9/06 <0.005 <0.003 <0.1 24.5 <0.001 16 <2 <0.01 <0.01 0.2 201 <0.001 2.9 32.9 <0.005 25.7 <0.1 1.3 <0.002 <0.2 <0.005 43 254 0.0074 <0.01
3/12/07 <0.005 <0.003 <0.1 25.2 <0.001 18 <2 <0.01 <0.01 0.2 7 <3 200 <0.001 3 33.5 <0.005 25.7 <0.1 1.4 <0.002 <0.2 <0.005 43 240 0.0071 0.01
6/25/07 <0.005 <0.003 <0.1 25.3 <0.001 17 <2 <0.01 <0.01 0.2 7.9 <3 207 <0.001 2.9 33.1 <0.005 23.8 <0.1 1.5 <0.002 0.4 <0.005 45 234 0.0073 <0.01
9/1/07 <0.005 <0.003 <0.1 23.3 <0.001 17 <2 <0.01 <0.01 0.3 8.8 4.06 208 <0.001 3 30.2 <0.005 23.9 <0.1 1.5 <0.002 <0.2 <0.005 46 240 0.007 <0.01
12/4/07 <0.005 <0.003 <0.1 22.6 <0.001 17 <2 <0.01 <0.01 0.2 12.3 7.22 201 <0.001 2.8 29.1 <0.005 22.2 <0.1 1.4 <0.002 <0.2 <0.005 44 238 0.0075 0.01
3/26/08 <0.005 <0.003 <0.1 25 <0.001 16 <2 <0.01 <0.01 0.2 209 <0.001 2.9 33 <0.005 25.2 <0.1 1.4 <0.002 <0.2 <0.005 43 248-J 0.0071 <0.01
9/24/08 <0.005 <0.003 <0.1 26.6 <0.001 16 <2 <0.01 <0.01 0.2 201 <0.001 2.8 34.1 <0.005 23.3 <0.1 1.48-J <0.002 <0.2 <0.005 45 246 0.0072 0.02
12/15/08 <0.005 <0.003 <0.1 24.9 <0.001 16 <2 <0.01 <0.01 0.2 193 <0.001 2.9 32 <0.005 24 <0.1 1.76 <0.002 <0.2-J <0.005 43 261 0.0063 <0.01
2/8/09 <0.005 <0.003 <0.1 21-J <0.001 14 <2 <0.01 <0.01 0.2 195 <0.001 2 27-J <0.005 23-J <0.1 1.5 <0.002 <0.2 <0.005 41 241 0.0064 0.01
4/14/09 <0.005 <0.003 <0.1 22 <0.001 15 4 <0.01 <0.01 0.2 193 <0.001 3 28 <0.005 24 <0.1 1.4 <0.002 0.26 <0.005 43 234 0.0068 <0.01
8/25/09 <0.005 <0.003 <0.1 22 <0.001 17 <2 <0.01 <0.01 0.2 200 <0.001 3 28 <0.005 22 <0.1 1.6 <0.002 0.77 <0.005 45 237 0.0066 <0.01
10/19/09 <0.005 <0.003 <0.1 22 <0.001 14 <2 <0.01 <0.01 0.2 202-J <0.001 3 27 <0.005 22 <0.1 1.5 <0.002 <0.2 <0.005 43 241 0.0064 <0.01
2/1/10 <0.005-R <0.003-R <0.1-R 22-R <0.001-R 14-R <2-R <0.01-R <0.01-R 0.2-R 211-R <0.001-R 3-R 28-R <0.005-R 26-R <0.1-R 1.6-R <0.002-R <0.2-R <0.005-R 42-R 172-R 0.0064-R <0.01-R
3/22/10 <0.005 <0.003 <0.1 23 <0.001 16 <2 <0.01 <0.01 0.2 211-J <0.001 3 29 <0.005 24 <0.1 1.5 <0.002 <0.005 42 249 0.0065 <0.01
4/12/10 <0.005 <0.003 <0.1 23 <0.001 17 <2 <0.01 <0.01 0.2 216-R <0.001 3 30 <0.005 25 <0.1 1.6 <0.002 0.23 <0.005 43 252 0.0062 <0.01
8/30/10 <0.005 <0.003 <0.1 22 <0.001 16 <20-J <0.01 <0.01 <0.2 7.5 3.30 160-J <0.001 2.9 29 <0.005 23 <0.1 1.6 <0.002 <0.08-R <0.005 39 240 0.0062 <0.01
10/19/10 <0.005 <0.003 <0.1 23 <0.001 18 <2 <0.01 <0.01 <0.2 5.2 <3 150 <0.001 2.9 29 <0.005 24 1.7 <0.002 0.25 <0.005 43 240 0.006 <0.01
1/24/11 <0.005 <0.003 <0.1 22 <0.001 18 <2 <0.01 <0.01 0.2 7.7 3.57 160 <0.001 2.7 29 <0.005 22 <0.1 1.7 <0.002 0.21 <0.005 42 240 0.0061 <0.01
4/11/11 <0.005 <0.003 <0.1 22 <0.001 18 <2 <0.01 <0.01 <0.2 5.3 <3 160 <0.001 2.6 30 <0.005 22 <0.1 1.7 <0.002 0.31 <0.005 42 270 0.0064 <0.01
7/25/11 <0.005 <0.003 <0.1 23 <0.001 17 <4 <0.01 <0.01 <0.2 7.2 <3 160 <0.001 2.9 31 <0.005 23 <0.1 1.6 <0.002 0.201 <0.005 39 270 0.0066 <0.01
10/17/11 <0.005 <0.003 <0.1 22 <0.001 18 <2 <0.01 <0.01 <0.2 6.4 <3 160 <0.001 2.7 30 <0.005 22 <0.1 1.7 <0.002 0.24 <0.005 43 260 0.0065 <0.01
2/13/12 <0.005 <0.003 <0.1 22 <0.001 18 <2 <0.01 <0.01 <0.2 7.8 3.67 160 <0.001 3 29 <0.005 21 <0.1 1.7 <0.002 0.44 <0.005 42 250 0.0061 <0.01
4/30/12 <0.005 <0.003 <0.1 22 <0.001 17 <2 <0.01 <0.01 <0.2 9.1 4.83 160 <0.001 2.6 29 <0.005 22 <0.1 1.7 <0.002 0.25 0.0051 41 260 0.0063 <0.01
7/23/12 <0.005 <0.003 <0.1 22 <0.001 17 <4 <0.01 <0.01 0.22 7.8 4.35 160 <0.001 2.8 28 <0.005 23 <0.1 1.5 <0.002 0.34 <0.005 45 230 0.0051 <0.01
10/1/12 <0.005 <0.003 <0.1 22 <0.001 17 <2 <0.01 <0.01 <0.2 4.7 <3 160 <0.001 2.7 29 <0.005 22 <0.1 1.2 <0.002 0.34 <0.005 43 260 0.0053 <0.01
2/19/13 <0.005 <0.003 <0.1 25 <0.001 17 <8 <0.01 <0.01 0.22 7.1 3.04 160 <0.001 3.1 32 <0.005 24 <0.1 0.65 <0.002 0.34 <0.005 44 270 0.006 <0.01
5/13/13 <0.005 <0.003 <0.1 24 <0.001 20 <2 <0.01 <0.01 0.31 10.4 6.41 160 <0.001 3.2 30 <0.005 22 <0.1 1.1 <0.002 0.36 <0.005 45 270 0.0059 <0.01
7/15/13 <0.005 <0.003 <0.1 22 <0.001 18 <2 <0.01 <0.01 <0.2 7.4 3.47 160 <0.001 2.9 30 <0.005 22 <0.1 1.5 <0.002 0.34 <0.005 41 270 0.0058 <0.01
11/4/13 <0.005 <0.003 <0.1 22 <0.001 18 <2 <0.01 <0.01 <0.2 9.7 5.84 170 <0.001 2.6 29 <0.005 23 <0.1 1.3 <0.002 0.42 <0.005 43 260 0.0057 <0.01
2/24/14 <0.005 <0.003 <0.1 25 <0.001 18 <2 <0.01 <0.01 <0.2 9.5 5.22 170 <0.001 2.8 31 <0.005 24 <0.1 0.56 <0.002 0.21 <0.005 43 260 0.0063 <0.01
4/29/14 <0.005 <0.003 <0.1 23 <0.001 18 <2 <0.01 <0.01 <0.2 9.8 5.52 160 <0.001 3 31 <0.005 23 <0.1 1.1 <0.002 0.31 <0.005 42 260 0.0063 <0.01
7/22/14 <0.005 <0.003 <0.1 22 <0.001 18 <2 <0.01 <0.01 <0.2 11.3 6.54 160 <0.001 2.9 30 <0.005 23 <0.1 1.3 <0.002 0.28 <0.005 42 260 0.007 <0.01
10/27/14 <0.005 <0.003 <0.1 23 <0.001 18 <2 <0.01 <0.01 <0.2 7.1 <3 160 <0.001 2.9 29 <0.005 22 <0.1 1.4 <0.002 0.32 0.0059 42 270 0.0065 <0.01
2/23/15 <0.005 0.003-R <0.1 23 <0.001 18 <2 <0.01 <0.01 <0.2 8.8 4.65 160 <0.001 2.5 30 <0.005 22 <0.1 1.3 <0.002 0.231 <0.005 42 250 0.0061 <0.01
2/23/15 <0.003
5/11/15 <0.005 <0.003 <0.1 23 <0.001 19 <2 <0.01 <0.01 <0.2 6.4 <3 160 <0.001 3 31 <0.005 23 <0.1 1.4 <0.002 0.26 <0.005 43 250 0.0067 <0.01
8/10/15 <0.005 <0.003 <0.1 23 <0.001 19 <2 <0.01 <0.01 <0.2 4.1 <3 160 <0.001 3 30 <0.005 23 <0.1 1.5 <0.002 0.26 <0.005 43 270 0.0064 0.01
10/19/15 <0.005 <0.003 <0.1 22 <0.001 19 <8 <0.01 <0.01 <0.2 8.8 4.72 160 <0.001 2.7 28 <0.005 24 <0.1 1.5 <0.002 0.23 <0.005 44 230 0.006 <0.01
3/7/16 <0.005 <0.003 <0.1 23 <0.001 19 <2 <0.01 <0.01 <0.2 8.8 4.45 160 <0.001 2.9 29 <0.005 23 <0.1 1.5 <0.002 0.273 <0.005 44 220 0.0064 0.015
4/29/16 <0.005 <0.003 <0.1 22 <0.001 18 <8 <0.01 <0.01 <0.2 7.6 3.32 160 <0.001 2.9 29 <0.005 23 <0.1 1.6 <0.002 0.209 0.0052 44 270 0.0063 <0.01
8/4/16 <0.005 <0.003 <0.1 23 <0.001 17 <2 <0.01 <0.01 <0.2 8.8 4.72 160 <0.001 3.1 29 <0.005 23 <0.1-R 1.6 <0.002 0.25 <0.005 42 250 0.006 <0.01
9/27/16 <0.1
10/18/16 <0.005 <0.003 <0.1 20 <0.001 17 5 <0.01 <0.01 0.2 7 3.5 155 <0.001 3 28 <0.005 22 <0.1 1.6 <0.002 0.4 <0.005 37 260 0.0052 <0.01
2/14/17 <0.005 <0.003 <0.1 22 <0.001 17 <2 <0.01 <0.01 0.2 7.2 4.1 164 <0.001 3 30 <0.005 22 <0.1 1.7 <0.002 0.4 <0.005 37 250 0.0045 <0.01
5/2/17 <0.005 <0.003 <0.1 21 <0.001 16 <2 <0.01 <0.01 0.2 7.6 4.4 160 <0.001 3 27 <0.005 23 <0.1 1.6 <0.002 0.4 <0.005 37 260 0.0047 <0.01
5/2/17 <0.005 <0.003 <0.1 21 <0.001 16 <2 <0.01 <0.01 0.2 7.6 4.4 160 <0.001 3 27 <0.005 23 <0.1 1.6 <0.002 0.4 <0.005 37 260 0.0047 <0.01
7/17/17 <0.005 <0.003 <0.1 21 <0.001 16 <2 <0.01 <0.01 0.2 9 4.9 158 <0.001 3 28 <0.005 22 <0.1 1.5 <0.002 0.5 <0.005 37 270 0.006 <0.01
10/30/17 <0.005 <0.003 <0.1 20 <0.001 17 <2 <0.01 <0.01 0.2 7.7 4 161 <0.001 3 27 <0.005 23 <0.1 1.5 <0.002 <0.2 <0.005 39 260 0.0055 <0.01
2/20/18 <0.005 <0.003 <0.1 21 <0.001 16 <2 <0.01 <0.01 0.2 9.1 4.9 160 <0.001 3 27 <0.005 22 <0.1 1.5 <0.002 1.4 <0.005 37 250 0.0062 <0.01
4/24/18 <0.005 <0.003 <0.1 21 <0.001 16 5 <0.01 <0.01 0.2 8.7 5.2 155 <0.001 3 26 <0.005 25 <0.1 1.5 <0.002 1 <0.005 38 240 0.0052 <0.01
7/8/18 <0.005 <0.003 <0.1 21 <0.001 16 4 <0.01 <0.01 0.2 8.8 4.8 157 <0.001 3 28 <0.005 22 <0.1 1.5 <0.002 1.5-J <0.005 36 250 0.006 0.02
RM12
Shootaring Canyon Uranium Facility
Date Ag (mg/L)As (mg/L)
Ba
(mg/L)
Ca
(mg/L)Cd (mg/L)
Cl
(mg/L)
CO3
(mg/L)
Cr
(mg/L)Cu (mg/L)F (mg/L)
Gross
Alpha
(pCi/L)
Calculated
Adjusted
Gross Alpha
(pCi/L)
HCO3
(mg/L)Hg (mg/L)K (mg/L)
Mg
(mg/L)
Mo
(mg/L)
Na
(mg/L)
NH3 as N
(mg/L)
NO3+NO2
as N
(mg/L)
Pb
(mg/L)
Ra-226
(pCi/L)
Se
(mg/L)
SO4
(mg/L)
TDS
(mg/L)
Unat
(mg/L)
Zn
(mg/L)
10/9/18 <0.005 <0.003 <0.1 19 <0.001 7 <2 <0.01 <0.01 0.2 4.8 3.3 150 <0.001 2 20 <0.005 24 <0.1 1.3 <0.002 0.6 <0.005 22 200 0.0022 <0.01
1/25/19 <0.005 <0.003 <0.1 20 <0.001 16 5 <0.01 <0.01 0.2 8 4.6 159 <0.001 3 27 <0.005 25 <0.1 1.5 <0.002 2.2 <0.005 36 270 0.005 <0.01
4/28/19 <0.005 <0.003 <0.1 20 <0.001 15 5 <0.01 <0.01 0.2 7.8 3.6 178 <0.001 3 27 <0.005 27 <0.1 1.4 <0.002 <0.2 <0.005 34 270 0.0062 0.01
7/28/19 <0.01 <0.003 <0.1 21 <0.001 16 6 <0.01 <0.01 0.2 7.2 3.5 155 <0.0002 3 29 <0.01 22 <0.1 1.4 <0.002 0.5 <0.01 37 260 0.0055 <0.01
11/3/19 <0.005 <0.003 <0.1 20 <0.001 16 <2 <0.01 <0.01 0.2 6.7 2.5 165 <0.0002 3 27 <0.005 22 <0.1 1.4 <0.002 0.3 <0.005 38 260 0.0061 0.01
2/16/20 <0.005 <0.003 <0.1 21 <0.001 16 <2 <0.01 <0.01 0.2 10.2 6.6 159 <0.0002 3 26 <0.005 22 <0.1 1.4 <0.002 0.6 <0.005 37 260 0.0053 <0.01
5/24/20 <0.005 <0.003 <0.1 22 <0.001 16 <2 <0.01 <0.01 0.2 6.2 2.6 168 <0.0002 3 29 <0.005 24 0.1 1.4 <0.002 0.6 <0.005 36 260 0.0053 0.01
7/7/20 <0.005 <0.003 <0.1 21 <0.001 16 <2 <0.01 <0.01 0.2 8 3.3 176 <0.0002 2 29 <0.005 24 <0.1 1.6 <0.002 0.4 <0.005 35 260 0.007 <0.01
10/5/20 <0.005 <0.003 <0.1 21 <0.001 17 3 <0.01 <0.01 0.2 7.6 3.8 157 <0.0002 4 29 <0.005 23 <0.1 1.5 <0.002 0.5 <0.005 37 250 0.0056 0.02
1/22/21 <0.005 <0.003 <0.1 21 <0.001 16 <2 <0.01 <0.01 0.2 6.5 2.3 167 <0.0002 3 28 <0.005 23 <0.1 1.3 <0.002 0.3 <0.005 37 250 0.0062 <0.01
4/1/21 <0.005 <0.003 <0.1 20 <0.001 17 <2 <0.01 <0.01 0.2 4.6 <3 161 <0.0002 3 28 <0.005 22 <0.1 1.5 <0.002 0.2 <0.005 37 260 0.0053 <0.01
7/9/21 <0.005 <0.003 <0.1 21 <0.001 16 2 <0.01 <0.01 0.2 7.5 3.1 172 <0.0002 3 29 <0.005 24 <0.1 1.4 <0.002 0.3 <0.005 37 260 0.0065 <0.01
10/3/21 <0.005-J <0.003-J <0.1-J 21-J <0.001-J 16-J <2-J <0.01-J <0.01-J 0.2-J 8.1-J 4-J 164-J <0.0002-J 3-J 28-J <0.005-J 23-J <0.1-J 1.6-J <0.002-J 0.9-J <0.005-J 38-J 250-J 0.0061-J <0.01-J
2/5/22 <0.005 <0.003 <0.1 22 <0.001 16 3 <0.01 <0.01 0.2 10.6 6.6 165 <0.0002 3 28 <0.005 22 <0.1 1.5 <0.002 <0.2 <0.005 36 250 0.0059 <0.01
4/2/22 <0.005 <0.003 <0.1 20 <0.001 17 5 <0.01 <0.01 0.2 7 <3 164 <0.0002 3 29 <0.005 22 <0.1 1.5 <0.002 0.3 <0.005 37 250 0.0063 <0.01
7/8/22 <0.005 <0.003 <0.1 22 <0.001 18 5-J <0.01 <0.01 0.2 9.5-J 5.8-J 163 <0.0002 3 29 <0.005 23 <0.1 1.7 <0.002 0.2 <0.005 38 310 0.0055 <0.01
10/15/22 <0.005 <0.003 <0.1 22 <0.001 16 2 <0.01 <0.01 0.2 8.6 4.9 160 <0.0002 3 30 <0.005 26 <0.1 1.6 <0.002 1.3 <0.005 37 290 0.0055 <0.01
3/10/23 <0.005 <0.003 <0.1 22 <0.001 14 <2 <0.01 <0.01 0.2 9.8 5.7 157 <0.0002 2 29 <0.005 21 <0.1 1.6 <0.002 0.4 <0.005 33 250 0.0061 <0.01
4/22/23 <0.005 <0.003 <0.1 20 <0.001 15 6 <0.01 <0.01 0.2 9.9 6.1 152 <0.0002 3 28 <0.005 23 <0.1 1.7 <0.002 0.2 <0.005 33 230 0.0056 <0.01
RM18
Shootaring Canyon Uranium Facility
Date Ag (mg/L)As (mg/L)
Ba
(mg/L)
Ca
(mg/L)Cd (mg/L)Cl (mg/L)
CO3
(mg/L)
Cr
(mg/L)
Cu
(mg/L)F (mg/L)
Gross
Alpha
(pCi/L)
Calculated
Adjusted
Gross
Alpha
(pCi/L)
HCO3
(mg/L)Hg (mg/L)
K
(mg/L)
Mg
(mg/L)
Mo
(mg/L)
Na
(mg/L)
NH3 as N
(mg/L)
NO3+NO2
as N
(mg/L)Pb (mg/L)
Ra-226
(pCi/L)
Se
(mg/L)
SO4
(mg/L)
TDS
(mg/L)
Unat
(mg/L)
Zn
(mg/L)
11/30/03 <0.005 <0.003 0.1 <0.001 8.1 <0.01 <0.01 0.2 <0.001 <0.005 <0.1 1.4 <0.002 <0.005 25.4 225 0.0035 0.01
3/23/04 <0.005 <0.003 0.1 21.4 <0.001 7 <2 <0.01 <0.01 0.2 186 <0.001 2.5 24.8 <0.005 21.8 <0.1 1.44 <0.002 <0.2 <0.005 26.1 208 0.0034 0.01
9/21/04 <0.005 <0.003 0.1 22.1 <0.001 6 <2 <0.01 <0.01 0.2 192 <0.001 3.1 23.9 <0.005 19.9 <0.1 1.33 <0.002 0.4 <0.005 25 212 0.0031 0.05
11/29/04 <0.005 <0.003 0.1 20.5 <0.001 8 <2 <0.01 <0.01 0.2 195 <0.001 2.5 24.8 <0.005 21.3 <0.1 1.4 <0.002 0.5 <0.005 23 201 0.003 <0.01
3/20/05 <0.005 <0.003 0.1 20.6 <0.001 8 <2 <0.01 <0.01 0.2 184 <0.001 2.2 24.2 <0.005 20 <0.1 1.3 <0.002 <0.2 <0.005 24 210 0.0032 <0.01
6/12/05 <0.005 <0.003 0.1 20.7 <0.001 6 <2 <0.01 <0.01 0.1 174 <0.001 1.8 24.1 <0.005 21.2 <0.1 1.4 <0.002 <0.2 <0.005 23 188 0.0034 <0.01
9/11/05 <0.005 <0.003 0.1 20.4 <0.001 7 <2 <0.01 <0.01 0.2 188 <0.001 2 23.8 <0.005 20.8 <0.1 1.4 <0.002 <0.2 <0.005 26 172 0.0032 <0.01
12/13/05 <0.005 <0.003 0.1 18.1 <0.001 7 <2 <0.01 <0.01 0.2 180 <0.001 2.2 22.2 <0.005 20.8 <0.1 1.4 <0.002 <0.2 <0.005 26 233 0.003 <0.01
3/11/06 <0.005 <0.003 0.1 21.1 <0.001 7 <2 <0.01 <0.01 0.2 183 <0.001 2.4 24.6 <0.005 21.1 <0.1 1.4 <0.002 <0.2 <0.005 26 214 0.0031 <0.01
6/11/06 <0.005 <0.003 0.1 19.4 <0.001 7 <2 <0.01 <0.01 0.2 171 <0.001 2.5 23.2 <0.005 18.6 <0.1 1.3 <0.002 0.5 <0.005 30 178 0.0032 <0.01
9/19/06 <0.005 <0.003 0.1 21 <0.001 6 <2 <0.01 <0.01 0.2 175 <0.001 2.3 24.4 <0.005 21.5 <0.1 1.4 <0.002 <0.2 <0.005 27 194 0.0032 <0.01
12/8/06 <0.005 <0.003 0.1 20 <0.001 7 <2 <0.01 <0.01 0.3 176 <0.001 2.4 23.8 <0.005 21.1 <0.1 1.4 <0.002 <0.2 <0.005 26 194 0.0032 <0.01
3/11/07 <0.005 <0.003 0.1 21.3 <0.001 7 <2 <0.01 <0.01 0.2 4 <3 181 <0.001 2.5 25.5 <0.005 22 <0.1 1.4 <0.002 <0.2 <0.005 25 178 0.0032 <0.01
6/24/07 <0.005 <0.003 0.1 20.9 <0.001 7 <2 <0.01 <0.01 0.3 6.5 4.33 183 <0.001 2.5 24.9 <0.005 20.7 <0.1 1.5 <0.002 <0.2 <0.005 26 188 0.0032 <0.01
9/1/07 <0.005 <0.003 0.1 19.6 <0.001 7 <2 <0.01 <0.01 0.3 6 3.97 185 <0.001 2.6 22.8 <0.005 20.6 <0.1 1.5 <0.002 <0.2 <0.005 27 186 0.003 <0.01
12/3/07 <0.005 <0.003 0.1 18.5 <0.001 7 <2 <0.01 <0.01 0.2 7.8 5.57 178 <0.001 2.3 21.6 <0.005 18.8 <0.1 1.4 <0.002 <0.2 <0.005 27 187 0.0033 <0.01
3/25/08 <0.005 <0.003 0.1-J 20.5 <0.001 6 <2 <0.01 <0.01 0.2 187 <0.001 2.4 24.6 <0.005 21.8 <0.1 1.4 <0.002 <0.2 <0.005 40 192-J 0.0029 <0.01
6/29/08 <0.005-J <0.003 0.1-J 21 <0.001 7 <2 <0.01 <0.01 0.2 7.3 5.27 181 <0.001 2 24 <0.005 20 <0.1 1.37-J <0.002 <0.2 <0.005 26 179 0.003-J <0.01
9/23/08 <0.005 <0.003 <0.1 20.6 <0.001 7 <2 <0.01 <0.01 0.2 192 <0.001 2.3 24.9 <0.005 19.6 <0.1 1.46-J <0.002 <0.2 <0.005 27 196 0.003 <0.01
12/16/08 <0.005 <0.003 <0.1 20.4 <0.001 6 <2 <0.01 <0.01 0.2 176 <0.001 2.4 23.4 <0.005 20 <0.1 1.4 <0.002 <0.2 <0.005 24 196 0.0029 <0.01
2/9/09 <0.005 <0.003 <0.1 18-J <0.001 6 <2 <0.01 <0.01 0.2 178 <0.001 2 21-J <0.005 20-J <0.1 1.4 <0.002 <0.2 <0.005 26 176 0.0029 <0.01
4/12/09 <0.005 <0.003 <0.1 19 <0.001 7 <2 <0.01 <0.01 0.2 204 <0.001 2-J 22 <0.005 19-J <0.1-J 1.3 <0.002 0.2 <0.005 23 200 0.0028 <0.01
8/24/09 <0.005 <0.003 0.1 19 <0.001 5-R <2 <0.01 <0.01 0.2 187-J <0.001 2 22 <0.005 19 <0.05 1.4 <0.002 0.67 <0.005 27 192 0.0029 <0.01
9/29/09 8 <2 0.2 183-J 25 205
10/19/09 <0.005 <0.003 0.1 19 <0.001 7 <2 <0.01 <0.01 0.2 188-J <0.001 2 21 <0.005 20 <0.1 1.4 <0.002 <0.2 <0.005 24 200 0.0029 <0.01
2/1/10 <0.005-R <0.003-R <0.1-R 19-R <0.001-R 5-R <2-R <0.01-R <0.01-R 0.2-R 195-R <0.001-R 2-R 21-R <0.005-R 20-R <0.1-R 1.4-R <0.002-R <0.2 <0.005-R 24-R 130-R 0.0031-R <0.01-R
3/22/10 <0.005 <0.003 0.1 20 <0.001 9 <2 <0.01 <0.01 0.2 195-J <0.001 2 23 <0.005 21 <0.1 1.3 <0.002 <0.005 25 211 0.003 <0.01
4/12/10 <0.005 <0.003 0.1 21 <0.001 5 <2 <0.01 <0.01 0.2 198-R <0.001-R 3 23 <0.005 20 <0.1 1.5 <0.002 0.27 <0.005-R 25 189 0.003 <0.01-R
8/30/10 <0.005 <0.003 <0.1 19 <0.001 6.8 <20-J <0.01 <0.01 0.23 3.7 <3 150-J <0.001 2.3 22 <0.005 19 0.013 1.4 <0.002 <0.26-R <0.005 24 180 0.003 <0.01
10/18/10 <0.005 <0.003 <0.1 20 <0.001 7 <2 <0.01 <0.01 0.21 3.3 <3 150 <0.001 2.5 22 <0.005 20 1.4 <0.002 0.26 <0.005 23 170 0.0028 <0.01
1/24/11 <0.005 <0.003 <0.1 19 <0.001 7.3 <2 <0.01 <0.01 0.22 4.9 3.00 150 <0.001 2.3 22 <0.005 18 <0.1 1.4 <0.002 0.23 <0.005 23 200 0.0028 <0.01
4/11/11 <0.005 <0.003 <0.1 19 <0.001 7 <2 <0.01 <0.01 0.2 4 <3 150 <0.001 2.1 23 <0.005 19 <0.1 1.5 <0.002 <0.2 <0.005 23 210 0.0029 <0.01
7/25/11 <0.005 <0.003 <0.1 20 <0.001 7.3 <4 <0.01 <0.01 <0.2 4.1 <3 150 <0.001 2.5 23 <0.005 19 <0.1 1.4 <0.002 0.25 <0.005 22 210 0.0027 <0.01
10/17/11 <0.005 <0.003 <0.1 19 <0.001 7.1 <2 <0.01 <0.01 <0.2 3.9 <3 150 <0.001 2.2 23 <0.005 18 <0.1 1.4 <0.002 0.31 <0.005 23 200 0.0031 <0.01
2/13/12 <0.005 <0.003 <0.1 19 <0.001 7.3 <2 <0.01 <0.01 0.2 4.2 <3 150 <0.001 2.2 21 <0.005 17 <0.1 1.4 <0.002 0.26 <0.005 23 200 0.0028 <0.01
4/30/12 <0.005 <0.003 <0.1 19 <0.001 7 <2 <0.01 <0.01 <0.2 4.1 <3 150 <0.001 2.1 22 <0.005 19 <0.1 1.4 <0.002 0.35-J <0.005 22 200 0.0028 <0.01
7/23/12 <0.005 <0.003 <0.1 20 <0.001 7.5 <4 <0.01 <0.01 0.23 3.8 <3 150 <0.001 2.4 22 <0.005 20 <0.1 1.4 <0.002 0.44 <0.005 23 180 0.0028 <0.01
10/1/12 <0.005 <0.003 <0.1 18 <0.001 7.4 <2 <0.01 <0.01 0.21 2.7 <3 150 <0.001 2.1 21 <0.005 18 <0.1 1.3 <0.002 0.29 <0.005 23 210 0.0026 <0.01
2/19/13 <0.005 <0.003 0.1 20 <0.001 7.2 <8 <0.01 <0.01 0.22 4.9 3.07 150 <0.001 2.4 24 <0.005 20 <0.1 1.5 <0.002 0.35 <0.005 25 210 0.0027 <0.01
5/21/13 <0.005 <0.003 <0.1 20 <0.001 7.9 <2 <0.01 <0.01 0.41-R 4.7 <3 150 <0.001 2.6 22 <0.005 18 <0.1 1.6 <0.002 0.24 <0.005 25 210 0.0027 <0.01
7/15/13 <0.005 <0.003 <0.1 20 <0.001 7.4 <2 <0.01 <0.01 <0.2 4.5 <3 150 <0.001 2.4 23 <0.005 18 <0.1 1.6 <0.002 0.39 <0.005 23 210 0.0026 <0.01
11/4/13 <0.005 <0.003 <0.1 18 <0.001 7.6 <2 <0.01 <0.01 <0.2 3.5 <3 150 <0.001 2.1 22 <0.005 19 <0.1 1.4 <0.002 0.4 <0.005 24 200 0.0027 <0.01
2/24/14 <0.005 <0.003 0.11 19 <0.001 7.7 <2 <0.01 <0.01 <0.2 4.8 <3 150 <0.001 2.3 21 <0.005 20 <0.1 1.4 <0.002 0.27 <0.005 24 200 0.0028 <0.01
4/28/14 <0.005 <0.003 0.1 20 <0.001 7.3 <2 <0.01 <0.01 <0.2 4.3 <3 150 <0.001 2.5 23 <0.005 19 <0.1 1.4 <0.002 <0.2 <0.005 23 200 0.0028 <0.01
4/28/14 <0.005 <0.003 0.1 20 <0.001 7.4 <2 <0.01 <0.01 <0.2 4.3 <3 150 <0.001 2.5 23 <0.005 19 <0.1 1.4 <0.002 <0.2 0.0087 23 200 0.0028 <0.01
4/28/14 <0.005 <0.003 0.1 20 <0.001 7.3 <2 <0.01 <0.01 0.2 5.3 3.40 150 <0.001 2.5 23 <0.005 19 <0.1 1.4 <0.002 <0.2 <0.005 23 210 0.0028 <0.01
4/28/14 <0.005 <0.003 0.1 20 <0.001 7.4 <2 <0.01 <0.01 0.2 5.7 3.80 150 <0.001 2.5 23 <0.005 19 <0.1 1.4 <0.002 0.3 <0.005 23 200 0.0028 <0.01
7/21/14 <0.005 <0.003 <0.1 20 <0.001 7.7 <2 <0.01 <0.01 <0.2 5.4 3.43 150 <0.001 2.5 22 <0.005 19 <0.1 1.4 <0.002 0.43 <0.005 23 200 0.0029 <0.01
10/27/14 <0.005 <0.003 0.1 19 <0.001 7.5 <2 <0.01 <0.01 <0.2 4.5 <3 150 <0.001 2.4 21 <0.005 18 <0.1 1.4 <0.002 0.26 0.0077 23 200 0.0028 <0.01
2/23/15 <0.005 <0.003-R <0.1 19 <0.001 7.3 <2 <0.01 <0.01 <0.2 6.3 4.46 150 <0.001 2 22 <0.005 18 <0.1 1.4 <0.002 0.27 <0.005 23 200 0.0027 <0.01
2/23/15 <0.003
5/11/15 <0.005 <0.003 <0.1 20 <0.001 7.5 <2 <0.01 <0.01 <0.2 <3 <3 150 <0.001 2.5 23 <0.005 19 <0.1 1.4 <0.002 0.261 <0.005 24 200 <0.003 <0.01
8/10/15 <0.005 <0.003 <0.1 20 <0.001 7.4 <2 <0.01 <0.01 <0.2 4.5 <3 140 <0.001 2.5 22 <0.005 20 0.13 1.5 <0.002 0.23 <0.005 23 210 0.003 <0.01
10/19/15 <0.005 <0.003 <0.1 20 <0.001 8 <8 <0.01 <0.01 <0.2 4.6 <3 140 <0.001 2.3 21 <0.005 21 <0.1 1.4 <0.002 <0.2 <0.005 25 200 0.0029 <0.01
3/7/16 <0.005 <0.003 0.1 20 <0.001 7.5 <2 <0.01 <0.01 <0.2 4.7 <3 150 <0.001 2.4 22 <0.005 20 <0.1 1.4 <0.002 0.36 <0.005 24 190 0.0027 0.013
4/29/16 <0.005 <0.003 <0.1 19 <0.001 7.7 <8 <0.01 <0.01 0.2 4.1 <3 150 <0.001 2.5 22 <0.005 19 <0.1 1.4 <0.002 0.24 <0.005 24 230 0.0031 <0.01
8/4/16 <0.005 <0.003 <0.1 20 <0.001 7.2 <2 <0.01 <0.01 0.2 3.2 <3 150 <0.001 2.6 22 <0.005 19 <0.1-R 1.5 <0.002 0.22 <0.005 23 190 0.0028 <0.01
9/27/16 <0.1
10/18/16 <0.005 <0.003 <0.1 18 <0.001 7 4 <0.01 <0.01 0.2 6.6 4.8 147 <0.001 2 21 <0.005 22 <0.1 1.3 <0.002 0.4 <0.005 21 210 0.0026 <0.01
2/14/17 <0.005 <0.003 <0.1 19 <0.001 8 <2 <0.01 <0.01 0.2 5.4 4.4 153 <0.001 3 25 <0.005 19 <0.1 1.9 <0.002 1 <0.005 24 210 0.003 <0.01
5/2/17 <0.005 <0.003 <0.1 18 <0.001 7 3 <0.01 <0.01 0.2 5.3 3.7 146 <0.001 3 21 <0.005 21 <0.1 1.4 <0.002 0.3 <0.005 21 200 0.0023 <0.01
7/17/17 <0.005 <0.003 <0.1 19 <0.001 6 4 <0.01 <0.01 0.2 5.7 3.8 146 <0.001 2 21 <0.005 19 <0.1 1.4 <0.002 0.4 <0.005 21 220 0.0028 <0.01
RM18
Shootaring Canyon Uranium Facility
Date Ag (mg/L)As (mg/L)
Ba
(mg/L)
Ca
(mg/L)Cd (mg/L)Cl (mg/L)
CO3
(mg/L)
Cr
(mg/L)
Cu
(mg/L)F (mg/L)
Gross
Alpha
(pCi/L)
Calculated
Adjusted
Gross
Alpha
(pCi/L)
HCO3
(mg/L)Hg (mg/L)
K
(mg/L)
Mg
(mg/L)
Mo
(mg/L)
Na
(mg/L)
NH3 as N
(mg/L)
NO3+NO2
as N
(mg/L)Pb (mg/L)
Ra-226
(pCi/L)
Se
(mg/L)
SO4
(mg/L)
TDS
(mg/L)
Unat
(mg/L)
Zn
(mg/L)
10/31/17 <0.005 <0.003 <0.1 18 <0.001 7 3 <0.01 <0.01 0.2 6.1 4.7 153 <0.001 2 20 <0.005 20 <0.1 1.4 <0.002 <0.2 <0.005 21 200 0.002 <0.01
2/19/18 <0.005 <0.003 <0.1 18 <0.001 7 <2 <0.01 <0.01 0.2 4.1 2.7 145 <0.001 2 20 <0.005 19 <0.1 1.4 <0.002 0.4 <0.005 21 200 0.002 <0.01
4/23/18 <0.005 <0.003 <0.1 19 <0.001 7 4 <0.01 <0.01 0.2 3.9 2.4 146 <0.001 2 20 <0.005 22 <0.1 1.4 <0.002 0.6 <0.005 21 190 0.0022 <0.01
7/9/18 <0.005 <0.003 <0.1 18 <0.001 7 5 <0.01 <0.01 0.2 5 3.3 146 <0.001 2 21 <0.005 19 <0.1 1.4 <0.002 1.3-J <0.005 20 200 0.0026 <0.01
10/9/18 <0.005 <0.003 <0.1 22 <0.001 17 5 <0.01 <0.01 0.2 8.1 4.6 160 <0.001 3 27 <0.005 26 <0.1 1.5 <0.002 0.5 <0.005 39 240 0.0051 <0.01
1/26/19 <0.005 <0.003 <0.1 18 <0.001 7 4 <0.01 <0.01 0.2 5 4.3 149 <0.001 3 21 <0.005 23 <0.1 1.3 <0.002 1.2 <0.005 20 220 0.0023 <0.01
4/28/19 <0.005 <0.003 <0.1 18 <0.001 6 4 <0.01 <0.01 0.2 4.4 2.7 149 <0.001 3 21 <0.005 20 <0.1 1.3 <0.002 0.2 <0.005 20 210 0.0026 <0.01
7/28/19 <0.01 <0.003 <0.1 18 <0.001 7 6 <0.01 <0.01 0.2 5.3 3.7 143 <0.0002 2 21 <0.01 19 <0.1 1.4 <0.002 0.3 <0.01 21 200 0.0023 <0.01
11/3/19 <0.005 <0.003 <0.1 18 <0.001 6 <2 <0.01 <0.01 0.2 5.6 3.6 156 <0.0002 3 20 <0.005 21 <0.1 1.3 <0.002 0.3 <0.005 21 210 0.003 <0.01
2/16/20 <0.005 <0.003 <0.1 18 <0.001 7 2 <0.01 <0.01 0.2 3.9 2.3 148 <0.0002 3 21 <0.005 19 <0.1 1.3 <0.002 0.4 <0.005 21 210 0.0024 <0.01
5/24/20 <0.005 <0.003 <0.1 19 <0.001 7 <2 <0.01 <0.01 0.2 3.1 <2 150 <0.0002 3 22 <0.005 20 0.1 1.3 <0.002 0.3 <0.005 20 230 0.0025 <0.01
7/7/20 <0.005 <0.003 0.1 20 <0.001 7 <2 <0.01 <0.01 0.2 3.7 <3 153 <0.0002 2 23 <0.005 22 <0.1 1.4 <0.002 0.3 <0.005 21 220 0.0034 <0.01
10/5/20 <0.005 <0.003 <0.1 19 <0.001 8 3 <0.01 <0.01 0.2 4.2 2.2 150 <0.0002 3 22 <0.005 20 <0.1 1.3 <0.002 0.3 <0.005 21 210 0.003 <0.01
1/22/21 <0.005 <0.003 <0.1 18 <0.001 7 <2 <0.01 <0.01 0.2 5 3.1 153 <0.0002 3 21 <0.005 19 <0.1 1.3 <0.002 0.2 <0.005 22 210 0.0028 <0.01
4/1/21 <0.005 <0.003 <0.1 18 <0.001 7 <2 <0.01 <0.01 0.2 6.6 4.5 154 <0.0002 2 21 <0.005 19 <0.1 1.4 <0.002 0.3 <0.005 20 210 0.0031 <0.01
7/9/21 <0.005 <0.003 <0.1 19 <0.001 6 2 <0.01 <0.01 0.2 4.2 2.2 150 <0.0002 3 22 <0.005 21 <0.1 1.3 <0.002 <0.2 <0.005 21 210 0.0029 <0.01
10/3/21 <0.005 <0.003 <0.1 19 <0.001 7 <2 <0.01 <0.01 0.2 5.7 3.8 157 <0.0002 3 21 <0.005 19 <0.1 1.4 <0.002 0.5 <0.005 22 210 0.0029 <0.01
2/5/22 <0.005 <0.003 <0.1 19 <0.001 7 5 <0.01 <0.01 0.2 3.8 <2 156 <0.0002 2 21 <0.005 18 <0.1 1.3 <0.002 0.3 <0.005 20 180 0.0029 <0.01
4/2/22 <0.005 <0.003 <0.1 19 <0.001 7 3 <0.01 <0.01 0.2 3.7 <2 158 <0.0002 3 22 <0.005 22 <0.1 1.4 <0.002 <0.2 <0.005 20 190 0.003 <0.01
7/9/22 <0.005 <0.003 <0.1 20 <0.001 7 4-J <0.01 <0.01 0.2 5.3-J 3.2-J 158 <0.0002 3 22 <0.005 20 <0.1 1.3 <0.002 <0.2 <0.005 21 270 0.003 <0.01
10/16/22 <0.005 <0.003 <0.1 19 <0.001 7 6 <0.01 <0.01 0.2 8.1 6.4 147 <0.0002 3 23 <0.005 22 <0.1 1.4 <0.002 1.2 <0.005 20 250 0.0025 <0.01
3/11/23 <0.005 <0.003 <0.1 20 <0.001 6 3 <0.01 <0.01 0.2 6 4 148 <0.0002 2 23 <0.005 19 <0.1 1.5 <0.002 0.3 <0.005 18 210 0.003 <0.01
4/22/23 <0.005 <0.003 0.1 19 <0.001 6 4 <0.01 <0.01 0.2 5.1 3 148 <0.0002 3 22 <0.005 20 <0.1 1.5 <0.002 0.3 <0.005 19 190 0.003 <0.01
RM19
Shootaring Canyon Uranium Facility
Date Ag (mg/L)As (mg/L)
Ba
(mg/L)
Ca
(mg/L)Cd (mg/L)
Cl
(mg/L)
CO3
(mg/L)Cr (mg/L)Cu (mg/L)F (mg/L)
Gross
Alpha
(pCi/L)
Calculated
Adjusted
Gross
Alpha
(pCi/L)
HCO3
(mg/L)Hg (mg/L)
K
(mg/L)
Mg
(mg/L)
Mo
(mg/L)
Na
(mg/L)
NH3 as N
(mg/L)
NO3+NO2
as N
(mg/L)Pb (mg/L)
Ra-226
(pCi/L)
Se
(mg/L)
SO4
(mg/L)
TDS
(mg/L)
Unat
(mg/L)Zn (mg/L)
11/30/03 <0.005 <0.003 0.1 <0.001 5.6 <0.01 <0.01 0.2 <0.001 <0.005 <0.1 1.4 <0.002 <0.005 23.2 225 0.0034 0.03
3/22/04 <0.005 <0.003 0.1 19.1 <0.001 8 <2 <0.01 <0.01 0.2 174 <0.001 2.4 24.4 <0.005 17.3 <0.1 1.45 <0.002 <0.2 <0.005 23 208 0.0033 <0.01
9/21/04 <0.005 <0.003 0.1 20.4 <0.001 4 <2 <0.01 <0.01 0.2 183 <0.001 2.1 23.4 <0.005 18.5 <0.1 1.34 <0.002 0.3 <0.005 23 197 0.0028 0.04
11/7/04 <0.005 <0.003 0.1 20.8 <0.001 3 <2 <0.01 <0.01 0.2 189 <0.001 2.7 25.3 <0.005 21.4 <0.1 1.3 <0.002 <0.2 <0.005 22 176 0.0029 <0.01
3/20/05 <0.005 <0.003 0.1 19.9 <0.001 5 <2 <0.01 0.06 0.2 184 <0.001 2.4 24.2 <0.005 19.4 <0.1 1.4 <0.002 0.5 <0.005 22 203 0.0032 <0.01
6/12/05 <0.005 <0.003 0.1 19.9 <0.001 5 <2 <0.01 <0.01 <0.2 173 <0.001 1.9 24 <0.005 20.3 <0.1 1.5 <0.002 <0.2 <0.005 22 188 0.0032 <0.01
9/11/05 <0.005 <0.003 0.1 19.6 <0.001 6 <2 <0.01 <0.01 0.2 186 <0.001 2.1 23.8 <0.005 20 <0.1 1.5 <0.002 0.2 <0.005 23 168 0.0033 <0.01
12/12/05 <0.005 <0.003 0.1 18.2 <0.001-J 5 2 <0.01 <0.01 0.2 177 <0.001 2.4 21.9 <0.005 19.4 <0.1 1.3 <0.002 <0.2 <0.005 23 194 0.0033 0.02
3/11/06 <0.005 <0.003 0.1 20.2 <0.001 5 <2 <0.01 <0.01 0.2 183 <0.001 2.5 24.8 <0.005 20.2 <0.1 1.4 <0.002 <0.2 <0.005 23 174 0.0032 <0.01
6/11/06 <0.005 <0.003 0.1 18.4 <0.001 5 <2 <0.01 <0.01 0.2 171 <0.001 2.6 23 <0.005 17.3 <0.1 1.4 <0.002 0.4 <0.005 30 174 0.0033 <0.01
9/19/06 <0.005 <0.003 0.1 20.2 <0.001 6 <2 <0.01 <0.01 0.2 175 <0.001 2.4 24.7 <0.005 20.8 <0.1 1.3 <0.002 <0.2 <0.005 24 182 0.0034 <0.01
12/9/06 <0.005 <0.003 0.1 19.6 <0.001 5 <2 <0.01 <0.01 0.3 175 <0.001 2.6 24.3 <0.005 20.6 <0.1 1.4 <0.002 <0.2 <0.005 24 188 0.0035 <0.01
3/12/07 <0.005 <0.003 0.1 20.5 <0.001 5 <2 <0.01 <0.01 0.2 4.9 <3 181 <0.001 2.6 25.6 <0.005 21 <0.1 1.5 <0.002 <0.2 <0.005 22 174 0.0033 <0.01
6/24/07 <0.005 <0.003 0.1 20 <0.001 3 <2 <0.01 <0.01 0.2 6.7 4.47 189 <0.001 2.6 24.8 <0.005 19.5 <0.1 1.5 <0.002 <0.2 <0.005 23 190 0.0033 <0.01
9/1/07 <0.005 <0.003 0.1 18.6 <0.001 5 <2 <0.01 <0.01 0.3 5 <3 186 <0.001 2.7 22.2 <0.005 19.6 <0.1 1.5 <0.002 <0.2 <0.005 25 182 0.0032 <0.01
12/3/07 <0.005 <0.003 0.1 17.6 <0.001 6 <2 <0.01 <0.01 0.2 7 4.63 180 <0.001 2.4 21.3 <0.005 18.1 <0.1 1.4 <0.002 <0.2 <0.005 24 185 0.0035 <0.01
3/25/08 <0.005 <0.003 0.1-J 19.6 <0.001 4 <2 <0.01 <0.01 0.2 186 <0.001 2.5 24.6 <0.005 20.7 <0.1 1.5 <0.002 <0.2 <0.005 22 188-J 0.0031 <0.01
6/29/08 <0.005-J <0.003 0.1-J 20 <0.001 5 <2 <0.01 <0.01 0.2 4.7 <3 182 <0.001 3 25 <0.005 21 <0.1 1.45-J <0.002 <0.2 <0.005 26 172-J 0.003-J <0.01
9/23/08 <0.005 <0.003 0.1 20.8 <0.001 5 <2 <0.01 <0.01 0.2 179 <0.001 2.4 24.3 <0.005 19.2 <0.1 1.45-J <0.002 <0.2 <0.005 25 188 0.0033 <0.01
12/16/08 <0.005 <0.003 0.1-J 19.4 <0.001 4 <2 <0.01 <0.01 0.2 178 <0.001 2.6 23.8 <0.005 20 <0.1 1.59 <0.002 0.37-J <0.005 22 196 0.0031 <0.01
2/8/09 <0.005 <0.003 0.1 18-J <0.001 4 <2 <0.01 <0.01 0.2 180 <0.001 2 21-J <0.005 20-J <0.1 1.4 <0.002 0.24 <0.005 25 156 0.0031 <0.01
4/12/09 <0.005 <0.003 0.1 18 <0.001 6 1 <0.01 <0.01 0.2 183 <0.001 2-J 21 <0.005 19-J <0.1 1.4 <0.002 0.4 <0.005 22 194 0.0031 <0.01
8/24/09 <0.005 <0.003 0.1 18 <0.001 5 <2 <0.01 <0.01 0.2 188-J <0.001 3 22 <0.005 18 <0.1 1.4 <0.002 0.52 <0.005 25 284-R 0.0031 <0.01
8/25/09 <0.005 <0.003 0.11 18 <0.001 6.4-R <20 <0.01 <0.01 0.22-R 4.28-R 160 <0.001 2.8 22 <0.005 18 <0.1-R 1.5 <0.002 <0.2-R <0.005 22-R 200 0.003 0.014
9/29/09 <0.005 <0.003 0.1 19 <0.001 7 <2 <0.01 <0.01 0.2 190-J <0.001 2 22 <0.005 18 <0.1 1.5 <0.002 <0.2 <0.005 23 181-R 0.0031 <0.01
10/18/09 <0.005 <0.003 0.1 18 <0.001 6 <2 <0.01 <0.01 0.2 192-J <0.001 2 22 <0.005 18 <0.1 1.4 <0.002 0.22 <0.005 22 205 0.0031 <0.01
2/1/10 <0.005-R <0.003-R 0.1-R 19-R <0.001-R 5-R <2-R <0.01-R <0.01-R 0.2-R 196-R <0.001-R 2-R 21-R <0.005-R 19-R <0.1-R 1.4-R <0.002-R 0.05 <0.005-R 22-R 119-R 0.0032-R <0.01-R
3/22/10 <0.005 <0.003 0.1 19 <0.001 6 <2 <0.01 <0.01 0.2 204-J <0.001 2 23 <0.005 20 <0.1 1.4 <0.002 <0.005 23 216 0.0031 <0.01
4/12/10 <0.005 <0.003 0.1 22 <0.001 5 <2 <0.01 <0.01 0.2 196-R <0.001 3 25 <0.005 20 <0.1 1.5 <0.002 0.23 <0.005 22 202 0.0032 <0.01
8/30/10 <0.005 <0.003 0.11 19 <0.001 5.5 <20-J <0.01 <0.01 0.22 4 <3 160-J <0.001 2.4 23 <0.005 19 0.014 1.5 <0.002 <0.09-R <0.005 22 180 0.0032 <0.01
10/18/10 <0.005 <0.003 0.1 19 <0.001 5.6 <2 <0.01 <0.01 0.22 4.4 <3 150 <0.001 2.5 22 <0.005 19 1.5 <0.002 0.26 <0.005 21 200 0.003 0.024
1/24/11 <0.005 <0.003 0.1 18 <0.001 5.9 <2 <0.01 <0.01 0.2 5.5 3.40 150 <0.001 2.4 22 <0.005 18 <0.1 1.5 <0.002 0.25 <0.005 21 190 0.0031 <0.01
4/11/11 <0.005 <0.003 0.11 19 <0.001 5.7 <2 <0.01 <0.01 0.2 4 <3 150 <0.001 2.2 23 <0.005 18 <0.1 1.5 <0.002 0.29 <0.005 21 210 0.0033 <0.01
7/25/11 <0.005 <0.003 0.1 18 <0.001 5.9 <4 <0.01 <0.01 <0.2 3.4 <3 150 <0.001 2.5 23 <0.005 18 <0.1 1.4 <0.002 0.21 <0.005 21 210 0.0034 <0.01
10/17/11 <0.005 <0.003 0.11 18 <0.001 5.8 <2 <0.01 <0.01 0.2 4.5 <3 150 <0.001 2.3 23 <0.005 18 <0.1 1.5 <0.002 0.23 <0.005 21 190 0.0032 <0.01
2/13/12 <0.005 <0.003 0.1 18 <0.001 6.1 <2 <0.01 <0.01 <0.2 3.3 <3 150 <0.001 2.3 21 <0.005 17 <0.1 1.5 <0.002 0.29 <0.005 21 200 0.0028 <0.01
4/30/12 <0.005 <0.003 0.1 18 <0.001 5.7 <2 <0.01 <0.01 <0.2 4.3 <3 150 <0.001 2.2 22 <0.005 18 <0.1 1.4 <0.002 <0.2-J <0.005 20 190 0.0029 <0.01
7/23/12 <0.005 <0.003 0.11 19 <0.001 6.1 <4 <0.01 <0.01 0.22 4.7 <3 150 <0.001 2.2 22 <0.005 18 <0.1 1.5 <0.002 0.28 <0.005 21 170 0.0029 0.011
10/1/12 <0.005 <0.003 0.1 18 <0.001 6.2 <2 <0.01 <0.01 0.22 3.4 <3 150 <0.001 2.2 22 <0.005 17 <0.1 1.4 <0.002 0.31 <0.005 20 210 0.0027 <0.01
2/19/13 <0.005 <0.003 0.11 19 <0.001 5.8 <8 <0.01 <0.01 0.22 7.9 5.94 150 <0.001 2.4 24 <0.005 19 <0.1 1.5 <0.002 0.26 <0.005 22 190 0.0029 <0.01
5/21/13 <0.005 <0.003 0.11 19 <0.001 6.4 <2 <0.01 <0.01 0.25 5.1 3.20 150 <0.001 2.6 22 <0.005 17 <0.1 1.6 <0.002 <0.2 <0.003 21 210 0.0028 <0.01
7/15/13 <0.005 <0.003 0.11 19 <0.001 6.1 <2 <0.01 <0.01 0.2 5.1 3.20 150 <0.001 2.4 23 <0.005 17 <0.1 1.6 <0.002 0.36 <0.005 21 220 0.0028 <0.01
7/15/13 5
11/4/13 <0.005 <0.003 0.11 18 <0.001 6.2 <2 <0.01 <0.01 0.21 4 <3 150 <0.001 2.1 22 <0.005 18 <0.1 1.4 <0.002 0.45 <0.005 22 190 0.0026 <0.01
2/24/14 <0.005 <0.003 0.12 19 <0.001 6.3 <2 <0.01 <0.01 <0.2 5.2 3.23 150 <0.001 2.5 22 <0.005 20 <0.1 1.5 <0.002 0.26 <0.005 22 200 0.0029 <0.01
4/28/14 <0.005 <0.003 0.12 19 <0.001 6.1 <2 <0.01 <0.01 <0.2 4.3 <3 150 <0.001 2.5 23 <0.005 18 <0.1 1.5 <0.002 0.25 <0.005 21 200 0.0032 <0.01
7/21/14 <0.005 <0.003 0.11 19 <0.001 6.2 <2 <0.01 <0.01 <0.2 4.9 <3 150 <0.001 2.5 23 <0.005 18 <0.1 1.5 <0.002 0.25 <0.005 21 220 0.0032 <0.01
10/27/14 <0.005 <0.003 0.11 18 <0.001 6.1 <2 <0.01 <0.01 <0.2 6.1 4.06 150 <0.001 2.4 22 <0.005 17 <0.1 1.5 <0.002 0.23 <0.005 21 200 0.003 <0.01
2/23/15 <0.005 <0.003-R 0.11 19 <0.001 5.9 <2 <0.01 <0.01 <0.2 3.8 <3 150 <0.001 2.1 23 <0.005 17 <0.1 1.4 <0.002 0.31 <0.005 21 200 0.003 <0.01
2/23/15 <0.003
5/11/15 <0.005 <0.003 0.11 18 <0.001 6.2 <2 <0.01 <0.01 <0.2 5.8 3.49 150 <0.001 2.5 23 <0.005 18 <0.1 1.5 <0.002 0.29 <0.005 22 200 0.0034 <0.01
8/10/15 <0.005 <0.003 0.11 19 <0.001 6.1 <2 <0.01 <0.01 0.2 4.4 <3 150 <0.001 2.6 23 <0.005 18 <0.1 1.5 <0.002 0.3 <0.005 22 200 0.003 <0.01
10/19/15 <0.005 <0.003 0.10 19 <0.001 6.6 <8 <0.01 <0.01 <0.2 5.2 3.3 150 <0.001 2.3 21 <0.005 20 <0.1 1.4 <0.002 0.37 <0.005 23 180 0.0028 <0.01
3/7/16 <0.005 <0.003 0.11 20 <0.001 6.3 <2 <0.01 <0.01 <0.2 4.2 <3 150 <0.001 2.5 22 <0.005 19 <0.1 1.4 <0.002 0.279 <0.005 22 180 0.003 <0.01
4/29/16 <0.005 <0.003 0.11 18 <0.001 6.3 <8 <0.01 <0.01 <0.2 5.8 3.62 150 <0.001 2.5 22 <0.005 18 <0.1 1.5 <0.002 0.32 <0.005 22 220 0.0032 0.019
8/4/16 <0.005 <0.003 0.11 19 <0.001 5.9 <2 <0.01 <0.01 <0.2 4 <3 140 <0.001 2.7 22 <0.005 18 <0.1-R 1.6 <0.002 0.25 <0.005 21 180 0.0031 <0.01
9/27/16 <0.1
10/18/16 <0.005 <0.003 0.1 18 <0.001 5 5 <0.01 <0.01 0.2 8.1 6.1 147 <0.001 3 22 <0.005 21 <0.1 1.6 <0.002 0.6 <0.005 19 200 0.003 <0.01
10/18/16 6.6 4.5
2/14/17 <0.005 <0.003 <0.1 18 <0.001 5-J <2 <0.01 <0.01 0.2 6.7 5.1 152 <0.001 3 23 <0.005 18 <0.1 1.6 <0.002 1.2 <0.005 20 200 0.0023-J <0.01
5/2/17 <0.005 <0.003 <0.1 18 <0.001 5 2 <0.01 <0.01 0.2 5.6 4.1 147 <0.001 2 21 <0.005 18 <0.1 1.5 <0.002 0.3 <0.005 19 200 0.0023 <0.01
7/17/17 <0.005 <0.003 <0.1 18 <0.001 5 5 <0.01 <0.01 0.2 6.2 4.5 147 <0.001 3 21 <0.005 18 <0.1 1.4 <0.002 0.8 <0.005 19 220 0.0025 <0.01
RM19
Shootaring Canyon Uranium Facility
Date Ag (mg/L)As (mg/L)
Ba
(mg/L)
Ca
(mg/L)Cd (mg/L)
Cl
(mg/L)
CO3
(mg/L)Cr (mg/L)Cu (mg/L)F (mg/L)
Gross
Alpha
(pCi/L)
Calculated
Adjusted
Gross
Alpha
(pCi/L)
HCO3
(mg/L)Hg (mg/L)
K
(mg/L)
Mg
(mg/L)
Mo
(mg/L)
Na
(mg/L)
NH3 as N
(mg/L)
NO3+NO2
as N
(mg/L)Pb (mg/L)
Ra-226
(pCi/L)
Se
(mg/L)
SO4
(mg/L)
TDS
(mg/L)
Unat
(mg/L)Zn (mg/L)
10/30/17 <0.005 <0.003 <0.1 17 <0.001 6 2 <0.01 <0.01 0.2 6 4.4 154 <0.001 3 20 <0.005 20 <0.1 1.5 <0.002 <0.2 <0.005 20 210 0.0024 <0.01
2/19/18 <0.005 <0.003 <0.1 18 <0.001 5 3 <0.01 <0.01 0.2 4.7 3.3 147 <0.001 3 21 <0.005 18 <0.1 1.5 <0.002 0.8 <0.005 19 190 0.0021 <0.01
4/23/18 <0.005 <0.003 <0.1 18 <0.001 5 6 <0.01 <0.01 0.2 5.8 4.4 145 <0.001 3 21 <0.005 21 <0.1 1.4 <0.002 0.6 <0.005 19 200 0.0022 <0.01
7/9/18 <0.005 <0.003 <0.1 16 <0.001 5 4 <0.01 <0.01 0.2 7.6 5.7 147 <0.001 2 21 <0.005 18 <0.1 1.5 <0.002 2-J <0.005 19 180 0.0028 <0.01
10/8/18 <0.005 <0.003 <0.1 18 <0.001 6 4 <0.01 <0.01 0.2 6.4 4.8 154 <0.001 3 20 <0.005 23 <0.1 1.4 <0.002 0.3 <0.005 20 190 0.0024 <0.01
1/26/19 <0.005 <0.003 <0.1 17 <0.001 5 4 <0.01 <0.01 0.2 5 4.4 151 <0.001 3 21 <0.005 22 <0.1 1.4 <0.002 2.8 <0.005 19 210 0.0023 <0.01
4/28/19 <0.005 <0.003 <0.1 17 <0.001 5 5 <0.01 <0.01 0.2 5.3 3.7 149 <0.001 3 21 <0.005 19 <0.1 1.4 <0.002 0.3 <0.005 18 210 0.0025 <0.01
7/28/19 <0.01 <0.003 <0.1 17 <0.001 6 9 <0.01 <0.01 0.2 5.9 4.1 143 <0.0002 2 21 <0.01 18 <0.1 1.4 <0.002 0.3 <0.01 19 200 0.0026 <0.01
11/3/19 <0.005 <0.003 0.1 17 <0.001 5 <2 <0.01 <0.01 0.2 5.1 3 155 <0.0002 3 20 <0.005 20 <0.1 1.3 <0.002 0.4 <0.005 19 200 0.0031 <0.01
2/16/20 <0.005 <0.003 <0.1 17 <0.001 6 3 <0.01 <0.01 0.2 6.4 4.7 149 <0.0002 3 20 <0.005 18 <0.1 1.4 <0.002 0.4 <0.005 19 200 0.0025 <0.01
5/24/20 <0.005 <0.003 <0.1 19 <0.001 5 <2 <0.01 <0.01 0.2 2.6 <2 153 <0.0002 3 22 <0.005 19 0.1 1.4 <0.002 0.2 <0.005 18 220 0.0026 <0.01
7/7/20 <0.005 <0.003 0.1 19 <0.001 6 <2 <0.01 <0.01 0.2 5.5 3 153 <0.0002 2 23 <0.005 20 <0.1 1.5 <0.002 0.3 <0.005 19 220 0.0037 <0.01
10/5/20 <0.005 <0.003 <0.1 18 <0.001 6 2 <0.01 <0.01 0.2 5.5 3.7 152 <0.0002 3 22 <0.005 19 <0.1 1.4 <0.002 0.3 <0.005 19 210 0.0027 <0.01
1/22/21 <0.005 <0.003 0.1 19 <0.001 5 <2 <0.01 <0.01 0.2 6.4 4.5 156 <0.0002 3 23 <0.005 20 <0.1 1.4 <0.002 <0.2 <0.005 18 210 0.0029 <0.01
4/1/21 <0.005 <0.003 0.1 18 <0.001 4 <2 <0.01 <0.01 0.2 5.7 3.6 152 <0.0002 3 23 <0.005 19 <0.1 1.4 <0.002 0.5 <0.005 12 210 0.0031 <0.01
7/9/21 <0.005 <0.003 <0.1 18 <0.001 5 3 <0.01 <0.01 0.2 4.1 2.4 149 <0.0002 3 22 <0.005 20 <0.1 1.4 <0.002 <0.2 <0.005 19 210 0.0025 <0.01
10/3/21 <0.005 <0.003 <0.1 18 <0.001 6 <2 <0.01 <0.01 0.2 5.1 3.2 158 <0.0002 3 21 <0.005 19 <0.1 1.6 <0.002 0.6 <0.005 20 210 0.0027 <0.01
2/5/22 <0.005 <0.003 0.1 19 <0.001 5 5 <0.01 <0.01 0.2 4 <2 155 <0.0002 3 22 <0.005 18 <0.1 1.4 <0.002 0.2 <0.005 18 190 0.0031 <0.01
4/2/22 <0.005 <0.003 0.1 17 <0.001 6 <2 <0.01 <0.01 0.2 4.6 2.5 159 <0.0002 2 23 <0.005 18 <0.1 1.5 <0.002 0.3 <0.005 19 190 0.0032 <0.01
7/9/22 <0.005 <0.003 <0.1 18 <0.001 5 4-J <0.01 <0.01 0.2 4.1-J 2.3-J 156 <0.0002 3 22 <0.005 18 <0.1 1.4 <0.002 <0.2 <0.005 18 250 0.0026 <0.01
10/16/22 <0.005 <0.003 <0.1 19 <0.001 6 4 <0.01 <0.01 0.2 5.2 3.6 150 <0.0002 3 24 <0.005 21 <0.1 1.5 <0.002 0.7 <0.005 19 240 0.0023 <0.01
3/11/23 <0.005 <0.003 0.1 19 <0.001 5 5 <0.01 <0.01 0.2 4.7 2.7 146 <0.0002 2 24 <0.005 18 <0.1 1.5 <0.002 0.4 <0.005 17 200 0.0029 <0.01
4/24/23 <0.005 <0.003 0.1 18 <0.001 5 3 <0.01 <0.01 0.2 6 4 147 <0.0002 3 22 <0.005 19 <0.1 1.6 <0.002 0.2 <0.005 17 190 0.003 <0.01
RM20
Shootaring Canyon Uranium Facility
Date Ag (mg/L)
As
(mg/L)
Ba
(mg/L)
Ca
(mg/L)Cd (mg/L)
Cl
(mg/L)
CO3
(mg/L)Cr (mg/L)Cu (mg/L)F (mg/L)
Gross
Alpha
(pCi/L)
Calculated
Adjusted
Gross
Alpha
(pCi/L)
HCO3
(mg/L)Hg (mg/L)
K
(mg/L)
Mg
(mg/L)
Mo
(mg/L)
Na
(mg/L)
NH3 as N
(mg/L)
NO3+NO2
as N
(mg/L)Pb (mg/L)
Ra-226
(pCi/L)
Se
(mg/L)
SO4
(mg/L)
TDS
(mg/L)
Unat
(mg/L)Zn (mg/L)
11/30/03 <0.005 0.01 0.2 <0.001 12.6 <0.01 <0.01 0.2 <0.001 <0.005 <0.1 1.2 <0.002 0.02 107 315 0.0065 <0.01
3/23/04 <0.005 0.01 0.2 40 <0.001 15 <2 <0.01 <0.01 0.2 126 <0.001 2.8 27.4 <0.005 18.1 <0.1 1.27 <0.002 <0.2 0.025 132 323 0.006 <0.01
9/21/04 <0.005 0.009 0.2 42.1 <0.001 11 <2 <0.01 <0.01 0.3 122 <0.001 2.5 25.6 <0.005 19.6 <0.1 1.21 <0.002 <0.2 0.023 131 323 0.0058 0.03
11/7/04 <0.005 0.01 0.2 44 <0.001 11 <2 <0.01 <0.01 0.3 124 <0.001 3.1 27.5 <0.005 22.5 <0.1 1.2 <0.002 <0.2 0.023 126 314 0.0061 <0.01
3/20/05 <0.005 0.01 0.2 43.2 <0.001 13 <2 <0.01 <0.01 0.3 126 <0.001 2.8 26.6 <0.005 20.5 <0.1 1.2 <0.002 <0.2 0.022 121 341 0.0062 <0.01
6/12/05 <0.005 0.009 0.2 43.1 <0.001 12 <2 <0.01 <0.01 0.2 121 <0.001 2.4 26.4 <0.005 22 <0.1 1.3 <0.002 <0.2 0.022 120 332 0.0067 <0.01
9/11/05 <0.005 0.01 0.2 42.1 <0.001 12 <2 <0.01 <0.01 0.2 130 <0.001 2.5 25.9 <0.005 21.4 <0.1 1.3 <0.002 0.4 0.022 125 294 0.0067 <0.01
12/13/05 <0.005 0.009 0.2 36.4 <0.001-J 10 <2 <0.01 <0.01 0.2 128 <0.001 2.8 23.6 <0.005 20.7 <0.1 1.2 <0.002 <0.2 0.018 130 315 0.0068 <0.01
3/11/06 <0.005 0.009 0.2 43.2 <0.001 11 <2 <0.01 <0.01 0.2 125 <0.001 3 26.5 <0.005 21.2 <0.1 1.2 <0.002 <0.2 0.019 115 302 0.0062 <0.01
6/11/06 <0.005 0.01 0.2 37.3 <0.001 11 <2 <0.01 <0.01 0.2 121 <0.001 3 24.1 <0.005 18.6 <0.1 1.2 <0.002 0.4 0.021 115-J 278 0.007 <0.01
9/20/06 <0.005 0.01 0.2 42 <0.001 11 <2 <0.01 <0.01 0.2 165 <0.001 2.8 25.8 <0.005 21.7 <0.1 1.1 <0.002 <0.2 0.02 125 286 0.0073 <0.01
12/8/06 <0.005 0.01 0.2 40.9 <0.001 10 <2 <0.01 <0.01 0.3 126 <0.001 2.9 24.5 <0.005 21 <0.1 1.2 <0.002 <0.2 0.018 112 288 0.0071 <0.01
3/11/07 <0.005 0.01 0.2 41.7 <0.001 9 <2 <0.01 <0.01 0.3 5.2 <3 132 <0.001 3 26.3 <0.005 21.8 <0.1 1.3 <0.002 <0.2 0.018 113 282 0.0073 <0.01
6/24/07 <0.005 0.01 0.2 40.5 <0.001 10 <2 <0.01 <0.01 0.3 4.7 <3 134 <0.001 3 25 <0.005 20.4 <0.1 1.3 <0.002 0.5 0.018 112 298 0.0072 <0.01
9/1/07 <0.005 0.01 0.2 38.4 <0.001 10 <2 <0.01 <0.01 0.3 4.3 <3 135 <0.001 3.2 23.4 <0.005 20.4 <0.1 1.3 <0.002 0.5 0.017 106 280 0.0071 <0.01
12/4/07 <0.005 0.011 0.2 37 <0.001 10 <2 <0.01 <0.01 0.2 5.6 <3 131 <0.001 2.9 23.2 <0.005 19.2 <0.1 1.2 <0.002 <0.2 0.018 103 290 0.0077 <0.01
3/26/08 <0.005 0.01 0.2-J 39.3 <0.001 10 <2 <0.01 <0.01 0.2 138 <0.001 3 25.6 <0.005 21.7 <0.1 1.2 <0.002 <0.2 0.017 106 285-J 0.0072 <0.01
6/30/08 <0.005-J 0.01 0.2-J 44 <0.001 10 <2 <0.01 <0.01 0.2 6.5 <3 136 <0.001 3 26 <0.005 20 <0.1 2.2-J <0.002 <0.2 0.016 112 294 0.0075-J <0.01
9/23/08 <0.005 0.009 0.1 42.1 <0.001 8 <2 <0.01 <0.01 0.2 134 <0.001 2.8 26.2 <0.005 20 <0.1 1.23-J <0.002 <0.2 0.015 108 286 0.0075 <0.01
12/15/08 <0.005 0.009-J 0.1 38.7 <0.001 8 <2 <0.01 <0.01 0.2 134 <0.001 2.9 23.8 <0.005 20 <0.1 1.2 <0.002 <0.2 0.014 99 280-J 0.007 <0.01
2/9/09 <0.005 0.009 0.1 34-J <0.001 9 <2 <0.01 <0.01 0.2 135 <0.001 2 21-J <0.005 19-J <0.1 1.2 <0.002 <0.2 0.014 99 270 0.0078 <0.01
4/13/09 <0.005 0.009 0.1 35 <0.001 10 <2 <0.01 <0.01 0.2 140 <0.001 3-J 22 <0.005 20-J <0.1 1.1 <0.002 0.26 0.015 101 291 0.0075 <0.01
8/24/09 <0.005 0.01 0.2 37 <0.001 10 <2 <0.01 <0.01 0.2 143-J <0.001 3 22 <0.005 18 <0.1 1.2 <0.002 0.36 0.015-J 107 276 0.0083 <0.01
10/18/09 <0.005 0.01 0.2 36 <0.001 8 <2 <0.01 <0.01 0.2 146-J <0.001 3 22 <0.005 19 <0.1 1.2 <0.002 0.03 0.015 103 319 0.0082 <0.01
2/1/10 <0.005-R 0.01-R 0.1-R 37-R <0.001-R 8-R <2-R <0.01-R <0.01-R 0.2-R 150-R <0.001-R 3-R 22-R <0.005-R 20-R <0.1-R 1.2-R <0.002-R <0.2 0.014-R 101-R 216-R 0.0089-R <0.01-R
3/22/10 <0.005 0.009 0.1 36 <0.001 6 <2 <0.01 <0.01 0.2 152-J <0.001 3 22 <0.005 20 <0.1 1.1 <0.002 0.014 100 275 0.0088 <0.01
4/12/10 <0.005 0.01 0.2 40 <0.001 8 <2 <0.01 <0.01 0.2 152-R <0.001 3 24 <0.005 20 <0.1 1.2 <0.002 0.29 0.014 100 282 0.009 <0.01
8/30/10 <0.005 0.0089 0.15 37 <0.001 9.1 <20-J <0.01 <0.01 0.25 5.1 <3 120-J <0.001 2.9 23 <0.005 20 <0.1 1.1 <0.002 <0.23-R 0.015 98 280 0.0091 <0.01
10/18/10 <0.005 0.0092 0.14 38 <0.001 9.2 <2 <0.01 <0.01 0.23 6.3 <3 110 <0.001 3 23 <0.005 21 1.2 <0.002 <0.2 0.015 97 270 0.009 <0.01
1/24/11 <0.005 0.0096 0.14 36 <0.001 9.3 <2 <0.01 <0.01 0.23 7.8 <3 120 <0.001 2.8 22 <0.005 18 <0.1 1.1 <0.002 <0.2 0.014 94 270 0.0091 <0.01
4/11/11 <0.005 0.0088 0.14 35 <0.001 8.8 <2 <0.01 <0.01 0.22 6.5 <3 120 <0.001 2.6 23 <0.005 19 <0.1 1.2 <0.002 <0.2 0.015 93 290 0.0094 <0.01
7/25/11 <0.005 0.009 0.14 37 <0.001 8.8 <4 <0.01 <0.01 0.2 6.2 <3 120 <0.001 3 23 <0.005 19 <0.1 1.1 <0.002 0.211 0.011 90 300 0.0094 <0.01
10/17/11 <0.005 0.0095 0.15 35 <0.001 8.5 <2 <0.01 <0.01 0.23 6.9 <3 120 <0.001 2.8 23 <0.005 19 <0.1 1.2 <0.002 0.21 0.012 91 270 0.01 <0.01
2/13/12 <0.005 0.0093 0.14 34 <0.001 8.7 <2 <0.01 <0.01 0.21 5.6 <3 120 <0.001 3.1 21 <0.005 17 <0.1 1.2 <0.002 0.26 0.012 89 270 0.0094 <0.01
4/30/12 <0.005 0.0091 0.14 34 <0.001 8.1 <2 <0.01 <0.01 0.21 4.5 <3 120 <0.001 2.6 21 <0.005 19 <0.1 1.1 <0.002 0.27-J 0.011 86 270 0.0097 <0.01
7/23/12 <0.005 0.009 0.14 36 <0.001 8.4 <4 <0.01 <0.01 0.28 5.9 <3 120 <0.001 2.5 22 <0.005 19 <0.1 1.1 <0.002 0.29 0.013 88 250 0.0092 <0.01
10/1/12 <0.005 0.009 0.14 33 <0.001 8.3 <2 <0.01 <0.01 0.25 4.3 <3 120 <0.001 2.5 21 <0.005 18 <0.1 1 <0.002 0.32 0.01 86 250 0.0094 <0.01
2/19/13 <0.005 0.0093 0.15 36 <0.001 7.8 <8 <0.01 <0.01 0.26 10.3 3.53 120 <0.001 2.9 23 <0.005 19 <0.1 1.2 <0.002 <0.2 0.0081 91 260 0.01 <0.01
5/21/13 <0.005 0.009 0.14 35 <0.001 8.2 <2 <0.01 <0.01 0.29 8.5 <3 120 <0.001 3 21 <0.005 18 <0.1 1.2 <0.002 0.27 0.0077 83 270 0.0094 <0.01
7/15/13 <0.005 0.0096 0.14 34 <0.001 7.9 <2 <0.01 <0.01 0.22 6.1 <3 120 <0.001 2.9 22 <0.005 18 <0.1 1.3 <0.002 0.202 0.012 81 290 0.01 <0.01
11/4/13 <0.005 0.0084 0.14 31 <0.001 8 <2 <0.01 <0.01 0.24 6.8 <3 120 <0.001 2.4 20 <0.005 18 <0.1 1.1 <0.002 0.34 0.0086 82 240 0.0095 <0.01
2/24/14 <0.005 0.0092 0.15 33 <0.001 7.9 <2 <0.01 <0.01 0.21 5.9 <3 120 <0.001 2.7 20 <0.005 19 <0.1 1.1 <0.002 0.27 0.011 81 250 0.01 <0.01
4/28/14 <0.005 0.011 0.15 33 <0.001 7.6 <2 <0.01 <0.01 0.22 4.8 <3 120 <0.001 2.9 21 <0.005 18 <0.1 1.1 <0.002 0.24 0.015 77 250 0.011 <0.01
4/28/14 0.0098 0.0074
7/21/14 <0.005 0.0093 0.14 33 <0.001 7.9 <2 <0.01 <0.01 0.21 8.8 <3 120 <0.001 2.9 21 <0.005 18 <0.1 1.1 <0.002 0.24 0.0057 76 250 0.011 <0.01
10/27/14 <0.005 0.0094 0.14 31 <0.001 7.8 <2 <0.01 <0.01 0.22 7.9 <3 120 <0.001 2.8 19 <0.005 17 <0.1 1.1 <0.002 0.29 0.0063 74 250 0.011 <0.01
2/23/15 <0.005 0.0091-R 0.14 31 <0.001 7.6 <2 <0.01 <0.01 0.22 8.7 1.9 120 <0.001 2.4 19 <0.005 17 <0.1 1.1 <0.002 0.27 <0.005 71 240 0.01 <0.01
0.0074
5/11/15 <0.005 0.0098 0.15 33 <0.001 8 <2 <0.01 <0.01 0.22 7.3 <3 120 <0.001 2.9 21 <0.005 18 <0.1 1.1 <0.002 0.225 0.011 71 240 0.012 <0.01
8/10/15 <0.005 0.0099 0.14 31 <0.001 8 <2 <0.01 <0.01 0.23 8 <3 120 <0.001 2.8 19 <0.005 18 <0.1 1.2 <0.002 0.25 0.008 70 240 0.011 <0.01
10/18/15 <0.005 0.0088 0.13 31 <0.001 8.6 <8 <0.01 <0.01 0.23 7.5 <3 110 <0.001 2.6 19 <0.005 19 <0.1 1.1 <0.002 0.31 0.0075 71 230 0.0011 <0.01
3/7/16 <0.005 0.011 0.14 32 <0.001 8.4 <2 <0.01 <0.01 0.24 8.9 <3 120 <0.001 2.7 19 <0.005 18 <0.1 1.1 <0.002 0.227 0.0055 69 180 0.012 <0.01
4/29/16 <0.005 0.0099 0.14 30 <0.001 8.5 <8 <0.01 <0.01 0.23 10.1 <3 120 <0.001 2.8 19 <0.005 18 <0.1 1.1 <0.002 0.205 0.0079 67 250 0.012 <0.01
8/4/16 <0.005 0.0088 0.14 30 <0.001 8.1 <2 <0.01 <0.01 0.24 11.2 3.72 120 <0.001 2.9 18 <0.005 18 <0.1-R 1.1 <0.002 0.27 0.0093 64 220 0.011 <0.01
9/27/16 <0.1
10/18/16 <0.005 0.008 0.1 28 <0.001 8 2 <0.01 <0.01 0.2 7 <3 118 <0.001 3 18 <0.005 18 <0.1 1.2 <0.002 0.3 0.007 57 240 0.0096 <0.01
2/15/17 <0.005 0.008 <0.1 29 <0.001 8 <2 <0.01 <0.01 0.2 7.6 <3 120 <0.001 3 19 <0.005 18 <0.1 1.2 <0.002 0.5 0.006 57 230 0.0084 <0.01
5/2/17 <0.005 0.008 0.1 28 <0.001 8 <2 <0.01 <0.01 0.2 7 <2 118 <0.001 3 18 <0.005 18 <0.1 1.1 <0.002 0.9 0.006 55 240 0.0092 <0.01
7/18/17 <0.005 0.009 0.1 28 <0.001 7 2 <0.01 <0.01 0.2 7.9 <3 117 <0.001 3 17 <0.005 17 <0.1 1 <0.002 0.2 0.007 54 250 0.0102 <0.01
10/31/17 <0.005 0.009 0.1 27 <0.001 9 <2 <0.01 <0.01 0.2 7.6 <3 122 <0.001 3 17 <0.005 19 <0.1 1.1 <0.002 <0.2 0.007 57 240 0.0105 <0.01
2/20/18 <0.005 0.007 <0.1 26 <0.001 9 <2 <0.01 <0.01 0.2 6.8 <2 116 <0.001 3 17 <0.005 19 <0.1 1.1 <0.002 0.7 0.006 55 230 0.008 <0.01
4/23/18 <0.005 0.009 0.1 28 <0.001 8 <2 <0.01 <0.01 0.2 5.1 <2 116 <0.001 3 17 <0.005 20 <0.1 1 <0.002 0.6 0.007 55 220 0.0097 <0.01
7/9/18 <0.005 0.007 0.1 27 <0.001 8 2 <0.01 <0.01 0.2 8.9 <3 115 <0.001 3 16 <0.005 16 <0.1 1 <0.002 0.5-J 0.006 52 230 0.0092 <0.01
RM20
Shootaring Canyon Uranium Facility
Date Ag (mg/L)
As
(mg/L)
Ba
(mg/L)
Ca
(mg/L)Cd (mg/L)
Cl
(mg/L)
CO3
(mg/L)Cr (mg/L)Cu (mg/L)F (mg/L)
Gross
Alpha
(pCi/L)
Calculated
Adjusted
Gross
Alpha
(pCi/L)
HCO3
(mg/L)Hg (mg/L)
K
(mg/L)
Mg
(mg/L)
Mo
(mg/L)
Na
(mg/L)
NH3 as N
(mg/L)
NO3+NO2
as N
(mg/L)Pb (mg/L)
Ra-226
(pCi/L)
Se
(mg/L)
SO4
(mg/L)
TDS
(mg/L)
Unat
(mg/L)Zn (mg/L)
10/9/18 <0.005 0.008 0.1 29 <0.001 9 <2 <0.01 <0.01 0.2 8.5 <2 120 <0.001 3 17 <0.005 22 <0.1 1.1 <0.002 0.3 0.006 56 230 0.01 <0.01
1/26/19 <0.005 0.008 0.1 26 <0.001 9 2 <0.01 <0.01 0.2 6 <2 117 <0.001 3 17 <0.005 21 <0.1 1 <0.002 2 0.005 53 250 0.01 <0.01
4/28/19 <0.005 0.009 0.1 27 <0.001 9 2 <0.01 <0.01 0.2 5.5 <3 117 <0.001 3 17 <0.005 18 <0.1 1 <0.002 <0.2 0.006 49 230 0.0108 <0.01
7/28/19 <0.01 0.009 0.1 26 <0.001 9 2 <0.01 <0.01 0.2 4.8 <2 118 <0.0002 3 18 <0.01 17 <0.1 1.1 <0.002 0.2 0.006 51 220 0.0109 <0.01
11/3/19 <0.005 0.009 0.1 26 <0.001 9 <2 <0.01 <0.01 0.2 7.6 <2 131 <0.0002 3 16 <0.005 21 <0.1 0.9 <0.002 0.2 0.007 52 230 0.0117 <0.01
2/16/20 <0.005 0.011 0.1 26 <0.001 9 <2 <0.01 <0.01 0.2 6.2 <2 118 <0.0002 3 16 <0.005 17 <0.1 0.9 <0.002 0.4 0.007 51 230 0.0119 0.01
5/24/20 <0.005 0.009 0.1 28 <0.001 9 <2 <0.01 <0.01 0.2 4.1 <2 117 <0.0002 3 18 <0.005 18 0.1 1 <0.002 0.3 0.006 51 240 0.0108 <0.01
7/7/20 <0.005 0.012 0.2 29 <0.001 10 <2 <0.01 <0.01 0.2 9.3 <2 118 <0.0002 2 18 <0.005 19 <0.1 1.1 <0.002 0.2 0.009 53 240 0.0156 <0.01
10/5/20 <0.005 0.009 0.1 28 <0.001 10 <2 <0.01 <0.01 0.2 7.9 <2 118 <0.0002 4 18 <0.005 18 <0.1 1.1 <0.002 0.3 0.006 52 240 0.0119 <0.01
1/22/21 <0.005 0.01 0.1 26 <0.001 10 <2 <0.01 <0.01 0.3 6.4 <3 116 <0.0002 3 17 <0.005 17 <0.1 1 <0.002 0.4 0.007 51 230 0.0128 <0.01
4/1/21 <0.005 0.009 0.1 26 <0.001 10 <2 <0.01 <0.01 0.3 6.8 <2 118 <0.0002 3 17 <0.005 17 <0.1 1 <0.002 <0.2 0.006 50 230 0.0124 <0.01
7/9/21 <0.005 0.008 0.1 28 <0.001 9 <2 <0.01 <0.01 0.2 7.2 <2 116 <0.0002 3 18 <0.005 18 <0.1 1 <0.002 <0.2 0.006 50 230 0.011 <0.01
10/3/21 <0.005 0.009 0.1 27 <0.001 10 <2 <0.01 <0.01 0.2 6.4 <2 121 <0.0002 3 17 <0.005 18 <0.1 1.1 <0.002 0.2 0.006 52 220 0.0115 <0.01
2/5/22 <0.005 0.009 0.1 28 <0.001 10 2 <0.01 <0.01 0.3 7.7 <2 119 <0.0002 3 17 <0.005 17 <0.1 1 <0.002 0.4 0.006 50 210 0.0116 <0.01
4/2/22 <0.005 0.01 0.1 26 <0.001 10 <2 <0.01 <0.01 0.2 5 <2 125 <0.0002 3 18 <0.005 17 <0.1 1 <0.002 0.2 0.007 54 220 0.0141 <0.01
7/9/22 <0.005 0.009 0.1 29 <0.001 10 <2-J <0.01 <0.01 0.2 9.2-J <2-J 120 <0.0002 3 18 <0.005 17 <0.1 1 <0.002 <0.2 0.006 49 260 0.0109 <0.01
10/15/22 <0.005 0.008 0.1 28 <0.001 10 <2 <0.01 <0.01 0.3 11 3.4 116 <0.0002 3 19 <0.005 19 <0.1 1.1 <0.002 0.3 0.006 49 260 0.0112 <0.01
3/11/23 <0.005 0.011 0.1 28 <0.001 9 <2 <0.01 <0.01 0.2 11.7 2.6 113 <0.0002 2 18 <0.005 16 <0.1 1.1 <0.002 0.3 0.007 43 220 0.0134 <0.01
4/22/23 <0.005 0.01 0.1 28 <0.001 10 2 <0.01 <0.01 0.2 9.3 <2 112 <0.0002 3 18 <0.005 18 <0.1 1.1 <0.002 0.4 0.007 45 210 0.0137 <0.01
0
0.005
0.01
0.015
0.02
0.025
0.03
0.035
0.04
0.045
0.05
11
/
1
/
0
3
10
/
3
1
/
0
4
10
/
3
1
/
0
5
10
/
3
1
/
0
6
10
/
3
1
/
0
7
10
/
3
0
/
0
8
10
/
3
0
/
0
9
10
/
3
0
/
1
0
10
/
3
0
/
1
1
10
/
2
9
/
1
2
10
/
2
9
/
1
3
10
/
2
9
/
1
4
10
/
2
9
/
1
5
10
/
2
8
/
1
6
10
/
2
8
/
1
7
10
/
2
8
/
1
8
10
/
2
8
/
1
9
10
/
2
7
/
2
0
10
/
2
7
/
2
1
10
/
2
7
/
2
2
10
/
2
7
/
2
3
Ag

(
m
g
/
L
)
Year
Silver
RM1
RM2R
RM7
RM8
RM12
RM14
RM18
RM19
RM20
Open symbols indicate sample result was
below reporting limit.
0
0.01
0.02
0.03
0.04
0.05
0.06
11
/
1
/
0
3
10
/
3
1
/
0
4
10
/
3
1
/
0
5
10
/
3
1
/
0
6
10
/
3
1
/
0
7
10
/
3
0
/
0
8
10
/
3
0
/
0
9
10
/
3
0
/
1
0
10
/
3
0
/
1
1
10
/
2
9
/
1
2
10
/
2
9
/
1
3
10
/
2
9
/
1
4
10
/
2
9
/
1
5
10
/
2
8
/
1
6
10
/
2
8
/
1
7
10
/
2
8
/
1
8
10
/
2
8
/
1
9
10
/
2
7
/
2
0
10
/
2
7
/
2
1
10
/
2
7
/
2
2
10
/
2
7
/
2
3
As

(
m
g
/
L
)
Year
Arsenic
RM1
RM2R
RM7
RM8
RM12
RM14
RM18
RM19
RM20
Open symbols indicate sample result was below
reporting limit.
0
0.1
0.2
0.3
0.4
0.5
0.6
11
/
1
/
0
3
10
/
3
1
/
0
4
10
/
3
1
/
0
5
10
/
3
1
/
0
6
10
/
3
1
/
0
7
10
/
3
0
/
0
8
10
/
3
0
/
0
9
10
/
3
0
/
1
0
10
/
3
0
/
1
1
10
/
2
9
/
1
2
10
/
2
9
/
1
3
10
/
2
9
/
1
4
10
/
2
9
/
1
5
10
/
2
8
/
1
6
10
/
2
8
/
1
7
10
/
2
8
/
1
8
10
/
2
8
/
1
9
10
/
2
7
/
2
0
10
/
2
7
/
2
1
10
/
2
7
/
2
2
10
/
2
7
/
2
3
Ba

(
m
g
/
L
)
Year
Barium
RM1
RM2R
RM7
RM8
RM12
RM14
RM18
RM19
RM20
Open symbols indicate sample result was below
reporting limit.
0
5
10
15
20
25
30
35
40
45
50
11
/
1
/
0
3
10
/
3
1
/
0
4
10
/
3
1
/
0
5
10
/
3
1
/
0
6
10
/
3
1
/
0
7
10
/
3
0
/
0
8
10
/
3
0
/
0
9
10
/
3
0
/
1
0
10
/
3
0
/
1
1
10
/
2
9
/
1
2
10
/
2
9
/
1
3
10
/
2
9
/
1
4
10
/
2
9
/
1
5
10
/
2
8
/
1
6
10
/
2
8
/
1
7
10
/
2
8
/
1
8
10
/
2
8
/
1
9
10
/
2
7
/
2
0
10
/
2
7
/
2
1
10
/
2
7
/
2
2
10
/
2
7
/
2
3
Ca

(
m
g
/
L
)
Year
Calcium
RM1
RM2R
RM7
RM8
RM12
RM14
RM18
RM19
RM20
Open symbols indicate sample result was
below reporting limit.
0
0.0005
0.001
0.0015
0.002
0.0025
0.003
0.0035
0.004
0.0045
0.005
11
/
1
/
0
3
10
/
3
1
/
0
4
10
/
3
1
/
0
5
10
/
3
1
/
0
6
10
/
3
1
/
0
7
10
/
3
0
/
0
8
10
/
3
0
/
0
9
10
/
3
0
/
1
0
10
/
3
0
/
1
1
10
/
2
9
/
1
2
10
/
2
9
/
1
3
10
/
2
9
/
1
4
10
/
2
9
/
1
5
10
/
2
8
/
1
6
10
/
2
8
/
1
7
10
/
2
8
/
1
8
10
/
2
8
/
1
9
10
/
2
7
/
2
0
10
/
2
7
/
2
1
10
/
2
7
/
2
2
10
/
2
7
/
2
3
Cd

(
m
g
/
L
)
Year
Cadmium
RM1
RM2R
RM7
RM8
RM12
RM14
RM18
RM19
RM20
Open symbols indicate sample result was below
reporting limit.
0
10
20
30
40
50
60
70
80
90
100
11
/
1
/
0
3
10
/
3
1
/
0
4
10
/
3
1
/
0
5
10
/
3
1
/
0
6
10
/
3
1
/
0
7
10
/
3
0
/
0
8
10
/
3
0
/
0
9
10
/
3
0
/
1
0
10
/
3
0
/
1
1
10
/
2
9
/
1
2
10
/
2
9
/
1
3
10
/
2
9
/
1
4
10
/
2
9
/
1
5
10
/
2
8
/
1
6
10
/
2
8
/
1
7
10
/
2
8
/
1
8
10
/
2
8
/
1
9
10
/
2
7
/
2
0
10
/
2
7
/
2
1
10
/
2
7
/
2
2
10
/
2
7
/
2
3
Cl

(
m
g
/
L
)
Year
Chloride
RM1
RM2R
RM7
RM8
RM12
RM14
RM18
RM19
RM20
Open symbols indicate sample result was below
reporting limit.
0
5
10
15
20
25
11
/
1
/
0
3
10
/
3
1
/
0
4
10
/
3
1
/
0
5
10
/
3
1
/
0
6
10
/
3
1
/
0
7
10
/
3
0
/
0
8
10
/
3
0
/
0
9
10
/
3
0
/
1
0
10
/
3
0
/
1
1
10
/
2
9
/
1
2
10
/
2
9
/
1
3
10
/
2
9
/
1
4
10
/
2
9
/
1
5
10
/
2
8
/
1
6
10
/
2
8
/
1
7
10
/
2
8
/
1
8
10
/
2
8
/
1
9
10
/
2
7
/
2
0
10
/
2
7
/
2
1
10
/
2
7
/
2
2
10
/
2
7
/
2
3
CO
3

(
m
g
/
L
)
Year
CO3
RM1
RM2R
RM7
RM8
RM12
RM14
RM18
RM19
RM20
Open symbols indicate sample result was below
reporting limit.
0
0.005
0.01
0.015
0.02
0.025
0.03
0.035
0.04
0.045
0.05
11
/
1
/
0
3
10
/
3
1
/
0
4
10
/
3
1
/
0
5
10
/
3
1
/
0
6
10
/
3
1
/
0
7
10
/
3
0
/
0
8
10
/
3
0
/
0
9
10
/
3
0
/
1
0
10
/
3
0
/
1
1
10
/
2
9
/
1
2
10
/
2
9
/
1
3
10
/
2
9
/
1
4
10
/
2
9
/
1
5
10
/
2
8
/
1
6
10
/
2
8
/
1
7
10
/
2
8
/
1
8
10
/
2
8
/
1
9
10
/
2
7
/
2
0
10
/
2
7
/
2
1
10
/
2
7
/
2
2
10
/
2
7
/
2
3
Cr

(
m
g
/
L
)
Year
Chromium
RM1
RM2R
RM7
RM8
RM12
RM14
RM18
RM19
RM20
Open symbols indicate sample result was below
reporting limit.
0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
11
/
1
/
0
3
10
/
3
1
/
0
4
10
/
3
1
/
0
5
10
/
3
1
/
0
6
10
/
3
1
/
0
7
10
/
3
0
/
0
8
10
/
3
0
/
0
9
10
/
3
0
/
1
0
10
/
3
0
/
1
1
10
/
2
9
/
1
2
10
/
2
9
/
1
3
10
/
2
9
/
1
4
10
/
2
9
/
1
5
10
/
2
8
/
1
6
10
/
2
8
/
1
7
10
/
2
8
/
1
8
10
/
2
8
/
1
9
10
/
2
7
/
2
0
10
/
2
7
/
2
1
10
/
2
7
/
2
2
10
/
2
7
/
2
3
Cu

(
m
g
/
L
)
Year
Copper
RM1
RM2R
RM7
RM8
RM12
RM14
RM18
RM19
RM20
Open symbols indicate sample result was below
reporting limit.
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
2
11
/
1
/
0
3
10
/
3
1
/
0
4
10
/
3
1
/
0
5
10
/
3
1
/
0
6
10
/
3
1
/
0
7
10
/
3
0
/
0
8
10
/
3
0
/
0
9
10
/
3
0
/
1
0
10
/
3
0
/
1
1
10
/
2
9
/
1
2
10
/
2
9
/
1
3
10
/
2
9
/
1
4
10
/
2
9
/
1
5
10
/
2
8
/
1
6
10
/
2
8
/
1
7
10
/
2
8
/
1
8
10
/
2
8
/
1
9
10
/
2
7
/
2
0
10
/
2
7
/
2
1
10
/
2
7
/
2
2
10
/
2
7
/
2
3
F
(
m
g
/
L
)
Year
Fluoride
RM1
RM2R
RM7
RM8
RM12
RM14
RM18
RM19
RM20
Open symbols indicate sample result was below
reporting limit.
0
5
10
15
20
25
30
11
/
1
/
0
3
10
/
3
1
/
0
4
10
/
3
1
/
0
5
10
/
3
1
/
0
6
10
/
3
1
/
0
7
10
/
3
0
/
0
8
10
/
3
0
/
0
9
10
/
3
0
/
1
0
10
/
3
0
/
1
1
10
/
2
9
/
1
2
10
/
2
9
/
1
3
10
/
2
9
/
1
4
10
/
2
9
/
1
5
10
/
2
8
/
1
6
10
/
2
8
/
1
7
10
/
2
8
/
1
8
10
/
2
8
/
1
9
10
/
2
7
/
2
0
10
/
2
7
/
2
1
10
/
2
7
/
2
2
10
/
2
7
/
2
3
Gr
o
s
s

A
l
p
h
a

(
p
C
i
/
L
)
Year
Gross Alpha
RM1
RM2R
RM7
RM8
RM12
RM14
RM18
RM19
RM20
Open symbols indicate sample result was below
reporting limit.
0
2
4
6
8
10
12
14
11
/
1
/
0
3
10
/
3
1
/
0
4
10
/
3
1
/
0
5
10
/
3
1
/
0
6
10
/
3
1
/
0
7
10
/
3
0
/
0
8
10
/
3
0
/
0
9
10
/
3
0
/
1
0
10
/
3
0
/
1
1
10
/
2
9
/
1
2
10
/
2
9
/
1
3
10
/
2
9
/
1
4
10
/
2
9
/
1
5
10
/
2
8
/
1
6
10
/
2
8
/
1
7
10
/
2
8
/
1
8
10
/
2
8
/
1
9
10
/
2
7
/
2
0
10
/
2
7
/
2
1
10
/
2
7
/
2
2
10
/
2
7
/
2
3
Ca
l
c
u
l
a
t
e
d

A
d
j
u
s
t
e
d

G
r
o
s
s

A
l
p
h
a

(
p
C
i
/
L
)
Year
Calculated Adjusted Gross Alpha
RM1
RM2R
RM7
RM8
RM12
RM14
RM18
RM19
RM20
Open symbols indicate sample result was below
reporting limit.
0
50
100
150
200
250
300
11
/
1
/
0
3
10
/
3
1
/
0
4
10
/
3
1
/
0
5
10
/
3
1
/
0
6
10
/
3
1
/
0
7
10
/
3
0
/
0
8
10
/
3
0
/
0
9
10
/
3
0
/
1
0
10
/
3
0
/
1
1
10
/
2
9
/
1
2
10
/
2
9
/
1
3
10
/
2
9
/
1
4
10
/
2
9
/
1
5
10
/
2
8
/
1
6
10
/
2
8
/
1
7
10
/
2
8
/
1
8
10
/
2
8
/
1
9
10
/
2
7
/
2
0
10
/
2
7
/
2
1
10
/
2
7
/
2
2
10
/
2
7
/
2
3
HC
O
3

(
m
g
/
L
)
Year
HCO3
RM1
RM2R
RM7
RM8
RM12
RM14
RM18
RM19
RM20
Open symbols indicate sample result was below
reporting limit.
0
0.0005
0.001
0.0015
0.002
0.0025
0.003
11
/
1
/
0
3
10
/
3
1
/
0
4
10
/
3
1
/
0
5
10
/
3
1
/
0
6
10
/
3
1
/
0
7
10
/
3
0
/
0
8
10
/
3
0
/
0
9
10
/
3
0
/
1
0
10
/
3
0
/
1
1
10
/
2
9
/
1
2
10
/
2
9
/
1
3
10
/
2
9
/
1
4
10
/
2
9
/
1
5
10
/
2
8
/
1
6
10
/
2
8
/
1
7
10
/
2
8
/
1
8
10
/
2
8
/
1
9
10
/
2
7
/
2
0
10
/
2
7
/
2
1
10
/
2
7
/
2
2
10
/
2
7
/
2
3
Hg

(
m
g
/
L
)
Year
Mercury
RM1
RM2R
RM7
RM8
RM12
RM14
RM18
RM19
RM20
Open symbols indicate sample result was below
reporting limit.
0
1
2
3
4
5
6
11
/
1
/
0
3
10
/
3
1
/
0
4
10
/
3
1
/
0
5
10
/
3
1
/
0
6
10
/
3
1
/
0
7
10
/
3
0
/
0
8
10
/
3
0
/
0
9
10
/
3
0
/
1
0
10
/
3
0
/
1
1
10
/
2
9
/
1
2
10
/
2
9
/
1
3
10
/
2
9
/
1
4
10
/
2
9
/
1
5
10
/
2
8
/
1
6
10
/
2
8
/
1
7
10
/
2
8
/
1
8
10
/
2
8
/
1
9
10
/
2
7
/
2
0
10
/
2
7
/
2
1
10
/
2
7
/
2
2
10
/
2
7
/
2
3
K
(
m
g
/
L
)
Year
Potassium
RM1
RM2R
RM7
RM8
RM12
RM14
RM18
RM19
RM20
Open symbols indicate sample result was below
reporting limit.
0
5
10
15
20
25
30
35
40
11
/
1
/
0
3
10
/
3
1
/
0
4
10
/
3
1
/
0
5
10
/
3
1
/
0
6
10
/
3
1
/
0
7
10
/
3
0
/
0
8
10
/
3
0
/
0
9
10
/
3
0
/
1
0
10
/
3
0
/
1
1
10
/
2
9
/
1
2
10
/
2
9
/
1
3
10
/
2
9
/
1
4
10
/
2
9
/
1
5
10
/
2
8
/
1
6
10
/
2
8
/
1
7
10
/
2
8
/
1
8
10
/
2
8
/
1
9
10
/
2
7
/
2
0
10
/
2
7
/
2
1
10
/
2
7
/
2
2
10
/
2
7
/
2
3
Mg

(
m
g
/
L
)
Year
Magnesium
RM1
RM2R
RM7
RM8
RM12
RM14
RM18
RM19
RM20
Open symbols indicate sample result was below
reporting limit.
0
0.001
0.002
0.003
0.004
0.005
0.006
0.007
0.008
0.009
0.01
11
/
1
/
0
3
10
/
3
1
/
0
4
10
/
3
1
/
0
5
10
/
3
1
/
0
6
10
/
3
1
/
0
7
10
/
3
0
/
0
8
10
/
3
0
/
0
9
10
/
3
0
/
1
0
10
/
3
0
/
1
1
10
/
2
9
/
1
2
10
/
2
9
/
1
3
10
/
2
9
/
1
4
10
/
2
9
/
1
5
10
/
2
8
/
1
6
10
/
2
8
/
1
7
10
/
2
8
/
1
8
10
/
2
8
/
1
9
10
/
2
7
/
2
0
10
/
2
7
/
2
1
10
/
2
7
/
2
2
10
/
2
7
/
2
3
Mo

(
m
g
/
L
)
Year
Molybdenum
RM1
RM2R
RM7
RM8
RM12
RM14
RM18
RM19
RM20
Open symbols indicate sample result was below
reporting limit.
0
20
40
60
80
100
120
140
11
/
1
/
0
3
10
/
3
1
/
0
4
10
/
3
1
/
0
5
10
/
3
1
/
0
6
10
/
3
1
/
0
7
10
/
3
0
/
0
8
10
/
3
0
/
0
9
10
/
3
0
/
1
0
10
/
3
0
/
1
1
10
/
2
9
/
1
2
10
/
2
9
/
1
3
10
/
2
9
/
1
4
10
/
2
9
/
1
5
10
/
2
8
/
1
6
10
/
2
8
/
1
7
10
/
2
8
/
1
8
10
/
2
8
/
1
9
10
/
2
7
/
2
0
10
/
2
7
/
2
1
10
/
2
7
/
2
2
10
/
2
7
/
2
3
Na

(
m
g
/
L
)
Year
Sodium
RM1
RM2R
RM7
RM8
RM12
RM14
RM18
RM19
RM20
Open symbols indicate sample result was below
reporting limit.
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
11
/
1
/
0
3
10
/
3
1
/
0
4
10
/
3
1
/
0
5
10
/
3
1
/
0
6
10
/
3
1
/
0
7
10
/
3
0
/
0
8
10
/
3
0
/
0
9
10
/
3
0
/
1
0
10
/
3
0
/
1
1
10
/
2
9
/
1
2
10
/
2
9
/
1
3
10
/
2
9
/
1
4
10
/
2
9
/
1
5
10
/
2
8
/
1
6
10
/
2
8
/
1
7
10
/
2
8
/
1
8
10
/
2
8
/
1
9
10
/
2
7
/
2
0
10
/
2
7
/
2
1
10
/
2
7
/
2
2
10
/
2
7
/
2
3
NH
3

(
m
g
/
L
)
Year
Ammonia
RM1
RM2R
RM7
RM8
RM12
RM14
RM18
RM19
RM20
Open symbols indicate sample result was below
reporting limit.
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
11
/
1
/
0
3
10
/
3
1
/
0
4
10
/
3
1
/
0
5
10