DRC-2024-004748

February 28, 2024
SENT VIA OVERNIGHT DELIVERY
Mr. Doug Hansen
Director of Waste Management and Radiation Control
Utah Department of Environmental Quality
195 North 1950 West
Salt Lake City, UT 84116
Energy Fuels Resources (USA) Inc.
225 Union Blvd. Suite 600
Lakewood, CO, US, 80228
303 974 2140
www .enere.yfuels.com
Re: State of Utah Radioactive Materials License No. UTl 900479,
Annual Technical Evaluation, White Mesa Mill Tailings Management System
Dear Mr. Hansen:
Enclosed please find two (2) copies of the Annual Technical Evaluation Report ("ATER") for
the White Mesa Mill Tailings Management System, as required by License Condition 12.2. This
report covers the time period of January 1, 2023 through December 31, 2023.
One CD is included with each report. The CD contains the electronic files of this report, in word
searchable pdf format.
If you should have any questions regarding this report please contact me at 303-389-4134.
Yours very truly,
ENERGY FUELS RESOURCES (USA) INC.
Kathy Weinel
Director, Regulatory Compliance
cc: David Frydenlund
Logan Shumway
Steve Snyder
Garrin Palmer
Scott Bakken
Jordan App
JDavid A. Marble, Assistant State Engineer
Div of Waste Management
and Radiation Control
MAR 01 2024
DRC-2024-004748
e,E�ERGYFUELS
Annual Technical Evaluation
ofthe
White Mesa Uranium Mill Tailings Management System
For the Period of January 1, 2023 through December 31, 2023
1.0 EVALUATION PROCEDURE Energy Fuels Resources (USA) Inc. ("EFRI") currently operates the White Mesa Uranium Mill ("Mill") under the Utah Department of Environmental Quality Radioactive Materials License ("RML") Number UT1900479 Amendment #10. The White Mesa Mill Tailings Management System, Revision 2.5, dated March 2017, (which is section 3.1 of the Mill's Environmental Protection Manual) provides the methodologies for monitoring and evaluating the Tailings Management System. Reference documents are listed in the Reference section at the end of this summary. RML Amendment 10, dated July 27, 2021 included several changes regarding the due date, reporting period and content requirements for the Annual Technical Evaluation Report ("ATER"). RML condition 12.2 changed the report due date from December 1 each year to March 1 of the following year. RML condition 12.2 also changed reporting period from October through the following November to a calendar year reporting period. RML condition 10.5 .F, required the inclusion of the annual 11 e.(2) annual summary. As a result of these RML changes and direction from DWMRC, this report covers the time period of January 1 through December 31, 2023. This ATER satisfies the requirements in RML Condition 12.2 for preparation of an ATER. This Annual Technical Evaluation was performed in accordance with the White Mesa Mill Environmental Protection Manual and consisted of the following elements: •Review of the Tailings Management System operation and maintenance proceduresand interviews with current site personnel and management to ensure there is anadequate understanding of the requirements.•Review of randomly selected daily, weekly, monthly, and quarterly inspectionreports to ensure established procedures are followed and that there are no
Annual Technical Evaluation White Mesa Uranium Mill Tailings Management System February 28, 2024 irregularities that have not been properly documented. •Interview responsible personnel to verify that updated training has been given.•Discuss with inspection personnel, as necessary, any non-routine or abnormaloccurrences noted during the review of the inspection reports.•Inspection of the tailings embankments and appurtenances for signs of distress orconcern that could potentially affect the structural integrity of the Cell dikes andcontainment.•Inspection of the area surrounding the tailings facility to determine condition ofdiversion ditches. Review of additional peripheral items, such as prairie dog activity,which could affect the system.•Review of the survey conducted on Movement Monitors along the boundary dikes,and comparison of the data to recent surveys.•Review of the tailings slurry and raffinate piping systems to ensure that theiroperation does not have the potential to affect the integrity of the tailings dikes orliner system.•Review of maintenance activities in the tailings area that have the potential to affectthe integrity of the tailings dikes or liner system.•Photographic documentation of the condition of the Cell dikes and surrounding areas.•Review recommendations pro vided in previous· technical evaluation reports anddocument the implementation or continued need for action.Page4
Annual Technical Evaluation White Mesa Uranium Mill Tailings Management System February 28, 2024 5.0 DIVERSION CHANNELS To the north of the Mill tailings cells there are three diversion channels, which prevent runoff from flowing into the tailings cells and Mill yard area. Conditions at the time of review are clear and dry. The channels were all clearly visible. Diversion Channels 1 has minor vegetation present on the sides of the channel but the bottom of the channel has been cleared. There aren't any signs of erosion present. Diversion Channel 2 and 3 are clear of vegetation and did not have any signs of erosion present. The South side of the# 1 Channel is a constructed berm varying in height from Oto 4 feet. The berm is in good condition with growing vegetation. There were no significant erosion concerns. Locations of the diversion ditches are shown in the Mill Site Drainage Basins drawing located in the Site Photographs section of this document. Photos of the current status of the diversion ditches are included in the Site Photographs section of this document. At the current time there are no concerns with functionality or structural stability of the berms and channels. 6.0 TAILINGS DISPOSAL CELLS
6.1 Cell l(a.k.a, Cell 1-DCell 1 was the second cell placed into service after being completed in 1981. The Cell was designed as an evaporation cell for solutions only. No solids are placed into Cell 1. The solution discharged to the Cell normally comes from the solvent extraction circuit, but solution is periodically pumped back and forth between Cell 4A, Cell 4B, and Cell 1 to maintain required freeboard limits in the entire system. Solution freeboard limits for all of the tailings cells are established in Section 3.0 to Appendix D of the approved license application and confirmed as License Condition 10.3 of the current license. The established, maxirrnmi freeboard° lunit for· Ceil .i is 5615 .40 feet above mean ·sea· level ("MSL"). Solution levels did not exceed the maximum freeboard limit during the period evaluated. Page 6
Annual Technical Evaluation White Mesa Uranium Mill Tailings Management System February 28, 2024 an evaluation of the settlement monitoring results. Photos of the current status of Cell 2 are included in the Site Photographs section ofthis document. 6.3 Cell 3 Cell 3 was constructed and placed into service in 1983. It is currently used for disposal of 11 ( e ).2 waste materials from in-situ uranium producers and for Mill solid waste and trash. During the evaluation period process solids from mill operations were not placed in Cell 3. Approximately 85% of Cell 3 has been covered with random fill. The exposed sands within the cell have been pushed out and graded. The mill utility crew has continued to place interim cover over the sands as stability has permitted. The center section of Cell 3 is marked with signs showing areas designated for 11 e.2 disposal and mill waste disposal. There is regular acti vity in these areas. Sparse vegetation growth is established on the east end of the cell where interim cover has been placed. The west end has a portion of the phase 1 soil cover placed. The Cell 3 Spillway is in good condition. Section 3.1 of the Environmental Protection Manual establishes the freeboard limits for the tailings cells. Cell 2, Cell 3, and Cell 4A do not require freeboard limits as Cell 4B is the final downstream tailings cell. Solution levels were not taken in Cell 3. The south dike of Cell 3 is shared with Cell 4A and Cell 4B. The dike crest and all roadways around the cell are well maintained. Photos of the current status of Cell 3 are included in the Site Photographs section of this document. In order to monitor the consolidation of the tailings sands contained within Cell 3 elevation readings on settlement monitors are taken monthly. The trending of these readings will be used to determine when acceptable consolidation of the tailings sands has occurred. A summary of the settlement • monitor elevatio.ns is included with this report along with graphs of the settlement data. Section 7provides an evaluation of the data collected.Page 8
Annual Technical Evaluation White Mesa Uranium Mill Tailings Management System February 28, 2024 9.0 TAILINGS TRANSPORT SYSTEM The tailings slurries and solutions are transported to the tailings cells via HOPE pipelines. During mill operation these lines are inspected on a daily basis for leaks or other potential problems. The tailings solids produced during this period of evaluation were transported to Cell 4A. The pipelines are run to the interior of the cell such that the discharge does not impact the dikes or cell liner. In Cell 4A and Cell 4B the pipes are run down "splash pads", which are an added layer ofliner on top of the standard cell lining. 10.0 CONCLUSIONS AND RECOMMENDATIONS The White Mesa Uranium Mill Tailings Management System is functioning as designed according to the routine inspection reports and the observations from this Annual Technical Evaluation. The inspection records were complete and the personnel involved were adequately trained to detect any abnormalities or signs of distress in a timely manner. The general condition is very good with all aspects being maintained attentively. The following items should be monitored or addressed: •Prairie dog activity should continue to be controlled in areas around tailings cells anddiversion channels.•The access road on the Cell 4A and 4B dike should be maintained to remove the currentlypresent ruts.•The Cell 4A spillway should have crack seal reapplied to joints and cracks.Page 13
Annual Technical Evaluation White Mesa Uranium Mill Tailings Management System February 28, 2024 11.0 REFERENCES The following documents were used or referenced in the annual technical evaluation of the White Mesa Uranium Mill Tailings Management System: State of Utah Radioactive Materials License No. UTl 9004 79 Amendment# 10, dated July 2'fh 2021 U.S. NRC Materials License SUA-1358 with Amendment No. 13, dated February 10, 2000 "Site Selection and Design Study, Tailings Retention and Mill Facilities"by Dames & Moore, May 15, 1978. "Environmental Report, White Mesa Uranium Project, San Juan County, Utah".
"Engineer's Report, Second Phase Design -Cell 3 Tailings Management System, White Mesa
Uranium Project, Blanding, Utah" by D'Appolonia Consulting Engineers, February 1982. "Construction Report, Second Phase, Tailings Management System, White Mesa Uranium Project" by Energy Fuels Nuclear, Inc., March 1, 1983. "Cell 4 Design -Tailings Management System, White Mesa Project, Blanding, Utah" by UmetcoMinerals Corporation, August, 1988. "Design, Construction and Inspection of Embankment Retention Systems for Uranium Mills", October, 1980, Nuclear Regulatory Commission Guide 3.11.1. "Safety Evaluations of Existing Dams", Bureau of Reclamation. "White Mesa Mill -Drainage Report for Submittal to NRC" dated January, 1990. "White Mesa Mill -Environmental Protection Manual, Section 3.1 entitled White Mesa Mill Tailings
Management System Revision 2.3, April 2015, Energy Fuels Resources (USA) Inc. ''Annual Technical Evaluation of the White Mesa Mill Tailings Management System", 1996, 1997, 1998, 1999,2000,2001,2002,2003,2004,2005,2006,2007,2008,2009,2 010,2011,2012,2013, 2014,2015,2016,2017,2018,2019,2020,2021,2022. Jo Ann Tischler Letter to Rusty Lundberg, "State of Utah Ground Water Discharge Permit No. Page 14
Annual Technical Evaluation White Mesa Uranium Mill Tailings Management System February 28, 2024 UGW3 70004 White Mesa Uranium Mill Notice Pursuant to Part 1 G.3 of the Permit and UAC R317-
6-6. J 6(C)", May 14, 2013.Kathy Weinel Letter to Doug Hansen" White Mesa Uranium Mill-Notice Pursuant to Energy Fuels
Resources (USA) Inc. Standard Operating Procedure ("SOP''), Section 5. 0 of the Environmental
Protection Manual ("EPM''), Settlement Monitoring" September 7, 2023. Rusty Lundberg Letter to Jo Ann Tischler, "Comp/iance:Engineering Module 7 5B, pt Quarter, 2013
DMT Performance Standards Monitoring Report and Cell 4A and Cell 4B BAT Performance
Standards Monitoring Report (May 29, 2013): Ground Water Quality Discharge Permit
UGW370004: DRC Findings, Notice of Enforcement Discretion, and Closeout", July 23, 2013. "Cell 2 Reclamation Cover Design, Implementation, and Performance Assessment Plan", By MWH, February 2016. Page 15
Annual Technical Evaluation
White Mesa Uranium Mill
Tailings Management System
February 28, 2024
12.0 CERTIFICATION:
'This report has been prepared by a Utah Registered Professional Engineer as indicated below .
.. • 7�·•••.. . .. . .
,• .o. 5049193-220
EVE R. SNY
,.._....-,,..,__ �-. .... . ..
Steve R. Snyder
Utah Registered Professional Engineer
No. 5049193-2202
Page 16
DIVERSION DITCH 1
DIVERSION DITCH 1
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DIVERSION DITCH 2
DIVERSION DITCH 2
DIVERSION DITCH 3
DIVERSION DITCH 3
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CIVIL ENGINEERING -SURVEYING -TESTING
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2216828.29 5597.47
2216779.16 5597.19
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2216680.70 5597.44
2216631.Sl 5596.52
2216580.93 5598.27
2216533.11 5597 .25
2216483.93 5597.45
2216434.70 5597.58
2216385.51 5597.25
2216336.30 5597.41
2216287.06 5597.80
2216237.88 5598.08
2216188 .66 5597.97
2216139.51 5597.70
2216090.33 5597.45
2216041.09 5597.73
2215991.89 5597.53
2215942.72 5597.59
2215893.50 5597.82
2215844.31 5597.34
2215795.10 5597 .22
2215745 .91 5597.03
2215696.65 5597.29
2215647.51 5597.27
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CELL #4B SAN JUAN COUNTY 1
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WHITE MESA MILL MONITORING AUGUST 2023
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N.T.S. CHECI(: TN 10-11-23 UPDATED. 10/11/2023 p 10/11/2023 1
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CELL #4A SAN JUAN COUNTY
ENERGY FUELS RESOURCES
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WHITE MESA MILL MONITORING AUGUST 2023
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~ Jones & DeMille Engineering, Inc.
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Fishe.-Sutvey
Vertical Datum
I Project Easting Elevation
5624.53
5627.04
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5625.02
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ENERGY FUELS RESOURCES
WHITE MESA MILL MONITORING AUGUST 2023
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Vertical Datum
Monitor# Project Northing I Project Easting Elevation
C3-8N 5620.28
C3-8C 5616.68
C3-85 5617.29
C3-75 5616.11
C3-7C 5615.26
C3-7N 5619.16
C3-6N 5617.76
C3-6C 5617.19
C3-65 5615.30
C3-4N 5610.54
C3-4C 561L07
C3-35 5611.68
C3-3C 5610.71
C3-3N 5610.84
CB-1 5610.26
URS-1 5610.51.
US STEEL3 5611.80
US STEEL2 5610.63
US STEEL! 5611.50
3-2S 561214
3-2C 5613.55
IEC-1 561247
IEC-2 5615.67
3-2N 5613.07
M-2 5613.70
M-1 561276
SR-2 5615.15
SR-1 5614.68 .
3-15 5615.18
M-3 5613.50
3-lC 5615.75
M-4 5613.71
M-5 5614.02
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CIVIL ENGINEERING -SURVEYING -TESTING
GIS • ENVIRONMENTAL WHITE MESA MILL MONITORING AUGUST 2023 -infrastructure professionals -
1.800.748.5275 www.jonesanddemille .com DRAWN: TN 1(}.11-23 I FIL£:•=••''"°"""'""'""' I PROJECT: 1605-316 !SHEET:
SCALE: N.T.S. CHECK: TN 1 (}.11-23 I UPDATED: 1011112023 I "'nTTFn, 1011112023 I 1
Ce114AToe 2W1
DATE
8/18/1989
8/25/19B9
9/8/1919
9/29/19B9
10/20/19B9
11/21/1989
11/30/1989
1/11/1990
1/25/1990
2/22/1990
3/16/1990
4/5/1990
5/3/1990
617/1990
7/26/1990
8/10/1990
9/1411990
10/12/1990
11/15/1990
12/1411990
1/2411991
2/22/1991
3/21/1991
4/25/1991
5/23/1991 5619 96
6/21/1991 5619 83
7/26/1991 5619 79
8/22/1991 ELEVATION 5619.76
6/16/1989 5577.44 5619 73
6/22/1919 5576.96 5619.72
6/27/1989 5576 97 5619.68
6/30/1919 5576 96 5619.69
717/1919 5576.96 5619.66
7/14/1989 5576 96 5619.68
7/21/1919 5576.96 ~ E~ 561968
8/3/1989 5576.96 5619.66
8/15/1919 5576.96 5619 67
8/25/1919 5576 96 5619.68
9/8/1989 5576 92 5619.67
9/29/1919 5576.96 5619.67
10/20/1989 5576 .94 5619.67
11/21/1989 5577.04 :iENCI 5619.69
11/30/1919 5577 05 5619,65
1/11/1990 5577.05 5619.67
1/25/1990 5577,05 5619.66
2/22/1990 5577.05 5619.70
3/16/1990 5577.04 5619.67
4/5/1990 5577.04 5619.68
5/3/1990 5577.03 5619.66
617/1990 5577.04 5619.70
7/2611990 5577.04 5619.69
B/10/1990 5577.05 5619.68
9/14/1990 5577.04 5619,47
10/12/1990 5577 03 5619,65
11/15/1990 5577.03 5619.46
12/14/1990 5577.04 5619 ,61
1/24/1991 5577.04 5619,47
2/22/1991 5577,03 5619,59
3/21/1991 5577,03 5619,59
4/25/1991 5577.01 5619,59
5/23/1991 5577.00
6/21/1991 5577 00 5619,57
7/2611991 5576.99 5619 60
8/22/1991 5577.01 5619 56
9/27/1991 5577.01 5619.55
10/31/1991 5577.00 5619.54
11/21/1991 5577 01 5619 71
1/2/1992 557700 5619 52
1131/1992 5577.01 5619 45
2/2811992 5576.99
312511992 5577 01
412411992 5576 99
2W2 2WJ 2W4-C 2W5-C
-
5617.28 nitia 5619.38 lnitia 5618 38
5622 ,12 s1on 1 561B 34 5618 ,23
5622.03 5618 33 5618 ,20
5622 08 561B 33 561B ,1B
5622.11 561B.37 561B 37
5622.07 5618 35 5618 20
5621 83 5618 27 5618 .11
Settlement Monitors
Surveyed Elevations
2W4-N 2W4-S 2W5-N 2WJ-S 2W5-S 2E1 2E1-N 2E1-1S
5624 61
5624 60
5624.59
5624.56
5624.93
5624 49
5624.49
5624 47
5624 48
5624 44
5624.43
5624 62
5624 41
5624.40
5624.38
5624 40
5624 38
5624 36
5624 36
5624 35
5624 35
5624.33
5624 33
5624,33
5624,33
5624,30
5624,30
5624.30
5624.31
5624 31
5624,31
5624,32
5624.30
5624.29
5624 28
5624 29
5624 30
5624.29
5624 29
5624.29
5624.29
5624 29
5624,29
5624.28
5624 29
5624 31
5624.28
5624 28
5624 27
5624 27
5624.29
5624 29
5624 27
5624.30
5624.29
5623 89
5624.27
5624.06
5624.24
5624,27
5624.27
5624.49
5624,29
5624.30
5624,25
5624,27
5624,30
5624,27
5624,27
5624.33
5624.30
Cell4AToe 2W1 2W2
DATE
5/29/1992 5576 99 5619A5
6/19/1992 5577.00 5619A6 5621 .75
7/23/1992 5576 99
8/27/1992 5577.00
9/24/1992 5577 00 5619 47
10/28/1992 5577.00 5619.15 5621 .79
11/25/1992 5577.00 5619 47 5621.41
12/16/1992 5577.00 5618,75 5621.75
1/16/1993 5619 27 5620 99
2/16/1993 5619.46 5621 47
3/3/1993 5576.98 5619.45 5621 .68
3/25/1993 5577.00 562 1.67
4/29/1993 5576,60 5619.47 5621 .67
5/24/1993 5576.99 5619.47 5621 55
6/30/1993 5576 99 5619.44 5621 60
7/29/1993 5576.99 5619.45 5621 56
8/26/1993 5577.00 5619,42 562151
9/30/1993 5577.01 5619 40 5621 .46
1012711993 5577.00 5619.41 582 1.58
11/22/1993 5576,99 5619.43 582141
12/28/1983 5577.22 5619.40 5621.41
1/27/1994 5576 99 5619,35 5621 37
2/24/1994 5576,99 5619,36 5621 35
3131/1994 5577,00 5619,33 5621 33
5/4/1994 5576 95 5619 .33 5621.32
6/611994 5577,00 5619 ,32 5621 .31
7/29/1994 5577,00 5619.31 5621 31
9129/1994 5576.99 5619,31 5621 28
10128/1994 5576,99 5619.30 5621 27
12/22/1994 5577.01 5619,28 5621 .24
1/27/1995 5576.99 5619.29 5621 26
2/23/1995 5577.00 5619.27 582126
3/31/1995 5576 99 5619 26 5621 25
4/29/1995 5576 99 5619 29 5621 .25
612/1995 5577 01 561929 562124
7/31/1995 5577.08 5619 25 562125
9/1/1995 5577.04 56 19.23 5621 .22
9/29/1995 5577 04 5619 27 562 1 23
1011911995 5576 96 5619 27 5621 25
11130/1995 5576.98 5618 99 5621 21
12/21/1995 5576.98 5619.27 5620.93
1/26/1996 5576 98 5619 27 5621 21
311/1996 5576.99 5618 89 5621 .19
4/25/1996 5576.99 5619 23 5621 21
513011996 5577.00 5619 26 562117
612711996 5577 00 5619 27 562119
7/26/1996 5576.99 5619.26 5621 .20
813011996 5576.99 5619.29 5621 .19
9/27/1996 5576 99 5619 24 5621 .17
1012511996 5576 98 561925 5621 .17
11/27/1996 5576 98 561928 5621 .17
12/2011996 5577.00 5619,31 5621 .17
1/31/1997 5577.01 5619,30 5621 .23
2/2711997 5576.99 5619,23 5621 ,21
3127/1997 5576.98 5619.20 5621 .15
4/26/1997 5576 99 5619,22 562 11 5
5/30/1997 5576.98 5619 ,22 5621 .16
6/26/1997 5576 82 5619 ,26 5621 .16
7/31/1997 5577.00 5619.20 5621 21
8/28/1997 5576.98 5619.18 5621 .16
9/25/1997 5577 00 5619.21 5621 .15
10126/1997 5577 00 5619,23 5620.84
11/18/1997 5577 .00 5619,23 5621.17
12/18/1997 5577 00 5619,23 5621 ,16
111611998 5577.00 5619.23 5621 .16
2/611998 5576,98 5619,23 5621 ,15
316/1998 5576,98 5619.22 562115
4/311998 5576 96 5619,25 5621 ,19
5/6/199B 5576 96 5619.25 5621 .18
61111999 5576.96 5619,21 562115
71111998 5577 00 5619,23 5621.15
81311998 5577 00 5619.23 562115
2W3
5618.27
5618 23
5617.93
5618.23
561749
5618 05
5618.22
561819
5618.21
5818.17
561818
5618.17
561814
5618.13
5618.06
5618 07
5618 07
5618.05
5618 02
5618 02
5617.99
5618.00
5617 96
5617 96
561797
5817.96
5617.95
5617 93
5617 87
5617 93
5618,14
5617.91
561793
561799
5617.95
561761
5817 ,92
5617 ,89
5617 .91
561788
5617 89
5618 90
561787
5617,93
5617 90
5617.89
5617 90
5617,94
5617.94
5617.86
5617 86
5617.85
5617.85
5617 94
5617.88
5617 87
5817.89
5617.87
561790
5617.89
5617.88
5817.87
5617,85
5817.89
5617.89
5617.87
561 7,89
2W4-C
5618.13
5618.05
5617.75
5618,01
5617,26
5617,83
5618.04
5618,03
5618.01
5818.04
5818,04
5617.95
5617,88
5617,93
5617 ,88
5617.89
5617.85
5617.85
5617,81
5617.75
5617.75
5617,77
5617.75
5617,72
5617 77
5617.72
5617 73
5617 67
5617.72
5617 51
561765
5617,73
5617 .65
5617 ,66
5617.55
5617 ,61
5617 ,35
5617 ,65
5617,57
5617 .53
5617.56
5617 ,60
5617 .60
5617.62
5617.65
5617 ,59
5617 .58
5617 ,63
5817.56
5617,53
5617,57
5617.49
5617.55
5617,56
5617.61
5617.55
561U2
5617.53
5617.53
5617.57
5617_53
5617.43
5617.41
5617.53
5617.54
5617.49
5617 53
5617.51
2W5-C
Setllemonl Monitors
Surveyed Elevations
2W4-N 2W4-S 2W5-N 2W3-S 2W5-S 2E1 2E1-N 2E1-1S
5824 26
5624 27
5624.28
5624.27
5624.27
5624 27
5624 27
5624 29
5624.26
5624 27
5624.27
5624 28
5624 29
5824-28
5824.28
5624 28
5624 27
5624 27
5624 26
5624 27
5624.23
5624 23
5624 27
5624.22
5624.25
5624,29
5624,29
5624-29
5624.29
5624.28
5624,07
5624.07
5624 .05
5624,05
5624.04
5624.06
5624.08
5624.07
5624. 15
5624 80
5624.62
5624.05
5624.03
5624,05
5624,05
5624,05
5624.05
5624,03
5624,02
5624.03
5624.04
5624.04
5624,00
5624.06
5623.98
5624 00
5624.01
5624.00
5624 ,03
5624.01
5624 01
5624,01
5624 02
5624.00
5624,00
5624 ,03
5624 ,05
5623 98
5624 ,00
5624 ,00
5623.98
5624.02
Cell4AToe 2W1 2W2 2W3
DATE
9/3I199B 5576.9B 5619.25 5621 .15 5617.B9
10/1I199B 5576.9B 5619 24 562115 5617.87
111511998 5577.00 561919 5621 ,13 5617 85
121211998 5577.00 5619.20 562112 5617 85
11611999 5576.98 5619 23 562115 5617.B6
213/1999 5576.9B 5619.23 5621 ,15 5617B7
41811999 5577.02 5619 17 5621 ,11 5617,B3
51411999 5577.01 5619.22 5621 .11 5617.B4
6/211999 5577.00 5619 17 5621 ,11 5617 B5
6/3011999 5576.9B 5619 20 5621 ,12 5617B4
8/3/1999 5577.00 5619.21 5621 .12 5617.85
918/1998 5576,99 5619 20 5621 .13 561786
101711999 5576,99 5619,19 5621 ,11 5617 85
111411999 5577.00 5619 21 5621 ,14 5617,86
121111999 5576.99 5619.19 5621 .13 561787
115/2000 5577.01 5619 20 562114 5617 ,87
2/212000 5576.99 5619 21 5621 .11 5617 ,B4
3/312000 5576.99 5619.20 562110 5617 ,B3
41512000 5577.00 56191B 562110 5617 .83
51312000 5577.00 5619 17 5621 09 5617 ,83
612112000 5576.96 561921 5621 ,14 5617,84
7/16/2000 5577,00 5619-26 5621 ,12 5617.94
8130/2000 5577.00 5619.26 5621 ,22 5617 ,96
9/1812000 5577,00 5619 26 5621 .20 5617 .94
10/17/2000 5577.00 5619 26 562116 5617.92
1111412000 5577,00 5619.40 5621 .16 5617.96
12120/2000 5577.00 5619 26 5621 ,16 5617,92
11212001 5577 00 5619 24 5621 .10 5617,90
2117/2001 5577,00 5619.28 5621 .15 5617.92
31812001 5577,00 5619 26 5621 20 5617.92
4129/2001 5577 00 5619 28 5621 .15 5617.92
511212001 5577.00 5619-22 5621 ,12 5617.86
6/6/2001 5576 99 5619 24 5621 .12 5617.90
71912001 5577.00 5619 .24 5621 .12 5617.90
812412001 5577.00 5619.28 5621 ,18 5617.92
9/1212001 5577 00 5619.25 5621 ,17 5617,90
10/8/2001 5577.00 5619.28 5621 .18 5617.92
1112712001 557700 5619 28 5621 ,18 5617.92
1212612001 557700 5619,28 5621 .18 5617.92
1/1612002 5577,00 5619,28 5621 .18 5617.92
212312002 5577.00 5619 .28 5621.18 5617.92
3/30/2002 5577.00 5619 27 5621 ,18 5617 92
4111/2002 5577.00 5619 28 5621 ,18 561792
512312002 5577 ,00 5619.28 5621.17 5617.92
6/2512002 5577 ,00 5619.28 5621 .17 5617 93
711812002 5577.00 5619.28 5621 ,17 5617.92
8/2212002 5577.00 5619 28 5621 , 17 5617 93
912512002 5577.00 5619.28 5621 .17 5617.92
10/28/2002 5576,99 561927 5621 ,18 5617,91
1112012002 5577.00 5619 28 5621 , 17 5617,91
1212412002 5577.00 5619.28 5621 ,17 5617 91
1130/2003 5577,00 5619.27 5621.17 5617 91
2121/2003 5577.00 5619.28 562117 5617,91
312512003 5577.00 5619 28 5621 ,17 5617.91
4111/2003 5577.00 5619.24 5621 ,15 5617.87
5129/2003 5577.00 5619 28 562118 5617,89
6126/2003 5577.00 5619 28 562118 5617 89
712412003 5577.00 5619.28 5621 .17 5617.90
8/20/2003 5577 00 5619 28 5621 ,17 5617 90
9/30/2003 5577.00 5619.23 5621 .15 5617,BB
101812003 5577.00 5619 23 5621 ,15 5617,88
1111212003 5577.00 5619 23 5621.15 5617.88
12/2212003 5577.00 5619 23 5621 ,15 5617 88
112912004 5577.00 5619 23 5621 ,15 561788
211712004 557700 5619 23 5621 ,15 5617,90
3/2412004 5577.00 5619.23 5621 .15 5617.8B
4128/2004 5577,00 561923 5621 ,15 5617 88
5/2012004 5577.00 561925 5621 ,14 5617 89
6/30/2004 5577 00 5619 23 5621.15 5617.89
7130/2004 5577 00 5619 23 5621 ,15 5617 89
8/19/2004 5576,99 5619 24 5621 .14 5617 89
9130/2004 5577.00 5619.23 5621 ,14 5617,89
2W4-C
5617.51
561753
5617 47
5617 51
5617 51
5617 53
5617.51
5617.83
5617 49
5617,49
5617.4B
5617 51
5617 46
5617 50
5617.49
561748
5617.49
5617 49
5617.49
561746
5617 48
5617.54
5617,56
5617.58
5617 56
5617.56
561756
5617 52
5617.54
5617.55
5617 .54
5617.54
5617.52
5617.52
5617,54
5617.54
5617.54
5617,55
5617,54
5617.55
5617,56
5617,55
5617.54
561753
5617.54
5617,51
5617.55
5617.53
5617 53
5617.53
5617 53
5617 51
561753
5617.53
5617 47
5617 50
5617.50
5617 50
5617 50
561750
5617,50
5617.50
5617 50
561750
5617,50
5617 50
5617.50
561749
5617.50
5617 50
5617,47
5617.49
2W5-C
Settlement Monitors
Surveyed Elevations
2W4-N 2W4-S 2W5-N 2W3-5
5617.41
5617.31
5617.16
5618.54 5617.09
5618.58 5617.05
5618.60 5617 ,00
5618,56 5616.99
5618.56 5616.9B
5618,56 5616 97
561B .54 5619 96
5618.53 5616.97
561B.53 5616,96
5618,54 5616.96
561860 5616.94
5618 60 5616.90
5618.59 5616,92
5618 90 5616 90
5618 84 5616 86
5618 88 5616.90
5618 90 5616.92
5618 84 5616,82
5618 84 5616.84
5618 86 5616 84
5618,56 5616 84
5618.52 5616.82
5618.50 5616 82
5618,50 5616 82
5618 86 5616 82
5618.52 5616 81
5618 86 5616.82
5618 B6 5616.82
561886 5616 82
5618 86 5616.81
5618 86 5616 80
5618 85 5616 82
5618 86 5616 82
5618 85 5616.78
5618 89 5616 79
5618 86 5616 76
5618 86 5616,79
5618 86 5616 77
561886 5616 78
5618 86 5616.78
5618 86 5616 78
5618 90 5616 .76
5618 87 5616 78
5618 86 5616.78
5618 88 5616,74
5619 06 5616.76
5618 90 5616.76
561888 5616.76
5618 88 5616,76
5618 88 5616 76
5618 BB 5616.76
5618 88 5616 76
•561888 5616.76
5618 88 5616 76
5618 88 5616.76
5618 88 5616 76
5618 88 5616.76
5618 90 5616.74
5618 88 5616.76
5618 88 5616 ,76
5618 90 5616,72
5618 90 5616.72
2W5-5 2E1 2E1-N 2E1-15
5624.00 5627.61 5623.07
5624.02 5627 61 5623.07
5624.00 5627.50 5623.02
5624.00 5627.51 5623 02
5624,00 5627 52 5623 .02
5623.9B 5627 50 5623 00
5624 00 5627.50 5623.02
5623 99 5627 50 5623,02
5624,02 5627 52 5623,04
5624 00 5627.50 5623.02
5623.1B 5626.72 5622.23
5624 00 5627 51 5623 02
5624 03 5627 53 5623 04
5623.99 5627.51 5623.02
5623.97 5627 ,50 5623 01
5623,97 5627.49 5623.01
5623.97 5627,50 5623 02
5623.97 5627.50 5623.01
5623 98 5627 51 5623 01
5623,97 5627.50 5623 01
5623 96 5627,51 5623.02
5624.02 5627,52 5623 08
5623,98 5627.50 5622 98
5623 98 5627.50 5623.04
5624.02 5627.48 5623.06
5624 02 5627.48 5623.08
5623 98 5627,46 5623.00
5623,96 5627.46 5623.00
5623.96 5627,48 5623.00
5623 94 5627,48 5623.00
5623 96 5627 48 5623.00
5623.98 5627.48 5623.02
5623 97 5627 50 5623.01
5623 96 5627.49 5623,00
5623 97 5627 49 5623,00
5623.96 5627.49 5622.99
5623 94 5627.48 5623.00
5623 95 5627.47 5623.00
5623.94 5627.48 5622.98
5623.95 5627.47 5623,00
5623 94 5627,46 5622,98
5623 94 5627.46 5623.00
5623.94 5627.46 5623,01
5623.93 5627.46 5622,97
5623.94 5627,47 5622,97
5623,94 5627,46 5622,97
5623.94 5627.46 5622.97
5623 94 5627,46 5622.97
5623 94 5627.46 5622.99
5623 94 5627,46 5622.97
5623 ,94 5627.46 5622.97
5623 .92 5627.46 5622 96
5623 ,94 5627.46 5622.96
5623 .94 5627.46 5622 96
5623.91 5627.44 5622,96
5623 92 5627.45 5622 ,96
5623.92 5627.45 5622 ,96
5623.92 5627 45 5622,96
5623,92 5627,45 5622 ,96
5623,93 5627 47 5622 ,97
5623 93 5627.47 5622 .97
5623,93 5627 47 5622,97
5623,92 5627 47 5622.96
5623,92 5627,47 5622,96
5623,93 5627,45 5622.97
5623,93 5627 ,47 5622.97
5623,93 5627.47 5622,97
5623 91 5627.45 5622.99
5623 92 5627 47 5622,97
5623 92 5627 .47 5622.97
5623 93 5627,47 5622.97
5623.92 5627,47 5622.97
Cell4AToe 2W1 2W2 2W3 2W4-C 2W5-C
DATE
10/29/2004 5577.00 5619.23 5621 .14 5617.89 5617 .49
11/30/2004 5577 00 5619 23 5621 .14 5617 89 5617 .49
12/15/2004 5577.00 5619 23 5621 .14 5617.89 5617 ,49
1/19/2005 5576.99 5619 ,17 5621 09 5617 85 5617.46
2/17/2005 5577 00 5619 ,17 562110 5617 85 5617.48
3/31/2005 5577 00 5619 ,17 5621 .10 5617.85 5617.46
4/29/2005 5577.00 5619.17 5621 .10 5517.85 5617.48
5127/2005 5577.00 5619 ,17 5621 .10 5617.85 5617.48
6/30/2005 5577 00 561917 5621 .10 5617,85 5617.48
7/22/2005 5577 00 5619 26 562115 5517 88 5617 .44
8/26/2005 5577.00 5619.25 5621 .13 5617.87 5617.44 5618.36
9/30/2005 5577 00 5619 25 5621 .14 5617 88 5617.45 5618 36
10/28/2005 5577.00 5619.25 5621 .14 5617,88 5617.45 5618 36
11/30/2005 5577.00 5619.25 5621 .14 561768 5617 ,44 5618 36
12/29/2005 5577 00 5619,22 5621 .12 5617 87 5617 .42 5618 35
1/27/2006 5577.02 5619,23 5621 .15 5617,89 5617.45 5618,35
2/14/2006 5577.02 5619,23 5621 .13 5617.85 5617.37 5618 35
3/17/2006 5577.00 5619,27 5621 .11 561785 5617.39 5618 31
4/26/2006 5577.02 5619 .23 5621 .07 5617.85 5617.37 5618 35
5/25/2006 5577 03 5619 ,29 562114 561786 5617.42 5618 36
6/29/2006 5577 00 5619 ,23 562111 5617,83 5617.38 561831
7/12/2006 5577.01 5619 .26 5621 .14 5617.87 5617.42 5618 34
8/24/2006 5577 01 5619 ,25 5621 .13 561787 5617.41 5618 33
9/22/2006 5577 00 5619 ,25 5621 .12 5617,87 5617.42 5618 32
10/3112006 5576,99 5619 ,25 5621 ,12 5617.87 5617.42 5618 33
11/29/2006 5576.99 5619 ,23 5621 .09 5617,83 5617.35 5618.33
12/21/2006 5577 01 5619 ,26 5621 ,12 5617,87 5617.43 5618 33
1/10/2007 5577 12 5619 ,29 5621 .13 5617.85 5617,38 5618 33
2/24/2007 5577,08 5619 ,24 5620,98 5617 91 5617M 5618 37
3/712007 5577.03 5619 .21 5621 .11 561783 5617.44 5618.29
4120/2007 5577 04 5619,25 5621 .11 5617.83 5617,39 5618 31
5/3/2007 5577.00 5619 .19 5621 .05 5619 77 5617.32 5618.25
6/812007 5577 07 5619.27 562113 561785 5617.44 5618 37
7/12/2007 5577 09 5619 .33 5621 .13 561792 5617.41 5618.57
8/1/2007 557700 5619.23 5621 .12 5617,84 5617.50 5618.55
9/13/2007 5577 20 5619.41 5621 .29 5618 03 5617.56 5618.61
10/16/2007 5577.22 5619.45 5621 22 5618 05 5617,53 5618 63
11/2112007 5577 01 5619,24 5621 .10 5617 85 5617.40 5618.57
12/2112007 5577 03 5619,25 5621 .16 5617.92 5617.51 5618.59
1/28/2008 5577.21 5619.45 5621.31 5617 99 5617,53 5618 62
2/2812008 5577.17 5619.39 5621.30 5617.95 5617.51 5618.63
3/28/2008 5577 01 5619,22 5621 ,10 5617 84 5617.57 5618,59
4/25/2008 5577 50 5619.26 5621 .01 5617 80 5617.54 5618,58
5/30/2008 5577 06 5619,35 5621 .17 5617.77 5617,21 5618 53
6/27/2008 5576 98 5619,23 5621 07 5517 85 5617.41 5618 53
7/31/2008 5577 03 5519,19 5621 , 10 5617.85 5617.41 5618 50
8/28/2009 5575.99 5519.21 5521.10 5617.85 5617.41 5618.29
912412008 5577.00 5619,19 5621 ,08 5617 85 5617,40 5618.29
1013112008 5576,98 5619.22 5621 .11 5617 86 5617.41 5618.31
1112612008 5576 99 5619.21 5621 .10 561786 5617.42 5618 30
12/31/2008 5577 00 5619,27 562115 5617 ,89 5617.44 5618 34
1130/2009 5576 99 5619.18 5621 .08 5617.85 5617.40 5618.27
2/2712009 5576.98 5619, 17 5621 .08 5617 86 5617.41 5618.28
3/31/2009 5576,96 5619,15 5621 ,09 5617 .86 561741 5618 31
4/30/2009 5577.17 5619.37 5621 .12 5618.06 5617.52 5618 31
5/29/2009 5577 01 5619.19 562110 5617.86 5617.41 5618 29
6/30/2009 5577 00 5619.20 5621 09 5617.85 5617,39 5618 29
7/31/2009 5577.00 5619,21 5621.10 5617.87 5617.42 5618 31
8/28/2009 5577 00 5619,21 562113 5617,87 5617 41 5618 32
9/30/2009 5577,01 5619.22 5621 .11 5616.91 5617 39 5518.30
10/30/2009 5577 50 5619.19 5621 .09 5617.85 5617 41 5518 30
11/30/2009 5577.01 5619,22 5621 .13 5617,88 5617.42 5618 32
12/31/2009 5577 00 5619,23 562113 5617,88 561743 5618 31
1/29/2010 5576,98 5619,20 5621.11 5617.84 561737 5618 27
2/26/2010 5576.98 5619.14 5621 .08 5617.84 5617 .36 5618.28
3/30/2010 5575 98 5619,18 5621 09 5617,83 5617 38 5618 24
4/30/2010 5577,00 5619.06 5620.94 5617.70 5617.24 5618 14
5/2812010 5576 99 551916 5621 .10 5617,84 5617 39 5618 26
6/3012010 5576.94 5619.03 5621.05 5617.67 5617.24 5618.12
7/29/2010 5577 00 5618 97 5620 85 5620,61 561715 5618 05
811912010 5577 01 5618 97 5620 87 5617.63 561717 5618 06
9117/2010 5576.97 5618 97 5620.86 5617.60 5617.15 5618.06
Settlement Monitors
Surveyed Elevations
2W4-N
5619.26
5619.26
5619,26
5619,26
5619.25
5619,29
5619,21
5619.23
5619.25
5619 ,25
5619,23
5619.26
5619 ,25
5619 ,25
5619 ,25
5619 ,20
5619 ,26
5619,23
5619.24
5619,20
5619.28
5619.31
5619.49
5619,62
5619.56
5619,61
5619 54
5619.45
5619 46
5619.47
5619.46
5619 31
5619.32
5619 29
5519,33
5619 33
5519,25
5519,23
5619 25
5619 25
5619 28
5619 25
5619 24
5619.25
5519.43
5619 25
5619 23
5619.26
5619 26
5619 21
5619.26
5519 .26
5519 ,29
5619 ,22
5519 ,24
5619 ,21
5619 ,08
5619 ,23
5619 .06
5619 ,07
5619 ,09
5619.08
2W4-S
5616.22
5616.22
5616 22
5616 22
5616.20
5616 23
561619
5616.15
5616.17
561619
561616
5616.19
5616 .17
561618
5616,18
5616.18
5616 17
561613
561618
5616.15
5616.13
5616.21
5616 33
5616.21
5616.38
5616.44
5616 44
5616.38
5616.41
5616.43
5616,39
5616.35
5616.31
5616.23
5616,39
5616 38
5516.14
5615,13
5616,14
5616.14
5616 17
5616 38
5616.13
5616,13
5616.15
5616.13
5615 11
5616.13
5616.14
5616.12
5616.13
5616.14
561614
561611
5616.08
5616.09
5615.96
5616.09
5615.94
5615 87
561616
5615 88
2W5-N 2W3-S
5618 88 5616.74
5618 88 5616 74
5618 88 5616 72
5618 90 5616 71
5618 88 5616 71
5618 88 5616.71
5618 88 5616 .71
5618 88 5616.71
5618 88 5616 71
5618 90 5616 71
5618 93 5616.70
5618.90 5616.71
5618.90 5616,71
5618 90 5616 71
5618 92 5616.69
5618 97 5616 71
5618 87 5616.63
5618 91 5616 65
5618 93 5616.65
5618 94 5616,69
5618 90 5616 65
5618 92 5616.69
5618 92 5616 68
5618 92 5616,78
5618 92 5616 69
5618 90 5616.70
5618 93 5616,68
5618 93 5616.66
5618 97 5616.74
5618,90 5616 65
5618 91 5616,63
5618 85 5616 65
5618.97 5616 67
5618 94 5616 69
5618 89 5616.66
5618 94 5616 82
5618 95 5616.79
5618 86 5616.66
5618 89 5616,68
5618 94 5616.78
5618 91 5616,72
5618 87 5616 81
5618 91 5616 06
5618 87 5616.59
5618 87 5515 67
5618 87 5616 67
5618 87 5616.68
5618 26 5616.66
5618 88 5616.66
5618 86 5616 68
5618,91 5616.70
5618 85 5616 86
5618 85 5616 67
561831 5616.66
5618 89 5616.59
5618 86 5615 66
5618 87 5615 57
5618 84 5616.68
5618 87 5616 67
5618 82 5616 65
5618 85 5616 67
5618 90 5616.69
5518 87 5616 59
5518 85 5616 65
5618 86 5616.65
5618 82 5616 64
5618 70 5616 50
5618 85 5616 65
5618.67 5616.49
5618 60 5616 43
5618 64 5616 44
5618 60 5616.43
2W5-S 2e1 2E1-N 2E1-1S
5623 .92 5627.47 5622.97
5623 ,92 5627 47 5622 97
5623 ,92 5627.47 5622.97
5623,88 5627 42 5622.91
5623 ,88 5627.42 5622.93
5623 ,88 5627.43 5622.91
5623 ,88 5627.42 5622.91
5623.88 5627.42 5622.91
5623 ,88 5627 42 5622 91
5623 ,90 5627 44 5622 94
5623.89 5627.45 5622.96
5623.89 5627.44 5622.95
5623 88 5627 44 5622 95
5623,88 5627 44 5622 94
5623.90 5627.42 5622.97
5623 90 5627,46 5622.98
5624 06 5627 64 5623.16
5623,86 5627 .38 5622.94
5623.87 5627.42 5622.96
5623 87 5627 41 5622 96
5623 89 5627 43 5622 97
5623.88 5627.42 5622.99
5623 88 5627 .41 5622,97
5623 90 5627 44 5622,99
5623,88 5627.41 5622.95
5623.88 5627.40 5622.96
5623 90 5627,42 5622,98
5623 87 5627.42 5622.95
5623,92 5627.46 5623.00
5623 86 5627.42 5622.94
5623 86 5627.39 5622.96
5623 90 5627.44 5622.98
5624 08 5627 50 5623 00
5623 85 5627.42 5622.99
5623 93 5627.44 5622.98
5624 21 5627.69 5623.01
5624.20 5627.71 5623.00
5623 87 5627.42 5622.95
5623 88 5627,51 5622 99
5624-21 5627.71 5623.03
5624. 14 5627,67 5623.01
5623 ,90 5627.43 5622.97
5623,88 5627.41 5622.96
5623.90 5627.40 5623.06
5524,10 5627 43 5622 94
5523 87 5627 40 5622 93
5623 ,86 5627.41 5622.90
5623 87 5627.41 5622.90
5623 ,87 5627.40 5622 88
5623,86 5627.42 5622.90
5623 ,86 5627.42 5622.92
5623 ,85 5627.41 5622 89
5623,85 5627,40 5622 88
5623,89 5627,42 5622 89
5623.86 5627.41 5622.90
5623 ,85 5627.41 5622.87
5623 ,87 5627 41 5622,90
5623 .88 5627.43 5622 90
5523 .89 5627.42 5622 91
5623 .86 5627.40 5622 89
5623 88 5627.43 5622.90
5623 85 5627.41 5622.88
5623,83 5627 41 5622 90
5623,89 5627 41 5622 91
5623.85 5627 40 5622.88
5623.85 5627.40 5622 89
5614,06 5623,86 5627 40 5622 88
5614.21 5623,84 5627,40 5622.89
5614.05 5623,86 5627.41 5622.91
5613,95 5623,86 5627 41 5622.41
5613 97 5623,86 5627.41 5622.90
5613.97 5623.87 5627 40 5622,89
Cell 4A Toe 2W1 2W2 2W3 2W4-C 2W5-C
DATE
10/29/2010 5577,00 5618 35 5620.23 5616 97 5616 51 5617.42
11/30/2010 5577.00 5619.07 5620,96 5617 71 5617 26 5618.03
12/17/2010 5577.02 5618 .99 5620.87 5617.63 5617.17 5618.07
1/13/2011 5577.00 5618.99 5620,87 5617.62 5617.15 5618.07
2/18/2011 5577 01 5618 93 5620,81 5617 58 5617.12 5618.02
3/17/2011 5576 99 5618 97 5620.85 5617 60 5617.13 5618.05
4/18/2011 5577,00 5619.09 5620,96 5617,68 5617.17 5618.10
5/27/2011 5577.02 5618 96 5620.84 5617.58 5617.12 5618.03
6/14/2011 5576 93 5618 99 5620,91 5617 63 5617.18 5618,02
7/29/2011 5576.95 5618 97 5620.87 5617.59 5620.23 5618.03
8/31/2011 5576.98 5618 99 5620,86 5617 59 5620.23 5618.05
9/27/2011 5577.00 5618 99 5620.84 5617 60 5620 21 5618.03
10/21/2011 5576 99 5618 97 5620 87 5617 61 5620 26 5618.07
11/28/2011 5576.92 5619.06 5620.98 5617.65 5620,31 5618.11
12/21/2011 5577 00 5618 95 5620.85 5617 .63 5620 27 5618 04
1/31/2012 5576 98 5618 97 5620.86 5617.62 5620.24 5618.05
2/29/2012 5576.98 5618 97 5620 82 5617.60 5620.25 5618,05
3/28/2012 5576.98 5618 98 5620.86 5617.60 5620.24 5618.05
4/25/2012 5576 99 5618 95 5620 82 5617.59 5620 22 5618.02
5/29/2012 557713 5618 97 5620 85 561763 5620 17 5618.05
6/29/2012 5576,99 5618.97 5620,86 5617.62 5620.26 5618.05
7/31/2012 5576 99 5618 99 5620.86 5617.61 5620.25 5618.04
Settlement Monitors
Surveyed Elevations
2W4-N
5618 44
5619 06
5619.09
5619.07
5619 05
5619.06
5619.13
5619.05
561910
5618 99
5618 99
5618 98
5619 00
5619.05
5619.01
5619 00
5619.00
5619.00
5618 98
5619 01
5619.01
5619.00
2W4-5
5615 ,24
5616.14
5615.89
5615.87
5615.84
5615,85
5612.32
5615,76
5615 82
5618 47
5618.47
5618 45
5618,46
5618.52
5618 48
5618 45
5618.43
5618 44
5618 40
5618 45
5618.44
5618 42
2W5-N 2W3-S
5617.95 5615.78
5618 60 5616.22
5618 63 5616.45
5618 62 5616.41
5618 59 5616,39
5618 62 5616.41
5618.68 5616.45
5618,59 5616.41
5618.66 5616.40
5618,51 5619 34
5618.51 5619.32
5618 52 5619,31
5618 53 5619.33
5618 59 5619,37
5618 53 5619 31
5618 53 5619 .30
5618,53 5619 .27
5618.51 5619 ,27
5618 51 5619.24
5618.53 5619.17
5618.53 5619.27
5618 53 5619 ,25
2W5-S 2E1 2E1-N 2E1-1S
5613.31 5623 85 5627.40 5622 87
5613.93 5623 86 5627.39 5622 87
5613.97 5623.86 5627.40 5622 88
5613.95 5623 83 5627.39 5622 87
5613.91 5623 86 5627.40 5622.90
5613.93 5623 85 5627,39 5622 91
5613.98 5623.78 5627.42 5622 87
5613 92 5623 93 5627.38 5622.87
5613.93 5623 76 5627,39 5622 80
5616.23 5623 86 5627.39 5622.BB
5616.19 5623.84 5627.38 5622 BB
5616.72 5623 85 5627.40 5622 .90
5616 15 5623 86 5627.38 5622 87
5616.12 5623.87 5627.43 5622.90
5617 04 5623 85 5627.40 5622 87
5616 02 5623 84 5627,39 5622 88
5615.97 5623.84 5627.30 5622 86
5615 97 5623.83 5627.39 5622 86
5615.92 5623 .84 5627.40 5622.87
5615.95 5623 .85 5627.39 5622.88
5615.92 5623.84 5627.38 5622.87
5615 89 5623 ,85 5627.40 5622 BB
Cell 4A Toe 2W1 2W2 2W3 2W4-C 2W5-C
DATE
8/30/2012 5576 98 5618,97 5620,85 5617 63 5620,28 5618,05
9/21/2012 5576 99 5619.06 5620.85 5617.61 5620.23 5618.05
10/30/2012 5576 99 5619.02 5620,86 5617 58 5620.23 5618.02
11/30/2012 5577.00 5618 95 5620.85 5817.60 5620.25 5618.04
12/24/2012 5577 00 5618.96 5620 B2 5617 .60 5620.26 5618,04
1/31/2013 5576 98 5618,98 5620 B6 5617.62 5620.27 5618,04
2/25/2013 5576.9B 561B 95 5620.B2 5617.59 5620.26 5618.01
3/27/2013 5576 ,99 5618,93 5620,82 5617.59 5620.22 5618,01
4/26/2013 5576 98 5618 97 5620 83 5617.59 5620.25 5618,01
5/24/2013 5576.99 561B 97 5620.B2 5617.60 5620.22 561B.02
6/2B/2013 5576.99 561B 97 5620 85 5617.59 5620.24 5618.01
7/29/2013 5576 99 561B 96 5620.85 5617.62 5620 26 5618.03
8/30/2013 5576.99 5618.97 5620.86 5617.60 5620.26 5618.04
9/27/2013 5577,02 5618 96 5620.84 561761 5620.23 5618.02
10/30/2013 5576.99 5618 96 5620.84 5617.62 5620.24 5618.01
1112712013 5576.98 5618 94 5620.83 5617.61 5620.23 5618.02
12/27/2013 5576 99 561891 5620 81 5617.59 5620.22 5617.99
1/10/2014 5576,99 5618 94 5620.83 5617.60 5620.22 5618.01
2127/2014 5576.99 5618 91 5620.82 5617.61 5620.23 561B.01
3/2812014 5576 98 561B 94 5620 84 5617.61 5620 22 5618 01
4/30/2014 5576 9B 5618 91 5620 81 5617,58 5620 21 5618 01
512712014 5576 98 561B 93 5620.84 5617.60 5620 20 561B 00
612512014 5576 9B 561B91 5620.B3 5617.60 5620 20 561B.OO
7122/2014 5576 9B 561B 91 5620 81 5617.59 5620.20 5618 01
8/29/2014 5576,99 561B 93 5620.83 5617.60 5620.19 5617,99
9/2512014 5576.99 561B 93 5620.83 5617.59 5620 16 5618,00
10/30/2014 5576.99 561B 91 5620.83 5617.57 5620.15 5617.97
1112512014 5576 9B 561B 93 5620.B4 5617.60 5620 16 5618.00
12/16/2014 5576 9B 561B 93 5620.69 5617.61 5620.19 561B.01
112712015 5576 99 561B.90 5620 B4 5617.59 5620 12 5617 9B
2/25/2015 5576,99 561B 97 5620 B6 5617,57 5620,14 561B 00
3/19/2015 5576.9B 5618 90 5620.81 5617.54 5620.06 5617.97
4128/2015 5576.9B 5618 90 5620.80 5617.57 5620.09 561B.OO
511312015 5576,9B 5618 89 5620 80 5617.55 5620,05 5617 97
6/30/2015 5576 98 561891 5620 85 5617.55 5620,08 5617 97
7/23/2015 5577.03 5618.92 5620.77 5617.55 5620.05 5617.96
8/2612015 5576,97 5618 90 5620.83 5617,56 5620,07 5617 97
9/2412015 5577 00 5618 93 5620 82 5617,56 5620,05 5617 93
10/15/2015 5577,02 5618 93 5620 85 5617,59 5620,10 5618 01
11/19/2015 5576.98 5618 92 5620.84 5617.58 5620.08 5617.9B
12/10/2015 5576 98 5618 90 5620 82 5617.56 5620 08 5617.99
1/28/2016 5576 9B 561B B9 5620 81 5617.55 5620.03 5617 96
2/25/2016 5576 9B 561B B7 5620.B7 5617.49 5620,01 5617,91
3/30/2016 5576 97 5618 85 5620.80 5617,54 5620.03 5617.94
4126/2016 5576 9B 561B 87 5620 79 5617,53 5620,04 5617 95
5131/2016 5576 98 561B B7 5620 79 5617.54 5620 00 5617 94
6/2912016 5576 9B 561B B8 5620 B1 5617.55 5620.02 5617.95
712612016 5576 99 5622 B7 5620 B1 5622,64 5623 17 5622 78
8/2912016 5576 9B 5622,86 5623 90 5622.58 5623 16 5622.74
9/30/2016 5576.97 5622.B6 5623.82 5624.62 5625.63 5625.27
10/2812016 5576.9B 5622.84 5623,80 5624,56 5625,62 5625 26
11130/2016 5576 99 5622.8B 5623 75 5624 55 5625 60 562521
12/2112016 5576.98 5622 80 5623 72 5624,53 5625 57 5625 17
1/19/2017 5576.99 5622.74 5623,72 5624 52 5625 56 562516
2/24/2017 5576.97 5622.73 5623 67 5624 48 5625 54 5625 18
3/3012017 5576,9B 5622.70 5623 ,66 5624 46 5625 51 5625 13
4127/2017 5576.98 5622 70 5623 64 5624 45 5625 so 5625 12
5116/2017 5576.97 5624.91 5623.64 5624.45 5625.53 5625.13
6/3012017 5576.99 5624 91 5623,64 5624 44 5625 49 5625 13
7/14/2017 5576 ,97 5624 90 5623,65 5624 44 5625 50 5625 10
8/3012017 5576,98 5624.92 5623.67 5624,46 5625.49 5625,11
9/2812017 5576.98 5624.8B 5623.64 5624 ,44 5625.50 5625,14
10/19/2017 5576.97 5624 90 5623,65 5624,44 5625 50 5625,08
11/912017 5576.98 5624 B4 5623 61 5624 ,41 5625 48 5625 09
121112017 5576.97 5624.91 5623.62 5624 .43 5625.50 5625.10
1130/2018 5576,97 5624 86 5623 60 5624.40 5625 46 5625,0B
2/22/2018 5576 96 5624 84 5623 60 5624.42 5625 49 5625 10
3/912018 5576.99 5624 B6 5623.60 5624 .41 5625.47 5625.0B
41612018 5576,99 5624 84 5623 58 5624 ,39 5625.44 5625 06
5/30/2018 5576.9B 5624 84 5623,5B 5624 ,38 5625.46 5625.06
6/2912018 5576,99 5624 88 5623 60 5624 ,40 5625.45 5625,09
7112/2018 5576.97 5624 89 5623.60 5624.40 5625.48 5625. 10
Settlement Monitors
Surveyed Elevations
2W4-N
5619 01
5618 98
5618 98
5618 99
5619 00
5619 01
5618 99
5618 98
5618 97
561B 99
561B 97
5619 00
5618 99
5619 01
5619.00
5618 07
5618 98
5618 99
5618 99
5619.01
5618 97
5618 98
561B 99
561B 9B
561B 99
561B 9B
561B 97
5618 ,98
5619 ,01
561B 97
561B 99
5618 94
561B ,96
561B ,93
561895
5618 94
5618 94
561B 95
561B 97
561B .97
561B 97
561B 94
561B B9
5618 94
5618.93
5618 93
5618.95
5623.03
5622.97
5625.44
5625,40
5625.39
5625.37
5625,38
5625.33
5625,32
5625 32
5625.33
5625 31
5625.32
5625.31
5625 ,30
5625,30
5625 29
5625.31
5625 28
5625 31
5625 30
5625,28
5625 2B
5625.29
5625 30
2W4-S
561B 43
5618.38
5618.37
5618 40
5618 39
561B 40
561B .37
5618,35
5618.35
5618 34
5618 35
5618.36
5618.36
5618 35
5618 36
5618 34
5618,32
5618 33
561B 32
5618 33
5618 31
5618 31
5618 31
561B 30
561B 31
561B 30
561B.27
561B 31
561B.33
561B 29
561B 30
561B.26
5618.27
5618 25
5618 26
5618.26
5618.26
5618.26
5618.29
5618 28
561B.27
561B 25
561B .21
5618 24
5618 23
5618 22
5618.23
5622 31
5622 28
5624.2B
5624.30
5624 27
5624 24
5624.15
5624 06
5624 04
5624.03
5624.03
5624 00
5624 00
5624.00
5623 98
5623 98
5623 ,97
5623.97
5623 ,95
5623,96
5623 95
5623 92
5623,92
5623 93
5623 93
2W5-N 2W3-S
561B ,55 5619 25
5618 ,54 5619.22
5618 50 5619 22
5618,50 5619.23
5618 ,51 5619 21
5618 ,51 5619 23
5618 49 5619.20
5618 ,50 5619 20
5618.49 5619.19
5618,51 561919
5618.49 5619 17
5618,52 5619 20
5618,54 5619.18
5618,51 5619 20
5618,50 5619.20
5618 50 561918
5618 49 561919
5618.50 5619,18
5618.50 5619.1B
561B 50 561918
5618 4B 561915
5618 4B 5619.17
5618 49 561916
5618.51 561914
5618 49 5619.16
561B 50 561916
5618 47 5619 13
5618 50 5619.16
5618.53 5619.1B
561B 4B 561914
561B 49 5619 23
5618.46 5619.14
5618 49 5619.11
561B 47 5619 09
561847 561911
5618 48 5619.10
561B 47 5619.11
561B .47 5619 11
561B ,51 5619.13
5618 47 561913
5618 ,50 561912
5618.47 5619 09
561B 41 5619.06
5618 45 5619.09
5618.45 5619.07
5618.44 5619.07
5618 46 5619.09
5622 ,57 5622.87
5622 ,54 5622.85
5624 .54 5625.36
5624 ,51 5625 30
5624 ,4B 5625 29
5624,47 5625 27
5624.45 5625.24
5624.37 5625 20
5624.41 5625 18
5624.41 5625,16
5624.43 5625, 17
5624.42 5625 ,16
5624 .40 5625.14
5624.41 5625.17
5624.39 5625.14
5624.39 5625,13
5624.37 5625.10
5624.40 5625 14
5624.38 5625.10
5624.37 5625.11
5624.3B 5625.10
5624 36 5625 08
5624 37 5625 OB
5624.39 5625.09
5624 40 5625.10
2W5-S 2E1 2E1-N 2E1-1S
5615 89 5623 84 5627.38 5622.85
5615 85 5623,87 5627.40 5622.91
5615 86 5623 ,84 5627.40 5622.90
5615.B4 5623 ,84 5627.40 5622 87
5615 82 5623 84 5627 40 5622 85
5615 B1 5623 ,94 5627 39 5622 86
5615.77 5623 .84 5627.38 5622 B6
5615 79 5623 ,82 5627.38 5622.84
5615 77 5623 ,B3 5627.39 5622.85
5615,77 5623,B4 5627.39 5622.87
5615,77 5623,B4 5627.39 5622.88
5615 76 5623 ,84 5627 39 5622 87
5615 76 5623 ,84 5627,39 5622 B6
5615,76 5623 ,83 5627,39 5622.87
5615.73 5623,82 5627.38 5622.84
5615.74 5623,83 5627 38 5622 84
5615.69 5623,82 5627 38 5622 84
5615.70 5623,81 5627.37 5622.85
5615.71 5623,82 5627.37 5622 84
5615 70 5623 .81 5627.37 5622.83
5615 69 5623 .83 5627.37 5622 84
5615.69 5623.82 5627.3B 5622.B5
5615 68 5623 .82 5627 37 5622 85
5615 69 5623 82 5627 37 5622 84
5615.65 5623.82 5627 38 5622.B4
5615 6B 5624.44 5627.38 5622 B6
5615,67 5623.B3 5627 37 5622 87
5615,67 5623,83 5627.39 5622.85
5615.71 5623.B3 5627,39 5622.B7
5615,65 5623,B2 5627 38 5622 85
5615 67 5623,82 5627 38 5622 84
5615.61 5623.82 5627.36 5622 84
5615 62 5623,B2 5627 36 5622 84
5615,62 5623,82 5627.36 5622 B6
561564 5623.81 5627.35 562283
5615.63 5623.81 5627 36 5622 85
5615 65 5623.82 5627.39 5622 87
5615,61 5623.82 5627.37 5622 B5
5615 64 5623.80 5627.37 5622 84
5615.62 5623 81 5627.36 5622.85
5615 62 5623,B3 5627 38 5622 85
5615 60 5623.B2 5627 38 5622 86
5615.55 5623.B1 5627.36 5622 87
5615 60 5623.82 5627.37 5622 85
5615,57 5623.81 5627 36 5622 B4
5615.57 5623.82 5627,37 5622 B4
5615.57 5623.82 5627.37 5622 BS
5620.77 5623 B2 5627 3B 5622 B5
5620 75 5623 81 5627 37 5622 B3
5623 2B 5623 82 5627.37 5622.B4
5623 26 5626 5B 5627 35 5625 52
5623 19 5626 52 5627 34 5625.47
5623 17 5626 52 5627.29 5625.52
5623.14 5626.48 5630.43 5627.43
5623,09 5626 46 5630 38 5627,36
5623,10 5626 38 5630 40 5627 35
5623.08 5626.38 5630 .40 5627.34
5623.09 5629 48 5630 41 5627 27
5623,07 5629.48 5630,35 5627.27
5623,08 5629 48 5630 35 5627 26
5623,07 5629,46 5630 40 5627.25
5623.05 5629 47 5630,36 5627 26
5623 ,00 5629.46 5630,34 5627 25
5623.03 5629.48 5630.36 5627 25
5623.02 5629 47 5630 01 5627 26
5623.01 5629,47 5630,36 5627 24
5623,03 5629 70 5630 36 5627.46
5623.00 5629.45 5630.34 5627.22
5623,00 5629,45 5630,34 5627 21
5622,99 5629 45 5630,34 5627 22
5623.01 5629 44 5630 34 5627 20
5623,00 5629 44 5630 34 5627 20
Cell 4A Toe 2W1 2W2 2W3 2W4-C 2W5-C
DATE
B/1712018 5576.99 5624.64 5623-58 5624.38 5625.42 5625.05
9/14/2018 5576 98 5624 85 5623.59 5624.38 5625.45 5625.08
1012612018 5576 99 5624 87 5623.59 5624,38 5625.43 5625,07
1111512018 5576.99 5624 83 5623 57 5624,38 5625,43 5625.05
12124/2018 5576.98 5624.83 5623.56 5624.37 5625.41 5625.02
1/14/2019 5576.98 5624 83 5623 55 5624.36 5625.41 5625,03
2/8/2019 5576.98 5624 81 5623,55 5624,36 5625,39 5625,02
3/2912019 5576.98 5624 84 5623.56 5624.36 5625.39 5625.02
411212019 5576.98 5624 80 5623.52 5624.34 5625,38 5625 00
5/9/2019 5576 98 5624 82 5623,54 5624.37 5625.40 5625.02
61612019 5576 99 5624 83 5623.54 5624.35 5625.39 5625 02
711912019 5576.98 5624 85 5623.57 5624.37 5625.39 5625.04
81812019 5576 98 5624 83 5623 56 5624 36 5625 ,39 5625.02
9/612019 5576 98 5624,82 5623 55 5624 35 5625 ,38 5625 00
1014/2019 5576.98 5624 83 5623.56 5624.36 5625.39 5625.02
11/1512019 5576 .95 5624.83 5623 55 5624,36 5625,39 5625 01
1216/2019 5576.98 5624.82 5623,54 5624.34 5625.37 5625.00
1/812020 5576.98 5624.83 5623 55 5624.36 5625,39 5625 01
21712020 5576 97 5624.81 5623 55 5624.35 5625.38 5625.01
316/2020 5576.98 5624.79 5623 51 5624 32 5625,36 5624 98
4/312020 5576.98 5624 80 5623.53 5624 35 5625,37 5624,99
5/13/2020 5576.98 5624.78 5623 52 5624 33 5625,35 5624,98
6/5/2020 5576 99 5624 80 5623.50 5624.32 5625 .34 5624.98
711712020 5576 98 5624,79 5623 52 5624 32 5625 .33 5624 98
811412020 5576,97 5624 83 5623 54 5624 34 5625,36 5624 99
9/2412020 5576,99 5624 84 5623.54 5624.33 5625,35 5624.96
101812020 5576.99 5624.82 5623.54 5624.34 5625,37 5625,00
11/20/2020 5576 98 5624.78 5623 52 5624 33 5625,36 5624 98
121912020 5576.97 5624.79 5623 55 5624 35 5625,39 5625 00
1128/2021 5576.98 5624.76 5623.51 5624 32 5625 34 5624 98
2126/2021 5576.97 5624.78 5623 52 5624 34 5625 34 5624 97
312512021 5576.98 5624,82 5623 52 5624 32 5625 34 5624 99
4130/2021 5577 00 5624 ,83 5623.54 5624,31 5625,33 5624 98
5/26/2021 5577.00 5624 ,83 5623.52 5624.30 5625,30 5624 99
6/25/2021 5577,01 5624 ,85 5623 54 5624 31 5625 32 5624 98
711512021 5576.99 5624 86 5623.55 5624 32 5625 32 5625 02
8/26/2021 5577 00 5624,85 5623 55 5624.32 5625.32 5625.00
9130/2021 5576.98 5624,83 5623 52 5624 31 5625 33 5624 99
10/27/2021 5577,00 5624 81 5623 52 5624 30 5625.30 5624 98
11130/2021 5577 01 5624 82 5623.52 5624,31 5625,33 5625.00
1212812021 5577.00 5624.82 5623.51 5624.31 5625,33 5624.98
112812022 5577 00 5624 92 5623 60 5624 39 5625.41 5625 07
212512022 5576 99 5624 90 5623 60 5624 37 5625 ,38 5625 06
3118/2022 5576,99 5624 89 5623.60 5624.40 5625.42 5625.07
4/8/2022 5577.00 5624.90 5623.61 5624.39 5625 ,41 5625 07
5/19/2022 5577 00 5624 93 5623 60 5624,38 5625 ,38 5625 07
6/30/2022 5577 00 5624 89 5623 60 5624 37 5625 ,36 5625 05
712712022 5577.01 5624.91 5623,60 5624.37 5625 .37 5625 05
8125/2022 5577.01 5624.91 5623.59 5624 37 5625.39 5625.05
91812022 5577 00 5624 93 5623 60 5624.37 5625.39 5625 .06
10/2112022 5577 00 5624 ,91 5623.61 5624 39 5625.40 5625 .06
11128/2022 5577.00 5624 .91 5623.62 5624.42 5625.42 5625 .06
12/27/2022 5577 00 5624 ,91 5623 62 5624.41 5625.43 5625,09
1112/2023 5576 98 5624 ,89 5623 59 5624 37 5625,38 5625.04
212312023 5576.99 5624 .90 5623.60 5624.37 5625,39 5625.05
3/30/2023 557700 5624 ,90 5623,61 5624 36 5625,36 5625 05
4/27/2023 557700 5624 .90 5623.57 5624,34 5625,36 5625,05
5119/2023 5576 99 5624,87 5623.54 5624,34 5625.35 5625.01
6/2912023 5577.00 5624 .87 5623.54 5624,33 5625,35 5625 01
7/28/2023 5577 01 5624,88 5623 56 5624,32 5625.33 5625.02
812512023 5576 92 5624 82 5623 50 5624 28 5625.28 5624.96
9/15/2023 5576.92 5624 82 5623.52 5624 28 5625.28 5624 96
10/31/2023 5576,92 5624,80 5623 50 5624 30 5625.31 5624.97
11/30/2023 5576 93 5624.79 5623.48 5624.31 5625.30 5624,96
1212012023 5576 91 5624.84 5623,51 5624 29 5625 31 5624,97
Settlement Monitors
Surveyed Elevations
2W4-N
5625.27
5625 27
5625 26
5625 .26
5625.24
5625 24
5625 24
5625.23
5625-21
5625.24
5625 23
5625,24
5625 24
5625,23
5625 24
5625 23
5625,22
5625.23
5625.22
5625 21
5625,23
5625.21
5625.20
5625 19
5625 ,22
5625.19
5625.21
5625 21
5625 24
5625.21
5625 20
5625 20
5625.19
5625.18
5625.19
5625-21
5625.19
5625,19
5625,18
5625.20
5625.19
5625.28
562527
5625.28
5625,27
5625.27
5625.26
5625,25
5625,26
5625,25
5625 ,29
5625 ,29
5625,29
5625.26
5625.26
5625,27
5625,23
5625.22
5625,22
5625 22
5625 17
5625.18
5625 19
5625 19
5625,19
2W4-S
5623.90
5623.90
5623 89
5623.88
5623.87
5623 86
5623 86
5623.84
5623,82
5623.84
5623 84
5623,85
5623 85
5623 84
5623 85
5623 83
5623,82
5623.81
5623,80
5623 BO
5623 83
5623.80
5623 80
5623.78
5623 81
5623.77
5623 BO
5623 82
5623 81
5623.79
5623 80
5623 78
5623.78
5623.76
5623 76
5623.78
5623.78
5623 76
5623 77
5623.78
5623 78
5623 85
5623 84
5623.87
5623 83
5623.82
5623,83
5623 83
5623 83
5623 83
5623 85
5623 87
5623,87
5623 .83
5623.84
5623 81
5623 79
5623 79
5623.79
5623.78
5623 73
5623.74
5623 75
5623,76
5623.74
2W5-N 2W3-S
5624.35 5625.07
5624 36 5625 07
5624 35 5625 06
5624.36 5625.06
5624.34 5625.03
5624 34 5625 04
5624 32 5625,04
5624.33 5625 04
5624.29 5625.01
5624 32 5625 02
5624.33 5625,03
5624.33 5625,04
5624 30 5625.03
5624.31 5625 ,02
5624.32 5625 .04
5624 32 5625 ,03
5624 31 5625 ,00
5624.31 5625 ,03
5624.31 5625.02
5624 ,29 5625,00
5624 30 5625,03
5624.28 5625 .00
5624.29 5624 ,99
5624 28 5624.99
5624,30 5625.02
5624.28 5624,99
5624 32 5625,02
5624.29 5625,01
5624 32 5625,02
5624.31 5624.99
5624.29 5625,00
5624.32 5624.99
5624 31 5624,99
5624 31 5624,98
5624,32 5624,99
5624.32 5624,99
5624.32 5625.00
5624.30 5624.99
5624 29 5624 98
5624.31 5624.99
5624.31 5624.98
5624 40 5625.06
5624 39 5625.05
5624,39 5625.08
5624,39 5625.07
5624.40 5625.05
5624.37 5625 04
5624.37 5625.04
5624,37 5625 05
5624.37 5625 05
5624.40 5625.06
5624.41 5625 09
5624.41 5625,09
5624,38 5625.04
5624.39 5625.04
5624 ,39 5625.03
5624.39 5625 01
5624.35 5625.02
5624,32 5625,00
5624,34 5625,00
5624 ,28 5624 95
5624 .29 5624.96
5624 ,29 5624,98
5624 ,28 5624 98
5624,30 5624 97
2W5-S 2E1 2E1-N 2E1-1S
5622.96 5629.42 5630 34 5627 18
5622 99 5629.42 5630,34 5627.18
5622 98 5629,38 5630.31 5627 16
5622.97 5629.44 5630.34 5627.19
5622,94 5629.42 5630,33 5627 15
5622 94 5629.41 5630.33 5627.16
5622 92 5629 42 5630 34 5627. 16
5622.92 5629.40 5630.31 5627.14
5622.90 5629 40 5630 31 5627 14
5622 92 5629,39 5630,30 5627 11
5622.92 5629.38 5630.29 5627.11
5622 93 562937 5630,28 562710
5622.91 5629 36 5630.28 5627 10
5622.90 5629 38 5630 30 5627.12
5622.92 5629.38 5630,30 5627.12
5622 91 5629 39 5630,29 562711
5622 89 5629 39 5630 30 5627 12
5622.90 5629.39 5630.30 5627.12
5622,90 5629 39 5630 31 562711
5622 87 5629 38 5630 29 562711
5622.89 5629.41 5630 33 5627 13
5622 87 5629.37 5630 29 5627.09
5622.86 5629 38 5630 29 5627 10
5622.87 5629 35 5630 27 5627 07
5622 89 5629.35 5630 27 5627 06
5622 86 5629 35 5630.28 5627.07
5622.86 5629.36 5630 28 5627 09
5622 86 5629.37 5630 29 5627 OB
5622.89 5629.38 5630.31 5627.10
562286 5629,37 563030 5627.08
5622.84 5629 ,38 5630 31 5627.06
5622 88 5629.33 5630 26 5627.05
5622.87 5629.31 5630.25 5627.04
5622 88 5629,30 5630 25 5627 04
5622 87 5629.31 5630 26 5627.05
5622.90 5629.30 5630.24 5627 02
5622.89 5629,31 5630 25 5627 04
5622 89 5629.31 5630 25 5627 03
5622.86 5629,31 5630 25 5627.04
5622.88 5629.32 5630.26 5627.04
5622,86 5629,32 5630 26 5627 04
5622.94 5629,34 5630 27 5627 05
5622,95 5629,32 5630.26 5627.03
5622.94 5629 .35 5630.28 5627.06
5622 94 5629 ,33 5630 28 5627.04
5622 96 5629 ,31 5630 24 5627 03
5622.93 5629,31 5630.25 5627.03
5622.93 5629.31 5630.25 5627.02
5622 93 5629 31 5630 24 5627.02
5622 93 5629 29 5630.23 5627.00
5622.94 5629 32 5630.26 5627.04
5622.95 5629 31 5630 25 5627 03
5622 96 5629,31 5630 25 5627 02
5622 93 5629,32 5630.26 5627.03
5622 94 5629 31 5630.26 5627.03
5622 94 5629 32 5630.26 5627,04
5622 94 5629 31 5630,24 5627,00
5622.90 5629,30 5630.23 5627.00
5622 89 5629.29 5630 23 5627 00
5622.90 5629 25 5630 21 5626.97
5622.83 5629 ,28 5630.23 5626 99
5622,84 5629,28 5630.22 5626.99
5622 84 5629 ,29 5630.23 5627 00
5622 85 5629 ,31 5630.24 5627.01
5622 84 5629 ,27 5630 21 5626.98
DATE
8/18/1918
B/25/1918
918/1918
9/29/1918
10/20/1918
11/21/1918
11/30/1918
1/11/1990
1/25/1990
2/22/1990
3/16/1990
4/5/1990
5/3/1990
6nl1990
7/26/1990
B/10Mt90
9/14/1990
10/12/1990
11/15/1990
12/14/1990
1/24/1991
2/22/1991
3/21/1991
4/25/1991
5/23/1991
6/21/1991
7/26/1991
8/22/1991
6/16/1918
6/22/1989
6/27/1989
6/30/1!118
717/1918
7/1411988
7/21/1988
8/3/1918
8/15/1919
8/25/1918
918/1918
9/29/1989
10/20/1919
11/21/1918
11/30/1988
1/11/1990
1/25/1990
2/22/1990
3/16/1990
4/5/1990
5/3/1990
617/1990
7/26/1990
8/10/1990
9/14/1990
10/12/1990
11/15/1990
12/14/1990
1/24/1891
2/22/1991
3/21/1991
4/25/1991
5/23/1991
6/21/1991
7/26/1991
8/22/1991
9/27/1991
10/31/1991
11/21/1991
1/2/1992
1/31/1992
2/28/1992
3/2511992
4/24/1992
2E1-2S 2W7-C 2W7-N 2W7-S 2W6-N 2W6-C
Settlement Monitors
Surveyed Elevations
2W6-S 3-1N 3-1C 3-1S 3-2N 3-2C 3-2S
DATE
5/29/1912
6/19/1992
7/23/1992
8/27/1912
9/24/11192
10/28/1992
11/25/1992
12/16/1992
1/16/11193
2/16/1993
3/3/1993
3/25/1993
4/29/11193
5124/11193
8/3011993
7129/1993
8/26/1913
9/30/1!193
10/27/1!193
11/22/1!193
12/28/1913
1/27/1!194
2/24/1!194
3/31/11194
5/4/1!194
6/6/1914
7/29/1994
9/29/1994
10/28/11194
12/22/1!194
112711996
2/23/11195
313111995
4/28/11195
6/2/1995
7/31/1915
9/1/1995
9/29/1995
10/19/1995
11/30/1995
12/21/1995
1/26/1996
3/1/19116
4/25/1916
513011996
6/27/1996
7/26/191NS
8/30/1996
9127/191NS
10125/19116
11127/1196
12/2011998
1l31111197
2/27/1!197
3/27/1997
4/26/1917
5/30/1917
&/26/1917
7131/11197
8/28/1917
9125/1997
10/26/1997
11/18/1997
12/18/1997
1/16/1918
2/6/1918
3/6/1918
413/1918
5/6/1918
&/111118
71111911
813/1918
2E1-2S ZW7-C ZW7-N ZW7-S 2WS-N 2W6-C
Settlement Monitors
Surveyed Elevations
2W6-S 3-1N 3-1C 3-1S 3-2N 3-2C 3-2S
2E1-2S 2W7-C 2W7-N 2W7-S 2W6-N
DATE
9/3/1998 5619.65
10/1/1998 5619.65
11/5/1998 5619.58
12/2/1998 5619.58
1/6/1999 5619.60
2/3/1999 5619.60
4/B/1999 5619.66
5/4/1999 5620.64 5622.40
6/2/1999 5620 64 5622.44
6/30/1999 5619 62 5622.44
8/3/1999 5618 80 5621 .62
9/8/1999 5619.63 5622.44
10/7/1999 5619.62 5622.43
11/4/1999 5619 62 5622 43
12/1/1999 5619.59 5622.41
1/5/2000 5619 58 5622.4 1
2/2/2000 5619,62 5622.41
3/3/2000 5619.60 5622.40
4/5/2000 5619.61 5622.41
5/3/2000 5619 61 5622.40
6/21/2000 5619 64 5622 40
7/16/2000 5619.66 5622.46
8/30/2000 5619 60 5622 42
9/18/2000 5619 62 5622 42
10/17/2000 5619.64 5622 46
11/14/2000 5619.66 5622.44
12/20/2000 5619 56 5622 38
1/2/2001 5619,60 5622.38
2/17/2001 5619.59 5622.39
3/8/2001 5619,60 5622.38
4/29/2001 5619 58 5622 38
5/12/2001 5619 62 5622 40
6/612001 5619.60 5622.38
719/2001 5619,60 5622 38
8/24/2001 561960 5622.38
9/12/2001 5619 60 5622.38
10/8/2001 5619.60 5622.36
11/27/2001 5619.60 5622.37
12/26/2001 5619.58 5622.36
1/16/2002 5619 .60 5622 35
2/23/2002 5619.60 5622.34
3/30/2002 5619 59 5622 34
4/11/2002 5619 60 5622 35
5/23/2002 5619.60 5622,34
6/2512002 5619.60 5622 34
7/18/2002 5619.60 5622,34
8122/2002 5619 60 5622,34
9/2512002 5619.60 5622.34
1012812002 5619 60 5622 33
1112012002 5619 60 5622 34
12/24/2002 5619.60 5622.34
1130/2003 5619.60 5622 33
2/2112003 5619 60 5622.34
3/25/2003 5619 60 5622.34
4111/2003 5619.60 5622 31
5/29/2003 5619 67 5622 31
612612003 5619 60 5622 34
7/24/2003 5619 60 5622 34
812012003 5619 60 5622.34
9130/2003 5619 67 5622 33
10/8/2003 5619 67 5622 33
11/12/2003 5619.67 5622.33
12122/2003 5619 67 5622 34
1/29/2004 5619 67 5622 33
2/17/2004 5619 ,67 5622.33
3124/2004 5619,67 5622 33
4/28/2004 5619,67 5622 33
5/20/2004 5619 62 5622.30
6/3012004 5619.64 5622.32
7130/2004 5619 64 5622 32
811912004 5619,67 5622.33
9/30/2004 5619.67 5622.32
2W6-C
Settlement Monitors
Surveyed Elevations
2W6-S 3-1N
5616.71
5616.67
5616.62
5616.69
5616.58
5616.58
5616.68
5616,69
5616.70
5616.64
5616.63
5616.64
5616.58
5616,72
5616.72
5616.72
5616,67
5616.69
5616.66
5616.66
5616.64
5616.72
5616.70
5616.70
5616.71
5616,71
5616.73
5616,68
5616 ,69
5616 ,69
5616 ,71
5616 ,70
5616,70
5616.68
5616,69
5616,69
5616.69
5616,69
5616 69
5616.69
5616.69
5616.66
561666
5616.67
5616.68
5616 69
5616 ,69
5616 ,69
5616 ,69
5616.69
5616 ,69
5616 .69
5616 .69
5616,69
5616,69
5616,69
5616,69
5616.75
5616,69
5616.69
5616,75
5616.75
3-1C
5613.01
5612,93
5613,01
5612 98
5612.91
5612 87
5612.89
5612,88
5612 87
5612,86
5612,86
5612 67
5612.89
5612 83
5612 89
5612.90
5612 88
5612 88
5612.90
5612,88
5612 86
5612 88
5612.87
5612 85
5612 90
5612.86
5612 BB
5612.88
5612 89
5612 88
5612.93
5612 88
5612 87
5612.89
5612.91
5612 90
5612.91
5612.85
5612 82
5612 87
5612 86
5612.86
5612 85
5612 85
5612.85
5612 84
5612 84
5612.84
5612.82
5612 82
5612.84
5612.64
5612,84
5612 86
5612,86
5612,86
5612,85
5612.86
5612.84
5612 85
5612 85
5612 82
5612 85
5612,85
5612.83
5612 83
3-15 3-2N 3-2C 3-25
5615.13 5613.10
5615 20 5613.07
5615 23 5613 08
5615.22 5613 08
5615.22 5613.07
5615,23 5613.07
5615,21 5613 07
5615.23 5613,05
5615 24 5613,08
5615.19 5613 ,04
5615.21 5613 09
5615.22 5613.16
5615 24 5613 04
5615 24 561314
5615.25 5613 .10
5615 25 561310
5615.21 5613,10
5615 22 5613 07
5615.25 5613.10
5615 22 5613,07
5615.22 5613,07
5615.24 5613 08
5615.24 5613.10
561524 5613,08
5615 27 5613.13
5615 24 5613. 10
5615.29 5613.13
5615 23 5613,08
5615 25 5613.09
5615 24 561311
5615 27 5613.11
5615 27 561310
5615.22 5613.07
5615.20 5613.06
561521 5613 06
5615 23 5613 08
5615.23 5613.08
5615.23 5613 OB
5615 21 5613 OB
5615.23 5613.08
5615.23 5613.0B
5615.20 5613.06
5615.20 5613 06
5615.21 5613.06
5615.19 5613 03
5615,19 5613 05
5615,19 5613 05
5615.19 5613 05
5615.19 5613 05
5615,23 5613 09
5615.23 5613.09
5615 ,23 5613 09
5615 ,20 5613.06
5615,23 5613 09
5615.23 5613.07
5615,23 5613 07
5615,23 5613.07
561518 561310
5615 23 5613.07
5615 23 5613 07
5615 20 5613 20
5615.20 5613.22
2E1-25 2W7-C 2W7-N 2W7-S 2W6-N
DATE
10/29/2004 5619.67 5622.33
11/30/2004 5619 67 5622 33
12/15/2004 5619 67 5622 33
1/19/2005 5619.59 5622 26
2/17/2005 5619 63 5622,30
3/31/2005 5619 63 5622 30
4/29/2005 5619,63 5622,30
5/27/2005 5619,63 5622,30
6130/2005 5619 63 5622 30
7/22/2005 5619 63 5622 29
B/26/2005 5619 60 5622 28 5621 .51 5619 95 5620 53
9/30/2005 5619 61 5622.30 5621 .50 5619 93 5620.52
10/28/2005 5619 63 5622.30 5621.49 5619 63 5620.51
11/30/2005 5619.61 5622.30 5621 ,50 5619 93 5620.52
12/29/2005 5619.61 5622.27 5621.49 5619 94 5620 51
1/27/2006 5619.63 5622.27 5620,90 5619 98 5620.56
2/14/2006 5619 B6 5622,44 5621 ,66 5620,24 5620.55
3/17/2006 5619.60 5622.22 5621 ,46 5619 86 5620 52
4/26/2006 5619.62 5622.24 5621.46 5619.84 5620.52
5/25/2006 5619 59 5622 ,27 5621 .48 5619 97 5620 52
6/29/2006 5619 62 5622 ,27 5621 .50 5619,94 5620 53
7/12/2006 5619,72 5622 .27 5621.49 5619 96 5620,52
8/24/2006 5619.61 5622 ,27 5621.49 5619.96 5620.52
9/22/2006 5619 64 5622 ,27 5621 ,86 5619,96 5620 52
10/31/2006 5619.61 5622 ,26 5621 ,83 5619 92 5620.51
11/29/2006 5619 60 5622,28 5621 .62 5619 83 5620 66
12/21/2006 5619 62 5622 ,24 5621 .82 5619,96 5620 54
1/10/2007 5619 64 5622 ,26 5621 ,82 5620,02 5620 52
2/24/2007 5619.50 5622 ,30 5621 ,84 5619 94 5620.74
317/2007 5619.64 5622,26 5621 ,86 5620,00 5620.50
4/20/2007 5619.62 5622.26 5621 ,78 5619.94 5620 66
5/3/2007 5619.63 5622.28 5621 .75 5619 93 5620 .58
6/8/2007 5619 84 5622.38 5621,88 5620.14 5620.74
7/12/2007 561971 5622,30 5621 ,83 5620,25 5620 55
8/1/2007 561960 5622,25 5621 ,81 5620,18 5620 50
9/13/2007 5619.65 5622,34 5621 ,88 5620.20 5620.64
10/16/2007 5619.59 5622 .25 5621 .87 5620.25 5620.81
11/21/2007 5619 59 5622 .24 5621 ,82 5620 15 5620 48
12/21/2007 561961 5622.26 5621 .81 5620 17 5620 53
1/28/2008 5619.65 5622.26 5621 .86 5620.24 5620.73
2/28/2008 5619.62 5622,25 562L82 5620, 19 5620.68
3/28/2008 5619 59 5622,27 5621.81 5620 02 5620 52
4/25/2008 5619 65 5622,25 5621.79 5620 06 5620 51
5/30/2008 5619 83 5622.28 5621 .74 5620.11 5620.62
6/27/2008 5619,56 5622,25 5621 79 5619 91 5620.48
7/31/2008 5619 55 5622,23 5621 .76 5619 89 5620 48
8/28/2009 5619.56 5622.24 5621 .47 5619.90 5620 48
9/24/2008 5619 56 5622,23 5621.48 5619 89 5620.47
10/31/2008 5619 54 5622,22 5621 .48 5619 89 5620 48
11/26/2008 5619 55 5622 22 5621 49 5620 01 5620 47
12/31/2008 5619.58 5622.23 5621 .48 5619.93 5620.49
1/30/2009 5619 50 5622.23 5621 47 5619 87 5620 46
2/27/2009 5619,53 5622.22 5621 .48 5619 87 5620 48
3/31/2009 5619 51 5622,24 5621 ,50 5619.90 5620,48
4/30/2009 5619.54 5622.24 5621.4 9 5620.02 5620.48
5/29/2009 5619.46 5622 21 5621 44 5619 87 5620 46
6/30/2009 5619 58 5622,24 5621 48 5619 95 5620 48
7/31/2009 5619.56 5622.23 5621.51 5619 BB 5620.44
B/28/2009 5619,56 5622 23 5621 50 5619 92 5620 49
9/30/2009 5619,53 5622 20 5621 .44 5619 90 5620.46
10/30/2009 5619.54 5622 23 5621.50 5619 90 5620 47
11/30/2009 5619 51 5622 22 5621 57 5619,95 5620.48
12/31/2009 5619,54 5622 20 5621 48 5619 86 5620.46
1/29/2010 5619,56 5622 31 5621.49 5619 88 5620,49
2/26/2010 5619,52 5622.20 5621 .(7 5619 88 5620.46
3/30/2010 5619.53 5622.20 5621.48 5619 89 5620.47
4/30/2010 5623 .44 5622 20 5621 ,48 5619 BB 5620.46
5/28/2010 5619 52 5622 21 5621 48 5619 90 5620 45
6/30/2010 5619.53 5622,21 5621 .48 5619 91 5620.48
7/29/2010 5619.54 5622.22 5621 48 5619.90 5620 48
8/19/2010 5619.55 5622 23 5621 ,47 5619 96 5620.47
9/17/2010 5619,55 5622 .20 5621 .48 5619 97 5620.48
2W6-C
5618 19
561819
5618 19
5618 19
5618.18
561818
5618 25
561816
5618.18
5618.19
5618,14
5618 .18
5618 .18
561816
5618 ,13
561815
5618 ,16
5618 ,18
5618,54
5618 ,18
5617 ,98
5617 ,63
5618 36
5618 23
5618,15
5618 36
5618.15
5618 ,13
5618 ,16
5618 .13
5618 ,15
5618 ,16
5618 ,02
5618 .32
5618 ,11
5618 ,05
5618 ,10
5618 .12
5618,10
5618,11
5618.13
5618,09
5618,08
5618,14
5618,12
5618,11
5616,13
5618.10
5618.13
5620.08
5618.11
5618.11
5618.10
561813
5618.12
5618.10
5618.08
5618.09
5618 11
5618 10
561813
5618.09
Settlement Monitors
Surveyed Elevations
2W6-S
5616.61
5616,60
5616,60
5616 60
5616.56
5616 56
5616 73
5616 54
5616.56
5616 54
5616 52
5616.52
5616 BO
5616 77
5616 73
5616.73
5616 78
5616 82
5616.93
5616.72
5616 74
561671
5616.94
5616 76
5616 71
5616.79
5616.79
5616 67
5616.70
5616.82
5616 79
5616.68
5616.62
5616.77
5616 49
5616 46
5616 45
5616.46
5616 47
5616 46
5616.49
5616.43
5616 43
5616,51
5616.38
5616 38
5616 .4 8
5616 43
5616 .46
5616 .33
5616.49
5616.42
5616 42
5616,45
5616 45
5616.44
5616 44
5616.42
5616 42
5616 40
5616 45
5616,37
3-1N 3-1C
5616.75 5612.83
5616.75 5612 83
5616 75 5612.83
5616.74 5612 82
5616 74 561 2.82
5616.74 5612 83
5616,74 5612 83
5616.74 5612.83
5616,74 5612.83
5617.10 5612.90
5617.03 5612 82
5617 03 5612.82
5617.05 5612.82
5617 04 5612.82
5617.02 5612.81
5616.98 5612.78
5617.02 5612.82
5616 98 5612.77
5617.02 561 2.80
5617.01 56 12 79
5617,01 5612 80
5617.00 5612,80
5616.98 5612,79
5617,01 5612,80
5617 00 5612 80
5616.98 5612.78
5616.97 5612 78
5617 01 561281
5616.92 5612.72
5616 96 5612 74
5616 98 5612,76
5617 02 5612 BO
5611-0B 5612.90
5616 94 5612 72
5616 99 5612,78
5617,06 5612.94
5617.01 5612 89
5617 03 5612 81
5617 01 5612 64
5617.05 5612.91
5617 03 5612 92
5617 01 5612.82
5617.18 5612 90
5616.90 5612.62
5616 98 5612 80
5616.99 5612 81
5617.03 5612 84
5617.04 5612.86
5616,99 5612 BO
5617.01 5612 83
5616.99 5612.80
5617.02 5612,82
5617.02 5612 64
5617.04 5612 83
5617.04 5612.98
56 17,02 5612 62
5617.00 5613 00
5617,01 5612 79
5616.99 5612 81
5617,01 5612 84
5616,99 5612 81
5617.01 5612.79
5617,00 5612 BO
5616,67 5612 77
5617.08 5612.79
5617.00 5612 82
5616 94 5612 78
5616 98 561281
5616 96 5612.80
5616 94 5612,80
5616,95 5612.79
5616.98 561281
3-1S 3-2N 3-2C 3-2S
5615.20 5613.20
561518 5613,20
5615 20 561 3,20
5615 22 5613 ,20
5615.20 5613 ,20
5615 20 5613 ,20
5615.20 5613 ,20
5615.20 5613 ,20
5615 20 5613 ,20
5615 28 5613 ,27
5615.21 5613 ,17 5613 63 5612 18
5615.20 5613 .18 5613 63 5612.18
5615.20 5613 ,20 5613 63 5612.18
5615 20 5613 .20 5613 63 561219
5615.20 5613.19 5613.63 5612.18
561518 5613.22 5613 58 5612.12
5615 20 5613.22 5613.66 561222
5615.16 5613,14 5613,56 5612.16
5615.22 5613.22 5613.60 56 12.20
561519 5613,14 5613,60 561216
5615 22 5613,17 5613 62 561217
5615.20 5613.16 5613,61 5612.16
561518 5613,16 561361 5612 ,16
561519 5613.16 5613.61 5612 .16
561519 5613.17 5613 61 5612 ,16
5615.18 5613.16 5613.62 5612.14
561519 5613,16 5613 60 561215
561518 5613,16 5613 75 561215
5615.14 5613.18 5613.62 5612.16
561516 5613.12 5613.76 5612.14
5615.16 5613.14 5613.76 5612.1 4
561517 5613,14 5613 82 5612.16
5615.22 5613.02 5613.80 5612.18
561512 5613,11 5613 74 5612 05
561517 5613.17 5613,78 561214
5615.24 5613.23 5613.85 5612.41
5615,19 5613.17 5613.81 5612.38
5615 21 5613,20 5613 82 5612.15
561518 5613.18 5613.80 5612.14
5615.20 5613.21 5613.78 5612 36
5615 17 5613 20 5613 81 5612.33
5615 20 5613J8 5613.65 5612.41
5615 ,32 5613.36 5613 60 5612.51
5615.04 5613,02 5613 48 5612 06
5615,18 5613.16 5613 64 5612.16
561520 561319 5613,66 561214
5615,19 5613.21 5613,65 5612.16
5615.21 5613 23 5613,66 5612.21
5615,17 5613.19 5613,63 5612.16
5615.18 5613 20 5613 63 5612.16
561516 5613 17 5613 61 5612.15
5615 17 5613 20 5613 64 5612 37
5615 20 5613 20 5613 65 5612 17
5615,19 5613.20 5613.65 5612,17
5615 22 5613 21 5613 69 5612.19
5615.18 5613.18 5613 65 5612.16
561515 561316 5613 61 561 2.14
5615.16 561 3.17 5613.65 5612.15
5615.18 5613 19 5613,63 561216
5615,19 561321 5613 65 561217
561517 5613,19 5613.64 5612,35
5615.17 5613.18 5613.63 5612.15
561518 5613,16 5613.62 561212
5615.13 5613,13 5613.58 561212
5615.16 5613.16 5613.60 5612.1 4
5615 17 561319 5613,63 5612.13
5615,16 5613,16 5613,60 561214
561518 561319 5613.60 5612.13
5615.20 5613.22 5613.63 5612.16
561516 5613 16 5613.62 561214
561515 561316 5613,61 5612.14
561517 561318 5613.62 561214
2E1-25 2W7-C 2W7-N 2W7-S 2W6-N 2W6-C
DATE
1012912010 5619-52 5622 23 5621 47 5619 94 5620 46 561811
11/30/2010 5619_53 5622.20 5621 48 5619.94 5620.46 5618.09
12/17/2010 5619 54 5622 22 5621 48 5619.96 5620 46 5618 10
1113/2011 5619.53 5622. 19 5621.47 5619 97 5620.43 5618.10
211812011 5619 56 5622 22 5621 48 5619.96 5620,47 5618.11
3/1712011 5619 55 5622 23 5621 47 5620.01 5620.47 5618.13
4118/2011 5619.52 5622.20 5621.48 5619 95 5620.46 5618.15
5/2712011 5619 54 5622 18 5621 47 5619.94 5620.46 5618.09
611412011 5619 49 5622.19 5621 42 5619 86 5620.41 5618.03
712912011 5619.42 5622.19 5621 46 5619.88 5620.46 5618 OB
B/31/2011 5619.44 5622 21 5621.46 5619 88 5620.44 561810
9/2712011 5619.43 5622 22 5621.47 5619.92 5620.46 5618.09
1012112011 5619 40 5622.20 5621 46 5619 86 5620.44 5618.08
11/28/2011 5619 43 5622.20 5621 ,47 5619 88 5620.46 5618.08
12121/2011 5619.39 5622.20 5621 .46 5619 87 5620.46 5618.06
1/31/2012 5619 39 5622 .19 5621 47 5619 89 5620.43 5618 07
2/29/2012 5619 38 5622 19 5621 46 5619 86 5620.46 5618,06
3/2812012 5619.41 5622.20 5621.46 5619 84 5620.44 5618.04
412512012 5619.41 562221 5621.47 5619 85 5620.44 5618,05
5129/2012 5619 40 5622 20 5621 48 5619 86 5620.44 5618.05
6/29/2012 5619 40 5622.19 5621 .47 5619 85 5620.44 5618.04
7/31/2012 5619 42 5622-20 5621.47 5619.88 5620.45 5618.06
Settlement Monitors
Surveyed Elevations
2W6-S
5616.43
5616.39
5616,40
5616.41
5616 43
5616 49
5616.44
5616.39
5616_31
5618 86
5618 91
5618 87
5618 84
5618 ea
5618 81
5618 80
5618 82
5618 81
5618 82
5618 BO
5618.79
5618.73
3-1N
5616,94
5616 95
5616,94
5616,94
5616 93
5616 95
5616_98
5616 95
5616.96
5616 64
5616 62
5616 64
5616 65
5616,66
5616 .. 64
5616 ,64
5616 .66
5616 ,61
5616 ,62
5616.58
5616 60
5616 .63
3-1C 3-15
5612-76 5615.13
5612-76 5615.14
5612.88 5615.16
5612 ,78 5615.14
5612-77 5615.14
5612-13 5615.14
5612 BO 5615.15
5612-77 5615.14
5612_82 5615.16
5612 .80 5615.15
5612 77 5615.12
5612 BO 5615,15
5612.79 5615,15
5612.82 5615,17
5612.80 5615.16
5612 80 5615.14
5612 78 5615.14
5612.78 5615.14
5612.76 5615.14
5612.76 5615.12
5612,76 5615,12
5612.78 5615.14
3-2N 3-2C 3-25
561315 5613,59 5612 08
561315 5613,60 561212
5613.18 5613,62 5612.14
561314 5613.60 5612.12
561313 5613.60 561212
5613.12 5613 .59 5612.11
5613.16 5613.64 5612.13
561316 5613 ,59 5612 09
561313 5613,61 5612.11
5613 04 5613 ,56 5612.14
5613.01 5613 .54 5612.12
5613 04 5613 ,55 561214
5613 04 5613,55 5612.14
5613.06 5613.57 5612.16
5613.04 5613,57 5612 ,15
5613 04 5613,56 561214
5613 04 5613 56 561214
5613.04 5613,52 5612.13
5613.03 5613.55 5612 ,12
5613 00 5613 54 561210
5613.01 5613,54 5612.11
5613.02 5613,55 5612.12
2E1-2S 2W7-C 2W7-N 2W7-S 2W6-N 2W6-C
DATE
813012012 5619.40 5622. 18 5621 .47 5619 84 5620.44 5618 ,02
912112012 5619 47 5622 20 5621 .48 5619 87 5620.47 5618,09
10/30/2012 5619 46 5622.22 5621 ,48 5619 94 5620.48 5618 06
1113012012 5619.39 5622.20 5621 .47 5619 86 5620.43 5618.02
12/2412012 5619.40 5622 20 5621.48 5619 86 5620 45 5618.04
113112013 5619 40 5622 ,18 5621 .47 5619.86 5620.44 5618 02
2/2512013 5619 39 5622 ,18 5621 .48 5619 83 5620.42 5618 02
312712013 5619.38 5622 .18 5621 .46 5619 82 5620.42 5617.99
4/2612013 5619.37 5622 ,19 5621,48 5619 87 5620.43 561801
5/24/2013 561938 5622,19 5621.47 5619 82 562043 5618.02
612812013 5619 42 5622.20 5621 .46 5619.90 5620-44 5618,04
712912013 561 9.39 5622,20 5621.47 5619.82 5620.45 5618.03
8/30/2013 5619.40 5622,18 5621 .47 5619 88 5620 42 5618 ,02
912712013 5619 38 5622.18 5621 47 5619 84 5620 43 5618 ,00
10130/2013 5619.36 5622 18 5621 47 5619 83 5620.42 5618,00
1112712013 5619 38 5622.18 5621 .◄7 5619 82 5620.43 5617.99
1212712013 5619,36 5622,18 5621 46 5619 82 5620 43 5617,98
111012014 5619,36 5622.18 5621.46 5619.83 5620 42 5617.97
212712014 5619.37 5622.17 5621 47 5619 83 5620.43 5617.97
312812014 5619,33 5622 17 5621 46 5619 82 5620,40 5617,97
413012014 5619.39 5622.16 5621 ,46 5619 83 5620,43 5617.99
5/2712014 5619.37 5622.16 5621 ,46 5619 83 5620.42 5617.98
6125/2014 5619.41 5622.15 5621 .45 5619 81 5620 41 5617,97
7122/2014 5619 38 5622,15 5621 .46 5619 84 5620.44 5617.98
8/2912014 5619 41 5622.16 5621 46 5619 82 5620.41 5617.97
912512014 5619.41 5622.16 5621.47 5619 85 5620.43 5617.99
10/3012014 5619 43 5625 13 5624 37 5619 88 5620 43 5618 00
1112512014 5619 35 5625.09 5625 36 5619 82 562040 5617 96
12/1612014 5619 38 562511 5624 37 5619 63 5620 43 5617.95
112712015 5619.39 5625.09 5624.35 5619 84 5620.40 5617 95
212512015 5619 44 5625 08 5624.36 5619 86 5620.44 5617,96
3/1912015 5619 43 5625.06 5624 35 5619 85 5620.42 5617,96
412812015 5619 38 5625 14 5624 32 5619 84 5620.40 5617.95
5/1312015 5619 40 5625 05 5624.32 5619.86 5620.4 1 561797
6130/2015 5619.41 5625 07 5624 31 5619 88 5620.4 1 5618,01
7123/2015 5619 39 5625 04 5624 32 5619 83 5620.47 5616 00
812612015 5619 39 5625 .03 5624.34 5619 81 5620,40 5617.98
9/2412015 5619.39 5625.04 5624 33 5619.85 5620,43 561798
1011512015 5619.37 5625 07 5624.31 5619 85 5620.42 5618 03
1111912015 56 19 38 5625 05 5624 31 5619 88 5620.44 5618 01
1211012015 5619 40 5625.04 5624.33 561983 5620,43 5617 93
112812016 5619 39 5625 02 5624,33 5619 81 5620,41 5617 95
212512016 5619,37 5625 01 5624 32 5619 81 5620.41 5617,97
313012016 5619.35 5625.01 5624.32 5619 81 5620.39 5617.91
412612016 5619.36 5624.98 5624.31 5619 80 5620,37 5617 90
5131/2016 5619,37 5625 01 5624.32 5619 81 5620.40 561794
6/29/2016 5619 38 5624.99 5624.32 561981 5620,39 5617.91
712612016 5619.38 5625.02 5624 32 5619 84 5624.16 5624, 15
812912016 5619,39 5625.01 5624 .31 5619 83 5624 13 562411
913012016 5619 36 5624.99 5624.32 5619 82 5626.66 5626.10
1012812016 5621 98 5625,00 5624,32 5622.38 5626,69 5626 10
11/30/2016 562 1.89 5625 00 5624.32 5622.32 5626,68 5626,08
12/2112016 5624 22 5625,04 5624 32 5622 35 5626.71 5626.12
111912017 5625,06 5625,00 5624 31 5622 28 5626.63 5626 03
212412017 5624,98 5624,98 5624 .29 5622 26 5626 .58 5625.96
3/30/2017 5624.97 5624,99 5624 32 5622 .27 5626 ,65 5625 98
412712017 5624,95 5624,99 5624.32 5622.25 5626,61 5625 99
511612017 5624.90 5624 92 5627 20 5623 36 5626,56 5625.92
6130/2017 5624 88 5624 95 5627.23 5623.37 5626.59 5625.97
711412017 5624 86 5624 96 5627 25 5623 36 5626,58 5625,95
813012017 5624.88 5624 94 5627 23 5623 34 5626.60 5625,96
9/28/2017 5624 ,85 5624.93 5627.24 5623.34 5626,57 5625.94
10/1912017 5624 .85 5624 94 5627 24 5623.31 5626.58 5625 92
111912017 5624 83 5624 95 5627 26 5623.31 5626 55 5625 91
12/112017 5624 83 5624 96 5627.24 5623,33 5626.60 5625 96
1/3012018 5624 81 5624.95 5627.26 5623.31 5626 58 5625.96
2/22/2018 5625 04 5625,28 5627 50 5623,54 5626.78 5626 16
319/2018 5624 79 5624 96 5627 25 5623,38 5626 54 5625,90
41612018 5624.78 5624,94 5627.24 5623.29 5626.54 5625.90
5130/2018 5624.76 5624.94 5627 24 5623.27 5626 54 5625 90
612912018 5624 76 5624 93 5627.26 5623,27 5626,53 5625 90
7112/2018 5624 74 5624 94 5627 24 5623,28 5626.56 562592
Settlement Monitors
Surveyed Elevations
2W6-S
5618,78
5618 80
5618 84
5618.76
5618 77
5618 77
5618.75
5618.74
5618 77
5618 76
5618.79
5618.76
5618 78
5618.74
5618 72
5618.73
5618 72
5618.72
5618 70
5618 .68
5618,72
5618.73
56 18 69
5618 74
5618.72
5618.70
5618.73
5618.68
5616.71
5618 69
5618.71
5618.68
5618 68
5618.72
5618 81
5618.79
5618.75
5618 74
5618 79
5618 82
5618 73
5618 68
5618.73
5618.65
5618 ,64
5618,58
5618,56
5623 74
5624,71
5623 74
5623.65
5623,63
5623,67
5623.59
5623 54
5623 .55
5623.55
5623.48
5623,56
5623,49
5623,54
5623.4 9
5623,50
5623.50
5623,53
5623,52
5623 ,70
5623 .44
5623 ,46
5623.47
5623,46
562348
3-1N
5616 63
5616,62
5616.60
561661
5616,58
5616 60
5616.62
5616 62
5616 59
5616.61
5616.59
5616 60
5616 62
5616 59
5616.58
5616.51
5616,62
5616.61
5616.60
5616,60
5616.62
5616,61
5616,60
5616,58
5616,59
5616,60
5616.60
5616,59
5616,58
5616,60
5616 64
5616 61
5616.63
5616 62
561661
5616 .59
5618 ,63
5616 ,58
5616 ,61
5616 ,59
5616,57
5616 62
5616.58
5616.57
5616,58
5616.58
5616.57
5616.58
5616.59
5616 59
5616.57
5616 52
5616 56
5616.57
5616 58
5616.55
5616 57
5616.57
561660
5616 60
5616.59
5616 56
5616 62
5616 56
5616.56
5616 56
5616 54
5616.58
5616 64
5616 68
5616 68
5616.69
3-1C
5612 82
5612 76
5612.76
561 2.76
5612.74
5612 76
5612 74
5612 78
5612.75
5612.75
5612,76
5612 76
5612,76
5612.76
5612.74
561 2.68
561 2.74
5612.75
5612 76
5612 76
5612.75
5612 76
5612.74
5612 76
5612.74
5612 76
5615 70
5615 69
5615.66
5615 70
5615 71
5615.70
5615.72
5615 70
5615 71
5615 69
5615.63
5615,69
5615.62
5615,70
5615.68
5615.69
5615.68
5615.68
5615 68
5615-68
5615.67
5615 68
5615 68
5615.68
5615 67
5615 67
5615 66
5615,67
5615 68
5615 66
5615 .67
5615.65
5615,68
5615 70
5615 68
5615 66
5615,69
5615.66
5615,66
5615,65
5615 64
5615 68
5615.74
5615,78
5615.78
5615.77
3-1S 3-2N 3-2C 3-2S
561516 5613 ,07 5613 60 561217
5615.12 5613 ,03 5613.54 5612.11
561510 5613.00 5613.52 561210
5615.12 5613.02 5613 54 561211
5615 10 5613 .00 5613 52 561210
5615.10 5613,04 5613,54 5612.12
5615.14 5613.02 5613.54 5612.12
561512 5613,02 5613 54 5612.11
561511 5613.01 5613 52 5612.10
5615.12 5613.01 5613.54 561211
5615.12 5613.00 5613 53 5612 .00
561510 5613.01 5613,54 5612.11
561512 5613,02 5613 54 5612,12
5615.12 5613.02 5613 54 5612.12
5615,10 5613 01 5613 53 561210
5615.02 5612 94 561 3.46 561203
561511 5613.04 5613.52 5612 09
5615.12 5613,01 5613 54 561211
5615,11 5613.00 5613,54 5612 10
5615,11 5613 02 5613 54 5612.12
5615.12 5613.02 56 13.54 5612,12
561512 5613 02 5613 ,54 5612.11
5615,10 56 13 02 5613,55 561 2.12
5615,08 5613,01 5613.53 561210
5615.10 5613,01 5613.53 5612 11
5615 11 5613,02 5613.53 5612 11
5615 .14 5613,03 5613.54 561214
5615.12 5613.02 5613.55 5612.12
5615.08 5613.02 5613,53 5612.10
5615.12 5613.03 5613.55 561212
5615,14 5613.04 5613,54 5612.12
5615.13 5613.02 5613,54 5612.11
5615,14 5613 04 5613,55 5612.13
5615.12 5613 02 5613,54 5612.12
5615,11 5613.03 5613,55 5612.11
5615.10 5613.01 5613.53 561210
5615,13 5613 03 5613 56 5612 13
5615,10 5613,03 5613 55 5612.11
5615.12 5613.02 5613.54 5612.03
5615,13 5613 03 5613 52 5612.12
5615.10 561301 5613.54 5612 09
5615 10 5613.02 5613 ,54 5612.12
5615.10 5613.02 5613 ,54 561212
5615 09 5613 ,01 5613 ,53 5612,10
5615 08 5613.00 5613 ,53 5612.10
5615,10 5613,01 5613 ,53 5612.10
5615.10 5613.01 5613.54 561211
5615,11 5613.01 5613.54 561211
5615 ,11 5613.01 5613,53 5612.10
5615 ,10 5613 01 5613.54 5612.10
5615 .07 5613.01 5613.53 5612.10
5615 ,09 5613,00 5613,54 5612.10
5615,12 5613,02 5613.54 5612,12
5615.10 56 13.01 5613 54 5612 ,10
5615.10 5613 02 5613 54 5612.10
5615.10 5613 01 5613 53 5612,10
5615.10 5613.02 5613 54 5612.10
5615,09 5613.00 5613 52 5612,09
5615.12 5613.02 5613,54 5612,11
5615.14 56 13.04 5613.55 5612, 12
5615.11 5613.02 5613 55 5612,12
5615.10 5613 03 5613.55 561211
561514 5613 03 5613 54 5612,14
5615.10 5613,02 5613.54 5612.10
561512 5613 02 5613 54 561212
5615.10 561301 5613 53 561210
5615 08 5613 ,00 5613.53 5612 08
5615.11 5613 .02 5613 54 5612 11
5615,17 5613 ,08 5613 61 561218
5615 20 561313 5613 66 5612,22
5615.21 5613 11 5613.64 5612,20
561522 561312 5613 64 5612,22
2E1-2S 2W7-C 2W7-N 2W7-S 2W6-N
DATE
8/1712018 5624.74 5624.92 5627,23 5623.25 5626 .53
9114/2018 5624.74 5624,93 5627 ,23 5623.26 5626 54
10/26/2018 5624 74 5624.92 5627,22 5623.26 5626 54
11/15/2018 5624,74 5624.94 5627 ,25 5623.26 5626.54
12/24/2018 5624 70 5624.92 5627,25 5623.22 5626 .52
1114/2019 5624,70 5624.91 5627 ,25 5623.21 5626.52
2/8/2019 5624 69 5624.92 5627,24 5623.22 5626.52
3/2912019 5624.67 5624.91 5627.23 5623.21 5626.51
4112/2019 5624 67 5624.89 5627 23 5623.21 5626 50
5/912019 5624 66 5624.89 5627 21 5623.19 5626 49
6/612019 5624.66 5624,89 5627.21 5623.19 5626,49
7119/2019 5624 66 5624,88 5627 21 5623.18 5626.50
8/812019 5624,66 5624.89 5627 20 5623 19 5626.49
9/612019 5624 65 5624.88 5627 2 1 5623.18 5626.50
10/4/2019 5624.66 5624.89 5627 21 5623.20 5626.50
11/15/2019 5624 69 5624.91 5627 21 5623.19 5626.49
12/6/2019 5624.64 5624.90 5627 22 5623.18 5626,49
1/8/2020 5624 64 5624,88 5627 21 5623 18 5626,4 9
217/2020 5624.63 5624 89 5627.22 5623.19 5626.49
3/612020 5624 63 5624 88 5627 21 5623 17 5626 49
413/2020 5624 65 5624.91 5627 23 5623 20 5626,48
5/13/2020 5624 62 5624 88 5627 .21 5623.17 5626.49
6/512020 5624.64 5624.88 5627.22 5623.17 5626.51
7117/2020 5624 .60 5624 86 5627 20 5623 16 5626 50
8114/2020 5624 58 5624 85 5627 ,19 5623 15 5626 47
9124/2020 5624,60 5624 84 5627 .20 5623.16 5626 50
10/8/2020 5624 61 5624 87 5627 .21 5623 17 5626.48
11/20/2020 5624,59 5624 87 5627,20 5623.17 5626,48
12/9/2020 5624,62 5624,89 5627 ,23 5623,17 5626,51
1/28/2021 5624,60 5624.87 5627 ,21 5623. 16 5626.47
2126/2021 5624 58 5624 86 5627 ,21 5823.16 5626.46
3/2512021 5624 57 5624 84 5627 ,20 5823 15 5826.50
4130/2021 5624 .58 5624 83 5627 ,20 5623.13 5626 49
5/2612021 5624 58 5624 83 5627,18 562314 5626 52
6/2512021 5624 58 5624 84 5627,20 5623,14 5626 52
7/15/2021 5624,55 5624 83 5627.17 5623.13 5626.50
8126/2021 5624.57 5624 83 5627 .19 5623.14 5626.51
9/30/2021 5624 57 5624 83 5627 .20 5623 ,13 5626 48
10/27/2021 5624 55 5624 84 5627,18 5623,09 5626 47
11/30/2021 5624.54 5624 83 5627.20 5623.11 5626.49
12/28/2021 5624,54 5624 83 5627.20 5623.12 5626.51
1/28/2022 5624 54 5624 84 5627.22 5623, 12 5626 48
2/25/2022 5624 54 5624 ,83 5627.22 562312 5626 51
3/18/2022 5624.55 5624 ,84 5627,21 5623.11 5626.47
4/8/2022 5624.53 5624 ,84 5627.21 5623,11 5626 49
5/19/2022 5624 53 5624 ,83 5627.20 5623,09 5626 50
6/30/2022 5624 54 5624.83 5627.20 5623 12 5626.50
7/27/2022 5624 52 5624 .82 5627.21 5623.10 5626.50
8/25/2022 5624 52 5624,81 5627.18 5623 09 5626 48
918/2022 5624 52 5624,79 5627, 18 5623 OB 5626 48
10121/2022 5624.52 5624 82 5627.21 5623.10 5626.50
11128/2022 5624 51 5624 80 5627,20 5623 OB 5626.47
12/27/2022 5624 SO 5624 82 5627,19 5623,08 5626 48
1/12/2023 5624 51 5624 82 5627.21 5623 09 5626.49
2/23/2023 5624 50 5624 82 5627.20 5623.09 5626.50
3/30/2023 5624 51 5624.79 5627,22 5623 08 5626 46
4/27/2023 5624 46 5624 80 5627.19 5623 05 5626 46
5/19/2023 5624.48 5624.79 5627.17 5623.06 5626.49
6/29/2023 5624.49 5624.79 5627.19 5623.06 5626.47
7/28/2023 5624 47 5624.77 5627,18 5623 04 5626 51
8/2512023 5624 50 5624.81 5627.18 5623 08 5626 49
9/15/2023 5624.50 5624 .80 5627.18 5623 07 5626.48
10131/2023 5624.49 5624 81 5627 18 5623 07 5626,45
11/30/2023 5624 .49 5624.80 5627.17 5623 06 5626 ,45
12/2012023 5624.48 5624.78 5627 15 5623.07 5626,47
2W6-C
5625.88
5625,90
5625,90
5625.88
5625.83
5625,86
5625,84
5625.84
5625,84
5625,84
5625.85
5625.86
5625.85
5625.86
5625,84
5625.86
5625,83
5625,84
5625.84
5625 84
5625 ,84
5625 ,83
5625 ,84
5625 ,84
5625.82
5625 ,87
5625.86
5625 83
5625,84
5625,84
5625,82
5625,85
5625.85
5625 85
5825 84
5625,84
5625.85
5625 85
5625 83
5625,82
5625,83
5625 82
5625 83
5625 ,79
5625,81
5625 83
5625 83
5625 84
5625 ,84
5625 ,84
5625 ,82
5625.79
5625 ,82
5625,82
5625,81
5625,81
5625.81
5625 ,80
5625 ,80
5625.81
5625.83
5625,81
5625,81
5625.80
5625,77
Settlement Monitors
Surveyed Elevations
2W6--S
5623A5
5623 48
5623 46
5623.45
5623 43
5623 .43
5623 43
5623.41
5623 41
5623 39
5623.42
5623 41
5623.42
5623 41
5623.41
5623 41
5623,40
5623,39
5623.39
5623 39
5623,4 0
5623.37
5623.40
5623,40
5623 40
5623.42
5623,40
5623,38
5623,38
5623,39
5623.36
5623 39
5823.41
5623 42
562342
5623.40
5623.41
5623 38
5623 38
5623.37
5623 ,40
5623 39
5623 40
5623,37
5623 38
5623 40
5623 41
5623.39
5623 38
5623 40
5623 37
5623 36
5623 39
5623.36
5623.35
5623 35
5623 36
5623.37
5623 35
5623 36
5623 40
5623.39
5623.36
5623 35
5623.37
3-1N 3-1C
5616.67 5615,77
5616 68 5615.77
5616 68 5615 ,76
5616.67 5615 .77
5616 66 5615 ,76
5616 70 5615 ,77
5616 66 5615 ,76
5616.68 5615 ,78
5616 67 5615 ,75
5616 65 5615 ,75
5616.69 5615 .76
5616 67 5615 .77
5616 66 5615 .78
5616 67 5615,77
5616.66 5615.76
5616 67 5615.76
5616 68 5615.78
5616 68 5615.77
56 16.66 5615.76
5616 68 5615.76
5616 67 5615.76
5616.66 5615.76
5616 ,66 5615,77
5616 68 5615.77
5616 68 5615.76
5616 .69 5615.77
5616 69 5615.77
5616 68 5615.76
5616,66 5615.76
5616 68 5615.78
5616.68 5615.78
5616 70 5615.77
5616.73 5615.80
5616 72 5615,80
5616 71 5615.78
5616.71 5815.80
58 16.71 5815 79
5616 71 5615.78
5616 69 5615.77
5616,70 5615.78
5616 71 5615 79
5616,72 5615.78
5616 72 5615 79
5616,71 5615 77
5616 71 5615 78
5616,73 5615,78
5616 72 5615,78
5616.70 5615,78
5616 73 5615,78
5616 73 5615 78
5616.70 5615.77
5616.71 5615 77
5616 69 5615,76
5616.70 5615.75
5616.69 5615 74
5616,70 5615,73
5616.70 5615 76
5616.70 5615 76
5616.70 5615 75
5616.71 5615.78
5616.61 5615 66
5616.60 5615.68
5616,60 5615 67
5616 60 5615,66
5616.59 5615,66
3-1S 3-2N 3-2C 3-2S
5615.21 5613,12 5613,62 5612.20
5615 21 561312 5613 63 561 2,20
561519 561311 5613.63 561219
5615.19 5613 12 5613 61 5612 20
5615.20 5613,12 5613 63 5612 20
5615.21 5613 11 5613 62 561 2,19
5615 20 5613,12 5613,62 5612.20
5615.20 5613,13 5613.64 5612.22
5615,19 561312 5613 61 5612 21
5615 20 561312 5613.63 5612 21
5615.20 561312 5613 63 5612 20
5615.22 561312 5613.63 5612 22
5615.20 561312 5613 62 5612 22
5615.20 561312 5613-62 5612.21
5615.18 5613.12 5613.63 5612.20
561518 561311 561361 5612 23
5615 20 56131 3 561364 561221
5615.20 5613,12 5613.63 5612.21
5615.20 5613.12 5613 64 5612 22
5615 20 561312 5613 64 5612 21
5615 21 5613,13 5613.66 5612 23
5615.20 5613,12 5613.64 5612 22
5615,20 5613,12 5613 64 5612 22
5615.21 5613 .12 5613 63 5612 21
5615.21 5613 ,12 5613 64 5612.22
5615.21 5613 .12 5613.64 5612.21
5615 20 5613 ,13 5613 62 5612 21
5615 20 5613 ,13 5613 65 5612 22
5615.20 5613 ,12 5613.64 5612 21
5615 20 5613 .11 5613 62 5612 22
5615.19 5613 ,13 5613 64 5612 22
5615 20 5613 ,11 5613,62 5612,20
5615.23 5613 .11 5613.60 5612.21
5615.23 5613 ,12 5613 62 5612 20
581521 5613,11 561360 5612.19
5615.22 5613,11 5613.62 5612.20
5615 21 5613,11 5613 60 5612.21
5615 22 5613 ,10 5613 60 561 2.20
5615 21 5613,11 5613 61 561 2.19
5615.21 5613,10 5613 60 561218
5615 22 5613.12 5613 .60 5612.20
5615 22 5613,11 5613 .59 5612.19
5615 22 5613,12 5613 62 5612 20
5615.21 5613.10 5613 60 561218
5615 23 5613.11 5613 60 561219
5615 23 5613.11 5613,61 5612 19
5615,22 5613,11 5613,59 5612,20
5615.21 5613,10 5613 60 5612.17
5615 22 5613.11 5613.62 5612.19
5615.23 5613.11 5613 60 5612 18
5615.21 5613.11 5613.59 5612.18
561522 5613,12 5613 62 5612,19
561521 5613, 10 5613 61 5612.18
5615.21 5613.10 5613.60 5612,17
5615 21 5613 09 5613 61 5612.18
5615 22 561310 561 3,62 5612,18
5615 21 5613,10 5613 61 5612.19
5615 21 5613.11 5613.61 5612.18
5615 21 5613,10 5613 60 561218
5615 21 5613.10 5613,60 5612,17
561511 5613 00 5613 50 5612,08
5615.11 5613.01 5613.51 5612.10
561510 5613 00 5613 51 5612,10
5615,10 5613 00 5613 49 5612,10
5615,10 5613.00 5613 50 5612 09
DATE
8/18119111
8/25/19111
918/1919
9/29/1989
10/20/1911
11/21/1919
11/30/1919
1/11/1990
1/2511990
2/22/1910
3/16/1990
4/5/1990
513/1990
&n/1990
712811990
8110/1990
9/14/1990
10/12/1910
11/1511990
12/14/1990
1124/1991
2/22/1991
3/2111991
4/2511991
5/23/1991
612111991
7/26/1991
8122/1991
6/16/1919
6/22/1919
6127/1919
6/3011919
7n/1918
7114/1918
7/21/1919
813/1918
811511919
812511919
9/811919
9/29/1919
10/20/1919
11/21/1919
11/30/1911
1/11/1990
1/2511990
2/22/1990
3/16/1990
4/5/1990
51311990
6/7/1990
7126/1990
8110/1990
9/14/1990
10/12/1910
11115119110
12/14/1990
1/24/1991
2/22/1991
3/21/1991
4/25/1991
5/2311991
612111991
7/26/1991
8/22/1991
9127/1991
10/31/1991
11/21/1991
1/2/1992
1131/1992
2/2811992
3/2511992
4/24/1912
C3-3S CJ.JC C3-3N C3-<4N C3-4C
Settlement Monitors
Surveyed Elevations
C3~S CUC C~N C3-7S C3-7C C3-7N
DATE
5/29/1992
6/19/1992
7/23/1992
8/27/1992
9/24/1992
10/28/1992
11/25/1992
12/16/1992
1/16/1993
2/16/1993
3/3/1993
3125/1993
4/29/1993
5/24/1993
6130/1993
7129/1993
8/2611993
9/30/1993
10/27/1993
11/22/1993
12/28/1993
1/27/1994
2/24/1994
3131/1994
514/1994
61611994
7129/1994
9/29/1994
10/28/1994
12/22/1994
1/27/1995
2/2311995
3/31/1995
4/28/1995
6/2/1995
7/31/1995
9/1/1995
9/29/1995
10/1911195
11/30/1996
12/21/1995
1/26/1996
311/1996
4/25/1996
5/30/1996
6/27/1996
7/26/1996
8/30/1996
9127/1996
10/25/1996
11/27/1196
12/20/1996
1131/1197
2/27/1997
3/27/1997
4/2611997
5/3011997
6126/1997
7/31/1997
8128/1997
9/2511997
10/26/1997
11118/1997
12/18/1997
1/1611991
2/6/19118
3/6/1918
4/3/11198
5/6/11198
6/1/1991
7/1111198
8/3111198
C3-3S C3-3C C3-3N C3-4N C3-4C
Settlement Monitors
Surveyed Elevations
C3-6S C3-6C CUN C3 -7S C3--7C C3-7N
DATE
913/1-
10/1/1998
111511998
121211998
11611999
21311999
418/1999
51411999
6/211999
6/30/19119
8/311999
91811999
10/711999
111411999
1211111199
115/2000
21212000
31312000
415/2000
51312000
6/21/2000
7/16/2000
8/30/2000
9118/2000
10/17/2000
1111412000
12120/2000
11212001
2117/2001
3/812001
4129/2001
5/1212001
6/612001
7/9/2001
8/24/2001
9/1212001
1018/2001
11127/2001
12126/2001
1/16/2002
212312002
3/30/2002
4111/2002
5123/2002
6125/2002
7118/2002
812212002
9/25/2002
10/28/2002
1112012002
1212412002
1130/2003
2121120D3
3125/2003
4111/20D3
5/29/2003
6/2612003
7/24120D3
8120/2003
9/3D/20D3
10/812003
1111212003
1212212003
1129/2004
2117/2004
3/2412004
4128/2004
5/20/2004
6/30/2004
7130/2004
8/19/2004
9/30/2004
C3-3S C3-3C C3-3N CMN C3-4C
Settlement Monitors
Surveyed Elevations
cus C34C C34N C3-7S C3-7C C3-7N
DATE
10/29/2004
11/30/2004
12/15/2004
1/19/2005
2/17/2005
3/31/2005
4/29/2005
5/27/2005
6/30/2005
7/22/2005
8/2612005
9/30/2005
10/28/2005
11130/2005
12/2912005
112712006
2/14/2006
3/17/2001
4/21/2001
5125/2001
6/29/2006
7112/2006
8124/2006
9122/2006
10/31/2006
11129/2006
12/21/2006
1/10/2007
2/24/2007
3nl2007
4/2012007
513/2007
61812007
7112/2007
8/1/2007
9/13/2007
10/16/2007
11/21/2007
12/21/2007
1/2812008
2/28/2008
3/28/2008
4/2512008
5/30/2008
6/27/2008
7/31/2008
8/28/2009
9/24/2008
10/31/2008
11/26/2008
12/3112008
1/30/2009
2/27/2009
3/31/2009
4/30/2009
5/29/2009
6/30/2009
7/31/2009
8/28/2009
9/30/2009
10/30/2009
11/30/2009
12/31/2009
1/29/2010
2/2612010
3/30/2010
4/30/2010
5/28/2010
6/30/2010
7/29/2010
B/19/2010
9/17/2010
Cl-3S C3-3C CJ-3N C3-4N C3-4C
Settlement Monitors
Surveyed Elevations
C3~S C3~ C~N C3-7S C3-7C C3-7N
C3-3S C3-3C C3-3N C3-4N
DATE
10/29/2010
11/30/2010
12/17/2010
1/13/2011
2/18/2011
3/17/2011
4/18/2011
5/27/2011
6/14/2011
7/29/2011
8/31/2011
9/27/2011
10/21/2011
11/28/2011
12/21/2011
1/31/2012 5511.92 5611 .17 5611.11 5510.71
2/29/2012 5611-90 5611 .11 5611.06 5610.66
3/28/2012 5611.88 5611.09 5611 .03 5610.64
4/25/2012 5611 .87 5611.07 5611 ,03 56 10.66
5/29/2012 5611 .88 5611 .08 5611 .04 5610.86
6/29/2012 561187 5611 .06 5611 .02 5610.64
7/31/2012 561186 5611 .03 5611 .00 5610 62
C3-4C
Settlement Monitors
Surveyed Elevations
C3-IIS C3-IIC C3-IIN
5610.29
5610.23
5610 21
5610.21
5610.23
5610.22
5610.25
C3-7S C3-7C C3-7N
5610.72 5610.04 5610.15
5610 65 5609.97 5610.57
5610.60 5609.94 5610.57
5610.60 5609.92 5610.57
561063 5609 97 5610.60
5610.62 5609.97 5610.62
5610.63 5610.97 5610,63
C3-3S C3-3C C3-3N C3-4N C3-4C
DATE
8/30/2012 5611 .87 5611 .03 5611 .01 5610.63
9/21/2012 5611 ,86 5611 03 5610,99 5610.62
10/30/2012 5611 .85 5610 99 5610,97 5610,59
11/30/2012 5611 .85 5610 98 5610 ,96 5610.58
12/24/2012 5611 .82 5610.97 5610 ,93 5610.58
1/31/2013 5611 85 5610 99 5610 ,97 5610.60
2/25/2013 5611 ,84 5610 94 5610 ,94 5610.59
3/27/2013 5611 .84 5610.95 5610 .93 5610.59
4/26/2013 561 1.81 5610 95 5610 ,93 5610.59
5/24/2013 5611 .83 5610.95 5610,93 5610.57
6/28/2013 5611 .82 5610 94 5610,94 5610.58
7/29/2013 5611 84 5610.94 5610.93 5610.57
8/30/2013 5611.82 5610 94 5610.92 5610,60
9/27/2013 5611 .83 5610.95 5610,94 5610 ,57
10/30/2013 5611 80 5610 90 5610,90 5610 ,53
11/27/2013 5611.72 5610.82 5610.82 5610 ,47
12/27/2013 5611 79 5610 89 5610,89 5610,54
1/10/2014 5611 80 5610,90 5610,91 5610 54
2/27/2014 5611 .80 5610,90 5610.90 5610.60
3/28/2014 5611 .80 5610.90 5610 90 5610 54
4/30/2014 5611 .82 561091 5610.92 5610 57
5/27/2014 5611 81 5610 89 5610.90 5610 55
6/25/2014 5611 .80 5610.88 5610 91 5610 55
7/22/2014 5611 78 5610 86 5610 88 5610 54
8/29/2014 5611 79 5610 85 5610,89 5610.54
9/25/2014 561177 5610 86 5610.89 5610,55
10/30/2014 5611 .80 5610.90 5610.90 5610,58
11/25/2014 5611 77 5610 85 5610 90 5610 ,53
12/16/2014 5611 76 5610 82 5610 86 5610,52
1/27/2015 5611 .77 5610.84 5610 90 5610.55
2/25/2015 5611 75 5610.84 561085 5610 ,5◄
3/19/2015 5611 .76 5610.84 5610,88 5610 ,53
4/28/2015 561176 5610 84 5610,88 5610 ,54
5/13/2015 5611 .74 5610.84 5610.88 5610 ,55
6/30/2015 5611 .73 5610 81 5610,90 5610,53
7/23/2015 5611 .73 5610 81 5610,88 5610,52
8/26/2015 5611 75 5610.83 5610.89 5610,53
9/24/2015 5611.74 5610.83 5610,88 5610,52
10/15/2015 5611 72 5610 82 5610 86 5610,52
11/19/2015 561171 5610 80 5610 85 5610.51
12/10/2015 5611 .72 5610.78 5610.84 5610.50
1/28/2016 5611 .72 5610,80 5610,86 5610,54
2/2512016 5611 70 5610,78 5610 84 5610,50
3/30/2016 5611 ,70 5610.78 5610 78 5610 50
4/26/2016 5611 .69 5610 78 5610.85 5610.48
5/31/2016 5611 .71 5610.78 5610 86 5610 50 5611 ,12
6/29/2016 5611 .71 5610,76 5610 84 5610 50 5611 .11
7/25/2015 5611 ,71 5610.77 5610.85 5610 52 5611 .15
8/29/2016 5611.69 5610.79 5610 85 561049 5611 .13
9/30/2016 5611 ,7 0 5610.78 5610 84 5610.49 5611 .12
10/28/2016 5611 .67 5610.77 5610.84 5610.47 5611 .09
11/30/2016 5611 .70 5610.75 5610.83 5610.47 5611 .06
12/21/2016 5611.72 5610 76 5610 84 5610.52 5611 .12
1/19/2017 5611 ,68 5610 74 5610.83 5610 48 5611 .08
2/24/2017 5611 .70 5610.76 5610 84 5610 52 5611 .10
3/30/2017 5611 .68 5610,74 5610.82 5610 47 5611 ,09
4/27/2017 561 1.69 5610 75 5610.83 5610,49 5611 .09
5/16/2017 5611 ,65 5610.73 5610 83 561047 5611 .05
6/30/2017 56 11.69 5610 75 5610.83 5610.50 5611 ,11
7114/2017 5611 .70 5610 75 5610,84 5610 51 5611 ,12
8/30/2017 5611 .70 5610 76 5610 84 5610 50 5611 .10
9/28/2017 5611 ,67 5610,75 5610.84 5610.48 5611 ,07
10119/2017 5611 70 5610.75 5610.84 5610,50 561112
11/9/2017 5611 68 5610 74 5610 82 5610 47 5611 08
12/1/2017 5611 67 5610 74 5610 84 5610 48 5611 06
1/30/2018 5611 ,65 5610.73 5610 82 5610 46 5611.04
2/22/2018 5611 .61 5610,72 5610,81 5610 44 5611 .04
3/9/2018 5611 .67 5610.73 5610 82 5610 48 5611 ,07
4/6/2018 5611 .75 5610 BO 5610.89 5610.55 5611 .14
5/30/2018 5611 .78 5610.86 5610,93 5610 58 5611 ,16
6/29/2018 5611 .76 5610,82 5610 92 5610 58 5611 ,16
7/12/2018 5611 ,76 5610 82 5610 92 5610 ,56 5611 .13
Settlement Monitors
Surveyed Elevations
C3-1;S
Installed on 9/13/13
lnilial Survey
5610 52
5610.56
5610.54
5610.43
5610.42
5610 40
5610.38
5610,36
5610,36
5610.34
5610 36
5610.34
5610.35
5610.33
5610,31
5610.31
5610.29
5610 30
5610.31
5610,31
5610.29
5610.29
5610.29
5610.29
5610 28
5610.26
5610.27
5610.27
5610 30
5610 28
5610.26
5610 27
5610 28
5610 26
5610.26
561025
5610 25
5610 27
5610 23
5610 25
5610,23
5610.23
5610 25
5613 23
5613.24
5615 93
5616.00
5615 91
5615 85
5615 82
5615,77
5615,73
5615,66
561 5,60
5615,58
5615.56
5615,54
5615,50
5615.51
C3-6C C3-1;N
5610 22
5610.23
5610.25
5610.24
5610,22
5610 22
5610.24
5610.24
5610 25
5610-23
5610.24
5610.22
5610.24
5612 08 5610.24
5612 06 5610.23
5612 06 5610,23
5612.07 5610.24
5612 06 5610,24
5612.07 5610,24
5612,07 5610,23
5612.06 5610,24
56 12.05 5610,22
5612 04 5610.21
5612 03 5610 22
5612 02 5610,21
5612.02 5610.22
5612 02 5610 23
5612 00 5610 20
5612.01 5610 22
561198 561019
5611 97 5610 22
5611 97 5610,19
5611 .97 5610.18
5611 97 5610 .19
5611 95 5610 ,16
5611 .97 5610 .19
561 1.97 5610,20
5611 96 5610, 17
561195 5610,17
5611 .94 5610.18
5611 .97 5610.18
5611 96 5610.19
5611 ,95 5610.17
5611 94 5610.17
5611 .94 5610.18
5611 ,94 5610.16
5611 .94 5610.15
5611 .93 561015
5611 ,95 561016
5611 .92 56 10 14
5611 .91 5610.13
5611 92 5610 13
5611.91 561013
5611 .92 5610.13
5611 ,96 5610 14
5611 .92 5610.14
5614.95 561310
5614 98 5613.11
5617.56 56 13 68
5617.62 5613,70
5617 55 5618 37
5617.57 5618.34
5617 56 5618 30
5617 52 5618 23
5617.51 5618 21
5617 46 561815
5617 40 5618 06
561737 5618.04
5617.37 5618.03
561736 5618 03
561732 5617,99
5617.31 5617.98
C3-7S C3-7C C3-7N
5610,63 5609 98 5610.64
5610.63 5609.97 5610.64
5610-62 5609,98 5610.65
5610.59 5609.97 5610,66
561061 5609 99 5610 67
5610 60 5609 97 5610 68
5610.60 5609 98 5610 69
5610.63 5609 99 5610 70
5610.63 5609.99 5610 71
5610.64 5609 99 5610.71
5610.62 5609 98 5610,72
561062 5609.98 5610.70
5610 62 5609 98 5610,72
5610.64 5610.00 5610 ,73
5610.63 5609.99 5610 ,74
5610 63 5610 00 5610 .73
5610 64 5610,00 5610.76
5610.63 5610.00 5610.74
5610 62 5610 01 5610,76
561064 5610 02 5610,75
561065 5610.01 5610,76
5610 65 5610.01 5610.76
5610 64 5610 01 5610,76
5610 66 5610 01 5610.78
5610.64 5610.01 5610.76
5610 .64 5610 01 5610.76
5610,64 5610.01 5610,77
5610 62 5610,00 5610,77
5610.63 5610.02 5610.79
561065 561001 5610.78
5610,66 561001 5610.79
5610.65 5610.01 5610.78
5610.65 5610,02 5610 79
5610 66 5610.02 5610.79
5610 66 5610.01 5610 78
5610.65 5610 02 5610.78
5610 64 5610.01 5610 69
5610.64 5610.01 5610,78
5610 62 5610,01 5610.78
5610 63 5610.01 5610.79
5610 66 5610 03 5610,82
5610 66 5610,01 5610 81
5610 63 5610.02 5610.80
5610.65 5610,01 5610 BO
5610.63 5610.02 5610.80
5610.64 5610.01 5610 80
5610.64 5610 01 5610.80
5610.64 5610 01 5610 79
5610,66 561001 5610 80
5610.62 5610.01 5610 79
5610.63 5610 02 5610 82
5610,63 5610.01 5610 81
5610.63 5610 01 5610.78
5610.63 5610.01 5610.81
5610,64 5610 02 5610 82
5610,64 5610 02 5610 82
5613,78 5613.04 5613.77
5613.77 5613.05 5613.79
5616 .49 5615 72 5616 46
5616,56 5615,75 5616.55
5616,51 5615.66 5620.41
5616,47 5615 .62 5620 42
5616 49 5615.60 5619 40
5616 43 5615 57 5619,38
5616.41 5615.56 5619,37
5616 36 5615 52 5619 35
5616,30 5615,45 5619.29
5616 ,28 5615,42 5619 26
5616 ,28 5615 41 5619 26
5616 .26 5615.42 5619 26
5616 ,23 5615.38 5619.23
5616 ,21 5615 35 5619.22
C3-3S C3-3C C3-3N C3-4N
DATE
8/17/2018 561177 5610 83 5610.92 56 10.57
9/14/2018 5611 77 5610,83 5610,92 5610.59
10/26/2018 561 1.76 5610.83 5610.90 5610,59
11/15/2018 561176 5610.82 5610.92 5610,57
12/24/2018 561175 5610 81 5610 91 5610 57
1/14/2019 561175 5610.81 5610,91 5610 58
2/8/2019 5611 .74 5610.82 5610.92 5610.55
3/29/2019 561177 5610,83 5610,93 5610,58
4/12/2019 5611 76 5610 81 5610,92 5610 58
5/9/2019 5611 74 5610 81 5610,92 5610 56
6/6/2019 561176 5610.81 5610.92 5610 59
7/19/2019 5611 .77 5610 82 5610 93 5610 59
8/8/2019 561176 5610 83 5610 94 5610 59
9/6/2019 5611 .75 5610.82 5610,92 5610,58
10/4/2019 5611 .76 5610.82 5610.92 5610.57
11/15/2019 561177 5610 83 5610 93 561058
12/6/2019 561175 561082 5610 93 5610.59
1/8/2020 5611 .75 5610.81 5610.92 5610.58
2/7/2020 5611 75 561081 5610 .92 5610,57
3/6/2020 5611 74 5610 80 5610 91 5610 ,58
4/3/2020 5611 .76 5610.83 5610.93 5610 ,59
5/13/2020 5611 .75 5610.81 5610.92 5610.57
6/5/2020 5611 ,75 5610 81 5610 92 5610 ,57
7/17/2020 5611 ,75 5610 81 5610.93 5610.58
8/1412020 5611 74 5610.81 5610.92 5610 ,59
9/2412020 5611 .74 5610 81 5610 91 5610,58
10/8/2020 5611 .75 5610 81 5610.92 5610 .58
11/20/2020 5611 .73 5610.81 5610 93 5610.57
12/9/2020 5611 74 5610.81 5610 91 5610 ,56
1128/2021 5611 .73 5610 79 5610 91 5610 ,58
2/2612021 5611 ,74 5610 78 5610,92 5610 .56
3/2512021 5611 .73 5610 79 5610 90 5610 ,60
4130/2021 5611 .76 5610.80 5610.92 5610 .63
5/26/2021 561175 5610 80 5610,92 5610,63
6/25/2021 5611 ,73 5610 79 561091 5610.61
7/15/2021 5611 .75 5610.80 5610.92 5610.62
8/26/2021 561174 5610.79 56 10 92 5610.62
9/30/2021 5611 ,75 5610.78 56 10,91 5610.63
10/27/2021 5611 ,73 5610.78 5610 92 5610,60
11/30/2021 5611 ,72 5610.78 5610 90 5610.59
12/28/2021 5611 .73 5610 78 5610,91 5610,60
1/28/2022 5611 .73 5610.78 5610,90 5610,60
2/25/2022 5611 74 5610.79 5610.92 5610,62
3/18/2022 5611 73 5610.78 5610.89 5610,59
418/2022 5611 ,74 5610.78 5610.89 5610,58
5/19/2022 5611 .73 5610 77 5610.89 5610.62
6/30/2022 5611 .73 5610.78 5610.90 5610.60
7/27/2022 5611 ,71 5610 77 5610,90 5610,59
8/25/2022 5611 ,73 5610 77 5610,90 5610,61
9/8/2022 5611 ,73 5610,78 5610,90 5610,60
10/21/2022 5611 .72 5610.77 5610.89 5610.56
11/2812022 5611 ,72 5610 78 5610 90 5610,58
12/27/2022 561170 5610.76 5610 89 5610,58
1/12/2023 5611 ,71 5610.75 5610.88 5610.57
2/23/2023 5611 ,71 5610.76 5610.88 5610,57
3/30/2023 561 1,72 5610.75 5610,88 5610.58
4127/2023 561172 5610.76 5610.90 5610.57
5/19/2023 5611 .71 5610.76 5610.BB 5610.58
6/29/2023 5611 ,72 5610 75 5610 BB 5610.56
7/28/2023 5611 71 5610 75 5610 90 5610,59
8/25/2023 5611 62 5610 67 5610 80 5610.50
9/15/2023 5611 63 5610,69 5610 81 5610,50
10/31/2023 5611 .62 5610,68 5610 80 5610,50
11/30/2023 5611 61 5610,67 5610.80 5610.50
12/20/2023 5611 .62 5610.66 5610.80 5610 47
C3-4C
561114
561119
5611 .15
5611 .13
561115
561115
5611 .12
5611 ,15
561114
5611 .14
5611 .15
5611 ,13
561115
5611 .15
5611 ,12
5611 ,15
561115
5611 .11
56 11,12
561113
5611 .15
5611 .11
5611 08
561112
5611 .12
561112
5611 .11
561113
5611 ,13
5611 ,10
5611 ,10
561110
5611 .14
561116
561112
5611 .17
56 1114
5611 ,16
5611 ,14
5611 .12
5611 ,14
561113
5611.13
5611 09
5611 .14
5611.14
5611 .13
5611 ,11
5611 ,13
5611 ,13
5611.10
5611 .09
5611 09
5611 .09
5611 08
56 11 08
561 1 08
5611 .0B
5611 06
5611 09
5611 00
5610.99
5611 00
5610.99
5610 96
Settlement Monitors
Surveyed Elevations
C3~S
5615.48
5615,46
5615.44
5615.46
5615,41
5615 42
5615.41
5615,38
5615 37
5615.40
5615.40
5615.38
5615,38
5615.40
5615,38
5615.40
5615.37
5615.33
5615 35
5615,34
5615.36
5615.35
5615 34
5615 31
5615.35
5615.35
5615.35
5615.35
5615 35
5615.31
5615,34
5615,30
5615.29
5615 29
5615 30
5615.28
5615.28
5615,30
5615-29
5615,27
5615 28
5615,34
5615 33
5615.34
5615 34
5615,31
5615.34
5615 33
5615 33
5615.30
5615.32
5615 33
5615 32
5615.33
5615 32
5615 31
5615 33
5615.28
5615.28
5615 29
5615 26
5615 25
5615 25
5615.24
5615 24
C3~C
5617 31
5617,29
5617.28
5617,28
5617,26
5617 26
5617.25
5617.25
5617,23
5617 25
5617.26
5617.23
5617 21
5617.24
5617.23
5617.23
5617.23
5617.21
561722
561721
5617.22
5617.24
5617 21
561719
5617.22
5617,23
561720
5617 20
5617.21
5617 20
5617 16
5617,16
5617.14
561714
561716
5617.13
56 17.14
561715
5617.15
5617.13
561715
5617 20
5617.21
5617 22
5617 21
5617.21
5617.20
5617 21
5617 22
5617.20
5617.19
5617 23
5617 22
5617.21
5617.21
56 17.24
56 17.2 1
5617.17
561716
5617.18
5617 .13
561711
561712
5617 .13
5617.11
C3~N C3-7S C3-7C C3-7N
5617,99 5616 23 5615 37 5619.23
5617 ,96 5616 20 5615 35 5619.20
5617,93 5616.19 5615.34 5619.19
5617,96 5616.18 5615.35 5619.21
5617,92 561616 5615 33 5619,19
5617,92 561619 5615 33 5619.20
5617,92 5616.15 5615.32 5619.20
5617,89 5616.,14 5615.30 5619,18
561789 561613 5615 29 5619,17
5617,90 5616.15 5615.33 5619.19
5617 91 561615 5615 32 5619.19
5617,BB 5616.15 5615.30 5619,17
5617 87 561614 5615 30 5619.17
5617,88 5616.13 5615.30 5619,18
5617 89 561614 5615 31 5619.18
5617 87 5616.16 5615.35 5619.17
5617.87 5616.12 5615.30 5619.17
5617.86 5616.10 5615.27 5619.17
5617 .86 5616,12 5615 28 5619.16
5617 84 561611 5615 27 5619.15
5617,86 5616.13 5615.29 5619.18
5617.86 5616,12 5615.30 5619,18
5617 84 5616.09 5615 28 5619.16
5617 81 5616,09 5615 25 5619.13
5617,84 5616.13 5615 29 5619.16
5617.86 561615 5615 .30 5619.19
561784 5616.10 5615.28 5619.15
5617.83 561610 5615.27 5619.1 7
5617-85 5616.11 5615.28 5619.17
5617 83 5616,10 5615 28 5619.1 6
5617 82 5616,08 5615 24 5619.15
5617,77 5616,07 5615.23 5619 10
5617.77 5616.09 5615.22 5619.09
5617,74 5616,08 5615 22 5619.06
5617.76 5616,08 5615.23 5619 10
5617 .75 5616,08 561522 5619 08
56 17 ,74 56 16 07 5615,22 5619 08
5617 ,76 5616,10 5615 22 5619 09
5617.76 5616.09 5615,22 5619.11
5617 ,74 5616 07 561521 5619 08
5617 .76 5616.07 5615.22 5619.11
5617 ,82 561614 5615,28 561916
5617 .82 5616.13 5615.27 5619.16
5617 ,83 561612 5615 29 561917
5617 ,82 5616,15 5615,29 561916
5617 ,81 5616.13 5615,26 5619.15
5617 .82 5616.14 5615,28 5619.16
5617 ,81 5616 ,14 5615 28 5619,16
5617,83 561613 5615 28 5619,17
5617 .81 5616.14 5615.28 5619.16
5617,81 5616,12 5615.27 561916
5617 ,83 5616,14 5615 29 5619,19
5617,82 561612 5615.27 561918
5617.81 5616.13 5615.28 5619.17
5617.80 5616 11 5615.28 561916
5617.83 5616.15 5615,30 5619.17
5617.81 5616.13 5615.28 5619.17
5617,77 5616.09 5615.25 5619,14
5617,76 5616 08 5615.24 5619.12
5617.78 561612 5615,25 561914
5617.73 5616.06 5615.22 5619.09
5617,72 5616 06 5615 20 5619,08
5617,72 5616.05 5615 22 5619,10
5617.70 5616.04 5615 21 561910
5617.71 5616.04 5615.20 5619,08
DATE
8/18/1919
8/25/1918
9/8/1919
9/29/1919
10/20/1989
11/21/1919
11/30/1918
1/11/1980
1/25/1990
2/22/1990
3/1611980
415/1980
5/3/1990
6/7/1990
7/25/1980
8/10/1990
9/1411990
10/12/1990
11/15/1990
12/1411990
1/2411911
2/22/1911
3/21/1991
4/25/1991
5/23/1991
6/21/1981
7/26/1991
8/22/1991
6/16/1919
6/22/1989
6/27/1989
6/30/1989
717/1989
7/1411919
7/21/1918
813/1919
8/15/1919
8/25/1919
9/8/1919
9/29/1!189
10/20/19119
11/21/19119
11/30/19119
1/11/1990
1/25/1990
2/22/1990
3/16/1910
4/5/1990
5/3/1990
617/1990
7/26/1990
8/10/1990
9/14/1990
10/12/1980
11/15/1990
12/14/1990
1/24/1991
2/22/1991
3/21/1991
4125/1991
5/23/1981
6/21/1991
7/26/1991
8/22/1991
9127/1991
10/31/1991
11/21/1991
1/2/1982
1/3111992
2/2B/1992
3/25/1982
4/2411982
C3-8S c~ C3-IN
Settlement Monitors
Surveyed Elevations
DATE
5/29/1992
6/1911992
7/23/1992
8127/1992
9124/1!192
10/28/1992
11/25/1!192
12/1611!192
1116/1993
2/1611!193
3/311!193
3/25/1993
4/2911!193
5124/11113
6/30/11193
712911993
8/2611993
9/30/1993
10/2711993
11/22/1tt3
12/28/1!193
112711!194
2/24/1994
3131/1994
514/1994
61611994
712911994
9/29/1994
10/28/1994
12/22/1994
1/27/19115
2/23/1!195
3/31/1995
4/28/1"6
6/2/1995
7131/1995
9/1/1995
9/29/1995
1011911"5
1113011995
12/2111995
1126119K
3111191N5
4/2511996
5/30/1996
6127/1996
7/26/191N5
6/30/199e
9/27/1tK
10/25/1tK
1112711996
12/2011"6
1/31/1tt7
2/27/1997
3/27/1997
4/26/1997
6/30/1997
6126/1!197
713111!1117
8128/1997
9/25/1997
10/26/1!197
11118/1997
12/18/1tt7
1116/1998
2/6/1998
3/6/1998
4/3/1998
5/6/1998
6/1/1998
7/1/1998
6/3/1ttl
C3-8S CUC CUN
Se1tlnmon1 Moni10 "'
Surveyed Elevations
DATE
9/311998
1011/1911
1115/1911
121211911
11611999
21311999
418/1999
51411999
61211999
613011999
81311999
91811999
101711999
111411999
121111919
11512000
21212000
31312000
415/2000
51312000
6/2112000
7116/2000
8/30/2000
9118/2000
1011712000
11114/2000
1212012000
11212001
211712001
31812001
412912001
511212001
6/612001
719/2001
8/2412001
9/1212001
10/8/2001
11127/2001
12126/2001
1116/2002
2123/2002
3/3012002
411112002
512312002
6125/2002
7118/2002
8/2212002
912512002
10/28/2002
11/20/2002
1212412002
1/30/2003
212112003
3125/2003
411112003
512912003
6/26/2003
712412003
8120/2003
9/30/2003
1018/2003
1111212003
1212212003
1/29/2004
211712004
312412004
412812004
5/20/2004
8/3012004
7/30/2004
8/1912004
9/30/2004
c~ C3~C C3~N
Settlement Monitors
Surveyed Elevations
DATE
10/29/2004
11130/2004
12/15/2004
1/19/2005
2/17/2005
3131/2005
4/2912005
5/2712005
6/30/2005
7122/2005
B/2612005
9/30/2005
10/2B/2005
11/30/2005
12/29/2005
1/27/2006
2/14/2006
3/17/2006
412612006
5125/2006
6/2912006
7112/2006
8/2412006
9/22/2006
10131/2006
11129/2006
12/21/2006
1/10/2007
2/2412007
3nt2007
4120/2007
5/3/2007
6/8/2007
7112/2007
811/2007
9/1312007
10/1612007
11/21/2007
12/2112007
1128/2008
2/2812008
3/2B/2008
4125/2008
5/30/2008
6/271200B
7/31/2008
8/2812009
9/24/2008
10/31/2008
11/26/2008
12/31/2008
1/30/2009
2/2712009
3/31/2009
413012009
5/29/2009
6130/2009
7131/2009
B/2B/2009
9130/2009
10/30/2009
11/30/2009
12/31/2009
1129/2010
2/26/2010
3/3012010
4/30/2010
5/28/2010
6/30/2010
7129/2010
8/19/2010
9/1712010
C3-l1S C3-l!C CUN
Settlement Monitors
Surveyed Elevations
C3-l1S
DATE
10/29/2010
11/30/2010
1211712010
1/1312011
2/18/2011
3/17/2011
4/18/2011
5/27/2011
6/14/2011
7/29/2011
8/31/2011
9/27/2011
10/2112011
11/28/2011
12/21/2011
1/31/2012 5611.33
2/29/2012 5611 25
3/2812012 5611 24
4125/2012 5611 .23
5/29/2012 5611 ,27
6129/2012 5611 29
7131/2012 5611 .32
C3-l!C
5611.05
5610 97
5610 97
5610.96
5611 01
5611 .01
5611 .02
C3-l!N
5611.30
5611 27
561126
5611 .27
5611 .31
5611 .32
5611 ,33
Settlement Monitors
Surveyed Elevations
C3-8S
DATE
8/30/2012 5611 30
9/21/2012 5611 .32
10/30/2012 5611 .32
11/30/2012 5611 29
12/2412012 5611 31
1/31/2013 5611 33
2/25/2013 5611 .39
3/27/2013 5611 37
4/26/2013 5611 35
5124/2013 5611 .38
6128/2013 5611 .39
7/29/2013 5611 38
8/30/2013 5611 40
9/2712013 5611 .40
10/30/2013 5611 37
11/27/2013 5611 .39
12/27/2013 5611 .40
1/10/2014 5611 39
2/27/2014 5611 42
3/28/2014 5611.43
4130/2014 5611.44
5/27/2014 5611 .44
6/25/2014 5611 .41
7122/2014 5611 .42
8/29/2014 561143
9/2512014 5611 .44
10/30/2014 5611.44
11/25/2014 561 1.42
12/16/2014 5611 .44
112712015 5611 43
2/25/2015 5611.46
3/19/2015 5611 .45
4128/2015 5611.45
5/13/2015 561148
6/30/2015 561146
7/23/2015 5611 .46
8/26/2015 5611 .45
9/24/2015 5611 .43
10/15/2015 5611 ,39
11/19/2015 5611 .43
12/10/2015 5611 .48
1/28/2016 5611 .47
2/25/2016 5611 .48
3130/2016 5611 .46
4/26/2016 5611.46
5/31/2016 5611.46
6/2912016 5611.46
7126/2016 5611 .46
8/29/2016 5611.46
9/30/2016 5611 .46
10/28/2016 561 1.47
11/30/2016 5611 .44
12/21/2016 5611 .47
1/19/2017 561145
2/2412017 5611 .44
3/30/2017 561146
4/27/2017 5614.64
5/16/2017 5614.67
6/30/2017 561740
7/14/2017 5617.46
8/30/2017 561746
9/28/2017 561745
10/19/2017 561748
11/9/2017 5617.42
12/1/2017 5617 41
1/30/2018 5617.39
2/22/2018 5617 34
3/9/2018 5617.31
4/6/2018 5617 33
5/30/2018 5617 34
6/29/2018 5617.31
7112/2018 5617,29
C3-8C C3-8N
5611 02 5611 ,34
5611 .03 5611 ,35
5611 04 5611 .37
5611.03 5611 .36
5611 .05 5611.39
5611 ,05 5611 .38
5611 06 5611.41
5611 ,08 5611.42
5611 .09 5611 .43
5611 ,09 5611 .42
5611 .07 5611 .43
5611 .08 5611 .42
5611 .08 5611 ,42
5611 .10 5611 .44
5611 ,09 5611 ,45
5611 .11 5611 .45
5611 .13 5611 ,46
5611 .11 5611.46
56 11,12 5611 ,48
5611 .12 5611 .47
5611 .12 5611 .48
5611 ,12 5611 ,48
5611 .12 5611.47
5611 .12 5611 .48
5611.12 5611 .47
5611 .13 5611 .48
5611 .13 5611 .49
5611 .12 5611 .48
5611 .14 5611 .52
5611 .13 5611 .49
5611 .14 5611.51
5611 ,13 5611 ,50
5611 .15 5611 .49
5611 .14 5611 51
5611 .15 5611 .50
5611-14 5611 .51
5611 .14 561 1 50
5611 .14 5611 51
5611 .14 5611 .51
5611 .14 5611 51
5611 .16 5611 .54
5611 .14 5611 52
5611-14 5611 .52
5611 ,15 561152
5611.14 561152
5611 .15 5611 .53
561 1.15 5611 .52
561114 5611 .52
5611 .16 5611 54
5611 .14 5611 .52
5611 .16 5611 .54
5611 .14 5611.53
561114 5611 50
5611 .15 5611 .53
561115 5611 54
5611 .15 5611 ,54
5614.16 5614,58
5614.17 5614.57
5617,09 5617,49
561714 5617 58
5617 06 5620.48
5617,05 5620 48
5617 04 5620 49
5617.01 5620.46
5617 00 5620 46
5616.95 5620.44
5616 86 5620 39
5616 87 5620.36
5616 85 5620 36
5616.84 5620 36
5616,82 5620,34
5616.81 5620,32
Settlement Monitors
Surveyed Elevations
ended during the month because cover was added to areas of cells 2 and 3,
Rod was straightened out and the elevation is within an acceptable elevation . Phots were taken .
,at is being added to the cell , Jones and Demille was onsile to shoot new elevations in this month ,
the month to keep it from being buried by cover.
• Monitors 2W6-N , 2W6-C, C2W-2, C2W-4 , 2WS-C, 2W4-N , 2W4-S, 2W5-N, 2W5-S, 2W3-S
• Monitors C2E, 2E1-2S, 2E1-1S, 2W7-S were extended on 10/27/16 to keep them above cover
2E1 -2S was extended during lhe month to keep it above cover that is being added.
2e1 -1s, 2e2-2s and 2e1-n were all extended to stay above cover
Settlemenl monilors C3-6S, C3-6C, C3-6N , C3-7S, C3-7C, C3-7N , C3-BN,C3-8C, C3-8S were au extended ab oul 3 feet to slay above advancing cover
Settlemenl monilors C2E, 2W7-N, 2W7-S, C2W1 were extended.
Monitors C3-BN, BC, 8S,7N,7C,7S,6N,6C,6S were extended during the month to stay above cover.
Settlement monitors C3-6N, C3-7N, C3-BN were extended to keep above cover
CJ-8S
DATE
8/17/2018 5617 30
9/14/2018 5617.29
10/26/2018 5617.29
11/15/2018 5617.28
12/24/2018 5617 26
1/14/2019 561729
2/8/2019 5617.25
3/29/2019 5617.24
4/12/2019 561723
5/9/2019 561724
6/6/2019 5617.27
7/19/2019 561725
8/8/2019 5617 25
9/6/2019 5617.27
10/4/2019 561726
11/15/2019 5617 26
12/6/2019 5617 26
1/8/2020 5617 22
2/7/2020 5617 23
3/6/2020 5617 23
4/3/2020 5617 25
5/13/2020 5617 .25
6/5/2020 5617.21
7/17/2020 5617 22
8/14/2020 5617.26
9/24/2020 5617.27
10/8/2020 561725
11/20/2020 5617 22
12/9/2020 5617.25
1/28/2021 5617_24
2/26/2021 561720
3/25/2021 561724
4/30/2021 5617.22
5/26/2021 5617 25
6/25/2021 5617 26
7/15/2021 5617 27
8/26/2021 5617.25
9/30/2021 5617 26
10/27/2021 5617 24
11/30/2021 5617 22
12/28/2021 5617.22
1/28/2022 561732
2/2512022 5617 33
3/18/2022 561731
4/8/2022 5617 30
5/19/2022 561733
6/30/2022 5617,31
7/27/2022 5617,32
8/25/2022 561733
918/2022 561733
10/21/2022 5617.31
11/28/2022 5617 31
12/2712022 5617.31
1/12/2023 5617 32
2/23/2023 5617.30
3/30/2023 5617 31
4/27/2023 5617,30
5/19/2023 5617.27
6/29/2023 5617,28
712812023 5617,32
8/2512023 5617 25
911512023 5617 22
10/31/2023 5617,22
11/30/2023 5617,21
12/2012023 5617,21
CJ-IC
5616 81
5616.80
5616 78
5616.78
5616.76
5616.77
5616 74
5616.74
5616.73
5616 74
5616.75
5616.73
5616,72
5616 74
5616.74
5616.73
5616 73
5616 70
561671
5616.70
5616,72
5616.71
5616.69
5616.69
5616 71
5616.73
5616 70
5616 69
5616.69
5616.69
5616 66
5616 66
5616_62
5616 63
561664
561663
5616 ,64
5616.63
5616.63
5616 61
5616.63
5616 70
5616 70
5616.71
5616 69
561671
5616,68
5616,69
5616 70
5616 68
5616,68
5616.72
5616 70
561669
5616.68
5616 68
5616 71
5616,66
5616_65
5616 68
5616 62
5616 60
5616.62
5616 60
5616,59
C3-8N
5620.35
5620 31
5620 30
5620 32
5620 30
5620.32
5620 30
5620.29
5620 26
5620 30
5620,30
56202 9
5620 28
5620.30
5620.30
5620 29
562030
5620 28
5620.28
5620 27
5620 30
5620.30
5620.28
5620 25
5620 28
5620.31
5620 29
5620 29
5620.30
56202 9
5620 27
5620 24
56202 4
5620 22
5620 24
5620 23
5620 .23
5620 24
5620 25
5620 22
5620_25
5620 32
5620 31
5620.31
5620.31
5620 30
5620-31
5620_32
5620 32
5620.30
5620 31
5620.33
5620 32
5620 32
5620.31
5620 32
5620 32
5620-28
5620.27
5620 30
5620 24
5620 23
5620,24
5620,23
5620.23
Settlement Monitors
Surveyed Elevations
Control point Cell 3 West was ran over and a new one was placed
Wind effecting shots
All control points elevations were reshot for first lime in several years causing lhe difference In elevations
6/16/1989
6/16/1990
6/16/1991
6/16/1992
6/16/1993
6/16/1994
6/16/1995
6/16/1996
6/16/1997
6/16/1998
6/16/1999
6/16/2000
6/16/2001
6/16/2002
6/16/2003
6/16/2004
6/16/2005
6/16/2006
6/16/2007
6/16/2008
6/16/2009
6/16/2010
6/16/2011
6/16/2012
6/16/2013
6/16/2014
6/16/2015
6/16/2016
6/16/2017
6/16/2018
6/16/2019
6/16/2020
6/16/2021
6/16/2022
6/16/2023
u,
u,
-..J en
0
0
u, u, u,
u, u, u,
-..J -..J -..J en en en
N :i:,. en
0 0 0
Elevation, feet msl
u, u, u,
u, u, u,
-..J -..J -..J en -..J -..J
bo 0 N
0 0 0
---J
◄
...
'►
' I> .,
: ►
~ ~ .
► ..
'
l ~
~~
~
'
-=I p .:. ..
1
l
~
' =-
' .~
i
J
;
..
' I
.,1 ►
/
I
~-
r
u, u, u,
u, u, u,
-..J -..J -..J
-..J -..J -..J
:i:,. en bo
0 0 0
(
u,
u,
-..J
00
0
0
n
tD --.,:=.
)>
'f}
tD
6/16/1989
6/16/1990
6/16/1991
6/16/1992
6/16/1993
6/16/1994
6/16/1995
6/16/1996
6/16/1997
6/16/1998
6/16/1999
6/16/2000
6/16/2001
6/16/2002
6/16/2003
6/16/2004
6/16/2005
6/16/2006
6/16/2007
6/16/2008
6/16/2009
6/16/2010
6/16/2011
6/16/2012
6/16/2013
6/16/2014
6/16/2015
6/16/2016
6/16/2017
6/16/2018
6/16/2019
6/16/2020
6/16/2021
6/16/2022
6/16/2023
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6/16/1990
6/16/1991
6/16/1992
6/16/1993
6/16/1994
6/16/1995
6/16/1996
6/16/1997
6/16/1998
6/16/1999
6/16/2000
6/16/2001
6/16/2002
6/16/2003
6/16/2004
6/16/2005
6/16/2006
6/16/2007
6/16/2008
6/16/2009
6/16/2010
6/16/2011
6/16/2012
6/16/2013
6/16/2014
6/16/2015
6/16/2016
6/16/2017
6/16/2018
6/16/2019
6/16/2020
6/16/2021
6/16/2022
6/16/2023
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6/16/1992
6/16/1993
6/16/1994
6/16/1995
6/16/1996
6/16/1997
6/16/1998
6/16/1999
6/16/2000
6/16/2001
6/16/2002
6/16/2003
6/16/2004
6/16/2005
6/16/2006
6/16/2007
6/16/2008
6/16/2009
6/16/2010
6/16/2011
6/16/2012
6/16/2013
6/16/2014
6/16/2015
6/16/2016
6/16/2017
6/16/2018
6/16/2019
6/16/2020
6/16/2021
6/16/2022
6/16/2023
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6/16/1990
6/16/1991
6/16/1992
6/16/1993
6/16/1994
6/16/1995
6/16/1996
6/16/1997
6/16/1998
6/16/1999
6/16/2000
6/16/2001
6/16/2002
6/16/2003
6/16/2004
6/16/2005
6/16/2006
6/16/2007
6/16/2008
6/16/2009
6/16/2010
6/16/2011
6/16/2012
6/16/2013
6/16/2014
6/16/2015
6/16/2016
6/16/2017
6/16/2018
6/16/2019
6/16/2020
6/16/2021
6/16/2022
6/16/2023
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6/16/1993
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6/16/1997
6/16/1998
6/16/1999
6/16/2000
6/16/2001
6/16/2002
6/16/2003
6/16/2004
6/16/2005
6/16/2006
6/16/2007
6/16/2008
6/16/2009
6/16/2010
6/16/2011
6/16/2012
6/16/2013
6/16/2014
6/16/2015
6/16/2016
6/16/2017
6/16/2018
6/16/2019
6/16/2020
6/16/2021
6/16/2022
6/16/2023
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SETTLEMENT MONITOR POINTS
/ UTB 3-SF Aulhor: Dale: 9/lS/OB ralted By:KSS
::i ._ ______________________________________________________________________________________________________ __
lle.(2) Settlement Monitors
M-1 M-2 M-3 M-4 M-5 M-6
DATE
2012 5609,27 5610 18 5609,98 5610 24 5610 54 5609 ,36
2013 5612 83 5613 73 5613 .51 5613 78 5614 06 5612 ,88
2014 5612.80 5613,70 5613.49 5613,74 5614 05 5612 ,87
2015 5612 ,84 5613 70 5613,51 5613,78 5614 OB 5612 ,89
2016 5612 ,84 5613 74 5613 ,54 5613 79 5614,08 5612 89
2017 5612.83 5613.73 5613 ,55 5613 81 5614,09 5612 ,90
2018 5612,80 5613.69 5613.46 5613.76 5614 .06 5612 ,87
2019 5612.79 5613 73 5613 ,49 5613 74 5614 03 5612 BB
2020 5612.79 5613.71 5613 .49 5613 74 5614.01 5612 ,86
2021 5612.75 5613.70 5613.48 5613.73 5614.02 5612.85
2022 5612,76 5613.71 5613.47 5613.71 5614.00 5612 .85
2023 5612.75 5613 69 5613 ,50 5613.71 5614.02 5612 ,86
Settlement Monitors
Surveyed Elevations
IEC-1 IEC-2
5608 97 5609 19
5612.50 5612 73
5612 49 5612 70
5612,50 5615,74
5612,53 5615.74
5612,52 5615.71
5612.51 5615.72
5612.50 5615 72
5612.50 5615 74
5612.49 5615,68
5612.47 5615.67
5612.47 5615,66
SR-1 SR-2 US STEEL 1
5611 ,19 5611 ,67 5608 09
5614.71 5615 .20 5611 .61
5614 71 561518 5611 .58
5614 71 5615 21 5611 59
5614,75 5615,24 5611 59
5614.75 5615.24 5611 .58
5614,71 5615 ,19 5611 ,54
5614.70 5615 .19 5611 .50
5614.68 5615 .19 5611 .51
5614.70 5615.17 5611.50
5614.67 5615.1 5 5611.46
5614 68 561515 5611 49
US STEEL2 US STEELJ URS-1 CB-1
5607 ,18 5608 33 5607.24 5606 84
5610 ,67 5611,84 5610,54 5610.35
5610 .65 5611-83 5610.53 5610.32
5610 ,68 5611 86 5610.55 5610 34
5610 ,72 5611.87 5610.56 5610 34
5610 .71 5611 .87 5610,58 5610,35
5610,68 5611.86 5610,57 5610 31
5610 .65 5611 .81 5610.60 5610.32
5610,66 5611.81 5610,54 5610 .. 30
5610 ,65 5611 .81 5610.51 5610.28
5610 ,63 5611 .77 5610.49 5610.25
5610 ,63 5611 80 5610 .50 5610.25
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M-1 Settlement
2015 2016 2017 2018 2019 2020 2021 2022 2023
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M-3 Settlement
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M-4 Settlement
2015 2016 2017 2018 2019 2020 2021 2022 2023
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2012
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2013 2014 2015
M-5 Settlement
2016 2017 2018 2019 2020 2021 2022 2023
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2012 2013
M-6 Settlement
2014 2015 2016 2017 2018 2019 2020 2021 2022 2023
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IEC-1 Settlement
2014 2015 2016 2017 2018 2019 2020 2021 2022 2023
IEC-2 Settlement
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2015 2016 2017 2018 2019 2020 2021 2022 2023
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US STEEL 1 Settlement
2014 2015 2016 2017 2018 2019 2020 2021 2022 2023
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US STEEL 3 Settlement
2014 2015 2016 2017 2018 2019 2020 2021 2022 2023
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2015 2016 2017 2018 2019 2020 2021 2022 2023
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CB-1 Settlement
2014 2015 2016 2017 2018 2019 2020 2021 2022 2023
Summary of
Freeboard Measurements
Solution Levels
Cell 1, Cell 4A, and Cell 4B
November 2018 through December 2023
Cell 1 Cell 4A Cell 4B
Cell 1 Cell 3 Cell 4A Cell 4B Remaining Remaining Remaining
Free board Free board Freeboard Free board Freeboard in Free board Freeboard in
Date Cell 1 Cell 3 Cell 4A Cell 4B Elevation Elevation Elevation* Elevation Inches in Inches inches
11/2/2018 5615.00 5571.02 5582.43 5615.40 No Limit 5594.60 4.80 NA 146.04
11/9/2018 5614.98 5569.90 5583.03 5615.40 No Limit 5594.60 5.04 NA 138.84
11/15/2018 5615.04 5568.81 5583.59 5615.40 No Limit 5594.60 4.32 NA 132.12
11/21/2018 5614.97 5568.25 5583.82 5615.40 No Limit 5594.60 5.16 NA 129.36
11/30/2018 5615.00 5569.65 5583.74 5615.40 No Limit 5594.60 4.80 NA 130.32
12/7/2018 5615.00 5570.45 5583.89 5615.40 No Limit 5594.60 4.80 NA 128.52
12/14/2018 5614.94 5570.45 5583.85 5615.40 No Limit 5594.60 5.52 NA 129.00
12/21/2018 5614.87 5572.31 5584.31 5615.40 No Limit 5594.60 6.36 NA 123.48
12/28/2018 5614.62 5572.50 5583.48 5615.40 No Limit 5594.60 9.36 NA 133.44
1/4/2019 5614.78 5574.20 5583.02 5615.40 No Limit 5594.60 7.44 NA 138.96
1/11/2019 5615.13 5575.55 5582.83 5615.40 No Limit 5594.60 3.24 NA 141.24
1/18/2019 5615.00 5576.57 5582.81 5615.40 No Limit 5594.60 4.80 NA 141.48
1/25/2019 5615.03 5577.41 5582.56 5615.40 No Limit 5594.60 4.44 NA 144.48
2/1/2019 5615.04 5578.13 5582.41 5615.40 No Limit 5594.60 4.32 NA 146.28
2/8/2019 5615.01 5578.99 5582.06 5615.40 No Limit 5594.60 4.68 NA 150.48
2/14/2019 5614.82 5579.64 5581.66 5615.40 No Limit 5594.60 6.96 NA 155.28
2/22/2019 5615.00 5580.13 5581.02 5615.40 No Limit 5594.60 4.80 NA 162.96
3/1/2019 5614.98 5581.55 5581.21 5615.40 No Limit 5594.60 5.04 NA 160.68
3/8/2019 5615.09 5581.96 5581.53 5615.40 No Limit 5594.60 3.72 NA 156.84
3/14/2019 5615.09 5583.51 5581.09 5615.40 No Limit 5594.60 3.72 NA 162.12
3/22/2019 5614.99 5584.35 5580.71 5615.40 No Limit 5594.60 4.92 NA 166.68
3/29/2019 5615.01 5584.99 5580.32 5615.40 No Limit 5594.60 4.68 NA 171.36
4/4/2019 5614.89 5585.85 5579.99 5615.40 No Limit 5594.60 6.12 NA 175.32
4/12/2019 5614.81 5586.47 5579.63 5615.40 No Limit 5594.60 7.08 NA 179.64
4/19/2019 5614.57 5586.86 5579.11 5615.40 No Limit 5594.60 9.96 NA 185.88
4/26/2019 5614.42 5587.39 5579.11 5615.40 No Limit 5594.60 11.76 NA 185.88
5/2/2019 5614.39 5587.45 5579.23 5615.40 No Limit 5594.60 12.12 NA 184.44
5/9/2019 5614.45 5587.66 5578.88 5615.40 No Limit 5594.60 11.40 NA 188.64
5/16/2019 5614.38 5587.56 5578.68 5615.40 No Limit 5594.60 12.24 NA 191.04
5/22/2019 5614.44 5587.86 5578.47 5615.40 No Limit 5594.60 11.52 NA 193.56
5/30/2019 5614.33 5588.50 5577.65 5615.40 No Limit 5594.60 12.84 NA 203.40
6/6/2019 5614.46 5589.00 5577.35 5615.40 No Limit 5594.60 11.28 NA 207.00
6/13/2019 5614.31 5589.24 5576.87 5615.40 No Limit 5594.60 13.08 NA 212.76
6/19/2019 5614.20 5589.47 5576.56 5615.40 No Limit 5594.60 14.40 NA 216.48
6/27/2019 5613.93 5589.55 5575.95 5615.40 No Limit 5594.60 17.64 NA 223.80
Solution Levels
Cell 1, Cell 4A, and Cell 48
November 2018 through December 2023
Cell 1 Cell 4A Cell 48
Cell 1 Cell 3 Cell 4A Cell 48 Remaining Remaining Remaining
Free board Free board Free board Free board Freeboard in Free board Freeboard in
Date Cell 1 Cell 3 Cell 4A Cell 48 Elevation Elevation Elevation" Elevation Inches in Inches inches
7/5/2019 5614.15 5589.90 5575.49 5615.40 No Limit 5594.60 15.00 NA 229.32
7/12/2019 5614.24 5590.19 5574.69 5615.40 No Limit 5594.60 13.92 NA 238.92
7/19/2019 5614.27 5590.44 5573.44 5615.40 No Limit 5594.60 13.56 NA 253.92
7/25/2019 5614.54 5590.66 5573.14 5615.40 No Limit 5594.60 10.32 NA 257.52
8/2/2019 5614.50 5590.96 5572.88 5615.40 No Limit 5594.60 10.80 NA 260.64
8/8/2019 5614.46 5590.98 5572.35 5615.40 No Limit 5594.60 11.28 NA 267.00
8/16/2019 5614.52 5590.94 5571.98 5615.40 No Limit 5594.60 10.56 NA 271.44
8/23/2019 5614.41 5590.85 5571.62 5615.40 No Limit 5594.60 11.88 NA 275.76
8/30/2019 5614.47 5590.72 5571.40 5615.40 No Limit 5594.60 11.16 NA 278.40
9/6/2019 5614.55 5590.69 5571.11 5615.40 No Limit 5594.60 10.20 NA 281.88
9/12/2019 5614.51 5590.61 5571.12 5615.40 No Limit 5594.60 10.68 NA 281.76
9/20/2019 5614.50 5590.50 5571.03 5615.40 No Limit 5594.60 10.80 NA 282.84
9/27/2019 5614.70 5590.34 5570.55 5615.40 No Limit 5594.60 8.40 NA 288.60
10/4/2019 5614.71 5590.30 5570.18 5615.40 No Limit 5594.60 8.28 NA 293.04
10/11/2019 5614.80 5590.22 5569.83 5615.40 No Limit 5594.60 7.20 NA 297.24
10/18/2019 5614.89 5590.19 5569.53 5615.40 No Limit 5594.60 6.12 NA 300.84
10/25/2019 5614.83 5590.03 5569.40 5615.40 No Limit 5594.60 6.84 NA 302.40
11/1/2019 5614.89 5589.99 5568.92 5615.40 No Limit 5594.60 6.12 NA 308.16
11/8/2019 5614.90 5590.02 5568.88 5615.40 No Limit 5594.60 6.00 NA 308.64
11/15/2019 5614.82 5590.09 5569.65 5615.40 No Limit 5594.60 6.96 NA 299.40
11/22/2019 5614.76 5590.11 5569.72 5615.40 No Limit 5594.60 7.68 NA 298.56
11/27/2019 5615.01 5590.24 5570.05 5615.40 No Limit 5594.60 4.68 NA 294.60
12/6/2019 5614.87 5590.38 5570.08 5615.40 No Limit 5594.60 6.36 NA 294.24
12/12/2019 5614.85 5590.41 5570.43 5615.40 No Limit 5594.60 6.60 NA 290.04
12/18/2019 5614.71 5590.42 5570.72 5615.40 No Limit 5594.60 8.28 NA 286.56
12/27/2019 5614.79 5590.69 5570.70 5615.40 No Limit 5594.60 7.32 NA 286.80
1/3/2020 5614.77 5590.62 5570.61 5615.40 No Limit 5594.60 7.56 NA 287.88
1/10/2020 5614.75 5590.70 5570.74 5615.40 No Limit 5594.60 7.80 NA 286.32
1/16/2020 5614.76 5590.78 5571.00 5615.40 No Limit 5594.60 7.68 NA 283.20
1/24/2020 5614.88 5590.87 5570.86 5615.40 No Limit 5594.60 6.24 NA 284.88
1/30/2020 5614.85 5590.89 5570.73 5615.40 No Limit 5594.60 6.60 NA 286.44
2/7/2020 5614.81 5590.90 5570.81 5615.40 No Limit 5594.60 7.08 NA 285.48
2/14/2020 5614.88 5590.66 5570.53 5615.40 No Limit 5594.60 6.24 NA 288.84
2/21/2020 5614.78 5590.85 5570.76 5615.40 No Limit 5594.60 7.44 NA 286.08
2/28/2020 5614.71 5590.84 5570.35 5615.40 No Limit 5594.60 8.28 NA 291.00
Solution Levels
Cell 1, Cell 4A, and Cell 4B
November 2018 through December 2023
Cell 1 Cell 4A Cell 4B
Cell 1 Cell 3 Cell 4A Cell 4B Remaining Remaining Remaining
Free board Free board Free board Free board Freeboard in Free board Freeboard in
Date Cell 1 Cell 3 Cell 4A Cell 4B Elevation Elevation Elevation* Elevation Inches in Inches inches
3/6/2020 5614 .75 5590 .85 5570 .75 5615.40 No Limit 5594.60 7.80 NA 286.20
3/13/2020 5614 .68 5590 .89 5570.75 5615.40 No Limit 5594 .60 8.64 NA 286 .20
3/19/2020 5614.67 5590 .91 5570 .66 5615 .40 No Limit 5594 .60 8.76 NA 287.28
3/26/2020 5614 .64 5590 .91 5570 .70 5615.40 No Limit 5594 .60 9.12 NA 286.80
4/3/2020 5614 .70 5590 .92 5570 .51 5615.40 No Limit 5594 .60 8.40 NA 289.08
4/10/2020 5614.56 5590 .82 5570.64 5615.40 No Limit 5594.60 10 .08 NA 287 .52
4/17/2020 5614.42 5590 .77 5570.58 5615.40 No Limit 5594.60 11 .76 NA 288 .24
4/24/2020 5614 .30 5590.73 5570.55 5615.40 No Lim it 5594.60 13 .20 NA 288 .60
4/30/2020 5614 .19 5590 .63 5570.48 5615.40 No Lim it 5594.60 14.52 NA 289.44
5/7/2020 5614 .06 5590 .53 5570.48 5615.40 No Limit 5594.60 16 .08 NA 289.44
5/14/2020 5613 .92 5590.47 5570.36 5615.40 No Limit 5594.60 17 .76 NA 290 .88
5/21/2020 5613 .72 5590 .43 5569.86 5615.40 No Limit 5594.60 20 .16 NA 296.88
5/28/2020 5613 .68 5590 .38 5569.74 5615.40 No Limit 5594.60 20 .64 NA 298 .32
6/5/2020 5613 .59 5590.42 5569.50 5615.40 No Limit 5594.60 21.72 NA 301 .20
6/12/2020 5613.79 5590 .61 5568 .85 5615.40 No Limit 5594 .60 19 .32 NA 309 .00
6/19/2020 5614 .05 5590 .57 5567.97 5615.40 No Limit 5594.60 16 .20 NA 319 .56
6/26/2020 5614.26 5590 .59 5567.05 5615.40 No Limit 5594.60 13.68 NA 330 .60
7/2/2020 5614.41 5590 .52 5566.28 5615.40 No Limit 5594.60 11 .88 NA 339 .84
7/10/2020 5614.64 5590.46 5564.90 5615.40 No Limit 5594.60 9 .12 NA 356.40
7/17/2020 5614 .88 5590.47 5563.62 5615.40 No Limit 5594.60 6 .24 NA 371 .76
7/23/2020 5614 .92 5590.48 5562.24 5615.40 No Lim it 5594.60 5.76 NA 388 .32
7/30/2020 5614 .95 5590.57 5562.55 5615.40 No Limit 5594 .60 5.40 NA 384 .60
8/7/2020 5614 .78 5590.42 5562 .59 5615.40 No Limit 5594 .60 7.44 NA 384 .12
8/14/2020 5614 .62 5589 .83 5563 .95 5615.40 No Limit 5594 .60 9.36 NA 367 .80
8/21/2020 5614.51 5589 .33 5564 .37 5615.40 No Limit 5594 .60 10.68 NA 362.76
8/28/2020 5614 .38 5589 .21 5564.41 5615.40 No Limit 5594 .60 12 .24 NA 362.28
9/4/2020 5614 .24 5589 .10 5563.88 5615.40 No Limit 5594.60 13 .92 NA 368 .64
9/11/2020 5614.18 5589 .03 5564.25 5615.40 No Limit 5594.60 14 .64 NA 364.20
9/18/2020 5614.09 5589 .02 5564.41 5615.40 No Limit 5594.60 15 .72 NA 362.28
9/24/2020 5614 .06 5589 .04 5563.87 5615.40 No Limit 5594.60 16 .08 NA 368 .76
10/1/2020 5614 .26 5588.96 5564.34 5615.40 No Limit 5594.60 13 .68 NA 363 .12
10/8/2020 5614.33 5588 .87 5565.47 5615.40 No Limit 5594.60 12.84 NA 349.56
10/16/2020 5614 .06 5588 .81 5566 .11 5615.40 No Lim it 5594.60 16 .08 NA 341 .88
10/23/2020 5613.94 5588 .84 5566.45 5615.40 No Lim it 5594.60 17 .52 NA 337 .80
10/30/2020 5614.05 5588 .51 5565 .99 5615.40 No Limit 5594 .60 16 .20 NA 343 .32
Solution Levels
Cell 1, Cell 4A, and Cell 4B
November 2018 through December 2023
Cell 1 Cell 4A Cell 48
Cell 1 Cell 3 Cell 4A Cell 4B Remaining Remaining Remaining
Free board Free board Free board Free board Freeboard in Free board Freeboard in
Date Cell 1 Cell 3 Cell 4A Cell 4B Elevation Elevation Elevation* Elevation Inches in Inches inches
11/6/2020 5614 .02 5588.43 5566.52 5615.40 No Limit 5594.60 16 .56 NA 336 .96
11/13/2020 5614 .07 5588.75 5566.08 5615.40 No Limit 5594.60 15.96 NA 342 .24
11/20/2020 5614 .07 5588 .75 5566.05 5615.40 No Limit 5594.60 15 .96 NA 342 .60
11/25/2020 5613 .97 5588 .59 5565.99 5615.40 No Lim it 5594 .60 17.16 NA 343 .32
12/4/2020 5613.94 5587.87 5565 .03 5615.40 No Limit 5594 .60 17 .52 NA 354 .84
12/9/2020 5613 .97 5588 .63 5566.05 5615.40 No Limit 5594.60 17 .16 NA 342 .60
12/18/2020 5614 .02 5588 .81 5566.09 5615.40 No Limit 5594.60 16 .56 NA 342 .12
12/24/2020 5614.09 5588.85 5566.11 5615.40 No Lim it 5594.60 15 .72 NA 341 .88
12/31/2020 5614 .09 5588 .93 5566.10 5615.40 No Limit 5594.60 15 .72 NA 342.00
1/8/2021 5614 .07 5589 .14 5566.24 5615.40 No Limit 5594.60 15.96 NA 340 .32
1/15/2021 5614 .04 5589 .08 5566.26 5615.40 No Limit 5594.60 16 .32 NA 340 .08
1/22/2021 5614 .08 5589 .22 5566 .26 5615.40 No Limit 5594 .60 15 .84 NA 340 .08
1/29/2021 5614 .10 5589 .15 5566 .16 5615 .40 No Limit 5594 .60 15.60 NA 341 .28
2/5/2021 5614 .16 5589 .23 5566 .15 5615.40 No Limit 5594.60 14 .88 NA 341.40
2/12/2021 5614.08 5588.38 5566.18 5615.40 No Limit 5594.60 15 .84 NA 341 .04
2/19/2021 5614.03 5589 .28 5566.13 5615.40 No Lim it 5594.60 16.44 NA 341 .64
2/26/2021 5614 .08 5589 .31 5566.05 5615.40 No Limit 5594.60 15 .84 NA 342.60
3/5/2021 5614 .08 5589 .29 5566.25 5615.40 No Limit 5594.60 15 .84 NA 340 .20
3/12/2021 5614 .02 5589 .33 5566.20 5615.40 No Limit 5594.60 16 .56 NA 340 .80
3/18/2021 5613 .98 5589.29 5566.20 5615.40 No Lim it 5594.60 17 .04 NA 340 .80
3/26/2021 5613 .97 5589 .28 5566.27 5615.40 No Limit 5594.60 17.16 NA 339 .96
4/2/2021 5613 .94 5589 .29 5566 .22 5615.40 No Limit 5594 .60 17 .52 NA 340 .56
4/8/2021 5613 .82 5589 .13 5566 .49 5615.40 No Limit 5594 .60 18 .96 NA 337 .32
4/16/2021 5613 .76 5589 .05 5566.40 5615.40 No Limit 5594.60 19.68 NA 338 .40
4/23/2021 5613.63 5588.97 5566.35 5615.40 No Limit 5594.60 21 .24 NA 339 .00
4/30/2021 5613 .58 5588.82 5566.35 5615.40 No Limit 5594.60 21 .84 NA 339 .00
5/6/2021 5613.46 5588 .88 5565.30 5615.40 No Limit 5594.60 23.28 NA 351.60
5/13/2021 5613 .32 5588 .77 5565.16 5615.40 No Limit 5594.60 24.96 NA 353.28
5/21/2021 5613 .21 5588 .77 5565.15 5615.40 No Limit 5594.60 26 .28 NA 353.40
5/28/2021 5613 .12 5588 .56 5566.18 5615.40 No Limit 5594.60 27 .36 NA 341.04
6/4/2021 5613 .04 5588.40 5564.74 5615.40 No Limit 5594.60 28 .32 NA 358 .32
6/11/2021 5613 .05 5588.42 5564 .73 5615.40 No Limit 5594 .60 28 .20 NA 358.44
6/17/2021 5613 .00 5588 .32 5564 .65 5615.40 No Limit 5594 .60 28 .80 NA 359 .40
6/25/2021 5613 .24 5588 .15 5564.36 5615.40 No Limit 5594.60 25 .92 NA 362 .88
7/2/2021 5613.43 5588 .14 5564.39 5615.40 No Limit 5594.60 23 .64 NA 362 .52
Solution Levels
Cell 1, Cell 4A, and Cell 48
November 2018 through December 2023
Cell 1 Cell 4A Cell 48
Cell 1 Cell 3 Cell 4A Cell 48 Remaining Remaining Remaining
Free board Free board Freeboard Free board Freeboard in Free board Freeboard in
Date Cell 1 Cell 3 Cell 4A Cell 48 Elevation Elevation Elevation* Elevation Inches in Inches inches
7/9/2021 5613.39 5587.95 5564.19 5615.40 No Limit 5594.60 24.12 NA 364.92
7/15/2021 5613.28 5587.92 5563.99 5615.40 No Limit 5594.60 25.44 NA 367.32
7/23/2021 5613.23 5587.90 5563.86 5615.40 No Limit 5594.60 26.04 NA 368.88
7/30/2021 5613.10 5587.79 5563.91 5615.40 No Limit 5594.60 27.60 NA 368.28
8/6/2021 5613.10 5587.67 5563.89 5615.40 No Limit 5594.60 27.60 NA 368.52
8/13/2021 5612.98 5587.54 5563.81 5615.40 No Limit 5594.60 29.04 NA 369.48
8/20/2021 5613.09 5587.58 5563.92 5615.40 No Limit 5594.60 27.72 NA 368.16
8/27/2021 5613.02 5587.55 5564.05 5615.40 No Limit 5594.60 28.56 NA 366.60
9/3/2021 5613.00 5587.52 5563.90 5615.40 No Limit 5594.60 28.80 NA 368.40
9/10/2021 5613.04 5587.29 5563.87 5615.40 No Limit 5594.60 28.32 NA 368.76
9/17/2021 5613.02 5587.14 5563.60 5615.40 No Limit 5594.60 28.56 NA 372.00
9/24/2021 5612.92 5587.04 5563.51 5615.40 No Limit 5594.60 29.76 NA 373.08
10/1/2021 5612.95 5587.04 5563.53 5615.40 No Limit 5594.60 29.40 NA 372.84
10/8/2021 5612.99 5586.95 5563.50 5615.40 No Limit 5594.60 28.92 NA 373.20
10/15/2021 5612.91 5586.99 5563.48 5615.40 No Limit 5594.60 29.88 NA 373.44
10/22/2021 5612.90 5586.89 5563.60 5615.40 No Limit 5594.60 30.00 NA 372.00
10/29/2021 5612.90 5586.94 5563.84 5615.40 No Limit 5594.60 30.00 NA 369.12
11/5/2021 5612.92 5586.85 5563.80 5615.40 No Limit 5594.60 29.76 NA 369.60
11/12/2021 5612.85 5586.82 5563.83 5615.40 No Limit 5594.60 30.60 NA 369.24
11/19/2021 5612.85 5586.80 5563.72 5615.40 No Limit 5594.60 30.60 NA 370.56
11/26/2021 5612.84 5586.92 5563.83 5615.40 No Limit 5594.60 30.72 NA 369.24
12/3/2021 5612.83 5586.74 5563.65 5615.40 No Limit 5594.60 30.84 NA 371.40
12/10/2021 5612.86 5586.77 5563.67 5615.40 No Limit 5594.60 30.48 NA 371.16
12/17/2021 5612.89 5586.71 5563.68 5615.40 No Limit 5594.60 30.12 NA 371.04
12/23/2021 5612.96 5586.71 5563.69 5615.40 No Limit 5594.60 29.28 NA 370.92
12/31/2021 5613.15 5586.73 5563.70 5615.40 No Limit 5594.60 27.00 NA 370.80
1/7/2022 5613.17 5586.76 5563.67 5615.40 No Limit 5594.60 26.76 NA 371.16
1/14/2022 5613.35 5586.77 5563.66 5615.40 No Limit 5594.60 24.60 NA 371.28
1/21/2022 5613.30 5586.89 5563.66 5615.40 No Limit 5594.60 25.20 NA 371.28
1/28/2022 5613.38 5586.65 5563.67 5615.40 No Limit 5594.60 24.24 NA 371.16
2/4/2022 5613.39 5586.69 5563.67 5615.40 No Limit 5594.60 24.12 NA 371.16
2/11/2022 5613.39 5586.73 5563.66 5615.40 No Limit 5594.60 24.12 NA 371.28
2/18/2022 5613.52 5586.66 5563.70 5615.40 No Limit 5594.60 22.56 NA 370.80
2/25/2022 5613.63 5586.75 5563.69 5615.40 No Limit 5594.60 21.24 NA 370.92
3/4/2022 5613.64 5586.79 5563.69 5615.40 No Limit 5594.60 21.12 NA 370.92
Solution Levels
Cell 1, Cell 4A, and Cell 48
November 2018 through December 2023
Cell 1 Cell 4A Cell 48
Cell 1 Cell 3 Cell 4A Cell 48 Remaining Remaining Remaining
Free board Free board Free board Free board Freeboard in Free board Freeboard in
Date Cell 1 Cell 3 Cell 4A Cell 48 Elevation Elevation Elevation"' Elevation Inches in Inches inches
3/11/2022 5613 .68 5586.92 5563.71 5615.40 No Lim it 5594.60 20 .64 NA 370 .68
3/18/2022 5613 .70 5586 .81 5563 .70 5615.40 No Lim it 5594 .60 20.40 NA 370.80
3/25/2022 5613 .71 5586 .81 5563.68 5615.40 No Limit 5594 .60 20 .28 NA 371.04
4/1/2022 5613 .77 5586 .75 5563 .70 5615.40 No Limit 5594 .60 19.56 NA 370 .80
4/8/2022 5613 .79 5586 .76 5563.69 5615.40 No Limit 5594 .60 19 .32 NA 370.92
4/14/2022 5613.67 5586 .65 5563.99 5615.40 No Limit 5594.60 20 .76 NA 367.32
4/22/2022 5613.49 5586 .55 5564.10 5615.40 No Limit 5594.60 22.92 NA 366.00
4/29/2022 5613.46 5586 .54 5564.25 5615.40 No Limit 5594.60 23 .28 NA 364.20
5/6/2022 5613.52 5586.48 5564.76 5615.40 No Limit 5594.60 22.56 NA 358.08
5/13/2022 5613.48 5586 .35 5564.84 5615.40 No Limit 5594.60 23 .04 NA 357 .12
5/19/2022 5613.44 5586 .29 5564 .87 5615.40 No Limit 5594.60 23 .52 NA 356 .76
5/26/2022 5613 .30 5586 .18 5565.40 5615.40 No Limit 5594.60 25 .20 NA 350 .40
6/3/2022 5613 .17 5585 .99 5565.64 5615.40 No Limit 5594 .60 26 .76 NA 347 .52
6/10/2022 5612 .97 5585 .89 5566 .02 5615.40 No Limit 5594 .60 29.16 NA 342 .96
6/16/2022 5612.84 5585.71 5566 .07 5615.40 No Lim it 5594 .60 30.72 NA 342 .36
6/24/2022 5612 .89 5585.65 5566 .10 5615.40 No Lim it 5594.60 30 .12 NA 342 .00
6/30/2022 5612 .88 5585.46 5566.09 5615.40 No Limit 5594.60 30 .24 NA 342 .12
7/7/2022 5612 .81 5585.50 5566.38 5615.40 No Limit 5594.60 31 .08 NA 338 .64
7/15/2022 5613 .07 5585.41 5565.75 5615.40 No Limit 5594.60 27 .96 NA 346 .20
7/22/2022 5613 .19 5585.31 5566.05 5615.40 No Limit 5594.60 26 .52 NA 342 .60
7/27/2022 5613 .11 5585 .37 5566.23 5615.40 No Limit 5594.60 27.48 NA 340.44
8/5/2022 5613 .05 5585 .33 5566.35 5615.40 No Limit 5594.60 28 .20 NA 339 .00
8/12/2022 5612 .96 5585 .11 5566 .54 5615.40 No Limit 5594 .60 29 .28 NA 336 .72
8/18/2022 5612 .97 5585 .07 5566 .65 5615 .40 No Limit 5594 .60 29.16 NA 335.40
8/25/2022 5613.28 5585.15 5567 .05 5615.40 No Limit 5594 .60 25.44 NA 330 .60
9/2/2022 5613 .28 5585.07 5567.50 5615.40 No Limit 5594.60 25.44 NA 325.20
9/8/2022 5613 .26 5584 .98 5567.49 5615.40 No Lim it 5594.60 25.68 NA 325.32
9/15/2022 5613 .30 5584 .94 5567.73 5615.40 No Limit 5594.60 25.20 NA 322.44
9/23/2022 5613 .33 5585 .10 5567.53 5615 .40 No Limit 5594.60 24 .84 NA 324.84
9/30/2022 5613 .22 5584 .97 5567.86 5615.40 No Limit 5594.60 26 .16 NA 320 .88
10/7/2022 5613.24 5585 .09 5568.19 5615 .40 No Limit 5594 .60 25 .92 NA 316 .92
10/14/2022 5613 .24 5585 .01 5568 .33 5615.40 No Limit 5594.60 25 .92 NA 315 .24
10/21/2022 5613 .24 5585 .01 5568.41 5615 .40 No Limit 5594 .60 25 .92 NA 314 .28
10/28/2022 5613.27 5585 .01 5568 .73 5615.40 No Limit 5594 .60 25 .56 NA 310 .44
11/2/2022 5613 .38 5584 .99 5568 .75 5615.40 No Lim it 5594.60 24.24 NA 310 .20
Solution Levels
Cell 1, Cell 4A, and Cell 48
November 2018 through December 2023
Cell 1 Cell 4A Cell 48
Cell 1 Cell 3 Cell 4A Cell 48 Remaining Remaining Remaining
Free board Freeboard Free board Free board Freeboard in Free board Freeboard in
Date Cell 1 Cell 3 Cell 4A Cell 48 Elevation Elevation Elevation* Elevation Inches in Inches inches
11/10/2022 5613.47 5585.20 5568.92 5615.40 No Limit 5594.60 23.16 NA 308.16
11/16/2022 5613.50 5585.31 5568.93 5615.40 No Limit 5594.60 22.80 NA 308.04
11/25/2022 5613.56 5585.42 5568.95 5615.40 No Limit 5594.60 22.08 NA 307.80
12/2/2022 5613.54 5585.45 5568.99 5615.40 No Limit 5594.60 22.32 NA 307.32
12/9/2022 5613.54 5585.69 5569.37 5615.40 No Limit 5594.60 22.32 NA 302.76
12/16/2022 5613.55 5585.78 5569.25 5615.40 No Limit 5594.60 22.20 NA 304.20
12/23/2022 5613.54 5585.75 5569.59 5615.40 No Limit 5594.60 22.32 NA 300.12
12/29/2022 5613.65 5585.94 5569.96 5615.40 No Limit 5594.60 21.00 NA 295.68
1/6/2023 5613.81 5586.14 5570.53 5615.40 No Limit 5594.60 19.08 NA 288.84
1/12/2023 5613.83 5586.26 5570.75 5615.40 No Limit 5594.60 18.84 NA 286.20
1/20/2023 5613.90 5586.49 5570.90 5615.40 No Limit 5594.60 18.00 NA 284.40
1/27/2023 5614.09 5586.62 5570.99 5615.40 No Limit 5594.60 15.72 NA 283.32
2/3/2023 5614.23 5586.72 5571.04 5615.40 No Limit 5594.60 14.04 NA 282.72
2/10/2023 5614.24 5586.89 5571.05 5615.40 No Limit 5594.60 13.92 NA 282.60
2/16/2023 5614.33 5587.01 5571.13 5615.40 No Limit 5594.60 12.84 NA 281.64
2/24/2023 5614.43 5587.20 5571.16 5615.40 No Limit 5594.60 11.64 NA 281.28
3/3/2023 5614.46 5587.25 5571.17 5615.40 No Limit 5594.60 11.28 NA 281.16
3/10/2023 5614.47 5587.26 5571.18 5615.40 No Limit 5594.60 11.16 NA 281.04
3/17/2023 5614.49 5587.46 5571.66 5615.40 No Limit 5594.60 10.92 NA 275.28
3/24/2023 5614.53 5587.48 5571.70 5615.40 No Limit 5594.60 10.44 NA 274.80
3/31/2023 5614.56 5587.50 5572.49 5615.40 No Limit 5594.60 10.08 NA 265.32
4/7/2023 5614.53 5587.81 5573.03 5615.40 No Limit 5594.60 10.44 NA 258.84
4/14/2023 5614.44 5587.75 5573.35 5615.40 No Limit 5594.60 11.52 NA 255.00
4/21/2023 5614.54 5587.64 5573.72 5615.40 No Limit 5594.60 10.32 NA 250.56
4/28/2023 5614.54 5587.63 5574.45 5615.40 No Limit 5594.60 10.32 NA 241.80
5/5/2023 5614.44 5588.01 5574.91 5615.40 No Limit 5594.60 11.52 NA 236.28
5/12/2023 5614.34 5587.84 5575.39 5615.40 No Limit 5594.60 12.72 NA 230.52
5/19/2023 5614.38 5587.85 5576.08 5615.40 No Limit 5594.60 12.24 NA 222.24
5/26/2023 5614.33 5587.81 5576.50 5615.40 No Limit 5594.60 12.84 NA 217.20
6/2/2023 5614.22 5587.75 5576.89 5615.40 No Limit 5594.60 14.16 NA 212.52
6/9/2023 5614.22 5587.72 5577.72 5615.40 No Limit 5594.60 14.16 NA 202.56
6/16/2023 5614.16 5587.56 5578.33 5615.40 No Limit 5594.60 14.88 NA 195.24
6/22/2023 5614.07 5587.52 5578.67 5615.40 No Limit 5594.60 15.96 NA 191.16
6/29/2023 5614.01 5587.40 5579.10 5615.40 No Limit 5594.60 16.68 NA 186.00
7/7/2023 5613.83 5587.27 5579.75 5615.40 No Limit 5594.60 18.84 NA 178.20
Solution Levels
Cell 1, Cell 4A, and Cell 48
November 2018 through December 2023
Cell 1 Cell 4A Cell 48
Cell 1 Cell 3 Cell 4A Cell 48 Remaining Remaining Remaining
Free board Free board Free board Free board Freeboard in Free board Freeboard in
Date Cell 1 Cell 3 Cell 4A Cell 48 Elevation Elevation Elevation* Elevation Inches in Inches inches
7/14/2023 5613.51 5587.03 5579.76 5615.40 No Limit 5594.60 22.68 NA 178.08
7/21/2023 5613.50 5586.92 5580.60 5615.40 No Limit 5594.60 22.80 NA 168.00
7/28/2023 5613.49 5586.84 5581.33 5615.40 No Limit 5594.60 22.92 NA 159.24
8/3/2023 5613.69 5586.83 5581.83 5615.40 No Limit 5594.60 20.52 NA 153.24
8/11/2023 5614.12 5586.48 5581.17 5615.40 No Limit 5594.60 15.36 NA 161.16
8/17/2023 5614.36 5586.55 5581.00 5615.40 No Limit 5594.60 12.48 NA 163.20
8/24/2023 5614.41 5586.54 5580.95 5615.40 No Limit 5594.60 11.88 NA 163.80
8/31/2023 5614.34 5586.44 5580.91 5615.40 No Limit 5594.60 12.72 NA 164.28
9/7/2023 5614.27 5586.33 5580.73 5615.40 No Limit 5594.60 13.56 NA 166.44
9/15/2023 5614.21 5586.27 5580.64 5615.40 No Limit 5594.60 14.28 NA 167.52
9/21/2023 5614.18 5586.24 5580.60 5615.40 No Limit 5594.60 14.64 NA 168.00
9/28/2023 5614.14 5586.15 5580.38 5615.40 No Limit 5594.60 15.12 NA 170.64
10/6/2023 5614.10 5586.07 5580.27 5615.40 No Limit 5594.60 15.60 NA 171.96
10/13/2023 5613.98 5586.00 5580.13 5615.40 No Limit 5594.60 17.04 NA 173.64
10/20/2023 5613.89 5585.95 5580.00 5615.40 No Limit 5594.60 18.12 NA 175.20
10/27/2023 5613.80 5585.88 5579.89 5615.40 No Limit 5594.60 19.20 NA 176.52
10/31/2023 5614.04 5586.03 5579.89 5615.40 No Limit 5594.60 16.32 NA 176.52
11/10/2023 5614.07 5585.95 5579.89 5615.40 No Limit 5594.60 15.96 NA 176.52
11/17/2023 5614.03 5585.93 5579.88 5615.40 No Limit 5594.60 16.44 NA 176.64
11/22/2023 5614.19 5586.01 5579.71 5615.40 No Limit 5594.60 14.52 NA 178.68
12/1/2023 5614.18 5586.00 5579.68 5615.40 No Limit 5594.60 14.64 NA 179.04
12/7/2023 5614.34 5586.09 5579.78 5615.40 No Limit 5594.60 12.72 NA 177.84
12/15/2023 5614.42 5586.15 5579.74 5615.40 No Limit 5594.60 11.76 NA 178.32
12/22/2023 5614.47 5586.19 5579.73 5615.40 No Limit 5594.60 11.16 NA 178.44
12/29/2023 5614.59 5586.19 5579.72 5615.40 No Limit 5594.60 9.72 NA 178.56
*The previous freeboard limit of 5,593.74 for Cell 4A is set out in a letter from the Director dated November 20, 2008. The Director granted a variance from the Cell
4A freeboard limit on January 13, 2011 and approved the removal of the Cell 4A limit and approved the use of Cell 4B on January 27, 2011. The weekly
measurements are no longer required for compliance with freeboard limts, but are required for the calculation of the daily allowable volume of fluids pumped from the
Cell 4A LDS.
iii
E ...
5615.00
5613.00
5611.00
al 5609.00
LL.
c
0 ..
Ill > cu
iii
5607.00
5605.00
5603.00
5601.00
11/2/2018 11/2/2019
Cell 1 Freeboard
-Solution Level
-Limit
11/2/2020 11/2/2021 11/2/2022 11/2/2023
iii
E
t
QI
LI.
5595
5590
5585
5580
c 5575
.5! ....
Ill > QI
i:i:i
5570
5565
5560
5555
11/2/2018
Cell 4A Freeboard
-Solution Level
11/2/2019 11/2/2020 11/2/2021 11/2/2022 11/2/2023
iii
E
t
QI u.
5600
5590
5580
c' 5570
0 ..
Ill >
QI w
5560
5550
5540
11/2/2018
Cell 4B Freeboard
-Solution Level
-Limit
11/2/2019 11/2/2020 11/2/2021 11/2/2022 11/2/2023
Daily Inspection Reports
(October 2023)
White Mesa Mill-Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRI 13 .0
Page 17 of26
ATTACHMENT A-1
DAll.Y INSPECTION DATA
Jnspector: Kunc-:\l,, fbu--\s
Date: W• 1·2.QJ.~
Accompanied by:~
Time: 0 7 3 0
Any Item not "OK" must be documented. A check mark = OK. X = Action Required
Leak
Detection
System
Checked
VIl. DAO.. Y LEAK DETECTION CHECK
Cell I Cell-2 I Cell 3
/ Checked ✓ Checked
__ Wet_L__Dry 1 __ Wet / Dry
Initial level -I Initial level -
Final Pinal
level -level -
Gal. pumped _Q Gal. pum ped~
,.L.__Checked
__ Wet__L_Dry
Initial level,_-__ _
Final
level -
Gal. pumoed 0
.Cell 4A
./ .Checked
/wet __ nry
ln.itial level I?,_. S
Final
level ILJo85oo
Gal. pum ped 0
CeJI 4B
~Checked
__L_wet __ Dry
Initial level 8. '10
Final
level ,20/ l/
Gal. pum ped___:_O
Record Obsen,ations of Potential Concern and Actions Required on the Daily lnspec:don Form included in the Tailings Management
System (Appendix A-1)
' . ..
,.
White Mesa Mil I -Standard Operating Procedures
Book ·I 1: Environmental Protection Manual, Section 3.1
03/17 Revision: BFR 2.5
Page 21 of37
APPENDIX A-1
DAILY INSPECTION DATA
Inspector: l<M&<Jf. g b«cP
Date: lQ • I• 20'.2,~
Accompanied by:-1:!_M
Time: 073o
Any Item not "OK" must be documented. A check mark = OK, X = Action Required
L TAil,INGS SLURRY TRANSPORT SYSTEM I
lnsnP.ctioo Im ms Conditions of Potential Concern Cenl Cell2 Cell 3
Slu rry Pioeline Leaks, Damage, Blocka2e, Sh arp Bends / / /
Pi oeline Joints Leaks, Loose Connections / / /
Pipeline Suoo orts Damage., Loss of. Suooort / ./ ✓
Valves Leaks, Blocked, Closed / / /
Point(s) of DischarJ1;e Imoro oer !A.cation or Orientation / / /
Il. OPERATIONAL 'SYSTEMS and ·INTERIOR of CELLS
Jnsrn-.cti.on Items Conditions of Potential Concern Cell l Cell2 Cell3
N "S . • E w
Interior Cell Walls / ,,-/ r / /
Liner Observable Liner Damage / / / / / /
Water Level Greater Than Operating Level, Large / / Change Since Previous Inspection /
Beach Cracks, Severe Erosion , Subsidence / / /
Liner and Cover 'Erosion of cover, Exposure of Liner / ✓ /
Presence of Sediments Sediments should be saturated Yor~ NIA NIA --t'...,,, 11 -u, , 'I-I,, .. rt.., s ,.· , ,.. o \I,._.,. t'>. I), J..1.. • L,\A -~ r~ H,L
-.J
Cell4A Cell4B
/ /
/ /
/ /
/ /
/ ./
Cell4A Cell4B
N S E w I.Ii s E w
/ / ;" I' / /' / /
/ / / / / / /,/
✓ /
/ /
/ /
NIA YortN)
...
White Mesa Mill -Standard Operating Procedures
Book 11 : Environmental Protection Manual, Section 3 .1
ill. DIKES AND EMBANKMENTS
Ins~tion Items Conditions of Potential Dike 1-1 Dike 1-
Concern lA
Slopes Sloughs or Sliding Cracks, No No
Bulges, Subsidence, Severe vjsible visible
Erosion, Moist Areas, Areas exterior exterior
of Seepage Outbreak slope or slope or
dike to dike to
ins pect insnect
Crest Cracks, Subsidence, Severe ·No No
Erosion visible visible
exterior exterior
slope or slope or
dike to dike to
-ins pect insoect
IV. FLOW RATES l
03/17 Revision: EFR 2.5
Page 22 of37
Dike2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect insooct
No No
visible visible
exte'rior exterior
slope or slope or
dike to dike to
insoect ins oect
Dike
4A-S
/
./
Slorrv .Linet s) PondRetum S-X Tails
GPM 0 r-:)
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Poli1.t •
Observed Entire Discharge Line
VI. DUST .CONTROL
Dusting
Wind Movement of T ai lin gs
Preci pitation ; ...L.J-inches liquid
Slimes '-/ 5 'J, ~ fn 5 ?
Cell 2
/
/
0
Yes ---.,,.,--;;,-Yes
Cell 3
/
/
Dike
4A-E
/
/
Dike
4B-S
/
/
Sorav Svstem
0
/ No
No -----
Cell 4A Cell4B
/ /
/ /
,
...
White Mesa Mill -Standard Operating Procedures
Book n: Environmental Protection Manual, Section 3.1
General Meteorological conditions: C.. l o"' y
VIL DAILY LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page 23 of37
Daily Leak Detection Checks are recorded:on the Daily Inspection Data form included
as Attachment A~l of the DMT -Plan
VIll OBSERVATIONS .OF POTENTIAL CONCERN
NC> ,-t,,; flj h ~Of'.,-
Action Required
"
~D1') e
Tailings Daily lnsp~tion Report
Tailings Sluny Disci1arge Location
ELL_NQ. 4B
~~\v.h°OY) . ;
Date : IO·!·Zoi ~
Inspector:~,,.,.,11 V.~
Sol v.+; Of\
CEUN0.1
Dike 1-
MILL SITE
N
White Mesa Mill-Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRI 13.0
Page 17 of26
ATTACHMENT A-1
DAILY INSPECTION DATA
Inspector: 0,-, ~,~
Date: 10 -, -A.3 r./J
Accompanied by: ~11c:r tt.,./lr$/
Time: a 1 0 0 I
Any Item not "OK" must be documented. A check mark= OK. X = Action Required
VO. DAD., Y LEAK DETECTION CHECK
Ce11 J Cell 2 Ce]) 3 Cell 4A Cell 4B
Leak ,/ Checked ./ Checked / Checked V:::::::: Checked le"."'! Checked
Detection
System __ Wet__L_Dry __ Wet--LJ}ry __ Wet_LDry --L,_Wet __ Dry _L_wet __ Dry
Checked
Initial level -Initial level -Initial level ~ Initial level 12. .7 Initial level C V1 Q
Final Final Final Final Final
level -level -level -level J'l069'Q level ~ 2,0 I"'{
Gal. p umped 0 Gal. pum ""A 0 Gal. pumped c:> Gal. pump ed Q Gal. oum rw.tl ()
Record Observations of Potential Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
.
'·. •.
;
White Mesa Mill -Standard Operating Procedures
Book '1 l: Environmental Protection Manual , Section 3. l
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAILY INSPECTION DATA
Inspector: Qec,tfrLy.Ll:JJN:\-
Date; 1 a -:z. -" f : • ll
Accompanied by:,:;.,.,u lfiVt~.y
Time: 0700 I
Any Item not ·"OK" must be documented. A check mark = OK, X = Action Required
L TAll,INGS SLURRY TRANSPORT SYSTEM
lh.1m~cti~nitems I Ci:mdi!ions of Potential Con~em Ce_lll Cell2 Cell3_ I Cell 4A
e Leaks. Damage,_ Blockage, Shan:> Bends
Pi Leaks1 Loose Connections
Pioeline Su oo orts Damage, Loss of. Su ooort
Valves Leaks, Blocked! Closed
Point{s) of Discharge ·Im proper Location or Orientation
n. OPERATIONM."SYSTEMS and·INTERIORof CELLS
lnsnP.r.tion Items Conditions of PntP.ntial. Concern Cell 1 Cell2 Cell 3 Cell4A
N ·-s . • E w N S E
Interior Cell Walls ./ ./ ./ , ./ / / ✓ ... ./ v./
Liner Observable Liner Damage ✓ / ./ ./ ./ / ./ ✓
,,
,/
Water Level
w
./
✓
Greater Than Operating Level, Large ./ Chan ge Since Previous lnsoection ✓ ✓ /_
Beach Crack.a . Severe Erosion, Subsidence / / / ./
Liner and Cover "Erosion of tover, Ex posure of Liner ,/ ./ / /
Presence of Sediments Sediments should be saturated Yor9 NIA NIA N/A . -e 11 I .&as ·H,c ~aiC o:iv~c:O';i -Ure. Uisc.c. 1,t:,'S;lzl~ ....
CellAB
Cell4B
N S E )V
/ ✓ ,I ./ .
.I ,/ ✓ ... ./
/
./ -
./
Yor9
...
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3 .1
m. DIKES AND EMBANIOmNTS
Ins~tion Items Conditions of PQ~ngal Dike 1-I Dike 1-
Concern lA
Slopes Sloughs or Sliding Cracks, No No
Bulges, Subsidence, Severe vjsibl~ visible
Erosion, Moist Areas, Areas exterior exterior
of Seepage Outbreak slope or slope or
dike to dike to
inspect insnect
Crest Cracks, Subsidence, Severe No No
Erosion visible visible
exterior exterior
·stope or slope or
dike to dike to
.inso ect ins oect
IV. FLOW RATES I
03/17 Revision: EFR 2.5
Page 22 of37
Dike2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
inspect insoect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect ins oec t
Dike
4A-S
/
/
SlurrvLinpJs) Pond.Return S'-XTails
GPM ,,... ~
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Point
Observed Entire Discharge Line
VI. DUST CONTROL
Dusting
Wind Movement of Tailings
Precipitation: IJ. ., Q:I inches liquid
Slimes ~ i:; a-, 9. D l"1
Cell 2
/
/
A
<' Yes Z Yes
Cell3
/
✓
Dike Dike
4A-E 4B-S
/ /
/ /
Sorav Svstem
,r,,.
L No
____ No
Cell 4A Cell4B
/ /
/ -~ -
/'• . . ,. ~
' .
White Mesa Mill -Standard Operating Procedures
Book n: Env ironmental Protection Manual, Section 3.1
General Metebrofogical conditions:
VII. DAR. Y LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page23 of37
Daily Leak Detection Checks are recorded on the 'Daily Inspection Data form included
as Attachment A-1 of the DMT Plan
VIll OBSERVA TIONS·OF POTENTIAL CONCERN
-wuXl,j' vvdl ~ ~~{e/--~
-wu-k(r 'S ftV -F-; fr~s ~
Action Required
Tailings Daily Ius1>~tion Report
Tailings Sluny Discharge Locatiou
So\ v--h O(\
CELLN0.1
Dwl-
ELL IYO. 4B
s~ '""+io11 . ,
,:
MILL SITE
N
•, ,
. /;
~ ..,-
While Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision ; EFRI 13.0
Page 17 of26
ATTACHMENT A-1
DAILY INSPECTION DATA
Inspector: De c.n (;-o/,,,,<» <\...
Date: , Q -3 -;z '.? ~
Accompanied by : ToNV:.cH-.,l/1'
Time: a Illa
Any Item not "'OK" must be documented. A check mark = OK. X = Action Required
VD. DAILY LEAK DETECTION CHECK
Cell 1 Cell 2 Ce113 Cell.4A Cell 4B
,·
Leak ,/ .. Checked ./ Checked ,/ Checked ✓ Checked ✓" Checked
Detection
System __ Wet_,c:_Dry __ Wet_L_Dry __ We t_L_Dry ___L_ Wet __ Dry __L_ Wet __ Dry
Checked
Initial level -Initial level -Initial level -Initial level J .2,,. & Initial level 13, O 7
Final Final Final F in al Final
level -level -level -le ve l l':10$5'120 level ~ADI Ii
Gal. oumrv-A o GaJ. oum~A 0 Gal. oum=A .,., Gal. pumped C Gal. pum=.rl CJ
Record Obsenrations of Potential Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
,.
..
White Mesa Mill -Standard Operating Procedures
Book ·11: Environmental Protection Manual, Section 3.1
03/17 Revision: BFR 2.5
Page 21 of37
APPENDIX A-1
DAil.. Y INSPECTION DATA
Inspector: f;;; tr/7'01CJL
Date; 10 --
Accompanied by : :r-eo~c · U.tt,:l...r
Time: (!') -zoo
Any Item not "OK" must be documented. A check marlc = OK, X = Action Required
I. TAil,INGS SLURRY TRANSPORT SYSTEM
Ii:l§.p_~cti,on_ltems C.eJU Cell ·2 I Cell 3 I C_ell3A
LeaksLDama_ge , Blockage , Sharp Bends
Leaks, Loose Connections
Dama~e. Loss of. Su
Leaks,]3loc~ed, Closed
Point{s) of Dischar~e Location or Orientation
11. OPERATIONAL.SYSTEMS and ·INTERIOR of CELLS
Insaecti.011 Items Conditions of Potential Concern Cell l Cell2 Cell3 Cell 4A
N ··s. E w N S E w
Interior Cell Walls ./ j ✓ / ./ / ./ ,/ ✓ V ✓
Liner Observable Liner Damage ./ j ✓ ./ ✓' / ,/ ,I .,/ ./
Water Level Greater Than Operating Level, Large
Change Since Previous Inspection . / ,/ / ,/
Beach Cracks, Severe Erosion, Subsidence // ./ /,, /
Liner and Cover "Erosion of cover, E:x ooswe of Liner :/ ✓ ✓ /
Presence of Sediments Sediments should be saturated Yor (:P NIA NIA NIA
• Ce ti I: la.o.~ :i:h:£: !,Q ~ ( t=,D, tA ~ '.-"°,,,_ ,, .,_:1..1~
Cell4
Ce114B
N S E w ,,. //./' ./ J
,,/ V ,/ .~ ',/ ~
./ .
,/
./
Y or"11
. •.
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
m. DIKES AND EMBANKMENTS
Ins~tion Items Conditions of Potengg! Dike 1-1 Dike 1-
Concern lA
Slopes Sloughs or Sliding Cracks, No No
Bulges. Subsidence, Severe 'dsibl~ visible
Erosion, _Moist Areas, Areas exterior exterior
of Seepage Outbreak slope or slope or
dike to dike to
inspect insoect
Crest Cracks, Subsidence, Severe ·No No
Erosion visible visible
exterior exterior
slope or slope or
dike to dike to
.insoect insnect
IV. FLOW RATES I
03/17 Revision: EFR 2.5
Page 22 of37
Dike2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
inspect insoect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
ins oect ins oect
Dike
4A-S
/
/
Slnrrv-Lin,-1s) Pond Return S-X Tails
GPM "" r\
V. PHYSICAL INSPECTION OF SLURRY LINFS(S)
Walked to Discharge Point
Observed Entire Discharge Line
VI. DUST CONTROL
Dustin~
Wind Movement of Tailings
Precipitation: I") inches liquid
Slimes _.., K~ ~, -r<
n
_____ Yes
/ Yes
Cell 2 Cell 3
L /
✓ /
Dike Dike
4A-E 4B-S
/ /
/ /
So rav Svstem
,,
--~--No
_____ No
Ce114A Cell4B
./ ✓-
,/ L
. . ~·
..
White Mesa Mill -Standard Operating Procedures
Book tl: Environmental·Protection Manual, Section 3.1
General Meteorological conditions:
VIL DAILY LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page 23 of37
Daily Leak Detection Checks are recorded on the Daily Inspection Data form included
as Attachment A-1 of thi·DMT -Plan •
VIll OBSERVATIONS .OF. POTENTIAL CONCERN
/J G 'i , ~ ~~ _/.
s-/-..r(-e,K na;;.;u4_c;;V 6""'! I,,
Action Required
Dat
Insp
Tailings Daily h1sp~tion Report
Tailin~ Sluny Discharge Locatiou
Sol v:ho'1
CELLN0-.1
Dike 1-
........... -.............. ~----
MILL SITE
N
White Mesa Mill-Discharge Minimization Technology Monitoring Plan 01122 Revision: EFRI 13.0
Page 17 of26
A'ITACBMENT A-1
DAll.Y INSPECTION DATA
Inspector: Oe,., vl-y100,..,___
Date: ,o ->-1-~ fr
Accompanied by :"f'iNVctf-({,'
Time: IJ00
Any Item not .. OK" must be documented A check mark = OK, X = Action Required
VIl. DAILY LEAK DETECTION CHECK
Cell I Cell 2 Cell 3 Cell 4A Cell 4B
Leak / Checked / Checked ,t:::'. Checked ./ Checked / Checked
Detection _L_wet __ Dry _Lwet __ Dry _6et __ Dry __L_ Wet __ Dry System --IL_ Wet __ Dry
Checked
Initial level -Initial level -Initial level -Initial level t 2. ,7 Initial le vel t :5, () 1
Final Final Final Final Final
level -level -level -level J '{0 g,;'.<7(7 level 4, :l,c, l 4/
Gal. pum..-i ff} Gal. DUfflnM 0 Gal. pumnP.rt a Gal. oumneirl .tl Gal. pum ped • a.
Record Obsecyations of Potential Concern and Actions Reqwred on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
~
•.
White Mesa Mill -Standard Operating Procedures
Book 11 : Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A•l
DAILY INSPECTION DATA
Inspector: O e-eo. &o/rUAo
Date; ID ---1 -2, 2t . (J
Accompanied by:~ tl.,{(,',k(
Time: /$OD
Any Item not "OK" must be documented. A check mark = OK, X = Action Required
L TAILINGS SLURRY TRANSPORT SYSTEM
fus oection~~ I Coomtio~~ Cell 1 C_ell_2 Cell S I Cell 4A
e , Sh arp Bends
Leaks, Loose Connections
Dam~e. Loss of. Support
Leaks, Blocked, Closed
Point{s) of Discharge ·hnproper Location or Orientation
n OPERATIONAL SYSTEMS and INTERIOR of CELLS
Insoec tion Items Conditions of Potential Concern Cell 1 Cell2 CeH3 Cell 4A
N ··s. E w N S B w
Interior Cell Walls ./ ~ ,, ✓--/ ,/ ./
;r -✓ ,,.../ ./ ,,, ./
Liner Observabie Liner Damage ./ ✓ ti' / ,/ ./ ./ ./ /'./
Water Level Greater Than Operating Level, Large
/ Change Since Previous lnsoection / / /
Beach Cracks, Severe Erosion. Subsidence / ./ ./ ./
Liner and Cover ·Erosion of cover, Exposure of Liner / ,/ ✓ /
Presence of Sediments Sediments should be satUiated YorB NIA NIA NIA
--:cc.u l &-"!;; ~~~a.,7L.c,a..:::e.~'"t/Q; -1::k~ k .. r:.r:.t=.'!L.i°$~t.. {,. i
C~lL4B
Cell4B
N S E W _. V '/ './ ./
I-' / ./" / ,/ .,,
~/
./
/
Yor~
l.
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
ill. DIKES AND EMBANKMENTS
In~ru;ction Items Conditions of Potential Dike 1-1
Concern
Slopes Sloughs or Sliding Cracks, No
Bulges, Subsidence, Severe vjsibl~
Erosion, Moist Areas, Areas exterior
of Seepage Outbreak slope or
dike to
inspect
Crest Cracks. Subsidence, Severe No
Erosion visible
exterior
• slope or
dike to
-insoect
IV. FLOW RATES I
Slurrv -Line!s)
GPM ,...
Dike 1-
lA
No
visible
exterior
slope or
dike to
insoect
No
visible
exterior
slope or
dike to
insoect
03/17 Revision: EFR 2.5
Page 22 of37
Dike2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
ins oect insoect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
ins oect ins pect
Dike
4A-S
/
✓
PondRetum S-X Tails
,., ;")
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Point
Observed Entire Discharge Line
VI. DUST CONTROL
Dusting
Wind Movement ofTailin_g_s
Preci_p itation : l"7 inches li_guid
Slimes ~::J ~
Cell 2
L
L
______ ,_Yes
Z Yes
Cell 3
/
L
Dike Dike
4A-E 4B-S
/ /
/ /
Sorav Svstem
,,.,
______ No
_____ No
Cell4A Cell4B
/ . ./
~ ~
' ,.
White Mesa Mill -Stand ard Operati ng Procedures
Book ll: Environmental Protection Manual, Section 3.1
I Genetal M<:komlogical conditions, ,8.,,, Ct,, .,7
VIL . DAILY LEAK DETECTION CHECK
I
03/17 Revision: EFR 2.5
Page 23 of37
I
Daily Leak Detection Checks are recorded ·on the Daily Inspection Data fonn included
as Attachment A-1 of the 'DMT Plan
Vlll OBSERVATION:S·.OF POTENTIAL CONCERN
-r::;,.,u -n:tl-Jy 6-w' ~1
I I I
Action Required
Da
In
Tailings Daily h1sp~tion Report
Tamngs Slm1y Discharge Location
Sol v.·h Of\
CEUN0.1
D 1-
ELL MO. 4B
~~ \\,\+i 01'}~
MILL SITE
N
White Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRI 13.0
Page 17 of26
ATIACHMENT A-1
DAILY INSPECTION DATA
Inspector: Pc c.n c..-L rm°""-
Date: 10-s::..-a3 ~
Ac companied by : le~//,!
Time: i'.330
Any Item not "OK" must be documented . A check mark= OK. X = Action Required
VD. DAILY LEAK DETECTION CHECK
Cell I Cell 2 Cell 3 Cell4A Cell 4B
-Leak ..c: Checked ./ Checked ,/ Checked / Checked .~ Checked
Detection
__ WetLDry _L_ Wet __ Dry System __ Wet_L.Dry __ Wet--,c:::::_Dry _L_wet __ Dry
Checked
Initial level -Initial lev el _, Initial level -Initial level /4 wJ Initial level S:, q O
Final Final Final Fin al Final
level -level -lev el -level / '(fl "fi S"l) O level 71 :Sa.:<£
Gal. oumoed 0 Gal. DUfflnP.rl I") Gal. oum-~ Q Gal. pum ped Q Gal. oum ped c:r~ -.i:: r
Record Obsenratlons of Potential Concern and Actions Required on the Daily Inspection Form included in the TaiUngs Management
System (Appendix A-1)
~
•.
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAILY INSPECTION DATA
Inspector: lJc:u, C-l ""nao,n
Date; ,h -i:~ .13 f ~
Accompanied by:i;;,.,ec ~/,
Time: L330
Any Item not "OK" must be documented. A check mark = OK, X = Action Required
L TAILINGS SLURRY TRANSPORT SYSTEM
rn so~q_n lgms ConditiOPUlf Potential Concern Cell 1 Cell Cell3-I Cell 4A I Cell 4B.
Leaks, Damage, Blockage_, Sharp Bends
Leaks~ Loose Connections
ns Dam~e~ Loss of. Su pport
Leaks, Blocked, Closed
·lmproper Location or O"rientation
ll. OPERATIONAL SYSTEMS and ·INTERIOR of CELLS
Jnsoection Items Conditions of Potential Concern Cell 1 Cell2 CeU3 C cll 4 A Cell4B
N ··s . • E w ' N S E w N S E w
Interior Cell Walls ./ ./ /,.,.,/ ./ ./ ./ ✓ ,,.✓ v-./ ,./ ✓ ,,.,..~ v ✓
Liner Observable Liner Damage . ./ ./ / / ✓ ✓
V '✓ ---✓ v..l ,, '✓ ,/ ./ ,/ ✓
Water Level Greater Than Operating Level, Large
Change Since Previous Ins pection ,/ /. ./ / ✓
Beach Crack!!, Severe Erosion, ,Subsidence ,/ / / ✓ /
Liner and Cov~r 'Erosion of cover, Exposure of Liner ./ / ✓ ✓ ✓
Presence of Sediments Sediments should be saturated Yor® NIA NIA NIA Yore& ..
: C.eJI J s,.p..1, ~ • \o.c:"' w::'.i "sl '-k.. • ca i.c~.::l.4e:\-~
~~ ...
White Mesa Mill -.Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
Ill. DIKES AND EMBANKMENTS
lns(!ecgon Items Conditions of Potential Dike 1-I Dike 1-
Concern lA
Slopes Sloughs or Sliding Cracks, No No
Bulges,-Subsidence, Severe yisibl~ visible
Erosion, Moist Areas, Areas exterior exterior
of Seepage Outbreak slope or slope or
dike to dike to
inspect insnect
Crest Cracks, Subsidence, Severe No No
Erosion visible visible
exterior exterior
slope or slope or
dike to dike to
.ins oect ins oect
IV. FLOW RATES I
03/17 Revision: EFR 2.5
Page 22 of37
Dike2 Dike 3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect inspect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect insnect
Dike
4A-S
/
/
SlurrvLinels) Pond .Return S-X Tails
GPM ,.., A
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Point
Observed Entire Discharge Line
VI. DUST CONTROL
Dusting
Wind Movement of Tailings
Precipitation: , "' inches liquid
Slimes I./,: 1.1 &.1 ~ 5"' ..,_
Cell 2
/
/
,....
_____ Yes
./ Yes
Cell 3
/
/
Dike Dike
4A-E 4B-S
/ /
/ ✓-
Sorav Svstem
I">
_______ No
_____ No
Cell 4A Cell4B
/ ~
/ ./'
White Mesa Mill-S~dard Operating Procedures
Book n: Environmental·Protectlon Manual, Section 3.1
General-Meteorofogical conditions:
Vll.. DAR, Y LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page 23 of37
Daily Leak Detection Checks are recorded:on the Daily Inspection Data form included
as Attachment A-1 or the DMT Plan
VIlI OBSERVATIONS OF POTENTIAL CONCERN
-t1., • .A$'fy 'Y'~ ~J
Action Required
~eilings Daily lnsp~tion Report
Tailings Sluny Discharge Locatiou
Date : 10 -
Inspector~
So\v.·ho"
C·ELLN0.1
Dike 1-
MILL SITE
N
White Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRI 13.0
Page 17 of26
ATTACHMENT A-1
DAILY INSPECTION DATA
Inspector: -r"""~'" ,.u "''"'1
Date: 10/.c:./~3 •
Accompanied by:~
Time: J'lr,o
Any Item not "OK" must be documented. A check mark= OK, X = Action Required
VD. DAILY LEAK DETECTION CHECK
Cell l Cell 2 Cell 3 Cell.4A Cell 4B
,I ., / , ,.
Leak / Checked .,/ Checked Checked ./ Checked ✓ Checked
Detection
__ Wet~Dry __ Wet__:!_ory __ Wet / Dry ~Wet __ Dry _::::_ Wet __ Dry System
Checked
Initial level -Initial level -Initial level -Initial .level Id..&' Initial level ) I. 'i 0
Final -Final , Final Final Final -level l~0 850D 7lJ"15 level level level level
Gal. pumnM Q Gal. DUfflnP.rl 0 Gal. oum oed c) Gal. oum ped Q Gal. pum ped Q
Record Obsenrations of Potential Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
, .. ..
~
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3 .1
03/17 Revision: EFR 2 .5
Page 21 of37
APPENDIX A-1
DAil,Y INSPECTION DATA
Inspector: --r CJJ'lne.-»011:¼
Date; 101,b.t:@..1
Accompanied by:.LM,.._ti.,,_I\ __ _
Time:_~l'i~
Any Item not "OK'' must be documented. A check mark = OK, X = Action Required
I. TAll,INGS SLURRY TRANSPORT SYSTEM I
fnsnecti.on Items Conditions of Potentfal Concern Cell 1 Cell2 Cell 3
Slurrv Pioeline Leaks, Damave, Blockaire, Sham Bends ./ ./ ✓
Pioeline Joints Leaks, Loose Connections ✓ ✓ ✓
Pipeline Supports Damage, Loss of. Support ../ ✓ ../
Valves Leaks, Blocked, Closed ✓ ../ ✓
Point (s) of Discharge • Improper Location or Orientation ✓ ./ J
Il. OPERATIONAL SYSTEMS and INTERIOR of CELLS
lnsn,,.rti,on Items Conditions of Potential Concern Cell l Cell 2 Cell3
N ··s. 'E w
Interior Cell Walls ✓ ./ 7 / ./ ./
Liner Observable Liner Damage ,/ / / ,/ ✓ /
Water Level Greater Than Operating Level, Large / / /
Change Since Previous Insoection
Beach • Cracks, Severe Erosion, .Subsidence / ✓ J
Liner and Cover Erosion of cover, Exoosure of Liner -✓---./ ,./
Presence of Sediments Sediments sho.uld be saturated Yor/N) NIA NIA
Notes: r .oll j Yla<., ~.-r l\\)"'l'lt\ll --Hv liri .. r \}IS1lJ, -
._j
Cell4A Cell 4B
✓ ,/
../ ✓
✓ ✓
J J
../
Cell4A Cell 4B
N S E w N S E w
./ / ./ / / ..,/ .,I ../
/ ./ / / ./ ✓ / ✓
I
_/ ./
~
../ ../
/
✓ _,,,,,.
NIA y oll'N )
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3 .1
ID. DIKES AND EMBANKMENTS
Ins~tion Items Conditions of Poteagal Dike 1-1
Concern
Slopes Sloughs or Sliding Cracks, No
Bulges, Subsidence, Severe \lisibl~
Erosion, Moist Areas, Areas exterior
of Seepage Outbreak slope or
dike to
inspect
Crest Cracks, Subsidence, Severe • No
Erosion visible
exterior
• slope or
dike to
.inspect
IV. FLOW RATES I
Dike 1-
lA
No
visible
exterior
slope or
dike to
insoect
No
visible
exterior
slope or
dike to
insoect
03/17 Revision: EFR 2.5
Page 22 of37
Dike 2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
inspect inspect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect inspect
Dike
4A-S
J
J
Slurrv Line(s) Pond Return S-X Tails
GPM 0 ()
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Point
Observed Entire. Discharge Line
VI. DUST CONTROL
Dusting
Wind Movement of Tailin1?.s
Precipitation: n inches li ouid
Slimes LiS'-\'104~
cJ
1 Yes
J Yes
Cell 2 Cell 3
./ ./
./ /
Dike Dike
4A-E 4B-S
/ ./
J '/
Snra v Svstem
()
/ No
No
Cell 4A Cell 4B
./ ~
./ /
.;• ,,
/ -· /
White Mesa Mill -·scandard O perating Procedures
Book n: Env ironmental· Protection Manual, Section 3.1
General Mete'orological conditions :~
vn. DAR. y LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page 23 of37
Dally Leak Detection Checks are recorded :on the Daily Inspection Data form. included
as AttachmentA•l of tbe·DMT -Plan
VIlI OBSERVA TIONSOF POTENTIAL CONCERN
-W eeK ~ ~:ls el e-JiAJoAS co 111 f' le.-l-<
Action Required
Tailings Daily h1sp~tion Report
Tailings Sluny Disciaarge Location
Sol v.·hori_
C·ELLN0.1
n· 1-
ELL NO. 4B
So,v..+ioq . ..
Date : 101, /2.0,:0
Inspector:..-.-' , ' JI·\ •
IN1t1er ,No •ta£1
MILL SITE
N
White Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision:.EFRI 13.0
Page 17 of26
ATTACHMENT A-1
DAILY INSPECTION DATA
Inspector: --r;:"'ne r J.Jor,.-tL,J
Date: 10 /7 ho:n
Accompanied by:._""'-='-'ilJ'----
Time : /XOO
Any Item not "OK" must be documented. A check mark = OK. X = Action Required
VD. DAILY LEAK DETECTION CHECK
Cell l Cell 2 Cell 3 CeJL4A Cell 4B
/ , , ✓
Leak / Checked ./ Checked ./ Checked ../ Checked ✓ Checked
Detection
__ Wet~Dry __ Wet~Dry __ Wet~Dry ___!_ Wet __ Dry
_/
System __ Wet __ Dry
Checked
Initial level Initial level -Initial level -Initial level 13. ol.. Initial level 10 • 5'. -
Final Final Final Final Final
~ --level 190lS50Q level Jl3':l5 level level level
Gal. pumrv>A ◊ Gal. DUfflnPA b Gal. pumrv>A 0 Gal. pum ped 0 Gal. pumped • 0
Record Obsenrations of Potential Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
),
White Mesa Mill -Standard Operating Procedure.<1
Book 11: Environmental Protection Manwu, Section 3.1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAU., Y INSPECTION DATA
Inspector: -,-;flt1V-#oJl;b
Date; 10 /'7 /:J.o:v
Accompanied by:_,_M=½"'-~--
Tiine:_1$,...DQ....._ ____ _
Any Item not "OK" must be documented. A check mark =. OK. X = Action Required
L TAD.,INGS SLURRY TRANSPORT SYSTEM I
fns~tion Items ConditionR of Potential Concern Cell 1 Ccll2 Cell 3
Slu rry Pi peline Leaks, Damage, Blocka 11;e, Sham Bends 7 / ./
Pipeline Joints Leaks, Loose Connections ./ ✓ ./
Pioeline Sunn orts Dama2e, Loss of.Sunnort ./ ./ ./
Valves Leaks, Blocked, Closed ../ ./ /
Point(s} of Discharge ·hnpro pe r Location or Orientation 7 / /
IL OPERATIONAL SYSTEMS and ·INTERIOR of CELLS
Insaection Items Conditions of Potential Concern Cell l Cell2 Cell3
N ·-s . • E w
Interior Cell Walls .I ./ ✓ / / ./
Liner Observable Liner Damage / / I / J /
Water Level Greater Than Operating Level, Large ./ / ./
Change Since Previous Inspection
Beach Cra~. Severe Erosion, Subsidence J ./ ./
Liner and Cover 'Erosion of tover, Exoosure of Liner ../ ../ ./
Presence of Sediments Sediments should be saturated Yoi(N} NIA NIA
Nores:_Ge.1.LI 1-.... c:.r.il r mJe.n 11n -the:. l fMr vt's,'b]f. .......
~
Cell 4A Cell 4B
./ ./
./ ./
./ ./
✓ ./ ,
./ ./
Cell4A Cell4B
N S E w N S EW
/ / / / .I / / ~
/ I / / I / / /
../ ./
./ . ./
.J ./ ,,,-..._,
NIA Yo {N )
...
White Mesa Mill -.Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
ill. DIKES AND EMBANKMENTS
InsBection Items Conditions of Potential Dike 1-I Dike 1-
Concern lA
Slopes Sloughs or Sliding Cracks, No No
Bulges, Subsidence, Severe vjsibl~ visible
Erosion, _Moist Areas, Areas exterior exterior
of Seepage Outbreak slope or slope or
dike to dike to
insoect insoect
Crest Cracks, Subsidence, Severe No No
Erosion visible visible
exterior exterior
• slope or slope or
dike to dike to
-inspect insoect
IV. FLOWRATES l
03/17 Revision: EFR 2.5
Page 22 of37
Dike 2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect insoect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect inspect
Dike
4A-S
/
/
Slurrv.Linels'\ Pond Return S -X Tails
GPM n c)
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Point
Observed Entire Discharge Line
Vl. DUST CONTROL
Dustin_&_
Wind Movement of Tailings
Preci_l)_itation : il inches li.Quid
Slimes __"l ~ C, C. C. i
Cell 2
/
/
D
---r-_Yes
_____ Yes
Cell 3
../
✓
Dike Dike
4A-E 4B-S
/ /
/ /
Sorav Svstem
u
/ No
--No
Cell 4A Cell4B
./ ~
./ ..,
I
/, . . .
White Mesa Mit1-·standard Operating Procedures
Book n: Environmental Prolcclion Manual, Section 3.1
General M~rofogi.eal conditions:
Vll. DAILY LEAK DETECTION CHECK
03/17 Revision: EFR. 2.5
Page 23 of37
Dally Leak Detection Checks are recorded:on Oie Daily Inspection Dat.a fonn included
as Attachment A-1 of the DMT -Plan
vm OBSERVATIONS .OF POTENTIAL CONCERN
-tJo+kj -J-o repor+
Action Required
Tailings Daily lnsp~tion Report
Tailings Slull}' Discharge Location
Date : 10/7h.02,3
Inspector: -~,,,.~r ~0 1i
So\ v.-h Of'\
CELLNO-. 1
MILL SITE
N
White Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision:.EFRI 13.0
Page 17 of26
ATTACHMENT A-1
DAB.,Y INSPECTION DATA
Inspector: -,;: .... er ~oll:l_J
Date: 10/8/,.io-<3
Accompanied by:_,,~<,[.~CJ.~--
Time: lb30
Any Item not "OK" must be documented. A check mark = OK. X = Action Required
VIL DAILY LEAK DETECTION CHECK
Cell l Cell 2 Cell 3 Cell4A Cell 4B
/ / / ,, /
Leak ./ Checked ✓ Checked ./ Checked / Checked / Checked
Detection
__ Wet~Dry __ Wet~Dry __ Wet~Dry ~Wet / System __ Dry __ Wel __ Dry
Checked -Initial level Initial level .., Initial level -Initial level )3.3 Initial level 11.4~
Final Final Final Final Final -~ ,, 1408.500 7/JiS level level level level level
Gal. ouml'll"li ~ Gal. pumnHI D Gal. pum ped i) Gal. pumnM Q Gal. pum ped O
Record Obsenradons of Potential Concern and Actions Required on the Daily Inspection Form included in the Tailings Management • '
System (Appendix A-1)
•.• ·-
,
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Pror.ection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAILY INSPECTION DATA
Inspector: TMnt:r UoJI;½
Date; 10/~/;tol.3
Accompanied by:,Mai __
Time: lb30
Any Item not "OK" must be documented. A check mark = OK, X = Action Required
L TAILINGS SLURRY TRANSPORT SYSTEM r
InsnP.Ction Items eonditions of Potential Cnncem Cell 1 Ceu·2 Cell 3
Slurrv Pioeline Leaks, Damage, Blockai!e, Sham Bends 7 ./ ./
Pi peline Joints Leaks, Loose Connections ./ ./ ./
Pipeline Supports Damage, Loss of.Suooort / ✓ ./
Valves Leaks, Blocked, Closed ./ ./ ./
Point(s) of Discharge • Imorooer Location or Orientation ./ ../ ./
n. OPERATIONAL SYSTEMS and ·INTERIOR of CELLS
InQnf>.l'tion Items Conditions of Potential Concern Cell 1 Cell2 Cell3
: N ··s . • E w
Interior Cell Walls / / ./ / ./ ./
Liner Observable Liner Damage / ./ / / / /
Water Level Greater Than Operating Level, Large ,./ / /
Change Since Previous Inspection
Beach Cracks, Severe Erosion, Subsidence ./ ./ ./
Liner and Cover Erosion of cover, Exoosure of Liner ./ -./ ./
Presence of Sediments Sediments should be saturated Yo(N} NIA NIA . -r P II 1 h!R.c;. <.Ad ll'fJ.o(1(/n +h P. 1:-r vt"~•f..lt'
__j
Cell4A Cell 4B
./ ./
./ ./
./ ./
./ ../
../ ./
Cell 4A Cell4B
N S E w N S EW
/ / / / ,,I / ,,I ./
/ / / /'I/ / r
./ ../
./ ./
./ ../
NIA Yo/N) -
..
White Mesa Mill -Standard Operating Procedures
Book 11 : Environmental Protection Manual, Section 3 .1
m. DIKES AND EMBANKMENTS
Ins~tion Items Conditions of Potential Dike 1-I
Concern
Slopes Sloughs or Sliding Cracks, No
Bulges, Subsidence. Severe '6sibl~
Erosion, Moist Areas, Areas exterior
of Seepage Outbreak slope or
dike to
inspect
Crest Cracks, Subsidence, Severe No
Erosion visible
exterior
·slope or
dike to
.insoect
IV. FLOW RATES I
Dike 1-
lA
No
visible
exterior
slope or
dike to
insnect
No
visible
exterior
slope or
dike to
insoect
03/17 Revision : EFR 2.5
Page 22 of 37
Dike2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to.
insnect insoect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
ins oect ins pec t
Dike
4A-S
/
/
Slu rrv Lini>1s1 Pond. Reh,r.n S-X Tails
GPM f) D
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Point
Observed Entire Discharge Line
VI. DUST CONTROL
Dusting
Wind Movement of Tailin~s
Precioitati on: ,...., inches liQuid
Slimes 1..p:;,; \LI L
Ce ll 2
./
/
C)
__ ---,, __ Yes
_____ Yes
Cell 3
./
/
Dike Dike
4A-E 4B-S
./ ./
_/ /
Sorav Svstem
't)
/ No
No
Cell 4A Cell4B
/ ~
/ ./
White Mesa Mill -·standard Operating Pcocedures
Book 11: Environmental-Protection Manual. Section 3.1
General Meteorological co nditions:
VII. DAILY LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page23 of37
Daily Leak Detection Checks are recorded on the 'Daily Inspection Data form included
as Attachment A-1 of the ·DMT Plan
vm OBSERVATIONS .OF POTENTIAL CONCERN
;\Joi~ i {'errf
Action Required
Tailings Daily hlsp~tion Report
Tailin~ Slllll}' Discharge Locatiou
ELL~0.4B
So \t>..-tiOY)
J;
Date : tO/f<IJ.-02-J
Inspector~.,er. 1-J,,11,ol J
Sol v..·ho"
C-EUN0.1
Dike 1-
MILL SITE
N
While Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRI 13 .0
Page 17 of26
ATTACHMENT A-1
DAU. Y INSPECTION DATA
Inspector: "1en Gd r"4tl
Date: ,,o -, -23
Accompani~ by :i;-..,,.&r t:t.r1.":.L _
Time : 0700 I
Any Item not "OK" must be documented. A check maik == OK, X = Action Required
VII. DAU. Y LEAK DETECTION CHECK
Cell I Cell 2 Ce113 Cell4A Cell 4B
Leak ✓ Checked ✓ Checked / Checked ✓ Checked ,/ Checked
Detection
__ Wet___L'"Dry __ Wet_.Lory ___L_Wet __ Dry System __ Wet_L_.ory _L_Wet __ Dry
Checked
Initial level -Initial level -Initial level -Initial level~ Initial level I '$1)"1
Final Final Final F inal Final
level -level ,-level .-. level /H09,S"<)O level 7 t 31.f i'
Gal. oum--A C Gal. DUfflnP.rl D Gal. pum~n 0 Ga1. pum ped I!) Gal. pum ~A :a.
Record Obseeyations of Potential Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
;
White Mesa Mill -Standard Operating Procedures
Book 11 : Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAn..Y INSPECTION DATA
Inspector: Oc ,J:> G:treen
Date; 10-ot -2,,:3 f
Accompanied by: 'Gv,,t1.c,c Ht,l{i
Time: o 1 ao
Any Item not "OK" must be documented. A check mark =. OK, X = Action Required
L TAll..INGS SLURRY TRANSPORT SYSTEM
In_B pe_cti on ~ms <::011di1ioos of Potential Cmt<:eJll Celll Cell2 CeU 3 I Cell 4A I Cell 4B
Leaks , Damage, Bloclcag~. s: Bends
Leaks, Loose Connections .
Damage, Loss of.Su
Valves Leaks, Blocked, Closed
Point(s ) of Di sch ~e ·Impro per Location or Orientation
ll. OPERATIONAL SYSTEMS and INTERIOR of CELLS
Insoectio-n Items Conditions of Potential Concern Cell l Cell 2 Cell3 Cell 4A Cell4B
N ··s. E w N S E w N S E W
Interior Cell Walls ./ ",.,.. ,,,,.✓ r / ~ -✓ 1--::;. / ./ _..,,. v,.,.. ~ ~ /, ./ ,/ .,,
Liner Ob servable Liner Damage ./ ./ ✓ / / V ~ ./ ✓ ✓ -✓ ---✓ J ,,./ ,..,../ ~/
Water Level Greater Than Operating Level, Large
Cban g_e Since Previous lns oec tion ./ ./ . ..,,-.,,,,,.-/
Beach Cracks, Severe Eros ion, Subsidence ./ ,/ / --......-
Liner and Cover "Erosion of tover, Ex posure of Liner / ./ / / ✓
Presence of Sediments · Sediments should be saturated Yor @ NIA NIA NIA Yore> -: r>. , , , '--L .LL., ,;; ,. 'I ,..,. .,,..,-/..,..,,. .J,-1,..,o /4 4 ,,...-,,,,., "• J..f.,.. , I
...
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
ID. DIKES AND EMBANKMENTS
lns~ction Items Conditions of Pote!)t;ia1 Dike I-I Dike 1-
Concern lA
Slopes Sloughs or Sliding Cracks, No No
Bulges, Subsidence, Severe vj.sibl~ visible
Erosion, Moist Areas, Areas exterior exterior
of Seepage·Outbreak slope or slope or
dike to dike to
insoect insoect
Crest Cracks, Subsidence, Severe No No
Erosion visible visible
exterior exterior
• slope or slope or
dike to dike to
.insoect insoect
IV. FLOW RATES 1
03/17 Revision: EFR 2.5
Page 22 of37
Dike2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect inspect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect insoect
Dike
4A-S
/
/
Slurrv.LiMls) PondRetum S-X Tails
GPM " r,
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Point
Observed Entire Discharge Line
VI. DUST CONTROL
Dustin g
Wind Movement of Tailings
Precipitation: ,,.., inches liquid
Slimes 'f t;".c:;"' 3_0 C> I' •
Cell 2
/
/
(")
Yes
---z----::,,~Yes
Cell3
/
/
Dike Dike
4A-E 4B-S
,
/ /
/ /
Sorav Svstem
A
/ No
____ No
Cell4A Cell4B
./ /
✓-L
White Mesa Mill -·standard Operating Procedures
Book n: Environmental Protection Manual, Section 3.1
General Mete'orological conditions :
VIL DAn.Y LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page 23 of37
Daily Leak :Detection Checks are recorded :on the-Daily Inspection Data form included
as Attachment A-1 of the -DMT -Plan •
vm OBSERVA TION_S ,OF POTENTIAL CONCERN
Wu./4( IS\!\/' .p.,•Ja,.s 4
~e.e.W:.y we..l\ ~S-c.c~r(~
Action Required
Da
In
Tailings Daily hisp~tion Report
Tailings Sltury Discharge Locatiou
Sol v.·hot1
C-ELLNO~ 1
Dike 1-
MILL SITE
ed
N
,
/.
White Mesa Mill-Discharge Minimization Technology Monitoring Plan 01n2 Revision: EFRI 13.0
Page 17 of26
ATIACBMENT A-1
DAR. Y INSPECTION DATA
Inspector: Deen vi-rl4on..
Date: ,i,.J,4 --2.3 4 Accompanied by : z;.,...,cf/4.1(,1
Time: 0 1 .CO
Any Item not "OK" must be documented. A check mark= OK, X = Action Required
Vll. DAil.. Y LEAK DETECTION CHECK
Cell 1 Cell 2 Cell 3 Ce1L 4A Cell 4B
_,..,. ✓
Leak / Checked / Checked ./ Checked ./ Checked ./ Checked
Detection
__ wet_6ry __ Wet_Lory __Lwet __ Dry _Lwet __ Dry System __ Wet_L__Dry
Checked
Initial level -Initial level -Initial level -Initial level ,:;.,: Initial level • 3 . o-,
Final Final Final Final Final
level -level -level -level tl'/01J €Of> leve l 7 r :?>Cf S::
Gal. pumnPII ,., Gal. pumno>n r, Gal. puml'lP11 a Gal. oum ocd !2 Gal. pum pe-0 C)
Record Obsecyadons of Potential Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
,
White Mesa Mill -Standard Operating Procedures
Book 11: Environmen.tal Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAILY INSPECTION DATA
Inspector: O,. r .-i C-7moa.
Date; L()-,o -.rv • ir
Accompanied by::,;..,,,,,,-~/[, t
Time: OlOO
Any Item not "OK" must be documented. A check mark = OK, X = Action Required
I. TAILINGS SLURRY TRANSPORT SYSTEM I
Insoecti on Items Conditions of Potential Concem Cell 1 Cell2 Cell 3 Cell 4A
Slu rry Pi oeline Leaks, Dama2e , Blockas?:e, Sh arp Bends / -./ ./ ./
Pi peline Joints Leaks, Loose Connections ./ ./ ./ ./
Pipeline Su pports Damage, Loss of. Su ooort / / _/ ./
Valves Leaks, Blocked, Closed ./ / ./ /
Point(s) of Discharge ·hnpro oer Location or Orientation ✓ ./ ./ ./
IL OPERATIONAL SYSTEMS and -INTERIOR of CELLS
Insoec tion Items Conditions of Potential Concern Cell l Cell2 Cell3 Cell4A
N ··s. E w N S E w
Interior Cell Walls v' / './ I-✓ -✓ / ./' .,,,. i.,./ v ./
Liner Observable Liner Damage ,/ ./ •✓ .,./ / ✓ ✓ -./ v.../ .,,. /
Water Level Greater Than Operating Level, Large
/ Change Since Previous losoectioo / / /
Beach Crac~. Severe Erosion, Subsidence / /. / /
Liner and Cover 'Erosion of cover. Exposure of Liner / ./ / ✓-
Presence of Sediments Sediments should be saturated Yor QI NIA NIA NIA . -II I b~
.. ·, 1 i::.•:u .::e c:--c., ti.i e l ,0 10.c c: ~;:1 1''2 l t!,
.J /
Cell 4B
,/
./
./
./
./
Cell4B
N S E W
...,; v / ,.../ ---✓ -,., ~ i.,/ ,./ V
/
/
/
Yor8
White Mesa Mill -.Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3 .1
ill. DIKES AND EMBANKMENTS
Insgection Items Conditions of Potential Dike 1-1
Concern
Slopes Sloughs or Sliding Cracks,. No
Bulges, Subsidence, Severe -~sibl~
Erosion, Moist Areas, Areas exterior
of Seepage Outbreak slope or
dike to
insoect
Crest Cracks, Subsidence, Severe ·No
Erosion visible
exterior
slope or
dike to
-insoect
IV. FLOW RATES I
Dike 1-
lA
No
visible
exterior
slope or
dike to
insnect
No
visible
exterior
slope or
dike to
ins oect
03/17 Revision: EFR 2.5
Page 22 of 37
Dike2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to.
insnect inspect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect insoect
Dike
4A-S
./
/
Slurrv .Line£ s) PondRetum S-X Tails
GPM ,'II ~
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Point -
Observed Entire Discharge Line
VI. DUST CONTROL
Dusting
Wind Movement of Tailings
Precipitation: ,, inches liQuid
Slimes -~-,;.-~,;,'-r-2,
Cell 2
/
./
I",
Yes
---z~-Yes
Cell 3
✓
/
-
Dike Dike
4A-E 4B-S
./ /
/ /
Sorav Svstem
0
__ ..x.,_ __ No
_____ No
Cell4A Cell4B
/ L
✓ .,,,,-
White Mesa Mill -Standard Operating Procedures
Book n: Bnvironmental Protection Manual. Secti.on 3 .1
I Genetal M-.Ofogical conditionsc ....C./ a~-;:,,
Vll. DAU.. Y LEAK DETECTION CHECK
I
03/17 Revision: EFR 2 .5
Page 23 of37
I
Daily Leak :Oetection Checks are recorded on the ·Daily Inspection Data form included
as AttachmentA-1 ofthe·DMT .Plan
vm OBSERVATIONS .OF POTENTIAL CONCERN
-N;tt-.:7 -1--o rr"k.
I I I
Action Required
Tailings Daily lilsp~tion Report
Tailings Sluny Disciiarge Locatiou
Date : ,o .,,,o -u
Inspect~
So\ lA+; OJ'\
CEUN0.1
D ' 1-
MILL SITE
N
White Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRI 13.0
Page 17 of26
ATTACHMENT A-1
DAILY INSPECTION DATA
Inspector: DC C,l'J Cr:( rtTM!!tP-
Date: , O -1 \ -X3 _ D
Acco~panied by:,;ai,c< t:/ollfc.r..y
Time: '0700
Any Item not "OK" must be documented. A check mark= OK. X = Action Required
VIL DAILY LEAK DETECTION CHECK
Cell J Ce)] 2 Cell 3 Cell 4A Cell 4B
Leak ,/ Checked / Checked / Checked ./ Checked / Checked
Detection
System __ Wet_LDry __ Wet-L.Dry __ Wet_L_Dry _LWet __ Dry _L_ Wet __ Dry
Checked
Initial level -Initial level -Initial level -Initial level ,3,$: Initial level 1 'i,"t'S::
Final Final Final Final Final
level -level -level -level f'-# O'i 500 level '11 .~ lo( S::
Gal. oumn,,,Ll 0 Gal. oumnPLI a Gal. pumnr.tf 0 Gal. oum oed a Gal. pumped • a
Record 01,seeyadom of Potential Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
.. ..
;
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAil,Y INSPECTION DATA
lns_pector: Dun...v-·irmoo-
Date; 10 -·11 -~
Accompanied by:-,;M,_. ,-,.,.u,'.ly
T ime: tl1Dt2
Any Item not "OK" must be documented. A check mark = OK, X = Action Required
I. TAILINGS SLURRY TRANSPORT SYSTEM
Ins ~_ti_onJtems Celll Cell C~ll :3 I Cell-4
Leaks, Dama!!:e, Blockage , Sh arp Bends
Leaks, Loose Connections
Damage, Loss of. Sup pa rt
Leaks, Blocked, Closed
Point(s ) of Discharge Im proper Location or Orientation
Il. OPERATION~·sYSTEMS and ·INTERIOR of CELLS
Ins ru>r tion Items Conditions of Potential Concern Cell l Cell2 Cell3 Cel' 4A
N ·-s. 'E w N S E w
Interior Cell Walls ./ ./ ./ :/./ ./ fi ,/ _,I v./ ,,,._/
Liner Observable Liner Damage ,,.
./ ./ / ,/ ./ ✓ ./ ./ ./ ./
Water Level Greater Than Operating Level, Large
Change Since Previous Inspection ./ / / /
Beach Cracks, Severe Erosion, Subsidence ./ ./ ./ -./
Liner and Cover Erosion oftover, Exposure of Liner / /· / y
Presence of Sediments Sediments should be saturated Yor8 NIA NIA NIA
Ce..1 l I b«.s t.l!ie. :i:.o.i'l co.ld!.cit:1.0. :1:.li1t. HC!.c:c: ~~~a.1.c, ,
Cell4B
Cell4B
N S E W
" ~ ,. ./ .I .I
"" 1--v' ,/ ,./ ._;
/
/
./
Yor NJ
...
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
ID. DIKES AND EMBANKMENTS
Ins~tion Items Conditions of Potential Dike 1-1 Dike 1-
Concern lA
Slopes Sloughs or Sliding Cracks,. No No
Bulges, Subsidence, Severe vjsible visible
Erosion, Moist Areas, Areas exterior exterior
of Seepage Outbreak slope or slope or
dike to dike to
inspect inspect
Crest Cracks, Subsidence, Severe • ·No No
Erosion visible visible
exterior exterior
• slope or slope or
dike to dike to
.ins oect insoect
IV. FLOW RATES I
03/17 Revision: EFR 2.5
Page 22 of37
Dike2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect inspect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
ins oect insoect
Dike
4A-S
/
/
Slurrv.Lin..Js) PondRetum S-X ·Tails
GPM ~ ,.,
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Po1ilt •
Observed Entire Discharge Line
VI. DUST CONTROL
Dusting
Wind Movement of Tailings
Precipitation: 0 inches liauid
Slimes ,,,,-,,.--,'Id>
~
_____ Yes
V:::::: Yes
Cell 2 Cell3
L _L_
✓ .L_
Dike Dike
4A-E 4B-S
/ /
/ /
Sorav Svstem
i'\
__ ....._ __ No
_____ No
Cell 4A Cell4B
./ ./
/ ✓
/., .
-• ,II ~-.
White Mesa Mill -Standard Operating Procedures
Book r I : Environmental· Protection Manual, Section 3 .1
General Mete'orofogical conditions:
VB. DAILY LEAK DETECfION CHECK
03/17 Revision: EFR 2.5
Page 23 of37
Daily Leak Detection Checks.are recorded:on the ·Daily Inspection Dat.a form included
as Attachment A-1 of the DMT-Plan
vm OBSERVATION:S .OF POTENTUL CONCERN
N,o#v.·7 ~ rrr+;
Action Required
D
In
Tailings Daily Iusp~tion Report
Tailings Sluny Discharge Locatiou
Sol IA.+; Of'\
C·ELLN0.1
D" 1-
ELL .NO. 4B
So \IA~iori
• ~:
MILL SITE
N
White Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRI 13.0
Page 17 of26
ATTACHMENT A-1
DAll.Y INSPECTION DATA
1nspector: O un C.. 't'mt>II ~
Date: ,o -I a.-23
Accompanied by :~tf.t/.,~
Time: .t2$ DO f
Any Item not "OK" must be documented. A check mark = OK, X = Action Required
VU. DAO.. Y LEAK DETECTION CHECK
Cell I Cell 2 Celt 3 Cell 4A Cell 4B
Leak ,/ Checked ./ Checked j,,, Checked ./ Checked ✓ Checked
Detection
__ Wet_LDcy __ Wet---L.Dry _L.wet __ Dry System __ Wet_L_Dry _L_ Wet __ Dry
Checked
Initial level -Initial level -Initial level -Initial level ('!z,7 Initiallevel S: f'.C
Final Final Final Final Final
level _, level -level -level llfOlfoo level $0l'l2,
Gal. pum"'"A ()_ Gal. pum.,,.r1 Q Gal. oumnPli 0 Gal. pumped /'} Gal. pumnr.tl ««,-,
Record Observations of Potential Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
)
•.
White Mesa Mill -Standard Operating Procedures
Book 1 1: Environmental Protection Manual , Section 3.1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAil., Y INSPECTION DATA
Inspector: D C(JI G-: '1"' AKl
Date; ,n -,a-u . //
Accompanied by:~., ... "'1,(l'Jl...v
T ime: tl'BOO I
Any Item not "OK" must be documented. A check mark=. OK, X = Action Required
GS SLURRY
Celll ceu ·2 Cell3. I Cell ~A
e Leaks, Damage , Blockage , Sharp Bends
Leaks, Loose Connections
Orts Dama£e, Loss of. Support
Valves Leaks!.]:!locked, Closed
Poin!(s) of Discharge Improper Location or Orientation
IL OPERATIONAL SY-STEMS and ·INTERIOR of CELLS
Ins oection Items Conditions of Potential. Concern Cell 1 Cell2 Cell3 Cell4J
N ··s. 'E w N S E w
Interior Cell Walls ./ ./ ./ , ./ ./ ✓ ./ V
/ / ,/
Liner Observable Liner Damage ./ -./ /' ./ / /' ✓ ./ ,,. ./ /./
Water Level Greater Than Operating Level, Large
Change Since Previous Inspection / ./ ./ /,,,.
Beach Cracks, Severe Erosi on, Subsidence ./ './_ / J /
Liner and Cover 'Erosion of cover, Expasore of Liner / ./ ./ /
Presence of Sediments · Sediments should be saturated Yor(S) NIA NIA NIA
• C&.&f L h •' .U.....,, uil c:,,a1..,e.t'1d..4'. +-L> ~J.i-,.,c. ,d~,~. 1
CeU~B
Cell4B
N S E w ,,,. ,,-:✓ V V/ ,,,. ✓
.,,. ~.I // ✓'
./
.//
/
,.
Yor S
---"'t-
l.c
White Mesa MUI -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
ID. DIKES AND EMBANKMENTS
lnsQection Items Conditions of PQtenlial .Qike 1-1 Dike 1-
rnncem lA
Slopes Sloughs or Sliding Cracks, No No
Bulges, Subsidence, Severe vj.sibl~ visible
Erosion, Moist Areas, Areas exterior exterior
of Seepage Outbreak slope or slope or
dike to dike to
iosoect insp ect
Crest Cracks, Subsidence, Severe ·No No
Erosion visible visible
exterior exterior
slope or slope or
dike to dike to
.insoect insoect
IV. FLOWRATES I
03/17 Revision: EFR 2.5
Page 22 of37
Dike2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insaect inspect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect inspect
Dike
4A-S
/
/
Slurrv -LiruaJs) Pond Return s·-X Tails
GPM " ,....
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Point
Observed Entire Discharge Line
VI. DUST CONTROL
Dusting_
Wind Movement of Tailin gs
PreciQ_itation : ~ inches liquid
Slimes ~!>°~"__:r___K£
,,.,
_____ Yes
./ Yes
Cell 2 Cell 3
/ /
L L
Dike Dike
4A-E 4B-S
/ /
/ /
Snrav Svstem
-.
______ No
_____ N.o
Cell 4A Cell4B
./_ ~
/ L.
/:·. --
'.
White Mesa-Mill-Standard Operating Procedure11
Book n: EnY itonmental Protection Manual , Section 3.1
General Meteorological conditions: C It o-e
Vll. DAILY LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page 23 of37
Daily Leak Detection Checks are recorded -on the Daily Inspection Data fonn included
as Attachment A-1 of the DMT Plan
VIll OBSERVATIO~S OF POTENTIAL CONCERN
-l \ ~ ~ b~,.. ;oJ
Adion Required
Tailings Daily fusp~tion Report
Tamn~ Sluny Disciuu:ge Locatiou
ELL.NQ. 4B
s ~ \ I).. ·ho 11_
Date: ,a ... ,
Inspec • 1
So\ v-+;of\
C·ELLN0.1
Dwl•
MILL SITE
N
White Mesa Mill-Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRI 13.0
Page 17 of26
ATTACHMENT A-1
DAILY INSPECTION DATA
1nspector: :r;,Qll(t" JLn~u..{
Date: 10/13/.io.2.1 --J
Accompanied by :~c1~1'~-
T ime: Q'f ()O
Any Item not "OK" must be documented. A check mark = OK, X = Action Required
VIL DAB.. Y LEAK DETECTION CHECK
Cell I Cell 2 Cell 3 CeU4A Cell 4B
/ ,/ / ., ,
Leak
,
Checked ./ Checked ./ Checked ./ Checked. / Checked
Detection / __ Wet~Dry __ Wet _/Dry _Lwet __ Dry _!__ Wet __ Dry System __ Wet __ Dry
Checked
I Initial level -Initial level -Initial level -Initial lev el l'!>.~ Initial level 7 . ¥,
..
Final Final _, Final / Final Final
' l'i08SDO 801&'.d.. level level 1evel level le ve l
Gal. pumoed D Gal. pumnPLi Q Gal. pumnPn t) Gal. pum ped Q , Gal. pum ped 0
Record Observations of Potendal Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
_;
. •.
White Mesa Mill -Standard Operating Procedures
Book 11 : Environmental Protection Manual, Section 3 .1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAil,Y INSPECTION DATA
Inspector:--1 Mt1t.r Ho 1/idaj
Date ; 10 11~/.:l0 ?,.1
Accompanied by:__&:
Time: . _Q'f!)Q_
Any Item not .. OK" must be documented. A check mark = OK, X = Action Required
I. TAil.INGS SLURRY TRANSPORT SYSTEM I
rns~tion Items Condition11 of Potential Concern Cell I Cell2 Cell 3
Slu rrv Pioeline Leaks, Damage. Bloclau!e, Sh am Bends ./ ./ ./
Pioeline Joints Leaks, Loose Connections ..7 ../ ✓
Pineline Sup ports Dam~e.LossofSuooort ./ ✓ ✓
Valves Leaks, Blocked, Closed / ,./ /
Point(s) of Discharge Jmprooer Location or Orientation / / ./
IL OPERATIONAL.SYSTEMS and JNTERIOR of CELLS
Josnectio~ Items Conditions of Potential Concern Cell 1 Cell2 Cell3
N ··s . • E w
Interior Cell Walls / ./ / ./ /
Liner Observable Liner Damage ✓ / / / ./ ./
Water Level Greater Than Operating Level, Large ../ ./ ./ Change Since Previous Insoection ,r
Beach Cracks, Severe Erosion. Subsidence ../ ./ ./
Liner and Cover Erosion of cover, Exposure of Liner ./ ./ ./ , ~
Presence of Sediments Sediments should be satumted Yo(N ) NIA NIA -· • ~1 I b•l J o,1 Ge>vl!::rin.a, -t),e.. }' ""r ,1:"',·i 1~
\.,)
Cell 4A Cell4B
./ /
./ /
v' ✓
./., ✓
./ ✓
CeU4A Cell4B
N S E w l' S E w
./ ./ / / ,./ V ./ /
/ / / ./ I/ ./ / /
/ .../
.../ /
../ ./
NIA Yo(N)
...
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
ID. DIKES AND EMBANKMENTS
Ins"ection Items Conditions of Pomntial Dike 1-1
Concern
Slopes Sloughs or Sliding Cracks, No
Bulges, Subsidence, Severe vjsibl~
Erosion, Moist Areas, Areas exterior
of Seepage Outbreak slope or
dike to
inspect
Crest Cracks, ·subsidence, Severe No
Erosion visible
exterior
• ·slope or
dike to
-ins oect
IV. FLOWRATES I
Slu rrv -LinPi s'
GPM 0
Dike 1-
lA
No
visible
exterior
slope or
dike to
inspect
No
visible
exterior
slope or
dike to
insnect
03/17 Revision: EFR 2.5
Page 22 of37
Dike2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to.
ins oect inspect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
ins oect ins pect
Dike
4A-S
/
/
Pond.Retum S-XTails
0 c)
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Point
Observed Entire Discharge Line
VI. DUST CONTROL
Dustinit
Wind Movement of Tailin gs
Preci pitation: · D inches li quid
Slimes L-t5t ::1.:3 q_ t,
Cell 2
/
./
/ Yes
7 Yes
Cell 3
.../
../
Dike Dike
4A-E 4B-S
J J
/ /
Snrav Svstem
0
/ No
No
Cell4A Cell4B
_/ ../
..,/ /
/-····-·
White Mesa Milt -·standard Operati ng Procedures
Book n: Environmenta.l Protection Manual, Section 3.1
General Meteorological conditions: --11 1
VIL DAILY LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page23 of37
Daily Leak Detection Checks are recorded.on the-Oaily Inspection Dat.a form included
as AttachmentA-lof the DMT Plon •
VIll OBSERVATIONS .OF POTENTIAL CONCERN
-Week~ -k_;}_s f'~o+oS co"'fli.k
-• Week.!j i.;ls elev~h•A.S cOMple{
Action Required
·Tailings Daily h1sp~tion Report
Tailings Sluny Discharge Location
ELL NO. 4B
S~\""'+;o'l_;
Date : l(>(l.3/:w%3
Inspector:~.,.ner .~liil .. J·
So\ v-+; Of'\
C-ELLN0.1
MILL SITE
N
. .
White Mesa Mill -Discharge Minimiz.ation Technology Monitoring Plan 01/22 Revision: EFRI 13.0
Page 17 of26
ATTACHMENT A-1
DAR.Y INSPECTION DATA
Inspector: Kc..,, ... ~ e, ~-vb
Date: ID ,/1./ •2 0 '2-:l
Accompanied by:~
Time:_O~Q o
Any Item not "OK" must be documerited. A check mark = OK, X = Action Required
VII. DAD., Y LEAK DETECTION CHECK
Cell l Cell 2 Cell 3 Cell 4A Cell 4B
Leak ✓ Checked / Checked / Checked / Checked _.--Checked
Detection
System __ Wet~Dry __ Wet~Dry __ Wet .,,,..,.-Dry .,,,,,,-Wet Dry ✓Wet __ Dry
Checked
Initial -level I~ ."f Initial level -Initial level -Initial level -Initial level 7, 2 2.
Final Final FinaJ Final Final • -level -level -level~8 500 level 80 / 82= level
Gal. oum"""' 0 Gal. oum~.rl 0 Gal. pUfflnM 0 Gal. p umnPA 0 Gal. purnnP.n ("')
Record Obsenations of Potential Concern and Actions Required on the Daily Inspection Form included in the Taillngs Management
System (Appendix A-1)
,
•.
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual , Section 3.1
03/17 Revision: EFR 2.5
Page21 of37
APPENDIX A-1
DAILY INSPECTION DATA
Inspector: ~+\it g. \,, d2
Date; IO• l'f • 20 2:~
Accompanied by:-1:!L.A
Time:O f,OO
Any Item not "OK" must be documented. A check mark = OK, X = Action Required
L TAILINGS SLURRY TRANSPORT SYSTEM r
Insoection ltems Conditions of Potential Concern Cell 1 Cell2 Cell 3
Slurry Pipeline Leaks, Damage, Blockage, Sham Bends .,,,,,,..,-,/ _,,/
Pioeline Joints Leaks, Loose Connections /' / /
Pipeline Suooorts Damal!e, Loss of. Suonort / / /
Valves Leaks, Blocked, Closed / / /
Point(s) of Discharge ·Improper Location or Orientation 7 ./ /
Il. OPERATIONAL SYSTEMS and INTERIOR of CELLS
Insoecti.on Item~ Conditions of Potential Concern Cell l Cell 2 Cell3
N ··s . • E w
lnlerior Cell Walls / / / / / /
Liner Observable Liner Damage / / ,/ ./ / ,/
Water Level Greater Than Operating Level, Large / Change Since Previous Inspection / /
Beach Cracks, Severe Erosion, Subsidence / / /
Liner and Cover Erosion of tover, Exposure of Llner / / /
Presence of Se.diments Sediments should be saturated Yori-Tl NIA NIA
--LLII :ILi HA~ -1-J.L S o,"I I",..,,~,,.,. .u.,., L.:,. I_,... v I c.}bl"-...,
Cell 4A Cell4B
./ /
/ r"
,./ ,,,/
/ _/
/ /
Cell 4A Cell 4B
N S E w N S E w
/ / / .,, / / / /
/ ./ / / / / / /
/ /
/ /
/ /
N/A Yor®
~:·
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3. l
m. DIKES AND EMBANKMENTS
InsQection Items Conditions of Potential Dike 1-1 Dike 1-
Cgncem lA
Slopes Sloughs or Sliding Cracks, No No
Bulges, .subsidence, Severe yjsibl~ visible
Erosion, Moist Areas, Areas exterior exterior
of Seepage Outbreak slope or slope or
dike to dike to
inspect insoect
Crest Cracks, 'Subsidence, Severe No No
Erosion visible visible
exterior exterior
slope or slope or
dike to dike to
.insoect insoect
IV. FLOW RATES I
03/17 Revision: EFR 2.5
Page 22 of37
Dike2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to.
insoect insoect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect insoect
Dike
4A-S
✓
/
Slurrv.Linels) Pond.Return S-X Tails
GPM 0 C>
V. PHYSICAL INSPECTION OF SLURRY LINES(S).
Walked to Discharge Po1ht •
Observed Entire Discharge Line
VI. DUST CONTROL
Dostioia
Wind Movement of Tailings
Precioitation: 0 inches liauid
Slimes L.} 'i, lq ~ o
n
Yes -----
.,,,,-Yes
Cell 2 Cell 3 ,,,,... /
/ /
Dike Dike
4A-E 4B-S
/ /
/ /
Snrav Svstem
u
,_,,,,,,-No
No
Cell 4A Cell4B
/ /
/ /
/,,
.. -. ',, ~
White Mesa Mill -·standard Operating Procedures
Book n : En vironmental· Protection Manual , Section 3.1
General Mete'orofogical conditions :
vn .. DAn.Y LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page 23 of37
Daily Leak Detection Checks are recorded on the Daily Inspection Data form included
as Attachment A-1 of the DMT -Plan
vm OBSERVATIONS·.OF POTENTIAL CONCERN
No1i\~~_, +-o ~or7
Action Required
f\.) 0 i, e:...
Tailings Daily Insp~tion Report
Tailings Sluny Discharge Location
So\ v..·h or'\
C·ELLN0.1
ELL NO. 4B
s~ \IA+io1l
l '.
Date: lo -1'(-ZL)2::>
Inspector: ~-ff. ?v ~c.'4-s
Dike 1-
MILL SITE
N
White Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision:.EFRI 13.0
Page 17 of26
ATTACHMENT A-1
DAR. Y INSPECTION DATA
Inspector: k'c.,.-,cHff4L..h
Date: /0• •~ ·UZ-!io
Accompanied by:...M.LA
Time: 07'15
Any Item not "OK" must be documented. A check mark= OK. X = Action Required
Vll. DAil, Y LEAK DETECTION CHECK
Cell 1 Cell 2 Cell 3 CelL4A Cell 4B
Leak ✓ Checked ---Checked .,,,,,-Checked .,./ Checked ../ Checked
Detection
System __ Wet~Dry _._Wet~Dry __ Wet ..,,.-pry _LWet __ Dry ✓Wet ___ Dry
Checked
Initial level --Initial level -Initial level -Initial -level I '.3.1 Initial level 7, '2--2.
Final Final Final Final Final
level -level -level -level )'fof15¢0 level $Ol ~~
Gal. PUfflnP.rl 0 Gal. PWD "'"'' 0 Gal. pumned 0 Gal. pum oed rJ Gal. pumped 0
Record Obsenatlons of Potential Concem and Actions Required on the Daily Inspection Form included in the Tatllngs Management
System (Appendix A-1)
;
White Mesa Mill -Stand ard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAll.. Y INSPECTION DATA
lnspCGtor: K+, •di, g L&r:b
Date; lo -15,zoz ,~
Accompanied by:~
Tiine: 0 7 Lf.5
Any Item not "OK'' must be documented. A check mark = OK, X == Action Required
L TAil,INGS SLURRY TRANSPORT SYSTEM 1
rnsoecrion Items Conditions of Potential Conce.m Cell 1 Cell2 Cell 3
Slu rrv Piveline Leaks, Damage , Blockage , Sham Bends ·/ / /
Pipeline Joints Leaks , Loose Connections / / /
Pioeline Su pp orts Damaee, Loss of. SUDPOrt / / ./
Valves Leaks, Blocked, Closed / / /
Point(s) of Discharste Imorooer Location or Orientation / / /
IL OPERATIONAL.SYSTEMS and ·INTERIOR of CELLS
Insoection Items Conditions of Potential Concern Cell 1 Cell 2 Cell 3
N ··s . • E w
Interior Cell Walls / / / ./ / .,,...
Liner Observab,le Liner Damage / / I/ ./ ./ ./
Water Level Greater Than Operating Level, Large / / Change Since Previous Insoection /
Beach Cracks, Severe Erosion, Subsidence / ,, /
Liner and Cover ·Erosion of tover, Exposure of Liner / / ./
Presence of Sediments Sediments should be satumted Y o r(N) NIA NIA --:ulllH Ha.:iH., ~otl ~~tJcci11~ :tb,, l"°t,u c i.!i'~i'bl,
Cell 4A Cell4B
_,,,,,,,.. /
/ _,,/
/ ./
/ /
/ /
Cell4A Cell4B
N S E w N 5 E w
/ V / / / / / /
/ / / / i/ // /
/ /
/ /
./ /
NIA Yoill
...
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
ID. DIKES AND EMBANKMENTS
Iim~ccgon Items Conditions of Potential Dike 1-1 Dike 1-
ConrPJT1 lA
Slopes Sloughs or Sliding Cracks, No No
Bulges, Subsidence, Severe visibl~ visible
Erosion, Moist Areas, Areas exterior exterior
of Seepage Outbreak slope or slope or
dike to dike to
insoect insoec l
Crest Cracks, Subsidence, Severe No No
Erosion visible visible
exterior exterior
slope or slope or
dike to dike to
.insnect ins oect
IV. FLOWRATES I
03/17 Revision: EFR 2.5
Page 22 of37
Dike 2 · Dike 3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect insoect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
ins pect ins oect
Dike
4A-S
/
/
Slnrrv .L•N>i s) PondRetum S-XTails
GPM D 0
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Point
Observed Entire Discharge Line
VI. DUST CONTROL
Dustin!!.
Wind Movement of Tailin es
Precioitation : 0 inches liauid
Slimes 'I~ b(,O 19
Cell 2
./
/
CJ
Yes ------::---✓ Yes
Cell 3
/
/
Dike Dike
4A-E 4B-S
/ /
/ /
Sora v S vstem
n
---&~ __ No
_____ No
Cell4A Cell4B
/ ..,,.-
/ ✓
/-··,
White Mesa Mill -Standard Operating Procedures
Book n : Env iro nmental Protection Manual, Section 3.1
General Metf>..orofogical conditions: C. I '4C
VU .. DAILY LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page 23 of37
Daily Leak .Detection Checks are recorded on the Daily Inspection Data form included
as Attachment A-1 of the DMT Plan
VIll OBSERVATIONS .Oli' POTENTIAL CONCERN
Noth~ +-o ~or--1-
Action Required
}J on·e.-
Tailings Daily Insp~tion Repo1t
Tailings Sluny Disci1arge Location
Sol v..·h Or'\
C-ELLN0.1
ELL NO. 4B
s~\v..+io,l
Date: I O• J 5 . 2.0 2.-,
Inspector:/44.JtM-f'9 R~~
Dike 1-
MILL SITE
N
White Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRI 13.0
Page 17 of26
ATI'ACHMENT A-1
DAU. Y INSPECTION DATA
Inspector: 7 o.on,r Jl, 11:J.,.j
Date: 10 / I'-/,.t.Q ,:1,3
Any Item not "OK" must be documented. A check mark = OK, X = Action Required
VII. DAU.. Y LEAK DETECTION CHECK
Cell 1 Cell 2 Cell 3 Cell 4A Cell 4B
/ / / / /
Leak ./ Checked ✓ Checked ✓ Checked ✓ Checked ./ Checked
Detection
./ Dry __ wet__Lnry /Dry __!_ Wet __ Dry ~Wet __ Dry System __ Wet __ Wet
Checked
Initial level -Initial level -Initial level .. Initial level I"!.. '1 Initial level ~. 07
Final -Final Final Final Final
level level -level -level l"IC)~O level KO I g;z..
Gal. oum.,...,.f Q Gal. oum ru>rl Q Gal. oum ned 0 Gal. pumned Q Gal. oumnPA 0
Record Obsenrations of Potential Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
', -
.• ... ·.
White Mesa Mill -Standard. Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 21 of 37
APPENDIX A-1
DAILY INSPECTION DATA
Inspector: ::i;.,,n,:-c HP ll•di).;
Date; 10/1c,h,o~3 .J
Accompanied by:c_.10.,_,rtt~--
Time: 0730
Any Item not "OK" must be documente.d. A check mark = OK, X = Action Required
I. TAILINGS SLURRY TRANSPORT SYSTEM I
Iilsoection Items Conditions of Potential Concern Cell I Cell2 Cell 3
Slurrv Pioeline Leaks, Damage, Blockae:e, Sham Bends ./ ./ ./
Pipeline Joints Leaks, Loose Connections / ../ ✓
Pipeline Supports Damage , Loss of Support / ./ ✓
Valves Leaks, Blocked, Closed ,/ ./ ./
Point(s ) of Discharge ·Imorooer Location or Orientation ./ ✓ ./
II. OPERATIONAL SYSTEMS and INTERIOR of CELLS
Immection Items Conditions of Potential Concern Cell l Cell 2 Cell3
N ··s. 'E w
Interior Cell Walls ./ / / ./ ./ ✓
Liner Observable Liner Dama~e / / / / ./ ./
Water Level Greater Than Operating Level, Large / ./ ./
Chan~e Since Previous Insoection
Beach Cracks, Severe Erosion, .Subsidence ../ ./ ../
Liner and Cover Erosion of cover, Exposure of Liner ./ ../ ../
Presence of Sediments Sediments should be sarorated Y or/fil) NIA NIA
t.J,_,.,~'. c. .. 11 I \..._, t.. .... ,'\ r,nJP.11 nn.. +h, 1:r1,.r U 151hl ... -
"-.)
Cell4A Cell4B
./ ./
./ ../
./ ./
J ./
./ ../
Cell 4A Cell 4B
N S E w t-. S E w
./ / / ./ ./ ./ .,,, ~
✓ / / ../ ./ / ✓ -
/ /
./ /_,
../ / "'
NIA Yo{N) -
~.
...
'I
White Mesa Mill -Slandard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
ID. DIKES AND EMBANXM.ENTS
ln~~CtiQD lte~ Conditions of Potential Dike 1-1
ConrPm
Slopes Sloughs or Sliding Cracks, No
Bulges, Subsidence, Severe -6.sible
Erosion, Moist Areas, Areas exterior
of Seepage Outbreak slope or
dike to
inspect
Crest Cracks, Subsidence, Severe ·No
Erosion visible
exterior
·slope or
dike to
-ins oect
IV. FLOW RATES I
Slurrv .Lin,-J s)
GPM 0
Dike 1-
lA
No
visible
exterior
slope or
dike to
insoect
No
visible
exterior
slope or
dike to
inspect
03/17 Revision: EFR 2.5
Page 22 of37
Dike 2· Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
inspect insoect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect ins pec t
Dike
4A-S
j
J
PondRetum S-X Tails
0 0
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
-
Walked to Discharge Point
Observed Entire Discharge Line
VI. DUST CONTROL
Dustio_g
Wind Movement of Tailin gs
Precif)itation: 0 inches li quid
Slimes ~i;C:.~13 )
CeU2
./
./
_____ Yes
_____ Yes
Cell 3
./
./
Dike Dik~
4A-E 4B-S
)· /
/ /
Sorav Svstem
0
/ No
-No
Cell 4A Cell4B
.../ ~
./ /
White Mesa Mill-Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
r emtll!etlOololbiical conditions, :.~'"j
VIL DAll, Y LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page 23 of37
Daily Leak Detection Checks are recorded :on tbe'Daily Inspection Data fonn included
as AttachmentA-1 of tbe •DMT--Plan •
VIII OBSERVATION:S·.OF POTENTIAL CONCERN
e)(diwi~ (>)eelc~ s»v .R'l-1-w.
Action Required
Tailings Daily Insp~tion Report
Tailings Sluny Discharge Locatiou
So 1 v.·h Cr'\
CELLN0.1
Date: w/H,,IM:J0
Inspector:~,,,,e~ ijl)Jl~d~
Dik.e 1-
MILL SITE
N
White Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision : EFRI 13.0
Page 17 of26
ATTACHMENT A-1
DAil,Y INSPECTION DATA
Inspector:-"To anc • !}o Jl Ja~
Date : 10 /1"1/:2.D;l..'1,
Accompanied by:,..c£~"--
Time:_0_8 00
Any Item not "OK" must be documented. A check mark= OK, X = Action Required
VD. DAILY LEAK DETECTION CHECK
Cell 1 Cell 2 Cell 3 Cell 4A Cell 4B
, I I / ,
Leak ./ Checked ✓ Checked 7 Checked
,,
Checked ./ Checked
Detection
__ Wet~Dry __ wet__!'_ory __ Wet~Dry _f_wer __ Dry ~Wet __ Dry System
Checked
InitiaJ level -Initial level -Initial level -Initial leve l \J .'\ Jnitial level 8'-'f
Fi nal ..; Final Final FinaJ Final
~ . level l'i0g.s£)D level 8018;2.. Jevel level level
Gal. DUfflnPA 0 Gal. oum""A Q Gal. oum oed 0 Gal. pu mped Q Gal. ouml'lPl"I c)
Record Observations of Potential Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
Syst.em (Appendix A-1)
.,
..
White Mesa Mill -Standard Operating Procedures
Book 11 : Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 21 of 37
APPENDIX A-1
DAU, Y INSPECTION DATA
Inspector: -,;,,"tr J}. J li'1..::t
Date; ,o/ 17/;t0?,'.) ✓
Accompanied by:.L,......=~c,__ __
Time: axoo
Any Item not "OK" must be documented. A check mark =.OK, X = Action Required
I. TAILINGS SLURRY TRANSPORT SYSTEM I
Iils oection Items Conditions of Potential Concern Cell 1 Cell2 Cell 3
Slurry Pi oelin e Leaks, Damage , Bloc kage, Sham Bends / ./ ../
Pi pe line Joints Leaks, Loose Connections ./ ./ ./
P ipeline Su oo orts Dam lll!e, Loss of. Su oo ort ✓ ./ ✓
Valves Leaks, Blocked, Closed ./ ./ ../
Point{s) of Dischar ge lm oro oer Location or Orientation ✓ ✓ ✓
D. OPERATIONAL .SYSTEMS and -INTERIOR of CELLS
lmmection Items Conditions of Potential Concern Cell l Cell2 Cell 3
N ··s . • E w
Interior Cell Wall s / 7 ./ ./ ./ ./
Liner Observable Liner Damage ..I / ./ / ../ ✓
Water Level Greater Than Operating Level, Large ./ / / Chan ge Since Previous Insot~tion
Beach Cracks, Severe Erosion, Subsidence / / ./
Liner and Cover 'Erosion of oover , Exoosure c1fLiner J ../ ../
Presence of Sediments Sediments should be saturated Y oi(NJ NIA NIA
~ r ell l hr,.~ '°"d ,,...,~,..~na +~ li~,r-"~le. ~
Cel1 4A Cell4B
./ ../
./ ./
✓ ./
✓ ../
/ ./
Cell 4 A Cell4B
N S E w N S E W
./ / ./ ./, ./ ./ ./ ✓,,.
./ / ./ ✓ / ./ ./ ✓
/ /
./ ✓ ,
✓ ✓ .
NIA Yo{NJ
-
' ~
White Mesa Mill -Standard Operating Procedures
Book 11: Environ~ental Protection Manual, Section 3.1
ffi. DIKES AND EMBANKMENTS
Ins(1ection Items Conditions of Po~ntial Dike 1-l Dike 1-
Con~ern lA
Slopes Sloughs or Sliding Cracks, No No
Bulges. Subsidence, Severe -visibl~ visible
Erosion, Moist Areas, Areas exterior exterior
of Seepage Outbreak slope or slope or
dike to dike to
inspect insoect
Crest Cracks, Subsidence, Severe 'NO No
Erosion visible visible
exterior exterior
·slope or slope or
dike to dike to
,insoect insoect
IV. FLOW RA TES I
03/17 Revision: EFR 2.5
Page 22 of37
Dike2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to.
insoe ct ins oect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
ins oec t insoecc
Dike
4A-S
✓
J
Slurrv -Linef!:'I Pond Return S-X Tails
GPM 0 0
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Po1in
Observed Entire Discharge Line
VL DUST CONTROL
Dusting
Wind Movement of T ailin ~s
Preci oitation: () inches li Quid
Slimes L.J S7 03''-1'-
0
, Yes
J Yes
Cell 2 Cell 3
./ ./
../ ./
Dike Dike
4A-E 4B-S
J j
J ✓
Sorav Svstem
()
./ No
No
Cell 4A Cell 4B
.,/ _,/
../ v
/, . . -. ~ ,..
. .
White Mesa Mill -·standard Operating Procedures
Book n: En"1ronmental Protection Manual, Section 3.1
I Geoenl Metibtologlcai conditions: >-"()
Vll. DAR, Y LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page 23 of37
Daily Leak Detection Checks are recorded .on the Daily Inspection Data form included
as Attachment A-1 of the ·DMT Plan •
vm OBSER.VATION_S .OF POTENTIAL CONCERN
-s+.J~~ _%,--&\J . s"'rnf l :nj" -. w ~~ we II Lhec.k.) COP7f>Jet("
-VJ~1<~ -h,_;)5 .phofo.s co..ipkiJ-~
Action Required
Tailings Daily Insp~tion Report
Tailings Sluny Discharge Location
Date : 101 r1 /'-D1:)
Illspector:~~""~'. Uv11:l"'J
So\ v..·h ·of'\
CEUN0.1
Dike 1-
MILL SITE
N
..
..
White Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision:.EFRI 13.0
Page 17 of26
ATTACHMENT A-1
DAR. Y INSPECTION DAT A
Inspector: ::µ.n ou: HolliiLt
Date: 10 /t'i{/~;.t-3 ~
Accompanied by:.""'c1,,..,v.=a __
Time:__Q_llO
Any Item not "OK" must be documented. A check mark = OK, X = Action Required
VII. DAD.. Y LEAK DETECTION CHECK
Cell 1 Cell 2 Cell 3 Ce114A Cell 4B
,. ,, / ,/ /
Leak / Checked / Checked Checked / Checked ✓ Check.ed
Detection
__ Wet__:::_Dry __ Wet~Dry __ Wet~Dry __!_wet ~Wet_· __ Dry System __ Dry
Checked
Initial level -Initial level -Initial level -Initial level ,~.4 Initial level g.(fO
Final Final Final Final
\'\Oi ;Pc)
Final -80l8.2. level -level level -lev-el level
Gal. pumoed b Gal. DUffinP.fl Q Gal. pumnf'..d ,.., Gal. pumnP.<I 0 Gal. pum ped 0
Record Obsei,-ations of Potential Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
' < ..
,;
White Mesa Mill -Standard Operating Procedures
Book 11: Environmenl.Bl Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAILY INSPECTION DATA
lnspector:-f'Maer IJolliJ 'zj
Date; 10/ISSh.o,'.lJ
Accompanied by:.Ln...ecV/t:u:._ __
Time: O'l$30
Any Item not "OK" must be documented. A check mark = OK, X = Action Required
L TAil..INGS SLURRY TRANSPORT SYSTEM I
Iils nec tion Items eonctitions of Potential. Concern Cell 1 CeU '2 Cell 3
Slu rrv Pioeline Leaks, Damage, Bloclcaire, Sham Bends / ./ /
Pioeline Joints Leaks, Loose Connections / ./ ./
Pipeline Suoob rts DllDlllR'e, Loss of.Sunnort -✓ ✓ ../
Valves Leaks, Blocked, Closed ./ ✓ ✓
Point(s) of Discharge • Im oroaer Location or Orientation J ✓ J
Il. OPERATIONAL SYSTEMS and ·INTERIOR of CELLS
lnsoection Items Conditions of Potential Concern Cell l Cell2 Cell3
N ·-s . • E w
Interior Cell Walls / ./ ./ ./ ./ ./
Liner Observable Liner Damage ./ ./ ./ ../ ./ ./
Water Level Great,et Than Operating Level, Large ./ J /
Change Since Previous lnspcction
Beach Cracks, Seve.re Erosion. Subsidence ✓ ./ ../
Liner and Cover Erosion of cover, Exposure of Liner ../ ✓ /
Presence of Sediments Sediments· should be saturated Yor(N ) NIA NIA
u /" .... JI I h ,.~ c;.,... ·t l"n\Jrr-.r,a +.ht> llM-<" ✓l~iJ, le -
\J
Cell4A Cell4B
./ ./
./ ./
../ ./
./ J
./ ../
Cell 4A Cell4B
N S E w N S E W
./ ./ J ,/ ./ ✓ ,/ ../
./ ✓ ,/ ✓ ...I .✓ ./ ...,,
J /
/ /
o/ ./
../ ✓
NIA Yoi/N) -
-
~
White Mesa Mill -Standard Operating Procedures
Book 11 : Environmental Protection Manual, Section 3 .1
DI. DIKESAND EMBANKMENTS
Ins12ectiog Items Conditions of PQ~Dtial Dike 1-1
C'nncem
Slopes Sloughs or Sliding Cracks, No
Bulges, Subsidence, Severe visible
Erosion, Moist Areas, Areas exterior
of Seepage Outbreak slope or
dike to
insoect
Crest Cracks, Subsidence, Severe No
Erosion visible
exterior
• ·slope or
dike to
.inso ect
IV. FLOW RATES I
Qike 1-
lA
No
visible
exterior
slope or
dike to
insoect
No
visible
exterior
slope or
dike to
insoect
03117 Revision: EFR 2.5
Page 22 of 37
Dike2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect insoect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
ins oect insoect
Dike
4A-S
/
_/
Slu rrv.Lin e<s) ·PondRetum S-X Tails
GPM C) 0
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
W alke.d to Discharge Point
Observed Entire Discharge Line
VI. DUST CONTROL
Dusting
Wind Movement of Tailin gs
Precipitation: {) inches li guid
Slimes 'i51;l..'i (l
Cel,12
/
./
D
_____ Yes
_____ Yes
Cell 3.
./
../
Dike Dike
4A-E 4B-S
J ✓
J /
Sorav Svstem
0
/ No
No
Cell 4A Cell 4B
../ ../L
../ ✓
··-
, ..
White Mesa Mill-'Standard Operating Procedures
Book n : Environmental Protection Manual, Section 3.1
GenerilJ:'MeteoroTo-gicar conditions: :') v.t1llj
VU. DAILY LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page 23 of37
Daily Leak Detection Checks are recorded:on the-Daily Inspection Data form included
as Attachment A-1 of the·DMT Plan
vm OBSERVATIO~S .OF POTENTIAL CONCERN
-GQ,J111veil GH GW ~plj-
Action Required
Tailin~ Daily hup~tion Report
Tailings Sluny Discharge Location
ELL NO. 4B
~'! \"'+; ori .
~ ~
Date :.~!...l/ ~~-:=-..._
Inspector~~ncf . »on:l1
i>o l v.+; Of"\
C·ELLN0.1
D 1-
MILL SITE
N
White Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRI 13.0
Page 17 of26
ATTACHMENT A-1
DAILY INSPECTION DATA
Inspector~,zcr Ur/I,~
Date: JD/J1/.:tD:l.3
Accompanied by:..,.,11(.~Z..._A-,____
Time:_Q {/DO
Any Item not "OK" must be documented. A check mark = OK. X = Action Required
VIL DAILY LEAK DETECTION CHECK
Cell I Cell 2 Ce113 CeJJ.4A Cell 4B
/ / / ,,
Leak / Checked ./ Checked ✓ Checked ~ Checked / Checked
Detection
__ Wet /Dry __ Wet~Dry __ Wet~Dry / _.:!_wet __ Dry System __ Wet __ Dry
Checked
Initial level -Initial level
,. Initial level ~ Initial level -11.l_ Initial level 9 .7!5
Final Final Final Final Pinal -level l i D &$DO level
~ level -level level 8DI ff 2
Gal .• pomped Q Gal. pum ni>tl Q Gal. pumped Q Gal. pum ped 0 Gal. pumnP.rl Q
Record Observations of Potential Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
' . ..
•'_;. ~
White Mesa Mill -Standard Operating Procedures
Book l l: Environmental Prorection Manual, Section 3.1
03/17 Revision: EFR. 2.5
Page 21 of37
APPENDIX A-1
DAILY INSPECTION DATA
Inspectoe::(..,,,,q-Uollih t
Date; 10/)1/w.:>
Accompanied by:..,.,od'oa..;.::;.('---
Time: 0$.Do
Any Item not "OK" must be documented. A check mark= OK. X = Action Required
L TAILINGS SLURRY TRANSPORT SYSTEM I
fns oection Items Conditions of Potential Concern Cell 1 Cell2 Ce113
Slurry Pioeline Leaks, Damage. Blocme, Sham Bends ./ ../ ./
Pi peline Joints Leaks, Loose Connections ./ ✓ ✓
Pipeline Suoo ons Damage, Loss of.Suooort ✓ ./ ✓
Valves Leaks, Blocked, Closed ✓ ./ ✓-
Point(s) of Discharge ·hnorooer Location or Orientation ./ ./ ✓
Il. OPERATIONAL .SYSTEMS and ·INTERIOR of CELLS
lnsnection lte~ Conditions of Potential Concern Cell l Cell2 Cell3
N ··s . • E w
Interior Cell Walls ./ / J ./ ./ ./
Liner Observable Liner Damage / / ./ / ./ ./
Water Level Greater Than Operating Level, Large
Change Since Previous lnsoection ✓ ./ ./
Beach Cracks, Severe Erosion, Subsidence ./ ./ ./
Liner and Cover ·Erosion of cover, Exp0sure of liner ../ ../ ./
Presence of Sediments · Sediments should be saw:rated Y or(N} NIA N/A
Notes: C el J I h o.!. ...,,r r f)V,~f"1II"-4-}i " 1, ... ,,.r-' VJ.S.1_hJ,, -
--J
Cell4A Ce114B
✓ ./
,/ ./
✓ ./
✓ ../
./ ../
Cell 4J Cell4B
N S E w I"i s EW
/ / / ./_ / ./ ./ ../_
./ ./ ./ ✓ ✓ ./ / /
/ / -_,_/ /
../ ✓
NIA Y ortNJ
..
.. "'
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
ffi. DIKF.S AND EMBANKMENTS
lnsBection Items Conditions of Po~ntiDl Dike 1-1 Dike 1-
Concern lA
Slopes Sloughs or Sliding Cracks,. No No
Bulges, Subsidence. Severe 'QSibl~ visible
Erosion, Moist Areas, Areas exterior exterior
of Seepage Outbreak slope or slope or
dike to dike to
insoect insoect
Crest Cracks, ·subsidence, Severe No No
Erosion visible visible
exterior exterior
slope or slope or
dike to dike to
.ins oec t in&oect
IV. FLOW RATES
03/17 Revision: EPR 2.5
Page 22 of37
Dike2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insnect inspect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insocct insoect
Dike Dike Dike
4A-S 4A-E 4B-S
/ / /
j / /
I GPM
L I
\ I
SlurrvLi!es) PondR~tum S-X-Tails , , I on I I swav s:...., I
Al -"-'-cl _ ___,_ () (2
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Po111t •
Observed Entire Discharge Line
Vl. DUST CONTROL
Dus ti ng
Wind Movement of Tailings
Precipitation: 0 inches liauid
Slimes 4;.-,4'1 L2 ,
Cell2
./
./
D
. Yes / No
J Yes No
Cell 3 Cell4A Cell4B
./ ../ <
./ ./ ✓
I
-~·,.
White Mesa Mill -·standard Operating Procedures
Book 11: Environmental· Protection Manual, Section 3.1
General Meteorofogical con~itions :~
VU. DAILY LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page 23 of37
Daily Leak Detection Checks are recorded :on the 'Daily Inspection Data form included
as Attachment A-1 of the ·DMT -Plan •
VIll OBSERVATIONS· OF POTENTIAL CONCERN
~ CoJ:,11-,e~ Q'-1 G-\,0 ;,0-rrifl;11~
Action Required
Tailings Daily htsp~tion Report
Tailings Sluny Discharge Location
ELL NO. 4B
S~\~+loq
!-~
Date: 1 o / 1 'l /..1Q.1')
Illspector:-1,.rllJtr . N.n:,.·1-
Sol v.+; Or'\
C·ELLN0.1
Dike 1-
MILL SITE
N
While Mesa Mill-Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRI 13.0
Page 17 of26
ATTACHMENT A-1
DAD.. Y INSPECTION DATA
lnspector: :1Mo£r' ~oJ l;J,,1
Date: IO /.:to/~ :;;J"
Accompanied by:,.;ct"l-=:t,.__ __
Time:~0~
Any Item not "OK" must be documented. A check mark = OK, X = Action Required
VII. DAILY LEAK DETECTION CHECK
Cell I Cell 2 Cell 3 Cell 4A Cell 4B
/ / 7 / /
Leak / Checked ✓ Checked J Checked / Checked ✓ Checked
Detection
__ Wet~Dry ./ __ Wet__{_Dry _!_ Wet __ Dry ___::::_ Wet __ Dry System __ Wet __ Dry
Checked -c:t.75 Initial level -Initial level Initial level -Initial level \Lf. I Initial le vel
Final Final Final Final Final -level -level level l'i08'Eoo level 801$.1 level -
Gal. Dllffi "'"A D Gal. oumi,ed 0 Gal. oum~ri 0 Gal. pum ped Q Gal. pum ,..,.r1 0
Record Obsecyations of Potential Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
. '. ' •.
;
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAILY INSPECTION DATA
Inspector:--f"MI!~,.. Uo l/,d~,:J
Date; IQLU>/2-P?,3
Accompanied by:_,..,,~vr~--
Time: 0(S QO
Any Item not "OK" must be documented. A check mark== OK. X == Action Required
L TAILINGS SLURRY TRANSPORT SYSTEM I
fns nPrtion Items Conditions of Potenri 11t Concern Cell 1 Cell2 Cell 3
Slurrv Pioeline Leaks , Damage. Blockaae , Sham Bends ✓ ✓ ./
Pipe line Joints Leaks, Loose Connections ./ ./ ./
Pioeline Suoo orts Dam ai!e, Loss of Sup Port ../ ./ .//
Valves Leaks. Blocked, Closed ./, ./ ✓
Point(s ) ofDischarn e ·lmoro oer Location or Orientation / .I ../
ll. OPERATIONAL SYSTEMS and ·INTERIOR of CELLS
lns,,...rtion l tern11 Conditions of Potential Concern • Cell 1 Cell2 Cel13
N ··s . • E w
Interior Cell Walls / / / / ./
Liner Observable Liner Damae.e / / / / / /
Water Level Greater Than Operating Level, Large / / /
Chan ge Since Previous Insoection
Beach Cracks, Severe Erosion, .Subsidence / ✓ / ./
Liner and Cover 'Erosion of cover, Exposure of Liner / ../ ./ -Presence of Sediments Sediments ·should be saturated Yo{N) NIA NIA
C.c.11 I ht::.li. ~c,i l (.OVc!!r'"•.-1 ~ +h ~ Ii"~,.. Vi~i" ,~.
I
Cell4A Cell4B
,
./ ./
./ /
✓ /
✓-./
./ J
Cell 4, Cell4B
N S E w 1' S E w
/ / / ./ I/ ./ '/ / ,
/ / / / / / / ✓
./ ./
./ / / /
./ / , .....
N/A Yo{N)
~-
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
ID. DIKES AND EMBANKMENTS
lns~tion Items Conditions of Potential Dike 1-1 Dike 1-
Concern lA
Slopes Sloughs or Sliding Cracks, No No
Bulges, Subsidence, Severe _ vj.sible visible
Erosion, _Moist Areas, Areas exterior exterior
of Seepage Outbreak slope or slope or
dike to dike to
inspect inspect
Crest Cracks, Subsidence, Severe No No
Erosion visible visible
exterior exterior
slope or slope or
dike to dike to
-insoect ins oect
IV. FLOW RATES I
03/17 Revision: EFR 2.5
Page 22 of37
Dike2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insaect insoect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
ins nec t ins oect
Dike
4A-S
/
I
Slurrv.L,ru-1s\ Pnnti Return S-X-Tails
,GPM 0 0
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Poti1t
Observed Entire Discharge Line
VI. DUST .CONTROL
Dusting
Wind Movement of Tailings
Preci pitation : C'J inches liouid
Slimes L!51 ~;7%''-l
0
,,, Yes
7 Yes
Cell 2 Cell 3
../ ✓
./ ../
Dike Dike
4A-E 4B-S
I /
/ /
Sorav Svstem
[}
/ No
No
Cell 4A Cell4B
../ /
/ /
-~---~ . ..
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3 .1
\ General Meteorolofiical conditions:~
VIL DAILY LEAK DETECllON CHECK
03/17 Revision: EFR 2.5
Page23 of37
Daily Leak Detection Checks are recorded:on the Daily Inspection Data fonn included
as Attachment A-1 of the DMT -Plan
VID OBSERVATIONS.OF POTENTIAL CONCERN
v:> eek~ f ,,_:ls d ev~:h'c,,1.5 co 111.pk f e__
Action Required
Tailings Daily h1sp~tion Report
Tailings Slurry Discharge Location
Sol v.-h Of\
CELL N0.1
n· e 1-
ELLNQ.4B
S~\~+io']
~;
Date: ._....._<....::;.;:.;;;'--='--'-'=-<----;,-....
Inspec M~c..-"' . .
MILL SITE
N
. ,.
/ . /
-.✓
While Mesa Mill-Discharge Minimization Technology Monitoring Plan 01/22 Revision:,EFR.I 13.0
Page 17 of26
ATTACHMENT A-1
DAILY INSPECTION DATA
Inspector: Kw+fi ~►u h
Date: IO ·1,l •'un .3
Accompanied .by :-1ll_A
Time:J.2..lll ()
Any Item not "OK" must be documented. A check mark = OK, X = Action Required
Vll. DAR, Y LEAK DETECTION CHECK
CelJ 1 Cell 2 Cell 3 Cell 4A Cell 4B
Leak / Checked .,,-Checked .,,,,-C)lecked .,/" Checked / Checked
Detection ~ Wet __ Dry /wet __ Dry System __ Wet _,.-Dry __ wet_:::::::_ory __ Wet__:-:::::_ory
Checked
Initial level -Initial level -Initial level -Initial level 14 • ?-Initial level <:t .1 .S
Final Final Final Final Final
level -level -level -leve l }L{tJB5DQ level 'd0/82-
Gal .• PUfflnP.d 0 Gal. pum r>l'rl 0 Gal. pumoed 0 Gal. pum ped 0 Gal. oumoed 0
Record Observations of Potential Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
.. ..
;
White Mesa Mill -Standard Operating Procedures
Book 11 : Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAILY INSPECTION DATA
Inspector: k;u,wh. R.Lr-1;,
Date; /Q,21-~
Accompanied ·by:_,J 1 A-
Time: _f')~J C_
Any Item not "OK" must be documented. A check mark = OK, X = Action Requited
L TAILINGS SLURRY TRANSPORT SYSTEM I
fusn,>.ction Items Conditions of Potentfal Concern Cell I ceu ·2 Cell3
Slurrv •Pioeline Leaks, Dama2e, Blocka2e, Sham Bends ·/ / /
Pipeline Joints Leaks, Loose Connections r / /
Pipeline Suooorts Damage, Loss of.Support .,/ / /
Valves Leaks, Blocked, Closed / / /
Point(s) of Discharge • Imorop er Location or Orientation ./ ./ /
IL OPERATIONAL. SYSTEMS and ·INTERIOR of CELLS
lnsnection Items Conditions of Potential Concern Cell I Cell2 Cell3
N ··s . • E w
Interior Cell Walls ✓ / / ./ / /
Liner Observable Liner Damaf!:e / / 1/ / / /
Water Level Greater Than Operating Level, Large / Change Since Previous Inspection / /
Beach Cracks, Severe Erosion, Subsidence / / ✓
Liner and Cover ·Erosion of tover, B'xoosure of Liner / / /
PresenGC of Sediments Sediments ·should be saturated Y or{1\l) NIA NIA -Lo_J/.:Jt / H t!< . .J.l..e. ~"' I r.n .,.,.11u · .fL, I >A,.,. ,1 J~ ;bl,
Cell4A Cell4B
/ .,,,,
/ /
/ /
/ /
_/ /
Cell 4 A Cell4B
N S E w N S E w
/ ,,,,, / / 1/ ,,,, I"'/
✓ / / / / / 1/ /
"/ /
/ /
/ /
NIA Y orlN)
..
White Mesa Mill -Slalldard Operating Procedures
Book 11 : Environmental Protection Manual, Section 3.1
m DIKES AND EMBANKMENTS
Inanection Items Conditions of Po~ntial Dike 1-1
Conr-"'rn
Slopes Sloughs or Sliding Cracks,. No
Bulges, Subsidence, Severe • -visib~
Erosion, _Moist Areas, Areas exterior
of Seepage Outbreak slope or
dike to
inspect
Crest Cracks, Subsidence, Severe ·No
Erosion visible
exterior
slope or
dike to
-ins oect
.
IV. FLOW RATES I
Sl•mv .Vn'"'s)
GPM 0
Dike 1-
lA
No
visible
exterior
slope or
dike to
insoect
No
visible
exterior
slope or
dike to
ins oect
03/17 Revision : EFR 2.5
Page22 of 37
Dike 2· Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insnect insocct
No No
visible visible
extetior exterior
slope or slope or
dike to dike to
ins oect ins pec t
Dike
4A-S
/
/
Ponti Return S-X Tails
n n
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
-
Walked to Discharge Point Yes -----
Observed Entire Discharge Llne .,,,,,-Yes
VI. DUST CONTROL
Cell 2 Cell 3
Dusting / /
Wind Movement of Tailings / ---
Precioitation: C..:> inches liquid
Slimes L/ 57qnfo'1.
Dike Dike
4A-E 4B-S
/ /
./ /
Sora v Svstem
n
/ No
No -----
Cell 4A Cell4B
/ / ,,,.--/
.r= , ....
White Mesa Mill -·standard Operating Procedures
Book n: Environmental· Protection Manual, Section 3.1
Genem-Meteorological con~itions: L.k,a. r
VIL DAR. Y LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page 23 of 37
Daily Leak Detection· Checks are recorded:on the Daily Inspection Data fonn included
as Attachment A-1 of lhe ·DMT Plan
vm OBSERVATIONS OF POTENTIAL CONCERN
/Jofhr~ io ~or-f-·
Action Required
~o:µ E
Taili11gs Daily lnspCFtion Report
Tailings Sluny Discharge Locatiou
·ELLN0.4B
S~\v.+;0'1:;
Date: I O • 21 ·20-z.3
Inspector: ~ft~~ .
So} \A·h Of\
C·ELL N0.1
MILL SITE
N
White Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRI 13.0
/
Page 17 of26
ATTACHMENT A-1
DAll. Y INSPECTION DATA
Inspector:Ke,,.,,c~ e,.~f:s
Date: (0 ·2 2 ·202 3
Accompanied .by : N I ~
Time :O Bt./S
Any Item not "OK" must be documented. A check mark= OK, X = Action Required
vn. DAll. y LEAK DETECTION CHECK
Cell 1 Cell 2 Cell 3 Cell 4A Cell 4B
Leak / Checked / Checked / Checked / Checked .,,,.,,,.. Checked
Detection
__ Wet_LDry System __ Wet/ Dry __ We t__L_Dry __L_ Wet __ Dry _Lwet __ Dry
Checked
Initial level -Initial level -Initial level -Initial level l ~ , 'l Initial level 9. 7 ..5
Final Final F inal Final Final
level -
.,__. -level l~Q3'b00 leve18Q 18 J--level level
Gal. pumped 0 Gal. pumnrLI () Gal. pum~.d 0 Gal. pum ped 0 Gal. pumped 0
Record Obseoations of Potential Concern and Actions Requ.ired on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
;
..
White Mesa Mill -Standard Operating Procedures
Book.11 : Environmental Prot~tion Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAU.. Y INSPECTION DATA
Inspector: ~dU-±t g /.--h
Date; {D • ?.'2 • U) Z-3
Accompanied by :..b.UA
Time: 0 8 4.5 •
Any Item not "OK" must be documented. A check mark = OK, X = Action Required
I. TAll,INGS SLURRY TRANSPORT SYSTEM I
Ins oection Items Conditi ons of Potentil'll Cnncem Cell l ce11 ·2 Cell3
Slu rrv Pioeline Leaks, Damal!e, Blockage, Sh am Bends ./ ~ .,,-
Pioeline Joints Leaks, Loose Connections ;,/' /. _.,,-
Pipeline Suooorts Damage, Loss of.Supp0rt ✓ ,/ /
Valves Leaks, Blocked. Closed / / /
Point(s ) of Discharge ·Imorooer Location or Orientation / ✓ /
D. OPERATIONAL SYSTEMS and INTERIOR of CELLS
lns~tion Item!: Conditions of Potential Concern Cell l Cell2 Cell3
N ·-s . • E w
Interior Cell Walls ~ / I/ / / /
Liner Observable Liner Damage ./ ,./ V ./ / /
Water Level Greater Than Operating Level, Large / ./
Change Since Previous Insoectioo r
Beach Cracks, Severe Erosion, Subsidence / .,.,,,,... /
Liner and Cover • "Erosion of cover, Exposure of Liner / /' /-
Presenqe of Sediments Sediments ·should be saromted Yor(N) NIA NIA
C .idl # Wa,c:: -ft...,_ .So ll CovLr~A--'fh.{ L 'A / r ,..,Js.H,IP
Cell4A Cell4B
/ /
.,.,.,..--/'
/
-----/ _.,,-
/ ./"
C"__el 4A Cell4B
N S E w r,; s EW
✓ // ./ ✓ / ,/ /
/ / / / / / I/ /
_../ /
...,,,,-/
./ /
NIA Y or(f.1)
-
..
White Mesa Mill -Standard Operating Procedures
Book 11: Environmemal Procecrion Manual, Section 3.1
fil DIKES AND EMBANKMENTS
Insgection Items Conditions of Potential Dike 1-1 Dike 1-
Concern lA
Slopes Sloughs or Sliding Cracks, No No
Bulges, Subsidence, Severe vj.siblt visible
Erosion, Moist Areas, Areas exterior exterior
of Seepage Outbreak slope or slope or
dike to dike to
inspect insoect
Crest Cracks, Subsidence, Severe No No
Erosion visible visible
exterior exterior
• slope or slope or
dike to dike to
-insoect insoe.ct
IV. FLOW RATFS I
03/17 Revision: EFR 2.5
Page 22 of 37
Dike2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dilce to dike to
insoect inspect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect ins pect
Dike
4A-S
/
/
Slurrv UnPls) Pond Reh1m S-XTails
GPM 0 /")
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Point
Observed Entire Discharge Line
VI. DUST CONTROL
Dustine
Wind Movement ofTailin~s
Preci pitation : u inches liQuid
Slimes L/C,R41 3C>S
jy/ "\~'611:>05
0
Yes ---.,,-:::= yes
Cell 2 Cell 3
/ /
/ /
Dike Dike
4A-E 4B-S
/ /
/ /
Sorav Svstem
0
.,.-,,/ No
No
Cell 4A Cell4B
~ .,...--
.,,,.-/
,o ,, . ,. ,,,,
White Mesa Mill -'Standard Operating l'Tocedun:s
Book n: Environmental· Protection Manual, Section 3.1
General•Metebrological conditions: • C.. I ~&..c
VIL . DAH.. Y LEAK DETECDON CHECK
03/17 Revision: EFR 2.5
Page 23 of37
Daily Leak Detection Checks are recorded:on 'the-Oaily Inspection Data form included
as Attachment A-1 of ibe·DMT Plan •
VIlI OBSERVATIONS·OF POTENTIAL CONCERN
' Net~,-,.,~ +o 'Pe,pCJr-+
Action Required
NoJJE
Tailings Daily h1spes:tion Report
Tailings Sluny Disci1arge Location
Sol v.·h Or'\
C·ELLN0.1
D l -
ELL~O. 4B
So\\},.+, O'} .
'l
'e . . ·-••··· Date : 10-22 .20 2. :>
Inspector~--11. ~ k-h
MILL SITE
N
White Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision:.EFRI 13.0
Page 17 of26
ATTACHMENT A-1
DAILY INSPECTION DATA
Inspector: [J,uo 6, ,
1
,...,,, _
Date: 10-a, ... .;z.3
Accompanied.by: TotllflY~'f_, J
Time: .0100 /
Any Item not "OK" must be documented. A check mark = OK. X = Action Required
Vll. DAILY LEAK DETECTION CHECK
Cell I Cell 2 Ce1t 3 CeJl4A Cell 4B
Leak ✓ Checked ,C::: Checked ✓ Checked i,:::::::· Checked v::::::::· Checked
Detection
__ Wet-LDry System __ wet--L,_Dry __ Wet---L.J)ry _L_ Wet __ Dry ~Wet __ Dry
Checked
Initial level -Initial level -Initial level -Initial leve1 I 'f, "& Initial level t\: , 7 r::;;:
Final F inal Final Final Final
level -level -level -level t lfC>a5"'bO level 9'011'-
Gal. oum~ 0 Ga). DUffl""'rl Q Gal. oumoed 0 Gal. pum ped (2_ Gal. p um!}f>.rt a
Record Observations of Potential Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
,.. ~ . ..
;
White Mesa Mill -Standaro Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAILY INSPECTION DATA
Inspector: _l;k,.,;,n C,... I (rwr
Date: , o -J\ :1, ... 33 ~
Accompanied by::z,;..,,, t£11f{<'
Time: oxaa
Any Item not "OK" must be documented. A check mark =. OK, X = Action Required
I. TAILINGS SLURRY TRANSPORT SYSTEM I
Insoection Items Conditions of Pntential Concern Cell 1 Cell2 Cell3 Cell4A
Slu rry 'Pioeline Leaks, Damage, Blocka2e, Sham Bends ,/ / / ./
Pipeline Joints Leaks, Loose Connections / / ./ ./
Pi peline Sup ports Damage, Loss of. Support / ./ ,/ /
Valves Leaks, Blocked, Closed ./ / ./ ,./
Poin t(s) of Discharge ·lmprooer Location or Orientation / ../ / //
11. OPERATIONAL SYSTEMS and INTERIOR of CELLS
Ins,.,..,.,tinn ltem.i:: Conditions of Potential Concern Celli Cell2 Cell3 Cell4A
N ··s . • E w N S E w
Interior Cell Walls ./ ./ ./ ./ ./ ./ ./ ./ , ./ , ./
Liner Observable Liner Dama ge ./ ./ ./ ./ / ./. / J ./ ✓
Water Level Greater Than Operating Level, Large
Chang e Since Previous Inspection ./ / / /
Beach Cracks, Severe Erosion, "Subsidence ./ ./ / /
Liner and Cover ·Erosion of cover, Expcsure of Liner / / ./ ./
Presenqe of Sediments Sediments should be saturated Yor9 NIA NIA NIA --' I ba: 6 ::tlu: Sa i ( eta 116:::C;·~Q ,t.l,,i!. ( ':....-..-.,,; ~ 1 h I ~ i
Cell4B
/
./
./
./
/
Cell4B
N ~ E w
,,/ ,/ ,.../ /
-✓ ✓ 1,,-✓ ./
/
./
./
YorS
~
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
IIl. DIKES AND EMBANDtENTS
lnseection Items Conditions of PQtential Dike 1-I
Concern
Slopes Sloughs or Sliding Cracks, No
Bulges, Subsidence, Severe ~siblt
Erosion, _Moist Areas, Areas exterior
of Seepage Outbreak slope or
dike to
iDStJect
Crest Cracks, Subsidence, Severe No
Erosion visible
exterior
slope or
dike to
.inso ec t
IV. FLOWRATES I
Slurrv ,Lin~Js)
L
GPM ()
Dike 1-
lA
No
visible
exterior
slope or
dike to
insoect
No
visible
exterior
slope or
dike to
inspect
03/17 Revision: EFR 2.5
Page 22 of37
Dike 2· Dike 3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insnect inspect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insnect insnect
Dike
4A-S
/
/
Pon~Retum S-X Tails
,., 0
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
I
Walked to Discharge Point
Observed Entire Discharge Line
VI. DUST CONTROL
Dustin~
Wind Movement of Tailings
Precipitation : () inches liquid
Slimes "(i;"~ ":( ~Cl\: D
Cell 2
./
/
_____ Yes
✓ Yes
Cell 3
✓
/
Dike Dike
4A-E 4B-S
/ /
/ /
Sorav Svstem
fJ
✓ No
----~No
Cell4A Cel14B
/ ✓
.~
/'
/.• p/ ·.,..
.7.
White Mesa Mill -'Standard Operating Procedures
Book 1'l: Environmental Protection Manual, Section 3.1
~•Me'iiiorological •~tions,
Vll. DAILY LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page 23 of37
Daily Leak Detection Checks are recorded:on·theDaily Inspection Data form included
as Attachment A-1 of the DMT -Plan •
vm OBSERVATIONS· OF POTENTIAL CONCERN
e,.,.Ji,J ~., c,-w "'-fl•';
Action Required
Da
In
Tailings Daily hup~tion Report
Tailiu~ Sluny Disciaarge Location
ELL MO. 4B
5, ~ \ "'-+; OY)
,;
i>o h,d-; Of\
C·ELLN0.1
MILL SITE
N
While Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRI 13.0
Page 17 of26
ATTACHMENT A-1
DAH. Y INSPECTION DATA
Inspector. o ('. ca..Gdr-.sn/lJ,..
Date: ,a -2 '-f -A:3 ~
Accompanied .by::r;,.qrc ffol/,
Time: a :r oo
Any Item not "OK" must be documented. A check made = OK, X = Action Required
VU. DAil, Y LEAK DETECTION CHECK
Cell l Cell 2 Ce113 Cell4A Ce114B
-
Leak 1/" Checked ./ Checked ,/ Checked ~ Checked ,/ Checked
Detection
__ wet__LDry ____L_ Wet __ Dry System __ Wet_L._Dry __ Wet_L__Dry _L_ Wet __ Dry
Checked
Initial level -Initial level -Initial level -Initial level f Q I S::<, Initial level ("(.,#
Final Final Final Final Final
level -level -level -level J 'f I) 1, £6() level SQ! 92-.
Gal. oumrv-A (!) Gal. oumnP.ti a Gal. p umnP.ii a Gal. pumN>Lf ~ Gal. purn ned t'r;
Record Observations of Potendal Concem and Acdons Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
Ir ;
•_,•'II. II
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3 .1
03/17 Revision: BFR 2.5
Page 21 of37
APPENDIX A-1
DAILY INSPECTION DATA
Inspe.ctor: Decer a r,,-17m erz
Date; ca -a:!1-2-;;;
Accompanied by: ~ecQCf(otft~d
Time: o ::r &a -·7
Any Item not "OK" must be documented. A che.ck mark= OK. X = Action Required
I. TAILINGS SLURRY TRANSPORT SYSTEM
soec _ti._on Items C~UJ C_ell2 Cell-3 I Cell 4A I CelL4
e Leaks, Damage~ Bloc~, Sharp Bends
p· Leaks, Loose Connections
Pipeline Su pp orts Damage, Loss pf. Su
Valves Leaks , Block~ Closed
Point(s) of Dischar~e • Improper Location or Orientation
ll. OPERATIONAL SYSTEMS and INTERIOR of CELLS
Insrva.l'tion ltemsi Conditions of Potential Concern Cell 1 Cell2 Cell 3 Ce114A Cell4B
N "S . • E w . N s E w r-; s E w
Interior Cell Walls ./ / / ,/ / ./ ,/ --./ v ,I' ,/ ./ ./ ,/ ./ ,/
Liner Observable Liner Damage ../ / ,/ i, ./ / / ✓ ,/ ✓ v ,/ i,-
--:/ v./ \/ ,,,,
Water Level Greater Than Operating Level, Large
Change Since Previous Insoection ./-/ / ./ /
Beach Cracks, Severe Erosion, Subsidence ✓ ,/ / ✓ ./
Liner and Cover "Erosion of cover, Ex posure of Liner / / ./ .,,,..,,-✓
Presence of Sediments Sediments ·should be saturated Y orcr::D NIA N/A NIA Yor&
'' 11,AJ...,_ ././....e .csoi.l~a,cem~ -r,· __ ,,,. ~;r_, ~ ,.
~ ....
' "· '
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
Ill. DIKES AND EMBANDfENTS
Ins~tion Items Conditions of Potential Dike 1-1
Concern
Slopes Sloughs or Sliding Cracks,. No
Bulges, .Subsidence, Severe vjsibl~
Erosion, _Moist Areas, Areas exterior
of s·eepage Outbreak slope or
dike to
insoect
Crest Cracks, Subsidence, Severe No
Erosion visible
exterior
slope or
dike to
.ins pect
IV. FLOW RATES I
Slurrv ,Lin..J !l. \
GPM I'>
Dike 1-
lA
No
visible
exterior
slope or
dike to
inspect
No
visible
exterior
slope or
dike to
inspect
03/17 Revision: EFR 2.5
Page 22 of37
Dike 2· Dike 3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
inspect inspect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
ins oect ins pect
Dike
4A-S
/
/
PondRetum S-X Tails
I"') (")
V. PHYSICAL INSPECllON OF SLURRY LINES(S)
Walked to Discharge Pol.in
Observed Entire Discharge Line
VI. DUST CONTROL
Dusting
Wind Movemen t of TaUi M S
Preci pitation: Q inches liquid
Slimes u t:::: 9. .C:: -r n ~
Yes ---.,,---
,/ Yes
Cell 2 Cell 3
,/ . ./
,/" /
Dike Dike
4A-E 4B-S
/ /
./ /
Snrav Svstem
14)
/ No
No ----
Cell4A Cell4B
./ /
/ /
;;~
"'". .... ...
, .
White Mesa Mill -Standard Operating Procedures
Book 1'l: Environmental Protection Manual, Section 3.1
I Gene,a1' Meta>roiogical conditions: q • ,,~
VIL . DAILY LEAK DETECTION CHECK
I
03/17 Revision: EFR 2.5
Page23 of37
I
Daily Leak Detection Checks are recorded on· the ·Daily Inspection Data fonn included
as Attachment A-1 of tbe-DMT -Plan •
vm OBSERVATIONS·OF POTENTIAL CONCERN
co,,;:J-; ,._,,,.J <SI 'f ,:;. IN' s ~I, 'i .
I I I
Action Required
Tailings Daily Insp~tion Report
Tailings Sluny Discharge Locatiou
Date : 10 ~2,
Inspect~
Sol v-+; Of\
CELL NO. 1
MILL SITE
N
..
White Mesa Mill-Discharge Minimization Technology Monitoring Plan 01/22 Revision:.EFRI 13.0
Page 17 of26
ATTACHMENT A-1
DAILY INSPECTION DATA
Inspector: O,ero cr-17 ,,..o rt...
Date: co -a-c-X3
Accomp81lied .by: :z:;.._ ... Holl,~1
Time: a zoo
Any Item not "OK" must be documented. A check mark = OK. X = Action Required
VU. DAil.. Y LEAK DETECTION CHECK
Cell I Cell 2 Cel13 Cell4A Cell 4B
Leak ./ Checked / Checked ../ Checked / Checked ✓ Checked
Detection
System __ Wet_,LDry __ Wet_L_Dry __ Wet_L_Dry _L_ Wet __ Dry --L:,_ Wet __ Dry
Checked
Initial level -Initial level -Initial level -Initial -level 1"1,£ Initial level tQ. 7',
Final Final Final Final Final
level --level ...... level -level t ., 0 « '1"4"2 level fl(ll 9 ;2.
Gal . pum.._... 0. Gal. oum n.-rt 0 Gal. pumrv-.rl 0 Gal. pum~ a Gal. PUffi nPrl Q
Record 01,seryatfons of Potendal Concern and Actions Required on the Daily Inspection Form included m the Tailings Management
System (Appendix A-1)
,;.
•' \ ,c ..
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAILY INSPECTION DATA
Inspector: D«t1o/QJ(J._
Date; 10 -2-S"-'A ,()
Accompanied by:,;:;,.!# ttdJ~y
Time: a:z:oa f
Any Item not "OK" must be documented. A check mark = OK, X = Action Required
L TAll.INGS SLURRY T:
Ihsnec_ti_g_nJt_em_s Ce_lll Cell2 C__ell 3_ I Cell 4A I Cell 4B.
Leaks, Damage, Blockage , Sharp Bends
Leaks, Loose Connections
Damage, Loss of'.Support
Valves Leaks! Blocked, Closed
·Impro per Location or Orientation
IL OPERATIONAL' SYSTEMS and ·JNTERIOR of CELLS
Tmm~tion Items Conditions of Potential Concern Cell l Cell2 Cell3 Ce U 4A Cell4B
N ··s. E w N S E w N S E W
Interior Cell Walls ./ ✓ './ / ./ ./ .I i" ./ j './
,, v/ ✓ ./ ./
Liner Observable Liner Damage / ./
.,,. . / / ./ ✓ ./ ./ ...-./ ,,.,./ V v ,,.,,. ✓ J ./
Water Level Greater Than Operating Level, Large
Chan ge Since Previous Ins pection ,/ / ./ ./ ./
Beach Cracks. Severe Erosion, Subsidence ,/ 1/ ./ / ,/,,
Liner and Cover Erosion of cover, Expos\ll'C of Liner / / ✓ ✓ ✓
Presence of Sediments · Sediments should be saturated Yor6) NIA NIA NIA YorS --: r~LI IL..-~ 11--~ ... -[ ~n •.,,.~L"r,a 4 ±t,._c.., /~ .. .-,J~;l..(~
I
~
,.
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
Ill. DIKES AND EMBANKMENTS
ln§~tion Items Conditions of PQtential Dike 1-1 Dike 1-
{"',,_ ___ lA
Slopes Sloughs or Sliding Cracks, No No
Bulges, Subsidence, Severe yjsibl~ visible
Erosion, Moist Areas, Areas exterior exterior
of Seepage Outbreak: slope or slope or
dike to dike to
inspect inspect
Crest Cracks, Subsidence, Severe No No
Erosion visible visible
exterior exterior
., ·stope or slope or
dike to dike to
-ins oec t ins oect
IV. FLOW RATES
03/17 Revision: EFR 2.5
Page 22 of37
Dike 2· Dike 3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
inspect insoect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect ios oec t
Dike
4A-S
/
✓
I SIJ ~Lea•l ~d_Retum S-X Tail!!
[GPM a
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Poli:'1t •
Observed Entire Discharge Line
VI. DUST CONTROL
Dusting
Wind Movement of Tailin_gs
Precipitation: rJ inches liQuid
Slimes HJ;""« 7 ~ n c;--
Cell 2
./
./
Q
Yes
--,-/"'"7""-Yes
•
Cell 3
/
/
Dike Dike
4A-E 4B-S
/ /
/ /
Spra y System
CL l
/ No
____ No
Cell 4A Cel14B
,/ ,/
./ ./
//· ;,· •r
·-4
White Mesa Mill-'Standard Operating Procedures
Book n : Environmental Protection Manual, Section 3. l
General Meteoroldgical conditions: Ci lW'IC:
VIl. DAil., Y LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page 23 of37
Daily Leak Detection Checks are recorded on the Daily Inspection Data fonn included
as Attachment A-1 of the DMT -Plan
VIII OBSERVATIONS·.OF POTENTIAL CONCERN
-c:-,f,;.,,,,£ a>« ,;,w ~'7
----_w~(r +..,'( .. rk/4.s ~
Action Required
Tailings Daily hup~tion Report
Tailings Slutl)' Discitarge Locatiou
So\ IA+;of\
CELLN0.1
Dike 1-
ELL NO. 4B
S~\\),,+,oq
• -~-7-
Date: to -,s:-2 :a
Inspector: D t •· • eG(\ .::r'~ I\
MILL SITE
N
White Mesa Mill-Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRI 13.0
Page 17 of26
ATTACHMENT A-1
DAILY INSPECTION DATA
~n:::~~o~: /1;'::f;/rrHo.rt_
Accompanied .by : :Z::-o::: H.~t,:L,i
Time: 0700
Any Item not "OK" must be documented. A check mark = OK, X = Action Required
VD.DAILYLEAKDETECTIONCHECK
Cell I Cell 2 Ce.113 Cell 4A Cell 4B
Leak / Checked ./ Checked ✓ Checked ./ Checked / Checked
Detection
System __ Wet____L_Dry __ Wet_LDry __ Wet_L'Dry _Lwet __ Dry _Lwet __ Dry
Checked
Initial level -Initial level -Initial level -Initial level I "/c a> Initial level / d4 £Ii, >
Final Final Final Final Final
Ieve.1 -Jevet -level -level lo/0 9. 5t[O level g Q,I g;..
Gal. oum.-i r.J GaJ. oumnP.11 0 Gal. t>UtnnP.rl n Gal. pumrv>A Q Gal. pumnect <?
Record Obsenations of Potential Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
/' -..
White Mesa Mill -Sl.llndard Operaring Procedures
Book 11: Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAILY INSPECTION DATA
Inspector: D c-e n klrrnon
Date; 10 -1 ,;. -2.3 .. /J
Accompanied by:~ /1-,(,'k.7
Time: a p;o
Any Item not "OK" must be documented. A check mark =. OK. X = Action Required
L TAll,JNGS SLURRY TRANSPORT SY:
Ii'.Lspection I_te~ :~m ce.u-1 CeU2 Cell 3 I Cell 4A I Cell 4B
Leaks, Damage, Blockage, Sharp Bends
~ Loose Connections
Damage, L9ss of.Support
Leaks,_Bloc__lced_, Closed
Point(s ) of Discharge ·bnproper Location or Orientation
IL OPERATIONAL. SYSTEMS and ·INTERIOR of CELLS
Insn,o.rtion Items Conditions of Potential Concern Ce l Cell2 Cell3 Cell 4A Cell4B
N ··s . • E w N $ E w 1' s E w
Interior Cell Walls ./ ./
.--
/ ./ ./ / / v ./ V v..,. v / / ./ J ✓ ./
Liner Observable Liner Damage / / -"./ V / / ./ V './
.,. V v✓ // ./ ✓ ,./ v' j
Water Level Greater Than Operating Level, Large
./ Change Since Previous Inspection / ./ /' /
Beach Gracks, Severe Erosion, Subsidence ,/✓ ✓/ ✓-/ / /
Liner and Cover ·Erosion of cover. Ex.posure of Liner ./ ./ ✓ / ,/
Presence of Sediments Sediments should be saturated Yortv NIA NIA NIA Yor®
"'-·--·.-..C.u.[ l b1n ::!> -£.h.t::."' .s, • ' .-r::.'ioi::i ±J&c c::/,'---.,,,,',,,•L.J., ~
"'-· ,,
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
ill. DIKES AND EMBANKMENTS
Ins(;!ection Items Conditions of PQtential Dike 1-] Dike 1-
Conr.,.m lA
Slopes Sloughs or Sliding Cracks,. No No
Bulges, Subsidence, Severe yjsibl~ visible
Erosion, _Moist Areas, Areas exterior exterior
of Seepage Outbreak slope or slope or
dike to dike to
inspect inspect
Crest Cracks; Subsidence, Severe No No
Erosion visible visible
exterior exterior
·slope or slope or
dike to dike to
.insoect insoect
IV. FLOW RATES
03/17 Revision: EFR 2.5
Page22 of37
Dike 2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to.
inspect insoect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
ins oect insoect
Dike
4A-S
/
/
I Slurrv Llg;(s)
0
Pond.Return S-=X •Tails
[GPM .a.
I
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Point
Observed Entire Discharge Llne
VI. DUST CONTROL
Dusting
Wind Movement of Tailings
Precipitation: <") inches liquid
Slimes '15'~ q-,. '-I..,
a
~--.,.....-_Yes
Z Yes
I
Cell2 Cell3
./ /
✓ /
Dike Dike
4A-E 4B-S
/ /
/ /
Spray~tem
a J
/ No
____ .No
' I
Cell4A Cell4B
./ /
/ /
·'·
White Mesa Mill --Standard Operating Procedures
Bocik 11: Environmental· Protection Manual, Section 3.1
General Meteorological conditions:
VIl. DAILY LEAK DETEcrJON CHECK
03/17 Revision: EFR 2.5
Page23 of37
Daily Leak Detection Checks are recorded:oiftheDaily Inspection Data form included
as Attachment A-1 of the ·DMT -P.lan
vm OBSERVATIONS·.OF POTENTIAL CONCERN
-~,.:fl..,,,J 0--1 vw-~-,C,~
Action Required
Tailings Daily lnsp~tion Report
Tailings Sluny Disciial'ge Locatio11
So\ v-+; Of'\
C·ELLN0.1
Dike l•
Oat ...........,_~----.......,_--'-"_
Insp
MILL SITE
N
White Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRJ 13.0
Page 17 of26
ATTACHMENT A-1
DAH. Y INSPECTION DATA
Inspector:~(11/ Jlo I J,lv
Date: 10/,t.7 /;i.ox>
Accompanied. by:.'"'M'-'-'VA..,_ __
Time: .u:D-1.>~...,D"'°-----
Any Item not "OK" must be documented. A check mark = OK. X = Action Required
Vll. DAILY LEAK DETECTION CHECK
Cell I Cell 2 Cell 3 CeU4A ·Cell 4B
/ / / / /
Leak ✓ Checked v Checked / Checked ./ Checked (/ Checked
Detection
__ Wet~Dry __ Wet~Dry ./ / Wet Dry .-...:!_ Wet __ Dry System __ Wet __ Dry ----
Checked
Initial level 1 ~ .1 Initial level 118 0 -Initial level -Initial level ~ Initial level
Final Final -Final Final Final
~Dl 8'.2 --level P:f D 8.500 level level level level
Gal. pumnP.CI Q Gal. pum....-i 0. Gal. pum rvoA r) Gal. pumped (? Gal. pum ped I')
Record Obsenations of Potendal Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
?
' , .. ' ..
White Mesa Mill -Swtdard Operating Procedures
Book -11 : Environmental Protection Manual, Section 3. 1
03/l 7 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAU..Y INSPECTION DATA
Inspector: '"'1 Cllllncr ~oll;J...j
Date; 1O/a,-r /,.o;;,3
Accompanied by:.s.:;t'(,=1:!!,;.;f. __
Time:____Q.8'J O
Any Item not "OK" must be documented. A check marlc = OK, X == Action Required
L TAILJNGS SLURRY TRANSPORT SYSTEM l
fns,_.tion Items eondition~ of Potenti<1J COD"-"'m Cell 1 Cell2 Cell 3
Slu rry Pi pt!line Leaks. Damage, Blockai!:e, Sham Bends ./ ✓ ✓
Pioeline Joints Leaks, Loose Connections ✓ ✓ ✓
Pi oeline Suoo orts Dama2e, Loss of.Supoort J ✓ ✓
Valves Leaks, Blocked. Closed ../ ✓ ✓
Point(s) of Discharge ·lmorooer Location or Orientation ✓ ✓ J
D. OPERATIONAL.SYSTEMS and ·INTERIOR of CELLS
Ins~~tion lteml! Conditions of Potential Concern Cell 1 Cell 2 Cell3
N ··s . • E w
Interior Cell Walls / ./ ./ / ../ ./
Liner Observable Liner Damage ./ / / / ./ ./
Water Level Greater Than Operating Level, Large / ./ ✓ Change Since Previous Inspection
Beach Cracks. Severe Erosion. Subsidence J / .../
Liner and Cover 'Erosion of cover, Exposure of Liner /_ ./ ../
Presen~ of Sediments Sediments should be saturated Yor/N) NIA NIA --I ,,-,II I hJl.c. 5..01'1 '""D ,ii n 1'nf . /,'n r r . '11\,.hk.. -
\J
Ce114A Cell4B
✓ ✓
./ ./
✓ ./
✓ ✓
✓ ./
Cell 4A Cell4B
N S E w N S EW
./ ./ / ./ ./ .,, ✓ ./
./ / / / ,I / / ,
/ /
./ ~
/ -...
NIA Yo{N)
••
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
ill. DIKES AND EMBANKMENTS
In~~ection Items Conditions of PQ~ntial Dike 1-1 Dike 1-
Concern IA
Slopes Sloughs or Sliding Cracks,. No No
Bulges,.Subsidence, Severe '4sible visible
Erosion, .Moist Areas, Areas exterior exterior
of Seepage Outbreak slope or slope or
dike to dike to
insoect insoect
Crest Cracks, Subsidence, Severe • No No
Erosion visible visible
exterior exterior
slope or slope or
dike to dike to
.insoect ins oect
IV. FLOW RATES I
03/17 Revision: EFR 2.5
Page 22 of37
Dike2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insnect inspect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
ins oect ins oec t
Dike
4A-S
J
/
Slurrv.Linl"is) PondRetum S-X ·Tails
GPM () 0
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Point
Observed Entire Discharge Line
VI. DUST CONTROL
Dustin g
Wind Movement of Tailings
Precipitation: Q inches liauid
Slimes , , --,.;;::n~ 4A'f "-14()
Cell 2
/
./
C)
Yes ---7"""'7""-Yes
Cell 3
/
/
Dike Dike
4A-E 4B-S
/ /
/ /
Snrav Svstem
C)
/ No
No
Cell 4A Cell4B
/ ~
/
.I!
Whit.eMesa Mill -'Standard Operating Procedures
Book n: Environmental · Protection Manual, Section 3.1
GeneralMeteorofogical con~itions:_Pt.....:<;;:....:c..:~=....,;...i,
VIL DAILY LEAK DETECTION CHECK
03/17 Revision: EFR. 2.5
Page 23 of37
Daily Leak Detection Checks are recorded .on the 'Daily Inspection Data form included
as Attachment A-1 of tbe·DMT -P.lan •
VIll OBSERVATIONS .OF POTENTIAL CONCERN
---: • W uk1j -hJs e,le. v.-,f io115 co w,pk f c.
Action Required
Tailings Daily Insp~tion Report
Tailings SlunJ Discharge Location
ELL_NQ. 4B
s~ \~+; oq
'7.
Dc1te: 101.,1,7/2 02,3
Inspector: -1.:'nn,r. »0 11;-J½,
Sol v.+;ot'"\
CELLN0.1
n· 1-
MILL SITE
N
White Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRI 13.0
Page 17 of26
ATI'ACHMENT A-1
DAil..Y INSPECTION DATA
lnspector:k'u.,c,,f(i ¥;. kc:b
Date: l(>,'29•20'2.J>
Accon:ipanied .by:_MM
Time: 09l.!;,
Any Item not "OK" must be documented. A check mark= OK. X = Action Required
Vll. DAILY LEAK DETECTION CHECK
Cel11 Cell 2 Cell 3 Cell ,4A Cell 4B
Leak / Checked .,,,-Checked .,,,, Checked ,,-Checked ./ Checked
Detection
/wer __ Dry /wet __ Dry System __ Wet _,,,,,-Dry __ Wet /Dry __ Wet~Dry
Checked
Initial level 7,, (p 11.t10 Initial level -Initial level -Initial level -Initial level
Final _ Final Final Final Pinal
level level --level -level l 'ila 'il-u level 8o l 8J...
Gal. pumnNI 0 Gal. pum ped 0 Gal. pum..,,.rf 0 Gal. p umnNi l 9 l /o Gal. pump,vl 0
Record Obsecyations of Potential Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
•'~ ~
·-
White Mesa Mill -Standard Opera.ting Procedures
Book 11 : EnviroJlOlental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAILY INSPECTION DATA
Inspector: Kuwtit R,. w~
Date; IO • 213 • 21>1-'3
Accompanied by: tJ II\
Time: 0 8 2:-5
Any Item not "OK" must be documented. A check marlc = OK, X = Action Required
L TAILINGS SLURRY TRANSPORT SYSTEM T
msnection Items Conditions of Potential Concern Cell 1 Cell2 Cell3
Slurrv ·Pioeline Leaks, Dama ee, Blockar!:e, Sh am Bends /' .,,,,,r ✓
Pioeline Joints Leaks. Loose Connections .,,,.,. / /
Pi peline Suoo orts Damage, Loss of.Suno ort / / /
Valves Leaks, Blocked. Closed ./ / /
Paint(s) of Discharge ·Imorooer Location or Orientation / / ./
IL OPERATIONAL SYSTEMS and INTERIOR. of CELLS
Insnection Items Conditions of Potential Concern Cell l Cell2 Cell3
N ··s. "E w
Interior Cell Walls / / ..,,,, ./ / /
Liner Observable Liner Dama ge ./ / .,,,, / __,. .,,.,
Water Level Greater Than Operating Level, Large / / Chan ge Since Previous Insoection /
Beach Cracks, Severe Erosion, Subsidence / / /
Liner and Cover 'Erosion of cover, Exposure of Liner / / ./
Presence of Sediments Sediments· should be satunlted YarW NIA NIA --r,, 11.ltl l,1,1.!!,. t k r. StJ 'I ~t.Jr,rlr.,rq +i:i, LJ ,w·· .,,-t,;1,,,,. '
Cell4A Cell4B
~ ..,,,-
/' __,. ..,,, .,,.--
/ .,,,-
/ /
Cell4A Cell4B
N S E w !'I S E w
./ ,,, / ,,,. / ,... ./ ✓
./ / / ./ ..,,, . .,,, / /
·/ /
--.,,,...,,
/ ./
NIA Y oiOO
-;.
White Mesa Mill -Stand11rd Operating Procedures
Book 11: Environmental Protection Manual, Section 3 .1
fil. DIKES AND EMBANKMENTS
Ins~yon Items Conditions of Potential Dike 1-I
Concern
Slopes Sloughs or Sliding Cmcks, No
Bulges, Subsidence, Severe ~sible
Erosion, _Moist Areas, Areas exterior
of Seepage Outbreak slope or
dike to
insnect
Crest Cracks, Subsidence, Severe No
Erosion visible
exterior
slope or
dike to
-insnect
IV. FLOW RATES I
Slnrrv -Li..,./s'I
~-
GPM ()
Dike 1-
IA
No
visible
exterior
slope or
dike to
insoect
No
visible
exterior
slope or
dike to
insoect
03/17 Revision: EFR 2.5
Page 22 of37
Dike 2 Dike 3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect insoect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
ins pec t ins oecl
Dike
4A-S
/
/
Pond.Return S-XTails
n n
V. PHYSICAL INSPECTION OF SLURRY LlNES(S)
Walked to Discharge Polin
Observed Entire Discharge Line
VI. DUST CONTROL
Dustin~
Wind Movement of Tailings
Precioitation: a.oea inches liquid
Slimes L/ '1 C, t../ 3 ~ 4
Yes -----
..,,,--Yes
Cell 2 Cel13 ..--,.,,--
-------
Dike Dike
4A-E 4B-S
/ /
/ /
Sorav Svstem
0
---No
_____ No
Cell4A Cell4B
_,,,,,,-/ ---
/'·.
White Mesa Mill -'Standard Operating Procedures
Book 11: Environmental · Protection Manual, Section 3.1
General Meteorological conditions:...-..._.......__ ___ .,._
VIl. DAILY LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page23 of37
Daily Leak Detection Checks are r«orded on the ·DaUy Inspection Data form included
as Attachment A-1 of the DMT .Plan
VIlI OBSERVATIONS·.OF POTENTIAL CONCERN
,V 0 f~ i fl j -l-o ~{Jo(:+-
Action Required
rJ o;rae....
Tailings Daily Insp~tion Report
Tailings Slllll}' Discharge Locatiou
ELL NO. 4B
$~\~+ioq .
';";
Date : /0-2.8 -20 22>
Inspector: ~if, takb'·
So\ II\+; Of'\
CELLN0.1
MILL SITE
N
. -.,,.
White Mesa Mill-Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRI 13.0
Page 17 of26
A'ITACHMENT A-1
DAll.Y INSPECTION DATA
Inspector: 14.-t.,dL eJ.ccb
Date: 10,2,q,:zoi.,
Accompanied .by:~
Time: 0 7 '(
Any Item not "OK" must be documented. A check mark = OK. X = Action Required
VB. DAO.. Y LEAK DETECTION CHECK
Cell 1 Ce112 Ce1l 3 Cell 4A Cell 4B
Leak .,,--Checked .,,.,,,.,-Checked ,./" Checked /" Checked .,,,,,,,-Checked
Detection
System __ Wet~Dry __ Wet /ory __ Wet .,,,,,,,-Dry /wet __ Dry ✓ Wet __ Dry
Checked
Initial level 9, S Initial level -Initial level --Initial level -Initial level / J. Y 0
Final Final Final Final Final ---level /~IO':f {(p lev.el i5 01 8 ?.-level level level
Gal. DUfflnM 0 Gal. pum,.....r1 0 GaJ. p Uffll"">AA 0 Gal. pumoed 0 Gal. pum ped 0
Record Obser,-alions of Potential Concem and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
:✓~ -
l:.
'\.
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protectio.n Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAILY INSPECTION DATA
Inspector: k'..u,..¾ gkt.s
Date; I0 -'2-'l,2023
Accompanied by:~tJ .... I.L-6~-
Time: 07 '-/ 0
Any Item not "OK" must be documented. A check mark =. OK, X = Action Required
L TAILINGS SLURRY TRANSPORT SYSTEM I
fusruo.rtion Items Conditions of Potential Concern Cell 1 Cell2 Cell 3
Slu rrv -Pioeline-Leaks, Dama ge , Blocme, Sh am Bends .,,,,,,-/ .,,/'
Pi peline Joints Leaks, 'Loose Connections ✓ / /
Pioeline Suooorts Damage, Loss of. Support .---/ /
Valves Leaks, Blocked, Closed / / /
Point(.s) of Dischar ge • lm orooer Location or Orientation 7 ✓ /
IL OPERATIONAL 'SYSTEMS and ·INTERIOR of CELLS
Ins,v,.rtion Items Conditions of Potential. Concern Cell l ·cell 2 Cell3
N "S. 'E w
Interior Cell Walls ./ / / / / /
Liner Observable Liner Damage ✓ .,r / ./ /' /
Water Level Greater Than Operating Level, Large / / Change Since Previous lnsoection / ..
Beach Cracks, Severe Erosion, Subsidence ✓ /· /
. Liner and Cover 'Erosion of .cover, Ex posure of Liner ,/' ✓ /
Presence of Sediments Sediments should be saturated Yox@ NIA NIA --r_,._ 11:ll:.I \.I ..... .ft.,. _..,Al l tovt.rJn.a. +I., , .,-.,. __ ,,.i,.,:b r,.
Cell4A Cell4B
.,,,-.,,,-.,,,. .,,,,,-
.,,-...,,.-
/ ..,,,.-
/ ,---
Cell 4A Cell4B
N S E w N S E W
✓ / ✓ ,,,, ./ / / /
/ / / ./ r· / / ./
/ /
/ .,.,...,,,
✓ /
N/A Y ort'f-D
-
.... ..
"'
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
IlL DIKES AND EMBANKMENTS
Insl!ection Items Conditions of Potential Dike 1-1
Concern
Slopes Sloughs or Sliding Cracks,. No
Bulges, Subsidence, Severe vjsible
Erosion, _Moist Areas, Areas exterior
of Seepage Outbreak slope or
dike to
insoect
Crest Cracks; Subsidence, Severe No
Erosion visible
exterior
• slope or
dike to
.insoect
IV. FLOW RATES I
Slurrv J.in,,Js)
GPM (_)
OUs;e 1-
lA
No
visible
exterior
slope or
dike to
insoect
No
visible
exterior
slope or
dike to
insoect
03/17 Revision: EFR 2.5
Page 22 of37
Dike 2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect insoect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
ins oect insoect
Dike
4A-S
/
/
PondRetum S-X-Tails
0 e>
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
-
Walked to Discharge Polt1t
Observed Entire Discharge Line
VI. DUST .CONTROL
Dusting
Wind Movement of Tailin~s
Precipitation: -e--inches liQuid
Slimes 'f .5 9 ~?, 5C.
Cell 2 _,,.,..,,,.
.,,..,-
-----::--_Yes
7 Yes
Cell 3 .,,,,,,-
~
Dike Dike
4A-E 4B-S
/ /
/ /
Sorav Svstern
r)
/ No
____ No
Cell 4A Cell4B
.,,/" /
/ /
~t~
-.
White Mesa Mill -Standard Operating Procedures
Book ll: Environmental · Protection Manual, Section 3 .1
GeneraI,Meteorofogical conditions: Pu±l 'y C ! .. v J L ✓ 7
Vll. DAILY LEAK DETECllON CHECK
03/17 Revision: EFR 2.5
Page23 of37
Daily Leak Detection Checks are recorded on the •Daily Inspection Data fonn included
as Attachment A-1 of the:DMT -Plan •
vm OBSERVA TIONS·OF POTENTIAL CONCERN
/vofh;~ 1-o ¼-p CJ' ,-t-
Action Required
N6/V~
Tailiugs Daily h1sp~tion Report
Tailings Slurry Discharge Locatiou
ELL.NO. 4B
s~\""·hoq.
r-~
Date ; to ,zq .1p2.3
Inspector;~~ ~he.-r~
Sol v.+; Or'\
C-ELLN0-.1
MILL SITE
N
• .I
White Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRI 13.0
Page 17 of26
ATI'ACHMENT A-1
DAILY INSPECTION DATA
Inspector: D,.,..., 6-'r""'_,_
Date: tQ~ 30:::~3 7
Accompanted by: ~-u-do!(,
Time: a-raa
Any Item not "OK" must be documented. A check mark = OK, X = Action Required
VIl. DAILYLEAKDETECTION CHECK
Cel1 l Cell 2 Cell 3 Cell 4A Ce1 14B
Leak ~ Checked _ _,,,,,,.,--Checked ✓ Checked ~/ Checked V:::::: Checked
Detection
System __ Wet_LDry __ Wet_L__Dry __ Wet-----L.-Dry ~Wet __ Dry ~ Wet __ Dry
Checked
Initial level -Initial level -Initial level -Initial level ,o.a Initial level / :L. ;Llj
Final Final Final Final Final
level -level --level -level .' '11 Q':1 f C:. level SQ t 'J' 2_
Gal . oum.--A l!) Gal. oumoed C> Gal. oum.,,..-1 "" Gal . pum=.ci Q Gal. oumoed ~
Record Observations of Potential Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
,
. ' . ..
White Me.<ia Mill -Standard Operating Procedures
Book ·11 : Environmental Protection Manual , Section 3.1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAILY INSPECTION DATA
Inspector: D e C ... &-1 v,:nNQ
Date; 10-,n-.1 3 7
Accompanied by : :,;'.a.,v:(p,lt.:P-. -
Time: 0 7 00 -/
Any Item not "OK" must be documented. A check mark =-OK, X::: Action Required
L TAILINGS SLURRY TRANSPORT SYSTEM
fus ec tion Items Co ditions of Potential Co cem Cell 1 Cell2 Cell 3 Cell4A
Leaks, Dama e, Bloc Bends
Leaks, Loose Connections
Dama e, Loss of. Su rt
L eaks, Blocked, Closed
Pain s of Dischar e ·Im ro r. Location or Orientation
IL OPERATIONAL SYSTEMS and INTERIOR of CELLS
Ins oection Items Conditions of Potential Concern Cell l Ce112 Cell3 Cell4A
N ··s. E w N S E w
Interior Cell Walls ./ ./ .I / ./ / ./ ./ ./ .//
Liner Observable Liner Dama ge ./ V ,/ ✓ ✓ , ../ -/ ./ ./ J j
Water Level Greater Than Operating Level, Large
Change Since Previous Ins pection / / / ./
Beach Cracks, Severe Erosion, _Subsidence / ./ / ./
Liner and Cover 'Erosion of tover, Exo osure of Liner ./ ../ ,/ /
Presence of Sediments · Sediments·should be saturated Yor6) NIA NIA NIA
. c.d:.1, c· E:. .. ,s ~.Q; ~ ca i.ecc:~ 12 Q ~c. :J Ii iac:r:;;: ,/,•c.: .,..Lo
Cell4B
Cell4B
N S E w ,,..
i--,,., v.,... // /
j ./ /✓ ,,. /
,,r
,/
/
YortN
..
White Mesa Mill -Standard Operating Procedures
Book 11 : Environmental Protection Manual, Section 3.1
ill. DIKES AND EMBANKMENTS
Ins~tion Items Conditions of Potential Dike 1-1 Dike 1-
Concern lA
Slopes Sloughs or Sliding Cracks, No No
Bulges, Subsidence, Severe vjsible visible
Erosion, Moist Areas, Areas exterior exterior
of Seepage Outbreak slope or slope or
dike to dike to
inspect insoect
Crest Cracks, Subsidence, Severe No No
Erosion visible visible
exterior exterior
slope or slope or
dike to dike to
insoecr insoect
IV. FLOW .RATES I
03/17 Revision: EFR 2.5
Page 22 of37
Dike2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect insoect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect insoect
Dike
4A-S
/
/
SlnJTV T ,.i .... Js) PondRetum S-X-Tails
GPM ,..., r,.
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Point
Observed Entire Discharge Line
VI. DUST CONTROL
Dusting
Wind Movement of Tailings
Precipitation: 0 inches liauid
Slimes 1,,/ r:-e> ~,.,., ~ ,:-
Cell 2
✓
✓
0
Yes
---z---::-Yes
Cell 3
/
/
Dike Dike
4A-E 4B-S
/ /
/ /
Sorav Svstem
I"'>
/. No
_____ No
CeU4A Cell4B
_,,,.,,,--./
~ _....,,,
,;,I'· ;· ··~ ...
White Mesa Mill -·srandacd Operating Procedures
Book n: Environmental Protection Manual, Section 3.1
GeneralMeteorological conditions: c1.-,.,,.-::
VIL DAR.. Y LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page 23 of37
Daily Leak Detection Checks are recorded :on · the-Oaily Inspection Data fonn included
as Attachment A-1 of the·DMT·Plan •
VIll OBSERVATIONS OF POTENTIAL CONCERN
--h/'~ vV.u/ ~s· ~7 /de_,
w-l<f 1 I3-ltV .fi l{p,.s-~~~
Action Required
Tailings Daily h1sp~tion Report
Tailings Sluny Disciiarge Locatiou
·ELL NO. 4B s~ \\),,h o'1
Date : ,a -
Inspect •
I.
J"
Sol v-+; Cf\
CELLNO -~ 1
Mill SITE
N
While Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRI 13.0
Page 17 of26
ATTACHMENT A-1
DAILY INSPECTION DATA
Inspector: D,. ee c..-rotn_
Date: JI} ... 31--;.:! ,/J
Accompanied .by : ,.;..ec fb,//.J<,.y
Time:~ ..... 12L.<.,a.______ /
Any item not "OK" must be documented. A check mark= OK, X = Action Required
VII. DAD., Y LEAK DETECTION CHECK
Cell 1 Cell 2 Cell 3 Cell 4A Cell 4B
Leak ./ Checked ./ Checked ./ Checked ./ Checked ✓ Checked
Detection
__ Wet~Dry _Lwel __ Dry System __ We1-?Dry __ Wet_L_Dry _L___ Wet __ Dcy
Checked
Initial level -Initial level -Initial level -Initial level t0,"3 Initial level ,,a 1 ;,t(
Final Final Final Final Fi nal
level ....-level -level -level / "{ IQ I,{ 1111 level 'il~csa
Gal. Dum ..... rl Q Gal. oum---' 0 Gal. Dum~r1 rJ Gal. pumped ,-, Gal. pumped I")
Record Observations of Potential Concern and Actions Required on the Daily Inspection Form included in the Tailings Management
System (Appendix A-1)
...... ..
, ~
White Mesa Mill -Standard Operating Procedures
Book ·l l: Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 21 of37
APPENDIX A-1
DAaY INSPECTION DATA
Inspector:D""' fr½cdrW1
Date; 1,2 -31 -:aa / +
Accompanied by:,;;.ec< ~ ft
Time:_a_-z,L.s..0u0'4--___ _
Any Item not "OK" must be documented. A check mark= OK., X = Action Required
L TAILINGS SLURRY TRANSPORT SYSTEM
fns ti.on Items Condi • on of Potential Concern Cell I Ce 2 Cell 3 Cell4A
Leaks,Dama Bends
Pi Leaks, Loose Connections
Pi Orts Dama e, Loss of. Su n
Valves Leaks, Blocked, Closed
·hn ro r Location or Orientation
Il. OPERATIONALSY.STEMSandINTERIORofCELLS
lnsoection Items Conditions of Potential Concern Cell 1 Cell2 Cell3 Cel1 4A
N ··s. EW N S E w
Inte .rior Cell Walls ./ ./ j ./ ./ ./ v ./ i,,,/ ,, /
Liner Observable Liner DamaS,?;e / ✓ 1./ ./ / ./ ,/ ./ v/
Water Level Greater Than Operating Level, Large
Change Since Previous Insoection ./ / ,/ /'
Beach Cracks, Severe Erosion, .Subsidence /_ / --.'/ "/
Liner and Cover Erosion of cover, Exoosure of liner ✓ / ,/ ✓-
Presence of Sediments Sediments should be saturated Yor& NIA NIA N/A
--: C.-J.(. i. h-~ ~I~~ ,c,.,, ! r,.., .,,~,,.,:-.n J.✓-J' /,'---,/,,:,,"{_(,,.
I .,
Cell 4B
Cell 4B
N S E w
v ./ V ./· v -~
./ .I ./ v/
,/
/
/
Yor~
-
' ~
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3 .1
fil DIKES AND EMBANKMENTS
Insgection Items Conditions of Potential Dike 1-1 Dike 1-
Concern lA
Slopes Sloughs or Sliding Cracks,. No No
Bulges, Subsidence, Severe 16,sibl~ visible
Erosion, _Moist Areas, Areas exterior exterior
of Seepage Outbreak slope or slope or
dike to dike to
inspect insoect
Crest Cracks, Subsidence, Severe No No
Erosion visible visible
exterior exterior
slope or slope or
dike to dike to
.insoect inscect
IV. FLOW RATES
03/17 Revision; EFR 2.5
Page 22 of37
Dike2 Dike3
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
insoect insoect
No No
visible visible
exterior exterior
slope or slope or
dike to dike to
inscect insoect
Dike
4A-S
/
/
Slurry ,Line(s) Pond,Retum S_-X Tails
I GPM Q Q
V. PHYSICAL INSPECTION OF SLURRY LINES(S)
Walked to Discharge Polin
Observed Entire Discharge Line
VI. DUST CONTROL
Dusting
Wind Movement of Tailings
Precipitation: I") inches liquid
Slimes '1./_,,,_{2_0 ~ 9
Cell 2
L /.
a
_____ Yes
v-:::::::: Yes
Cell3
L
/_
Dike Dike
4A-E 4B-S
/ /
/ /
Spray System
a
"
./ No
_____ No
Cell4A Cell4B
L /
L /
_/'·-~-
White Mesa Mill -Standard Opt:rating Procedure!!
Book 11: Environmental Protection Manual, Section 3.1
General-Meteorological conditions: c { r o,..
VIL DAll, Y LEAK DETECTION CHECK
03/17 Revision: EFR 2.5
Page 23 of37
Daily Leak Detection Checks are recorded on the "Daily Inspection Data form included
as Attachment A-1 of the DMT Plan
vm OBSERVATIONS OF POTENTIAL CONCERN
J"\o~f $,df(~ J"U':-i.,-~r$ c;..pr,ylJ~
Action Required
Tailings Daily Insp~tion Report
Tailings Slllll)' Discharge Location
ELLN0.4B
S~\1,).,-hoq;
Date: 1<2 -31
Inspect : : 1,
Sol v.·h Ot'\
C·ELLN0.1
MILL SITE
N
r
Weekly, Monthly and Quarterly Inspections for the
Evaluation Period
(January 1, 2023 through December 31, 2023)
Weekly Inspection Reports
(October 2023)
White Mesa Mill -Standard Operating Procedures 03/17 Revision: EFR 2.5
Page 25 of37 Book 11: Environmental Protection Manual, Section 3.1
APPENDIX A-2
WIDTE MESA MILL
WEEKLY TAILINGS INSPECTION
Inspectors: ~ne.r ~o I 1:j~j
1. Slimes Drain Liquid Levels Cell 2 Pump functioning properly _fu__
_ ___,~...,.Q""". _S) _____ Depth to Liquid pre-pump
__ i:t~'-~·~l5~ __ Depdl to Liquid Post-pump
(all measurements are depth-in-pipe)
Pre-pump head is 43,41 '-Depth to Liquid Pre-
pump = ;;1.,8'.8'.'.
Post-pump head is 43.41' -Depth to Liquid Post-
pump = L 2.C, •
2. Existing Decontamination Pad (concrete):.~k>o'-="-~-=-.... &-=-oo=J.~-----________ _
3. Tailings Area Inspection (Note dispersal of blowing tailings):
~ QCO'\_ •~ io, ifoA ,o,,J,io11.
4. Sediments visible in: Ce111: Yo@ Cell 4B: Y 0(8} If yes, are they saturated? Y Or N
5. If no, note corrective actions :_fl-1........,-'-';/}'---------------------
6. Control Methods Implemented:~,..✓,-c.c'--------------------
7. Remarks: E ":.she J O, L,bcc &-W .Sq:Mf;;j 'Re~ fl. I ooJ J: ll .E;2 Do,., A 1.J..... MM,
kt.c.._C/l wpb-oo .s.e1r1pks Coll,,;,4.J f'tt:~eal Ci'---1j C1 p;Jo ~ t n.o b~t'-'.
8. Designated Disposal Area for Non-Tailings Mill Waste (awaiting DRC approval)
l..oob r,J
White Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFR1 13.0
Page 18 of26
1. Pond and Beach
elevations (msl, ft)
ATTACHMENT A-2
WEEKLY TAILINGS INSPECTION
Inspectors: --r;. .. llL'r Ho 11:J"j
Cell I: (a) Pond Solution Elevation
(b) FML Bottom Elevation ___ 5597 __
(c) Depth of Water above FML ((a)-(b)) __,_17....:...:...,, I .... Q'------
Cell 4A: (a)Pond Solution Elevation 558'. fo,O7
(b)FML Bottom Elevation ___ 5555.14_
(c)Depth of Water above FML ((aHb)) ___,.3=0..:.... 'P-=----
Cell 4B: (a)Pond Solution Elevation 55f$0 . .17
(b)FML Bottom Elevation ___ .5557.50
(c)Depth of Water above FML ((a)-(b)) ---'~=7 __,_7 __ _
(d)Elevation of Beach Area with Highest Elevation
(monthly)
2. Leak Detection Systems
Obsetvation:
New Decon Pad Portal l New Decon Pad . Portal 2 New Decon Pad Portal 3
, I
Is LOS (Portal) wet or __ wet__{__dry __ wet~dry __ wet~dry
dry?
If wet, Record liquid -Ft to Liquid -Ftto Liquid -Ft to Liquid
level:
If wet, Report to RSO
* Does Level exc~ 12 inches above the lowest point on the bottom fle,uble mell)brane liner (solution
elevation of 5556.14 amsl for Cell 4A and 5558.50 for Cell 4B)? _/_ no __ yes
If Cell 4A leak detection system level exceeds 12 inches above the lowest point on the bottom flexible
membrane liner (elevation 5556.14 amsl), notify supervisor or Mill manager immediately.
3.-New Decontamination Pad (concrete): --1-o..._.0 =k-'>~C~t~oo~d..,.1 ____________ _
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3 .1
03/17 Revision: EFR 2.5
Page 25 of37
APPENDIX A-2
WHITE MESA MILL
WEEKLY TAILINGS INSPECTION
1. Slimes Drain Liquid Levels Cell 2 Pump functioning properly ~e.S
__ 'i_0_._5{_g ___ .Depth to Liquid pre-pump
__ :I~~--'=3 __ ~Depth to Liquid Post-pump
(all measurements are depth-in-pipe)
Pre-pump head is 43.41 '-Depth to Liquid Pre-
pump = 1.;1.z
Post-pump head is 43.41' -Depth to Liquid Post-
pump = l.;2.8' •
2. Existing Decontamination Pad (concrete): j 00k:s. Craj
3. Tailings Area ~s.eection (Note di~~~rsal of blowing tailings):
:f.,; Is ace o I ~ In eoaJ Ca aJ.. :b0r1 •
4. Sediments visible in: Cell 1: Y OlJi} Cell 4B: Y Or@ If yes, are they saturated? Y Or N
5. If no, note corrective actions:--'-,.✓,-=-y.~~=----------------------
6. Control Methods Implemented:__,_r'....1....LJ'--------------------
7. Remarks: BJctwCi eL ll El QL:J..L.e lL 3
8. Designated Disposal Area for Non-Tailings Mill Waste (awaiting DR<;:: approval)
l110o k.$, C,oo,i
White Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRJ 13.0
Page 18 of26
Date: I0/13/~0~
l . Pond and Beach
elevations (msl, ft)
2. Leak Detection Systems
Obsenration:
ATTACHMENT A-2
WEEKLY TAILINGS INSPECTION
Inspectors: -='aotr Yon½
Cell I: (a) Pond Solution Elevation
(b) FML Bottom Elevation ___ .5597 __
(c) Depth of Water above FML ((a)-{b)) ~'~~~• '1=S'----
Ce114A: (a)Pond Solution Elevation S C..00
(b)FML Bottom Elevation ___ .5555.14_
(c)Depth of Water above FML ((a)-(b)) ,3[) -K4.
Cell 4B: (a)Pond Solution Elevation 5580 .13
(b)FML Bottom Elevation ___ .5557.50
(c)Depth of Water above FML ((a)-(b)) ~.",:3
(d)Elevation of Beach Area with Highest Elevation
(monthly)
New Decon Pad Portal I New Decon Pad Portal 2 New Decon Pad Portal 3
/ / -Is LDS (Portal) wet or __ wet~dry __ wet ✓dry __ wet ../dry
drv?
If wet, Record liquid -Ftto Liquid -Ft to Liquid -Ft to Liquid
level:
If wet, Repcrt to RSO
* Does Level exceed 12 inches above the lowest point on the bottom flexible m~e liner (solution
elevation of 5556.14 ams! for Cell 4A and 5558.50 for Cell 4B)? __ no __ yes
If Cell 4A leak detection system level exceeds 12 inches above the lowest point on the bottom flexible
membrane liner (elevation 5556.14 amsl), notify supervisor or Mill manager immediately.
3 . New Decontamination Pad (concrete): --=L .... oa~b ,.___.,.&..,.o..,oA...__ ____________ _
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3 .1
03/17 Revision: EFR 2.5
Page25 of37
APPENDIX A-2
WIDTE MESA MILL
WEEKLY TAILINGS INSPECTION
1. Slimes Drain Liquid Levels Cell 2 Pump functioning properly Y~.s
__ L-1....;;.0_, ll ___ ~Depth to Liquid pre-pump
__ L.f='-~•~'S~_~Depth to Liquid Post-pump
{all measurements are depth-in-pipe)
Pre-pump head is 43.41 '-Depth to Liquid Pre-
pump = 1--10
Post-pump head is 43.41' -Depth to Liquid Post-
pump = I. :Z,fc, •
3. Tailings Area Inspection (Not~ gispersal of blowing tailings):
,-.. a.s, ~c-(!tl.. is. j-, _ff)Ocl, C.ol\tl, +, Dn .
4. Sediments visible in: Cell I: Yo@ Cell 4B: Y o@If yes, are they saturated? Y Or N
5. If no, note corrective actions:----<--';,-:'-').=-----------------------
6. Control Methods Implemented:,__,,,_='--------------------
8. Designated rn!'1 osal Area for Non-Tailings Mill Waste (awaiting DR(: approval)
Loo ks Cr,,14:.
While Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFRI 13.0
Page 18 of26
Date: l o/~/62,.o).3
I . Pond and Beach
elevations (ms1, ft)
2. Leak Detection Systems
Observation:
ATTACHMENT A-2
WEEKLY TAILINGS INSPECTION
lnspectors;'°J NWr-Nol/,J \)
Cel1 I: (a) Pond Solution Elevation
(b) FML Bottom Elevation __ -'5597 __ _
(c) Depth of Water above FML ((a)-(b)) _....._l .... '2 ..... -8'1....._ __ _
Ce114A: (a)Pond Solution Elevation 55g5 '15
(b)FML Bottom Elevation __ -'5555.14_
(c)Depth of Water above FML ((a)-(b)) --=3=0~•~8._l __ _
Cell 4B: (a)Pond Solution Elevation ssgo.oo
(b)FML Bottom Elevation ___ 5557.50
(c)Depth of Water above FML ((a)-(b)) ,:l....1-5Z>
(d)E1evation of Beach Area with Highest Elevation
(monthly)
Ne w Decon Pad , Portal I New Decon Pad, Portal 2 New Decon Pad Portal 3
/ /
Is LDS (Portal) wet or __ wet_L_dry __ wet~dry __ wet /dry
dry?
If wet, Record liquid -Ft to Liquid -Ft to Liquid -Ft to Liquid
level:
If wet, Report to RSO
* Does Level exceed 12 inches above the lowest point on the bottom flexible m~rane liner (solution
elevation of 5556.14 amsl for Cell 4A and 5558.50 for Cell 4B)? __ no __ yes
If Cell 4A leak detection system level exceeds 12 inches above the lowest point on Lhe bottom flexible
membrane liner (elevation 5556 .14 ams!), notify supervisor or Mill manager immediately.
3. New Decontamination Pad (concrete): _L~oo_~~~Cf:_o_o~!_. _____________ _
White Mesa Mill -Standard Operating Procedures 03/17 Revision: EFR 2.5
Page 25 of37 Book 11: Environmental Protection Manual, Section 3.1
APPENDIX A-2
WIDTE MESA MILL
WEEKLY TAILINGS INSPECTION
1. S1imes Drain Liquid Levels Cell 2 Pump functioning properly Y~
-~~D~• .3~~--~Depth to Liquid pre-pump
_Y__.eoc;;2,=--· ..wl 3=--__ Depth to Liquid Post-pump
(all measurements are depth-in-pipe)
Pre--pump bead is 43 A 1 '-Depth to Liquid Pre-
pump = ~.o.S
Post-pump head is 43.41' -Depth to Liquid Post-
pump = 1-28' •
2. Existing Decontamination Pad (concrete):_...,L..,.o"""o:,,f;k ... '>.........,6i=oo=J ___________ _
3. Tailings A~a Inspection {Notx disper:1Pf blowv_nailings):
:r,,,,,b C!-l"°<:0 1:> 10 jocd roott___;:±::io"
4. Sediments visib]e in: Cell 1: Y o@ Cell 4B: Yo® Jf yes, are they saturated? Y Or N
5. H no, note corrective action s:_-"---~..L.L.,__ __________________ _
6. Control Methods Implemented :,.....:....M....:.~..L.!...-------------------
8. Designa~ Disposal Area for Non-Tailings Mill Waste (awaiting DRC approval)
Lpa}<:; frootJ..
White Mesa Mill -Discharge Minimization Technology Monitoring Plan 01/22 Revision: EFR.I 13.0
Page 18 of26
Date: Io/;;.., I :).D~
1. Pond and Beach
elevations (msl, ft)
2. Leak Detection Systems
Observation:
ATTACHMENT A-2
WEEKLY TAILINGS .INSPECTION
Inspectors: 'kao«: Ho I l;ii,j
Cell 1: (a) Pond Solution Elevation
(b) FML Bottom Elevation ___ 5597 __ _
(c) Depth of Water above FML ((a)-(b)) ~I {,.,_,~g~---
Cell 4A: (a)Pond Solution Elevation 55 !75 . 8~
(b)FMLBottom Elevation __ --'5555.14_
(c)Depth of Water above FML ((a)-(b)) -=3 _0 ~ . ._._ __
Cell 4B: (a)Pond Solution Elevation
(b)FML Bottom Elevation ___ 5557.50
(c)Depth of Water above FML ((a)-(b)) AA.XT
(d)Elevation of Beach Area with Highest Elevation
(monthly)
New Decon Pad Portal 1 New Decon Pad . Portal 2 New Decon Pad Portal 3
/ / /
Is LDS (Portal) wet or __ wet~dry __ wet ./dry __ wet ✓dry
dry?
H wet, Record liquid -Ft to Liquid ;., Ft to Liquid -Ft to Liquid
level:
If wet, Report to RSO
* Does Level exceed 12 inches above the lowest pomt on the bottom flexible membrane liner (solution
elevation of 5556. 14 amsl for Cell 4A and 5558.50 for Cell 4B)? _./_ "D"O __ yes
If Cell 4A leak detection system level exceeds 12 inches above the lowest point on the bottom flexible
membrane liner (elevation 5556.14 amsl), notify supervisor or Mill manager immediately.
Monthly Inspections
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 26 of 37
APPENDIX A-3
MONTHLY INSPECTION DATA
Inspector: .:1'~t1t2 rr Yo 1/:1._'U
Date: _ _,_l /'-'s...,1'-'-/-':J.1)=1._3_,__ ______ _
2. Diversio'n Ditches and Diversion Berm:
Observation:'
Diversion Ditches:
Sloughing
Erosion
Undesirable
Vegetation
Obstruction of Flow
Diversion Benn:
Stability Issues
Signs of Distress
Diversion Ditch 1 Diversion Ditch 2
__yes~o _yes~o
__yes no _yes no
__yes 7 °no _yes 7 no
__ yes~no / _yes __ no
/ __yes-,,-no
__yes __ /_no
Diversion Ditch 3 Diversion Berni 2
__ yes ~o
__yes~no
__ yes /no
__ yes~no
3. Summary of Activities Around Sedimentation Pond: ~:c...<..<_.___ ____________ _
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
4. Overspray Dust Minimization:
Overspray system functio ni rop erly : ___ yes ___ no
~ ~/} '
Overspray carri e nore than 50 feet from the cell: _yes ___ .no
·as system immediately shut off? __ yes __ no
Comments : 01lSc "l pr e_) $~:<JCc'.l ,'s no t M op r
03/17 Revision: EFR 2 .5
Page 27 of37
5. Remarks:~,.,,,~-------------------------------
6. Settlement Monitors:
Attach the Settlement monitor monthly survey data (spreadsheet). Note any unusual observations
below .
s:e:Hl ~tY)«tt tMo ,"-bcs Mc. ,·" ~oJ co11J:~1011 . 6 d 41-H"'cb,J J
7. Movement Monitors: (Is there visible damage to any movement monitor or to adjacent
surfaces)?
Ma11 er:1c;,:J roca :+o tJ q,,c-~ v 1's1A..c:>:J :o .(!JaoJ c.,,nJ),.,.,,
9. Monthly LDS Pump Checks in Cells 4A and 4B:
P,ui'\p";> ~ m«tec-~ 1,1,.re.. ~,,Jii,,,,·5 prop er-lj .
Location Trans. Shot Base Applied Elevation
Cell4A '.3 1'. 5574.5 5574.50 Name: Deen Lyman, Tanner Hollldav
lntitial ,. 'ftf 5574.5
Date 1/12/2023
C2W1 2. l'f 5613.53 5613.53
C2W2 '>, ''i'-1 5613.53 5613.53
C2W3
') ' "" 5613.53 5613.53
C2W4 1. ,i::. 5613.53 5613.53
2W5-C I."" 5613.53 5613.53
2W4-N l,'"71 5613.53 5613.53
2W4-S 3_,n 5613.53 5613.53
2W5-N a.'-5 5613.53 5613.53
2W3-S I. 'fq 5613.53 5613.53 1<,..10 2W-5S '"t,10 5613.53 5613.53 c.I
Initial 13,50 5613.53 5613.53 :(,, t 7.3'-f
L.11 5623.14 5623.14
I • (h17 5623.14 5623.14 ig,37 LfA
• I "!>,50 5623.14 5623.14
I ~ t.cn. 5623.14 5623.14 "iB 3-:;,ig • <
5.71 5623.14 5623.14 Lit Y.1'1
.I '!,.~~ 5623.14 5623.14 -; 7.1.f '1 5623.14 5623.14
·. 'i."b'-1 5623.14 5623.14
411 5623.14 5623.14
7 .,-, 5623.14 5623.14
1111 7 3q 5623.14
Initial 1j·::i., 5614.18
3-1N 0,'"75 5614.18 5614.18
3-1C t,70 5614.18 5614.18
3-1S :t.~'i 5614.18 5614.18
3-2N q ,?,I; 5614.18 5614.18
3-2C ~.(5 5614.18 5614.18
3-2S ~-~8 5614.18 5614.18
C3-3S s.,'t 5614.18 5614.18
C3-3C ,:10 5614.18 5614.18
C3-3N b,S7 5614.18 5614.18
C3-4N C. 1\S{ 5614.18 5614.18
C3-4C '-,:% 5614.18 5614.18
Initial ~'7.o'-1 5613.53
C3-6S 5.2'-I 5613.53 5613.53
C3:-6C '3-3'. 5613.53 5613.53
C3-6N i.J .1, 5613.53 5613.53
C3-7S ~ 4.44 5613.53 5613.53
C3-7C s,::2.ci 5613.53 5613.53
C3-7N l.~D 5613.53 5613.53
C3-8S .,_ "lC. 5613.53 5613.53
C3-8C 3 gg 5613.53 5613.53
C3-8N C>.~5 5613.53 5613.53
Location Trans. Shot Base Applied Elevation
Cell4A 3.96 5574.5 5576.98 Name: Deen Lym an. Tanner Ho llida y
lntitial 6.44 5580.94
Date 1/12/2023
C2W1 2.14 5613.53 5624.89
C2W2 3.44 5613.53 5623.59
C2W3 2.66 5613.53 5624.37
C2W4 1.65 5613.53 5625.38
2W5-C 1.99 5613.53 5625.04
2W4-N 1.77 5613.53 5625.26
2W4-S 3.20 5613.53 5623.83
2W5-N 2.65 5613.53 5624.38
2W3-S 1.99 5613.53 5625.04
2W-5S 4.10 5613.53 5622.93
Initial 13.50 5613.53 5613.53
I' 1.21 5623.14 5629.32 . ' 0.27 5623.14 5630.26
3.50 5623.14 5627.03
6.02 5623.14 5624.51
J -5.71 5623.14 5624.82
3.32 5623.14 5627.21
·.•. 7.44 5623.14 5623.09
'j 4.04 5623.14 5626.49
':" 4.71 5623.14 5625.82
7.17 5623.14 5623.36
11• 7.39 5630.53
Initial 3.27 5617.45
3-1N 0.75 5614.18 5616.70
3-1C 1.70 5614.18 5615.75
3-1S 2.24 5614.18 5615.21
3-2N 4.35 5614.18 5613.10
3-2C 3.85 5614.18 5613.60
3-2S 5.28 5614.18 5612.17
C3-3S 5.74 5614.18 5611.71
C3-3C 6.70 5614.18 5610.75
C3-3N 6.57 5614.18 5610.88
C3-4N 6.88 5614.18 5610.57
C3-4C 6.36 5614.18 5611.09
Initial 7.04 5613.53
C3-6S 5.24 5613.53 5615.33
C3-6C 3.36 5613.53 5617.21
C3-6N 2.76 5613.53 5617.81
C3-7S 4.44 5613.53 5616.13
C3-7C 5.29 5613.53 5615.28
C3-7N 1.40 5613.53 5619.17
C3-8S 3.25 5613.53 5617.32
C3-8C 3.88 5613.53 5616.69
C3-8N 0.25 5613.53 5620.32
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 26 of37
APPENDIX A-3
MONTHLY INSPECTION DATA
Inspector: 7 0.t1n .:.r J.l o II ;J,.. i
Dat.e: ?./z'i /7.0-z.3
2. Diversion Ditches and Diversion Berm:
Observation:'
Diversion Ditches:
Sloughing
Erosion
Undesirable
Vegetation
Obstruction of Flow
Diversion Benn:
Stability Is sues
Signs of Distress
Diversion Ditch 1
__yes__Lno
__yes~no
__ yes _Lno
__yes____!_oo
____yes ./ no
__yes J no
Diversion Ditch 2
__ yes~no
__ yes_____.=::.__no
__ yes~no
./ __ yes __ no
Comment: All cl,·k\.,,_s c,.u itt ~oj co,iJ.'kon .
I,
Diversion Ditch 3 Diversion Benn 2
____ ye ./ no --:;;,-___ yes __ no
__yes~no
__ yes / no
3. Summary of Activities Around Sedimentation Pond : ~,✓-~;,;~;4 _____________ _
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
4. Overspray Dust Minimization:
Overspray system fun ct io nin 1 yes'--_~no
.,..,,:, A-
Overspray carried re than 50 feet from the cell : __ yes ___ no
s system immediately shut off? __ yes __ no
03/17 Revision: EFR 2.5
Page 27 of37
5. Remarks: ~.w~-"-'-------------------------------
6. Settlement Monitors:
Attach the Settlement monitor monthly survey data (spreadsheet). Note any unusual observations
below. ~ (, t+l crn co.l MO n •}oc~ AC< i!'.) e ooA w nJ ,°Jio'} • 6 ~~ q.»~cl,c&) .
7. Movement Monitors: (Is there visible damage to any movement monitor or to adjacent
surfaces)?
Mov ,rnc "t r,011 .-}ors o.r-.:. "is>AA/l 'a i,, 8o J co11J:l;o,.,.
9. Monthly LDS Pump Checks in Cells 4A and 4B:
Location Trans. Shot Base Applied Elevation
Cell4A 4.01 5574.5 5576.99 Name: Tanner Holliday, Deen Lyman
lntitial 6.50 5581
Date: 2/23/2023
C2W1 2.11 5613.53 5624.90
C2W2 3.41 5613.53 5623.60
C2W3 2.64 5613.53 5624.37
C2W4 1.62 5613.53 5625.39
2W5-C 1.96 5613.53 5625.05
2W4-N 1.75 5613.53 5625.26
2W4-S 3.17 5613.53 5623.84
2W5-N 2.62 5613.53 5624.39
2W3-S 1.97 5613.53 5625.04
2W-5S 4.07 5613.53 5622.94
Initial 13.48 5613.53 5613.53
1.19 5623.14 5629.31
' • 0.24 5623.14 5630.26
' ' 3.47 5623.14 5627.03 . 6.00 5623.14 5624.50
5.68 5623.14 5624.82
3.30 5623.14 5627.20
7.41 5623.14 5623.09
I• I 4.00 5623.14 5626.50
i ' 4.69 5623.14 5625.81
I 7.15 5623.14 5623.35 .. 7.36 5630.5
Initial 3.30 5617.48
3-1N 0.79 5614.18 5616.69
3-1C 1.74 5614.18 5615.74
3-1S 2.27 5614.18 5615.21
3-2N 4.39 5614.18 5613.09
3-2C 3.87 5614.18 5613.61
3-2S 5.30 5614.18 5612.18
C3-3S 5.77 5614.18 5611.71
C3-3C 6.72 5614.18 5610.76
C3-3N 6.60 5614.18 5610.88
C3-4N 6.91 5614.18 5610.57
C3-4C 6.40 5614.18 5611.08
Initial 7.05 5613.53
C3-6S 5.26 5613.53 5615.32
C3-6C 3.37 5613.53 5617.21
C3-6N 2.78 5613.53 5617.80
C3-7S 4.47 5613.53 5616.11
C3-7C 5.30 5613.53 5615.28
C3-7N 1.42 5613.53 5619.16
C3-8S 3.28 5613.53 5617.3
C3-8C 3.90 5613.53 5616.68
C3-8N 0.27 5613.53 5620.31
Location Trans. Shot Base Applled Elevation
Cell4A '-\ .D \ 5574.5 5574.50 Name: Tanner Holliday , Deen Lyma n
lntitial (.,. (.(\ 5574.5
Date: 2/23/2023
C2W1 '2-II 5613.53 5613.53
C2W2 ,.41 5613.53 5613.53
C2W3 --z... "1-1 5613.53 5613.53
C2W4 1 b~ 5613 .53 5613.53
2W5-C I i& 5613.53 5613.53
2W4-N J.7.5 5613.53 5613.53
2W4-S 1. 17 5613.53 5613.53
2W5-N Z.b-Z. 5613.53 5613.53
2W3-S 1,q97 5613.53 5613.53
2W-5S 4.0i 5613.53 5613.53
Initial 13,1.fg 5613.53 5613.53
Ll'I 5623.14 5623 .14
C>. ?.'"I 5623.14 5623.14
?, ."7 5623 .14 5623.14
i...00 5623.14 5623.14
i;,'-K 5623.14 5623.14
I "3.30 5623.14 5623.14
-,.~I 5623.14 5623.14
'-4 ,00 5623.14 5623.14
Lj,{,.q 5623.14 5623.14
,,15 5623.14 5623 .14
,.3(.,. 5623.14
Initial ~ '..\D 5614.18
3-1N ()_7q 5614.18 5614.18
3-1C \ ., 'i 5614.18 5614.18
3-1S ?..."'{.""1 5614.18 5614.18
3-2N 14.3'1 5614.18 5614.18
3-2C -,,.1~7 5614.18 5614.18
3-2S ~.JO 5614.18 5614.18
C3-3S ~.71 5614.18 5614.18
C3-3C c..Tl-5614 .18 5614 .18
C3-3N G,.<oC> 5614 .18 5614 .18
C3-4N '-.Gil 5614 .18 5614 .18
C3-4C c..~o 5614 .18 5614 .18
Initial "7.0S 5613.53
C3-6S ", -rL 5613.53 5613.53
C3-6C 1,;~7 5613.53 5613.53
C3-6N "?_. 7K 5613.53 5613.53
C3-7S LL41 5613.53 5613.53
C3-7C !;_30 5613.53 5613 .53
C3-7N l,Y"Z.. 5613.53 5613 .53
C3-8S 3 ,-Z.K 5613.53 5613.53
C3-8C 3,'7D 5613.53 5613.53
C3-8N 0:2-, 5613.53 5613.53
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page26 of37
APPENDIX A-3
MONTHLY INSPECTION DATA
Inspector: /i N'!"CC Wo WJ,.i
Date: ~L,1/!Z..013
1. Slurry Pipeline:
2. Diversion Ditches and Diversion Benn:
Observation: '
Diversion Ditches:
Sloughing
Erosion
Undesirable
Vegetation
Obstruction of Flow
Diversion Benn:
Stability Issues
Signs of Distress
Diversion Ditch 1
/ _yes-rno
__yes~no
___yes __ no
__ yes__!_no
yes / oo
___yes~no
Diversion Ditch 2
ye / no
__yes-rno
__yes 7 no
__ yes__L_no
Diversion rntcb 3 Diversion Benn 2
__ yes~/ o
__ yes no
_____yes ----.:7'no
__ yes / no
Comments: _ ___.,,D::...\:,_;.v;..::ec.;.r-=<;."-';O::.:.."-'--'a ..... :...!·i .... c.."--'h .... , ... s--",-'-'r-e,::___,_i.:..!.l'l--:5"To""o""J__., ... o'-'-n-"'J'-'-,·'--J., ... ·o.,_.(l ..... _____________ _
3. Summary of Activities Around Sedimentation Pond: --''--'--=---------------
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
Overspray s~% ·oning properly: yes ___ .n o
Overspray • ed more than 50 feet from the cell: __ yes __ ~no
', was system immediately shut off? __ yes __ no
s.
6. Settlement Monitors:
03/17 Revision: EFR 2.5
Page 27 of37
Attach the Settlement monitor monthly survey data (spreadsheet). Note any unusual observations
below .
~d:+l~m,d: m o n •➔o r <, M'c 10 s c20J c,g ,1J : J,cu, . ()tt A:tt,,cbd)
7. Movement Monitors: (Is there visible damage to any movement monitor or to adjacent
surfaces)? ,J
8. Summary of Daily, Weekly and Quarterly Inspections: Ro<>:4 s wr'I/ ,iu6 ble1.kJ r,>'1 0 1
~Me ; w~er perm ,h
9. Monthly LDS Pump Checks in Cells 4A and 4B:
All f'W11 ps ~ m,Jt:n Mc wo r-k:~ propedJ
Location Trans. Shot Base Applied Elevation
Cell4A 3.81 5574.5 5577.00 Name: Tanner Holl iday, Deen Lyman
lntitial 6.31 5580.81
Date : 3/30/2023
C2W1 0.53 5613.53 5624.90
C2W2 1.82 5613.53 5623.61
C2W3 1.07 5613.53 5624.36
C2W4 0.07 5613.53 5625.36
2W5-C 0.38 5613.53 5625.05
2W4-N 0.16 5613.53 5625.27
2W4-S 1.62 5613.53 5623.81
2W5-N 1.04 5613.53 5624.39
2W3-S 0.40 5613.53 5625.03
2W-5S 2.49 5613.53 5622.94
Initial 11.90 5613.53 5613.53
r 1.22 5623.14 5629.32
l • 0.28 5623.14 5630.26 -3.50 5623.14 5627.04
1 : 6.03 5623.14 5624.51
,-5.75 5623.14 5624.79
3.32 5623.14 5627.22 -7.46 5623.14 5623.08 . 4.08 5623.14 5626.46
t'' 4.73 5623.14 5625.81
7.19 5623.14 5623.35
~ 7.40 5630.54
Initial 3.25 5617.43
3-1N 0.73 5614.18 5616.70
3-1C 1.70 5614.18 5615.73
3-1S 2.21 5614.18 5615.22
3-2N 4.33 5614.18 5613.10
3-2C 3.81 5614.18 5613.62
3-2S 5.25 5614.18 5612.18
C3-3S 5.71 5614.18 5611.72
C3-3C 6.68 5614.18 5610.75
C3-3N 6.55 5614.18 5610.88
C3-4N 6.85 5614.18 5610.58
C3-4C 6.35 5614.18 5611.08
Initial 7.07 5613.53
C3-6S 5.29 5613.53 5615.31
C3-6C 3.36 5613.53 5617.24
C3-6N 2.77 5613.53 5617.83
C3-7S 4.45 5613.53 5616.15
C3-7C 5.30 5613.53 5615.3
C3-7N 1.43 5613.53 5619.17
C3-8S 3.29 5613.53 5617.31
C3-8C 3.92 5613.53 5616.68
C3-8N 0.28 5613.53 5620.32
Location Trans. Shot Base Applied Elevation
Cell4A 3 &I 5574.5 5574 .50 Name: Ta nner Ho lli day, Deen Lyma n
lntitial '-'~1 5574.5
Date : 3/30/2023
C2W1 D.S:3 5613.53 5613.53
C2W2 I. SC .:Z. 5613.53 5613.53
C2W3 1 0'7 5613.53 5613.53
C2W4 0,0'7 5613.53 5613.53
2W5-C ~ 0 .3'~ 5613.53 5613.53
2W4-N o ,H. 5613 .53 5613.53
2W4-S l.{,'2 5613.53 5613.53
2W5-N d/11#f IN-I 5613.53 5613 .53
2W3-S O,'iO 5613.53 5613 .53
2W-5S 'Z-"llf 5613.53 5613.53
Initial 11.'fD 5613.53 5613.53
l,'Z.'2 5623.14 5623.14
0,2.S 5623.14 5623.14
I I '!,50 5623.14 5623.14 GI ,s _,,
I :. '--<>3 5623.14 5623.14 1_.t ,.'-10 : ~.75 5623.14 5623 .14
I ' 3 .~2-5623.14 5623.14 -: "1, '-I'-. 5623.14 5623.14
r I 4 .08 5623.14 5623 .14
•j'"\ 4 .73 5623.14 5623 .14 ... -r. l'f 5623.14 5623 .14
l,s. ,.l.fo 5623.14
Initial -,,_25 5614.18
3-1N t)."1~ 5614.18 5614 .18
3-1C 1.,0 5614 .18 5614 .18
3-1S z. -Z.I 5614.18 5614.18
3-2N ~.:!l:S 5614.18 5614.18
3-2C '\ ,i I 5614.18 5614 .18
3-2S c:.;l.5 5614.18 5614 .18
C3-3S 5 .,/ 5614.18 5614 .18
C3-3C cc.g 5614.18 5614 .18
C3-3N (,.55 5614.18 5614.18
C3-4N C. g.S 5614 .18 5614.18
C3-4C ~ L.",(i 5614.18 5614.18
Initial 7,07 5613 .53
C3-6S '5 -~" 5613 .53 5613.53
C3-6C '3.~" 5613.53 5613.53
C3-6N ';I. .-r"7 5613 .53 5613.53
C3-7S 4 _4,; 5613.53 5613.53
C3-7C 5.:)0 5613.53 5613.53
C3-7N I.I.I~ 5613.53 5613.53
C3-8S '3.::t.'I 5613.53 5613.53
C3-8C ~,qf{_ 5613.53 5613.53
C3-8N 0 .2.fs 5613 .53 5613 .53
White Mesa Mill -Standard Operating Procedures
Book 11 : Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 26 of 37
APPENDIX A-3
MONTHLY INSPECTION DATA
Date: i.l /;;.,ih. . .o;u
1. Slurry Pipeline: P i p e l~nes (H e it1 ,s ooc). C.C>t'\J;h," .
2. Diversion Ditches and Diversion Berm:
Observation:'
Diversion Ditches:
Sloughing
Erosion
Undesirable
Vegetation
Obstruction of Flow
Diversion Benn:
Stability Issues
Signs of Distress
Diversion Ditch 1
___yes--4-no
___yes----9no
___yes __ no
__ yes_{_no
__ yes-4no
___yes __ no
Diversion Ditch ·2 Diversion Ditch 3 Diversfon Berm 2
______;Jes {.no
__ yes----:r-no
__yes __ no
__yes /no
__ yes ../ no
_yes ------:7" no
___yes 7 no
__ yes_.{_no
3. Summary of Activities Around Sedimentation Pond: ----=.M_._Y""4,,__ ____________ _
White Mesa Mi11 -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
4. Ovcrspray Dust Minimization:
Overspray system functioru yes ___ .no
/V'_ /4
Overspray carri 1ore than 50 feet from the cell: __ yes ___ .no
1as system immediately shut off? __ yes __ no
03/17 Revision: EFR 2.5
Page 27 of37
5. Remarks: -'-"-"'-.L'-""'""':.....;;.::"':.;.rl<-=-=s.~. _________________________ _
6. Settlement Monitors:
Attach the Settlement monitor monthly survey data (spreadsheet). Note any unusual observations
below .
;;,ettl clt'\t J Pl of\1to~ Ar< ,a 5°0~ e,o"J J;011.
7. Movement Monitors: (Is there visible damage to any movement monitor or to adjacent
surfaces)?
t:l~'2etflt:(l't MQ t\;}or !) o.rc-\ll\<l.o..ll a ; f\ g o oJ. uad :+1'6n •
8. Surrynary of Daily, Weekly and Quarterly Inspections: ...Roo.d!> sFlt need-hl•dtJ p,<'ov"d
-4-i111.,'l
9. Monthly LDS Pump Checks in Cells 4A and 4B:
PWY1ps a m~+c rs g.r-c: fv.o d iol)i-::j p:o~r'j ~
Location Trans. Shot Base Applied Elevation
Cell4A l .,'I 5574.5 5574.50 Name : Tanner Holl iday, Deen Lym an
lntitial C. l 'i 5574.5
Date : 4/27/2023
C2W1 I.~ 5613.53 5613.53
C2W2 ;I. .Cid. .:t _'l!j 5613.53 5613.53
• C2W3 l!I IS 5613.53 5613.53
C2W4 1.1, 5613.53 5613.53
2W5-C l."11 5613.53 5613.53
2W4-N l,;1.1 5613.53 5613.53
2W4-S l,73 5613.53 5613.53
2W5-N ?,. \,3 5613.53 5613.53 I l~.~I
2W3-S 1.q 5613.53 5613.53 1: .. + 7.~I
2W-5S ;.si 5613.53 5613.53
Initial r2 ,qc:, 5613.53 5613.53
A 1';..9'f . I.I~ 5623 .14 5623 .14 13 30,l1 1 I 0,2.I 5623.14 5623 .14 1: .. 1-~.1.3 . ' ~-¥.5 5623.14 5623.14
1 ;:: s.~ 5623.14 5623.14
. S,{.5 5623.14 5623 .14 . "3,:2., 5623.14 5623.14 -, 7,'-10 5623.14 5623.14
~ ~,9q 5623.14 5623.14
f • -~ r.LI 5623.14 5623.14
t 7.0'! 5623.14 5623.14
;:i 7.3 1 5623.14
Initial 3,2.., 5614.18
3-1N o:n 5614.18 5614.18
3-1C I. (..b 5614.18 5614.18
3-1S .l .'21 5614.18 5614.18
3-2N t 'i.'.'la 5614.18 5614.18
3-2C 3,'31 5614.18 5614.18
3-2S '5. 'l.,1 5614.18 5614.18
C3-3S 5,70 5614.18 5614.18
C3-3C ~-"'-5614.18 5614.18
C3-3N ".SJ 5614 .18 5614.18
C3-4N ,.t'i5 5614.18 5614 .18
C3-4C (? ,'31i 5614 .18 5614 .18
Initial 7.>I 5613.53
C3-6S 5 ,5,a 5613.53 5613.53
C3-6C "A,70 5613.53 5613.53
C3-6N '.\.10 5613.53 5613.53
C3-7S 4.78 5613.53 5613.53
C3-7C S,'-3 5613.53 5613.53
C3-7N I .1'i 5613.53 5613 .53
C3-8S "3-'-1 5613.53 5613.53
C3-8C &.l.:to 5613.53 5613.53
C3-8N o . .54 5613.53 5613 .53
Location Trans. Shot Base Applied Elevation
Cell4A 3.64 5574.5 5577.00 Name: Tanner Hollida y, Deen Lyman
lntitial 6.14 5580.64
Date: 4/27/2023
C2W1 1.62 5613.53 5624.90
C2W2 2.95 5613.53 5623.57
C2W3 2.18 5613.53 5624.34
C2W4 1.16 5613.53 5625.36
2W5-C 1.47 5613.53 5625.05
2W4-N 1.29 5613.53 5625.23
2W4-S 2.73 5613.53 5623.79
2W5-N 2.13 5613.53 5624.39
2W3-S 1.51 5613.53 5625.01
2W-5S 3.58 5613.53 5622.94
Initial 12.99 5613.53 5613.53
t-1.14 5623.14 5629.31
1 I 0.21 5623.14 5630.24
I-I 3.45 5623.14 5627.00 .. 5.99 5623.14 5624.46 ...
5.65 5623.14 5624.80
3.26 5623.14 5627.19
7.40 5623.14 5623.05
·-3.99 5623.14 5626.46
t 4.64 5623.14 5625.81
t 7.09 5623.14 5623.36
I.LI 7.31 5630.45
Initial 3.24 5617.42
3-1N 0.72 5614.18 5616.70
3-1C 1.66 5614.18 5615.76
3-1S 2.21 5614.18 5615.21
3-2N 4.32 5614.18 5613.10
3-2C 3.81 5614.18 5613.61
3-2S 5.23 5614.18 5612.19
C3-3S 5.70 5614.18 5611.72
C3-3C 6.66 5614.18 5610.76
C3-3N 6.52 5614.18 5610.90
C3-4N 6.85 5614.18 5610.57
C3-4C 6.34 5614.18 5611.08
Initial 7.38 5613.53
C3-6S 5.58 5613.53 5615.33
C3-6C 3.70 5613.5;3 5617.21
C3-6N 3.10 5613.53 5617.81
C3-7S 4.78 5613.53 5616.13
C3-7C 5.63 5613.53 5615.28
C3-7N 1.74 5613.53 5619.17
C3-8S 3.61 5613.53 5617.3
C3-8C 4.20 5613.53 5616.71
C3-8N 0.59 5613.53 5620.32
White Mesa Mill -Standard Operating Procedures
Book 1 I: Environmental Protection Manual, Section 3 .1
03/17 Revision: EFR 2.5
Page 26 of 37
APPENDIX A-3
MONTHLY INSPECTION DATA
Inspector: "fe.oocc Yotl,daj
Date: S 31 !1.D
2. Diversio·o Ditches and Diversion Berm:
Observation:'
Diversion Ditches:
S1oughing
Erosion
Undesirable
Vegetation
Obstruction of Flow
Diversion Benn:
Stability Issues
Signs of Distress
Diversion Ditch 1
_yes--.:t_no
_yes~no
_yes___L__no
_yes~no
_yes ./ no
_yes 7' no
Diversion Ditch 2
_yes ./ no
_yes 7 no
_yes__£_no
_yes~no
Diversion Ditch 3 Diversion Benn 2
__ yes ./ no
__yes .7 no
__ yes_Lno
__yes~no
3. Summary of Activities Around Sedimentation Pond: -=✓........,'----------------
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection ManuaJ , Section 3. I
Overspray system func ti ___ yes ___ no
~ ~
Overspray c more than 50 feet from the cell: __ yes ___ .no
If ''ye ", was system immediately shut off? __ yes __ no
Comm ents: rJ oi it\ OP-
6. Settlement Monitors:
03/17 Revision: EFR 2.5
Page 27 of37
Attach the Settlement monitor monthly survey data (spreadsheet). Note any unusual observations
below .
se Hl ~m<ot rr,on :!acs. o.cr ;" ©ootl c.o nd:J::ot) {s.e,: At+,d1etl.)
7. Movement Monitors: (Is there visible damage to any movement monitor or to adjacent
surfaces)?
t1wcmud ,vioa :}ocs ,:u·e tJ,·s."'-4& ~"' soai:l c:.0 0J :J ;o0
8. Summary of Daily, Weekly and Quarterly Inspections: -:-----c----:=---c:--------------,-
Goncce-i,: io ~p--dion s .::o mple ½ie P«.oo p-.J:,, HC.1. ;"f'OW)J, .f-.tel r oil , O.M/!'JaOi&Am s..,/l!t.
9. Monthly LDS Pump Checks in Cells 4A and 4B:
Location Trans. Shot Base Applied Elevation
Cell4A :},1{8 5574.5 5574.50 Name: Tanner Ho ll ida v, Deen Lvman
lntitial s .Gf'1 5574.5
Date: 5/19/2023
C2W1 ;us 5613.53 5613.53
C2W2 '3 '48 5613.53 5613.53
C2W3 d-,,g 5613.53 5613.53
C2W4 1. '-7 5613.53 5613.53
2W5-C ~-0I 5613.53 5613.53
2W4-N 1.80 5613.53 5613.53
2W4-S 3.'-".3 5613.53 5613.53
2W5-N .:,...(;, 'Z.,1...7 5613.53 5613.53
2W3-S ~.oo 5613.53 5613.53
2W-5S i..11 5613.53 5613.53
Initial I'!,.~ 13 .1{'1 5613.53 5613.53 I l<,./1.{
l.'2.2. 5623.14 5623.14 r.,1 7.3-B
; 0.2, 5623.14 5623.14
I ~.s'l. 5623.14 5623.14
~-O'f 5623.14 5623.14 h 1'.Cf2
I 6 .73 5623.14 5623.14 B ~-,,
'2.35 5623.14 5623.14 1:,, ' "I . :t8
"1 ,'fE, 5623.14 5623.14
·L(,03 5623.14 5623.14
Ll.7:;\.. 5623.14 5623.14
I ,.15 5623.14 5623.14 . 7 .38 5623.14
Initial 3.30 5614.18
3-1N 0.7& 5614.18 5614.18
3-1C /.72. 5614.18 5614.18
3-1S 2.,Z1 5614.18 5614.18
3-2N 'i.~"7 5614.18 5614.18
3-2C 3.i7 15614.18 5614.18
3-2S s.so 5614.18 5614.18
C3-3S 'S.77 5614.18 5614.18
C3-3C '9,7'-.. 5614.18 5614.18
C3-3N ,.,C> 5614.18 5614.18
C3-4N ,,"10 5614.18 5614.18
C3-4C C.. .'-fO 5614.18 5614.18
Initial 7,111 7.1'-\ 5613.53
C3-6S s-.,Q ~.~, 5613.53 5613.53
C3-6C 3.so 5613.53 5613.53
C3-6N ;z. .lfo 5613.53 5613.53
C3-7S !U.(J 4 c.t 5613.53 5613.53
C3-7C 5.'i2. 5613.53 5613.53
C3-7N I.S3 5613.53 5613.53
C3-8S 3.'-tb 5613.53 5613.53
C3-8C 4.61 5613.53 5613.53
C3-8N 0.3q 5613.53 5613.53
Location Trans. Shot Base Applied Elevation
Cell4A 3.48 5574.5 5576.99 Name: Tanner Ho lli da y, Deen Lyman
lntitial 5.97 5580.47
Date: 5/19/2023
C2W1 2.15 5613.53 5624.87
C2W2 3.48 5613.53 5623.54
C2W3 2.68 5613.53 5624.34
C2W4 1.67 5613.53 5625.35
2W5-C 2.01 5613.53 5625.01
2W4-N 1.80 5613.53 5625.22
2W4-S 3.23 5613.53 5623.79
2W5-N 2.67 5613.53 5624.35
2W3-S 2.00 5613.53 5625.02
2W-5S 4.12 5613.53 5622.90
Initial 13.49 5613.53 5613.53
I 1.22 5623.14 5629.30
• . . 0.29 5623.14 5630.23
' . 3.52 5623.14 5627.00 -: 6.04 5623.14 5624.48 -
5.73 5623.14 5624.79 -., 3.35 5623.14 5627.17
7.46 5623.14 5623.06 . -4.03 5623.14 5626.49
'I 4.72 5623.14 5625.80
• 7.15 5623.14 5623.37
7.38 5630.52
Initial 3.30 5617.48
3-1N 0.78 5614.18 5616.70
3-1C 1.72 5614.18 5615.76
3-1S 2.27 5614.18 5615.21
3-2N 4.37 5614.18 5613.11
3-2C 3.87 5614.18 5613.61
3-2S 5.30 5614.18 5612.18
C3-3S 5.77 5614.18 5611.71
C3-3C 6.72 5614.18 5610.76
C3-3N 6.60 5614.18 5610.88
C3-4N 6.90 5614.18 5610.58
C3-4C 6.40 5614.18 5611.08
Initial 7.14 5613.53
C3-6S 5.39 5613.53 5615.28
C3-6C 3.50 5613.53 5617.17
C3-6N 2.90 5613.53 5617.77
C3-7S 4.58 5613.53 5616.09
C3-7C 5.42 5613.53 5615.25
C3-7N 1.53 5613.53 5619.14
C3-8S 3.40 5613.53 5617.27
C3-8C 4.01 5613.53 5616.66
C3-8N 0.39 5613.53 5620.28
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Prot.ection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page26 of37
APPENDIX A-3
MONTHLY INSPECTION DATA
1. Slurry Pipeline: ---'---p-i; Pr-e=---Ji_t1....;;e..s-'~'---~-•·_l'l_!3,_o_o_J_~_o_n _J _: ~_:o_,,_· ____________ _
2. Diversio·n Ditches and Diversion Berm:
Observation:'
Diversion Ditches:
Sloughing
Erosion
Undesirable
Vegetation
Obstruction of Flow
Diversion Benn:
Stability Issues
Signs of Distress
Diversion Ditch 1
_yes /no
_yes/no
_yes J no
_yes_Lno
./ _yes---:/-no
_yes __ no
Diversion Ditch 2
__yes / no
_yes--Y-no
__yes 7 no
__ yes.d.no
Diversion Ditch 3
__yes /no
____jes----::;,,-no
_yes ./ DO
__ yes /no
Diversion Benn 2
Comments : D1 ,.,e rs;o,,.._ J ;}G ~<.5 n,.e<, '" @ooJ c.o"J,'}-:o,i, 1);+,~e.s h«ve .s 0 ,.-.e
llc:~J-..J;o11 3 ro..,)i"~ bv,.J ,..0 :1:: "'-COl'\l:t:f'I'\ -
3. Summary of Activities Around Sedimentation Pond:~='-'---------------
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3 .1
Overspray system fu nct' mg properly: ___ yes ___ no
~ 1/A
Overspray c a • more than 50 feet from the cell: __ yes ___ no
If "ye :", was system immediately shut off? ___yes __ no
er II\ },·ot1 .
6. Settlement Monitors:
03/17 Revision: EFR 2.5
Page27 of37
Attach the Settlement monitor monthly survey data (spreadsheet). Note any unusual observations
below .
>,;;HJe m~i'J ,,,Oll ,-J o,,> ac,: In t,0 J. co,,J ,·+.-~"'-6~ /.J..JJ...G J..ed.)
7. Movement Monitors: (ls there visible damage to any movement monitor or to adjacent
surfaces)?
f Daily, Weekly and Quarterly In spections: --""-'=--_'f...,.'-'-=---.-'-+'--=-=-..::....;;:;.---\-"'~'-'F-'--/~"--'hc..::c.:::.._.
I tt!LX
9. Monthly LDS Pump Checks in Cells 4A and 4B:
,4/1 pv.,.,,p5 1 Me +tr.s tN"C k 11c}1'M 1es pro per &.
Location Trans. Shot Base Applied Elevation
Cell4A 3.!C:> 5574.5 5574.50 Name: Tanner Holliday, Deen Lyman
lntitial b ~l. 5574.5
Date: 6/29/2023
• C2W1 ;z.O"i 5613.53 5613.53
C2W2 3$7 5613.53 5613 .53
C2W3 .i.ss 5613 .53 5613 .53
C2W4 I-Sb 5613.53 5613.53
2W5-C l.'f C> 5613.53 5613.53
2W4-N Lc;.'f 5613.53 5613.53
2W4-S 3.1:l._ 5613.53 5613.53
2W5-N ~-59 5613.53 5613.53
2W3-S l.'11 5613.53 5613.53 I IC.. '-10
2W-5S l.f.O;!. 5613.53 5613.53 :t-, I 7.:1..7
Initial ll~~S 5613.53
,.,;i., 5623.14 5623 .14 A 17.U
~ C-18 5623 .14 5623.14 a 2.15 ."3 . ~.I.fl 5623 .14 5623.14 r .. ~ LI .'Z.'i . S.'1, 5623.14 5623.14 .
t . 5.G.Z 5623.14 5623.14 . 3_2.i. 5623.14 5623.14
... 7.~ 5623;14 5623.14
I 3.'f'i 5623.14 5623.14
r; 4.,, 5623.14 5623.14
7,0b 5623 .14 5623.14 . ,.~, 5623.14
Initial ~ . .2.b 5614.18
• 3-1N o.,~ 5614.18 5614.18
3-1C 1,,4 5614.18 5614.18
3-1S ·Z.~3 5614.18 5614.18
3-2N ~-3Lt 5614.18 5614.16
3-2C \.8Lf 5614.18 5614.16
3-2S !,,;I.{,, 5614.18 5614.18
C3-3S 5,7.;t 5614.18 5614.18
C3-3C "· (, 'f 5614 .18 5614.18
C3-3N e:.,5(,, 5614.18 5614.16
C3-4N {..,'a8 5614.18 5614.18
C3-4C (;..!58 5614.18 5614.18
Initial 7,'31 5613.53
C3-6S 5.S(.. 5613.53 5613.53
C3-6C 3.~ 5613.53 5613.53
C3-6N 3.0SC. 5613.53 5613.53
C3-7S 1.j_7'-5613.53 5613.53
C3-7C 5,'-0 5613.53 5613.53
C3-7N 1.1a. 5613.53 5613.53
C3-8S 3 t;L 5613 .53 5613.53
C3-8C 'f ,l'I 5613.53 5613.53
C3-8N 0,57 5613.53 5613.53
Location Trans. Shot Base Applied Elevation
Cell4A 3.86 5574.5 5577.00 Name: Tanner Holliday, Deen Lyman
lntitial 6.36 5580.86
Date: 6/29/2023
C2W1 2.04 5613.53 5624.87
C2W2 3.37 5613.53 5623.54
C2W3 2.58 5613.53 5624.33
C2W4 1.56 5613.53 5625.35
2W5-C 1.90 5613.53 5625.01
2W4-N 1.69 5613.53 5625.22
2W4-S 3.12 5613.53 5623.79
2W5-N 2.59 5613.53 5624.32
2W3-S 1.91 5613.53 5625.00
2W-5S 4.02 5613.53 5622.89
Initial 13.38 5613.53 5613.53
1.12 5623.14 5629.29
0.18 5623.14 5630.23
I I 3.41 5623.14 5627.00
I .• 5.92 5623.14 5624.49
5.62 5623.14 5624.79
'. 3.22 5623.14 5627.19
-7.35 5623.14 5623.06
I 3.94 5623.14 5626.47
' 4.61 5623.14 5625.80
7.06 5623.14 5623.35
7.27 5630.41
Initial 3.26 5617.44
3-1N 0.74 5614.18 5616.70
3-1C 1.69 5614.18 5615.75
3-1S 2.23 5614.18 5615.21
3-2N 4.34 5614.18 5613.10
3-2C 3.84 5614.18 5613.60
3-2S 5.26 5614.18 5612.18
C3-3S 5.72 5614.18 5611.72
C3-3C 6.69 5614.18 5610.75
C3-3N 6.56 5614.18 5610.88
C3-4N 6.88 5614.18 5610.56
C3-4C 6.38 5614.18 5611.06
Initial 7.31 5613.53
C3-6S 5.56 5613.53 5615.28
C3-6C 3.68 5613.53 5617.16
C3-6N 3.08 5613.53 5617.76
C3-7S 4.76 5613.53 5616.08
C3-7C 5.60 5613.53 5615.24
C3-7N 1.72 5613.53 5619.12
C3-8S 3.56 5613.53 5617.28
C3-8C 4.19 5613.53 5616.65
C3-8N 0.57 5613.53 5620.27
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 26 of37
APPENDIX A-3
MONTHLY INSPECTION DATA
Inspector: -i:""'er-JJoJ l:J,""ij
Date: 7 /3 I/ 2.02,3
1. Slurry Pipeline: _.J..?..i.., pl-"e"---}J.Linw!r;..,~.i.-,Jq,...,ru,<,---1iu.o-,e!4-"-'oo.._.Je........i., ..... oe!.lacuaL..:.:...;Ji:.,:c·D,_,_11 _,....,""-'-, '!..:N,C.:........:.,cuo.____,J...,cc,:A~t .:!.~ ..:..· --------
2. Diversion Ditches and Diversion Berm:
Observation:'
Diversion Ditches:
Sloughing
Erosion
Undesirable
Vegetation
Obstruction of Flow
Diversion Berm:
Stability Issues
Signs of Distress
Diversion Ditch 1
yes / no
yes~ no
__:yes_£no
__:yes~no
__:yes~no
__ yes __ ✓_no
Diversion Ditch 2 Diversion Ditch 3 Diversion Berm 2
__:yes /no
__yes 7no
__yes~no
___yes~no
__ yes~no
__yes~no
__yes~no
-. _yes~no
3. Summary of Activities Around Sedimentation Pond:---"'""':/........,_ ____________ _
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
4. Overspray Dust Minimization:
Overspray system fu nc ti oni ____ yes ___ no
~ I-\
Overspray c-• more than 50 feet from the cell: __ yes __ ~no
If ' ·', was system immediately shut off? __ yes __ no
o.,,..r ,pc ... j Si~~hm ao± ic ope r-o.1ioa,
03/17 Revision: EFR 2_5
Page 27 of37
5. Remarks:___,_ ______________________________ _
6. Settlement Monitors:
Attach the Settlement monitor monthly survey data (spreadsheet). Note any unusual observations
below .
s.,H:kmurt MOn,1oc o.r c ,n 6ocJ con d:t:M ,(se e q.~J,,J).
7. Movement Monitors: (Is there visible damage to any movement monitor or to adjacent
surfaces)?
Mowrrw,t • D?oo i ten. ir'\ ~oo J conJ,:j.,-.,,,.
9. Monthly LDS Pump Checks in Cells 4A and 4B:
4 11 f1A Mf?S 4 mclcfS Pwi,h'12c 1.=j ~r opec-l j .
Location Trans. Shot Base Applied Elevation
Cell4A 3.ri 5574.5 5574.50 Na me: Tan ne r Holli day, Deen Lym an
lntitial 15 / q 5574.5
7/28/2023
C2W1 I cz.i.J 5613.53 5613.53
C2W2 ~-ri; 5613.53 5613.53
C2W3 2,.~() 5613.53 5613.53
C2W4 I .~', 5613.53 5613.53
2W5-C 1.1() 5613 .53 5613.53
2W4-N 1.50 5613.53 5613.53 I ,,.~l..
2W4-S 2.'i'i 5613.53 5613.53
2W5-N +.§€>.1..~~ 5613.53 5613.53 :r..~ 7.2-7
2W3-S l.72. 5613.53 5613.53
2W-5S 3.il. 5613.53 5613.53 A 17,(,,5
Initial 13 .JCJ 5613.53 5613.53 ~ 1,".!..lb
I.I'-5623.14 5623.14 M~ 'i,OD
o.~o 5623.14 5623.14
13,'¥{ 5623.14 5623.14
5 .'II.I 5623.14 5623.14
5.b"l 5623.14 5623.14
3,J.3 5623.14 5623.14
• T 7.37 5623.14 5623.14
I .3 ,qo 5623.14 5623.14
~ t.J.,o 5623.14 5623.14
,. 7A~ 5623.14 5623.14
.. _"1.~"1 5623.14
Initial 7,3'J._ 5614.18
3-1 N 0.79 5614.18 5614.18
3-1C 1.7:2.. 5614.18 5614.18
3-1S :2.~, 5614.18 5614.18
3-2N .., .4r-i 5614.18 5614.18
3-2C s.~o 5614.18 5614.18
3-2S 5,;,3 5614.18 5614.18
C3-3S 5,7q 5614.18 5614.18
C3-3C c,,7; 5614.18 5614.18
C3-3N '·'° 5614.18 5614.18
C3-4N ,.91 5614.18 5614 .18
C3-4C (,,41 5614.18 5614.18
Initial 7 . l'f 5613.53
C3-6S 5.'i3 5613.53 5613.53
C3-6C ~.SLJ 5613.53 5613.53
C3-6N :J.,91.f 5613.53 5613.53
C3-7S Lf,(;O 5613.53 5613.53
C3-7C s.•n 5613 .53 5613.53
C3-7N J,t;g 5613 .53 5613 .53
C3-8S '.3,, '-It> 5613 .53 5613 .53
C3-BC Ll ,01.4 5613.53 5613 .53
C3-8N o.'i:l 5613 ,53 5613 .53
Location Trans. Shot Base Applied Elevation
Cell4A 3.18 5574.5 5577.01 Name: Tanner Holli day, Deen Lyman
lntitial 5.69 5580.19
7/28/2023
C2W1 1.84 5613.53 5624.88
C2W2 3.16 5613.53 5623.56
C2W3 2.40 5613.53 5624.32
C2W4 1.39 5613.53 5625.33
2W5-C 1.70 5613.53 5625.02
2W4-N 1.50 5613.53 5625.22
2W4-S 2.94 5613.53 5623.78
2W5-N 2.38 5613.53 5624.34
2W3-S 1.72 5613.53 5625.00
2W-5S 3.82 5613.53 5622.90
Initial 13.19 5613.53 5613.53
1.16 5623.14 5629.25
' ' 0.20 5623.14 5630.21
: 3.44 5623.14 5626.97 .
-5.94 5623.14 5624.47 .. -5.64 5623.14 5624.77
3.23 5623.14 5627.18
~ 7.37 5623.14 5623.04
3.90 5623.14 5626.51 . 4.60 5623.14 5625.81
'!•. 7.05 5623.14 5623.36
I;· 7.27 5630.41
Initial 3.32 5617.5
3-1N 0.79 5614.18 5616.71
3-1C 1.72 5614.18 5615.78
3-1S 229 5614.18 5615.21
3-2N 4.40 5614.18 5613.10
3-2C 3.90 5614.18 5613.60
3-2S 5.33 5614.18 5612.17
C3-3S 5.79 5614.18 5611.71
C3-3C 6.75 5614.18 5610.75
C3-3N 6.60 5614.18 5610.90
C3-4N 6.91 5614.18 5610.59
C3-4C 6.41 5614.18 5611.09
Initial 7.19 5613.53
C3-6S 5.43 5613.53 5615.29
C3-6C 3.54 5613.53 5617.18
C3-6N 2.94 5613.53 5617.78
C3-7S 4.60 5613.53 5616.12
C3-7C 5.47 5613.53 5615.25
C3-7N 1.58 5613.53 5619.14
C3-8S 3.40 5613.53 5617.32
C3-8C 4.04 5613.53 5616.68
C3-8N 0.42 5613.53 5620.3
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 26 of37
APPENDIX A-3
MONTBL Y INSPECTION DATA
Date: jS /3 \ /UJ ;)..)
2. Diversion Ditches and Diversion Benn:
Observation:'
Diversion Ditches:
Sloughing
Erosion
Undesirable
Vegetation
Obstruction of Flow
Diversion Benn:
Stability Issues
Signs of Distress
Diversion Ditch 1
_yes /no
yes-Yno
yes --Yno
__yes~no
yes ./ no
yes J no
Diversion Ditch 2
___yes~no
__Jes ./ no
___yes ✓ no
__ yes~no
Diversion Ditch 3 Diversion Benn 2
___yes~no
__yes-L_no
___yes--..::-:_no
__ yes__Lno
3. Summary of Activities Around Sedimentation Pond: _J_~:li"'-"°--------------
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3 .1
Overspray syst~cti • g properly:
~
---~yes ___ no
Overspray c a • a. more than 50 feet from the cell: __ yes ___ no
If ''v , was system immediately shut off? __ yes __ no
03/17 Revision: EFR 2.5
Page 27 of37
S. Remarks: --J..£~C1,.J=,_.LLLJ.--:UJ..>:..-..LJll'--~~~=W>e.1...+..l..!Lu-""'...,._...u,.;:....L.._;)Ji...uiil'L'lJ"f+...a.!=~---
"",;."¼ ~ \,)C\k,..
6. Settlement Monitors:
Attach the Settlement monitor monthly survey data (spreadsheet). Note any unusual observations
below .
7. Movement Monitors: (Is there visible damage to any movement monitor or to adjacent
surfaces)?
clo\l,Mrnt ruoo •~fuo, 4.Cc i q goo J c.,J}ioo.
8. Summary of Daily, Weekly and Quarterly Inspections: ~~-'-::.____c_f"e~-->~~)<~"-"-~-J _,., __ -"1u<-'~c.....:~-=-tk~_
" ON De,,,;J C
9. Monthly LDS Pump Checks in Cells 4A and 4B:
Location Trans. Shot Base Applied Elevation
Cell4A 3.79 5574.43 5576.92 Name: Tanner Holl ida y, Deen Lyman
lntitial 6.28 5580.71
8/25/2023
C2W1 1.95 5613.5 5624.82
C2W2 3.27 5613.5 5623.50
C2W3 2.49 5613.5 5624.28
C2W4 1.49 5613.5 5625.28
2W5-C 1.81 5613.5 5624.96
2W4-N 1.60 5613.5 5625.17
2W4-S 3.04 5613.5 5623.73
2W5-N 2.49 5613.5 5624.28
2W3-S 1.82 5613.5 5624.95
2W-5S 3.94 5613.5 5622.83
Initial 13.27
I 1.27 5623.15 5629.28
0.32 5623.15 5630.23
• ' 3.56 5623.15 5626.99
6.05 5623.15 5624.50
5.74 5623.15 5624.81
I 3.37 5623.15 5627.18
,_ 7.47 5623.15 5623.08
!'I 4.06 5623.15 5626.49
i 4.72 5623.15 5625.83
;, 7.15 5623.15 5623.40 -
r 7.40 5630.55
Initial 3.26 5617.34
3-1N 0.73 5614.08 5616.61
3-1C 1.68 5614.08 5615.66
3-1S 2.23 5614.08 5615.11
3-2N 4.34 5614.08 5613.00
3-2C 3.84 5614.08 5613.50
3-2S 5.26 5614.08 5612.08
C3-3S 5.72 5614.08 5611.62
C3-3C 6.67 5614.08 5610.67
C3-3N 6.54 5614.08 5610.80
C3-4N 6.84 5614.08 5610.50
C3-4C 6.34 5614.08 5611.00
Initial 6.97 5613.5
C3-6S 5.21 5613.5 5615.26
C3-6C 3.34 5613.5 5617.13 .
C3-6N 2.74 5613.5 5617.73
C3-7S 4.41 5613.5 5616.06
C3-7C 5.25 5613.5 5615.22
C3-7N 1.38 5613.5 5619.09
C3-8S 3.22 5613.5 5617.25
C3-8C 3.85 5613.5 5616.62
C3-8N 0.23 5613.5 5620.24
Location Trans. Shot Base Applied Elevation
Cell4A 37q 5574.43 5574.43 Name: Tanner Ho llidav, Deen Lvman
lntitial C. .'ll. 5574.43
8/2 5/2023 '
C2W1 I.Cf~ 5613.5 5613.50
C2W2 3,,-7 5613.5 5613.50
C2W3 ~.'ft 5613.5 5613.50
C2W4 1.49 5613.5 5613.50
2W5-C l.11 5613.5 5613.50
2W4-N 1.,0 5613.5 5613.50
2W4-S ~.O"i 5613.5 5613.50
2W5-N l.,'lq 5613.5 5613.50
2W3-S I.Sl. 5613.5 5613.50
2W-5S 3,'tlf 5613.5 5613.50 I "-I~
Initial 1'3,17 5613.5 :C-.it '7.'10
' I~; 5623.15 5623.15
• l O.!~ 5623.15 5623.15 ..,,,, IS( .OC\ . 3 .5G. 5623.15 5623.15 '-t8 l'3.(.8
• ,.os 5623.15 5623.15 1: .. t 'i. l'f I S .7'i 5623.15 5623.15 . '3.~7 5623.15 5623.15
'1,"11 5623.15 5623.15
ri Q..e. 5623.15 5623.15
•. 'i.'7:J,. 5623.15 5623.15
L'. 7.15 5623.15 5623.15
1,), 7,'fO 5623.15
Initial "3.% 5614.08
3-1 N 0.7~ 5614.08 5614.08
3-1C I.C.8 5614.08 5614.08
3-1S 2.~1 5614.08 5614.08
3-2N 4.:\'i 5614.08 5614.08
3-2C '3-8'i 5614.08 5614.08
3-2S 5-'-'-5614.08 5614.08
C3-3S 572. 5614.08 5614.08
C3-3C c..,,1 5614.08 5614.08
C3-3N ,.5lf 5614.08 5614.08
C3-4N ". f,'t 5614.08 5614.08
C3-4C ,.3'f 5614.08 5614.08
Initial -',.c17 5613.5
C3-6S 5.2.1 5613.5 5613.50
C3-6C 3.~'i 5613.5 5613.50
C3-6N :i:-.7'1 5613.5 5613.50
C3-7S 'PU 5613.5 5613,50
C3-7C S-25 5613.5 5613.50
C3-7N l.~Cjf' 5613.5 5613.50
C3-8S 3.Xl 5613.5 5613.50
C3-8C ~.i'i 5613.5 5613.50
C3-8N l'1.::L3 5613.5 5613.50
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 26 of37
APPENDIX A-3
MONTHLY INSPECTION DATA
Inspector: -fMnr:C UDIJ;Ja~
Date: 4, / ;i.q /;t,o!Z.J
2. Diversion Ditches and Diversion Berm:
Observation:'
Diversion Ditches:
Sloughing
Erosion
Undesirable
Vegetation
Obstruction of Flow
Diversion Benn:
Stability Issues
Signs of Distress
Diversion Ditch 1
__ yes-r/no
__yes no
__yes 7 no
____yes~oo
____yes__L_no
____yes____:::{_no
Diversion Ditch 2
__yes / no
yes~ no
yes 7 no
__yes ./ .no
Diversion Ditch 3 Diversion Berm 2
__yes ./no
__yes~no
__yes 7 no
_yes~no
.;
3. Summary of Activities Around Sedimentation Pond: ___.,..,1---'-'0"'--____________ _
White Mesa Mill -Standard Operating Procedures
Book 11 : Environmental Protection Manual, Section 3.1
4. Overspray Dust Minimization:
Overspray system ~n ,4-perly: ___ yes ___ .no
Overspray carri e ore tb"an 50 feet from the cell: __ yes ___ n.o
system immediately shut off? __ yes __ no
Comments: 0v ,r5 p r ~ s~s.tcM i'.s oal 1n opec12,t :on.
03/17 Revision: EFR 2.5
Page 27 of37
5. Remarks:--'-=-'--'-'-'--------------------------------
6. Settlement Monitors:
Attach the Settlement monitor monthly survey data (spreadsheet). Note -any unusual observations
below. J)
All se :H l<:rncat ooan i±acs ,R 1n ~o~ c.o nJ.,}1011 . 0,_ee. ~-1-J-Adi~
8. Summary of Daily, We ekly and
;\ .
9. Monthly LDS Pump Checks in Cells 4A and 4B:
_Bi.mr~ 4 md,r:s au hociiM '5 pro pe c--l j,
Location Trans. Shot Base Applied Elevation
Cell4A ~~.72 5574.43 5574.43 Name: Tanner Holli da y, Deen Lyman
lntitial ~ '-~I 5574.43
9/15/2023
C2W1 '-.Ol. 5613.5 5613.50
C2W2 "3,,"2,1 5613.5 5613.50
C2W3 :>..-~"-5613.5 5613.50
C2W4 J.~L 5613.5 5613.50
2W5-C \,gcg 5613.5 5613.50
2W4-N '·"" 5613.5 5613.50
2W4-S ~.10 5613.5 5613.50
2W5-N ~-S'i 5613.5 5613.50
2W3-S 1.11 5613.5 5613.50
2W-5S ~.Ob 5613.5 5613.50
Initial l!),3'i I r,.~'1
°LI~ 7.SS
Ln 5623.15 5623.15
I 0.)-~ 5623.15 5623.15 . . ~51 5623.15 5623;15 "lA 18.'i3
.. G:i.oo 5623.15 5623.15 !iB ;i."1.0'-
, . ~.570 5623.15 5623.15 TtiT '-\~I ~.3'l. 5623.15 5623.15 . ~ 7.lf3 5623.15 5623.15
I 't,()l, 5623.15 5623.15
1tb1 5623.15 5623.15
7.11 5623.15 "5623.15
... "7.':l5 5623.15
Initial 1, .'31 5614.08
3-1N O,"'R 5614.06 5614.08
3-1C l."'1 I 5614.08 5614.08
3-1S =t.2.i 5614.06 5614.08
3-2N 't-3~ 5614.06 5614.08
3-2C 3.~t 5614.08 5614.08
3-2S s.:t.'1 5614.08 5614.08
C3-3S 5.7(. 5614.06 5614.08
C3-3C ,.70 5614.06 5614.08
C3-3N , . .s8 5614.08 5614.08
C3-4N b.S't 5614.08 5614.08
C3-4C C,.'-lO 5614.06 5614.06
Initial "7.20 5613.5
C3-6S 5.'-lC, 5613.5 5613.50
C3-6C ~-5'1 5613.5 5613.50
C3-6N ;u~s 5613.5 5613.50
C3-7S LI.Co'{ 5613.5 5613.50
C3-7C 5 SD 5613.5 5613.50
C3-7N 1.,2. 5613.5 5613.50
C3-8S 3.'fi 5613.5 5613.50
C3-8C ~.10 5613.5 5613.50
C3-8N 0 47 5613.5 5613.50
Location Trans. Shot Base Applied Elevation
Cell4A 3.72 5574.43 5576.92 Name: Tanner Holliday, Deen Lyman
lntitial 6.21 5580.64
9/15/2023
C2W1 2.02 5613.5 5624.82
C2W2 3.32 5613.5 5623.52
C2W3 2 .56 5613.5 5624.28
C2W4 1.56 5613.5 5625.28
2W5-C 1.88 5613.5 5624.96
2W4-N 1.66 5613.5 5625.18
2W4-S 3.10 5613.5 5623.74
2W5-N 2.55 5613.5 5624.29
2W3-S 1.88 5613.5 5624.96
2W-5S 4.00 5613.5 5622.84
Initial 13.34
I' 1.22 5623.15 5629.28
l ! 0.28 5623.15 5630.22
I 3.51 5623.15 5626.99
6.00 5623.15 5624.50
5.70 5623.15 5624.80
3.32 5623.15 5627.18 . , . 7.43 5623.15 5623.07
l• 4.02 5623.15 5626.48
,, 4.69 5623.15 5625.81
. 7.11 5623.15 5623.39
7.35 5630.50
Initial 3.31 5617.39
3-1N 0.79 5614.08 5616.60
3-1C 1.71 5614.08 5615.68
3-1S 2.28 5614.06 5615.11
3-2N 4.38 5614.06 5613.01
3-2C 3.68 5614.06 5613.51
3-2S 5.29 5614.06 5612.10
C3-3S 5.76 5614.06 5611.63
C3-3C 6.70 5614.06 5610.69
C3-3N 6.58 5614.06 5610.81
C3-4N 6.89 5614.08 5610.50
C3-4C 6.40 5614.08 5610.99
Initial 7.20 5613.5
C3-6S 5.45 5613.5 5615.25
C3-6C 3.59 5613.5 5617.11
C3-6N 2.98 5613.5 5617.72
C3-7S 4.64 5613.5 5616.06
C3-7C 5.50 5613.5 561520
C3-7N 1.62 5613.5 5619 .08
C3-8S 3.48 5613.5 561722
C3-8C 4.10 5613.5 5616.60
C3-8N 0.47 5613.5 5620.23
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 26 of37
APPENDIX A-3
MONTHLY INSPECTION DATA
Inspector: --(Mner-~)oJJ,-1 1
Date: 10/:31/:z.o;p
2. Diversion Ditches and Diversion Berm:
Observation:'
Diversion Ditches:
Sloughing
Erosion
Undesirable
Vegetation
Obstruction of Flow
Diversion Benn:
Stability Issues
Signs of Distress
Diversion Ditch 1
__yes /no
__yes --:7' no
__yes / DO
__yes~no
_yes~no
_yes __ .,,_no
Diversion Ditch 2
_yes /no
_yes~no
_yes~no
~es /no
Diversion Ditch 3 Diversion Benn 2
__ yes~o
__ yes no
__yes 7 no
__ yes~no
3. Summary of Activities Around Sedimentation Pond: --'-',.,A~V.-'-'--------------
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
Overspray syste~ti • 1g properly: ___ yes ___ no
Overspray c • mortlan 50 feet from the cell: __ yes __ ~no
' , was system immediately shut off? __ yes __ no
03/17 Revision: EFR 2 .5
Page 27 of37
5. Remarks: .,,,.,,✓A ----"--------------------------------
6. Settlement Monitors:
Attach the Settlement monitor monthly survey data (spreadsheet). Note any unusual observations
below .
All sdtJ,mu,f r(I O(l:)or~ o-re ,'!) ~oo J au,J,),,,n . (;se~ i,..ff11>&Aed)
7. Movement Monitors: (Is there visible damage to any movement monitor or to adjacent
surfaces)?
/-r<.. \J i"s.,.-.11 ,'11 r>od-c.o,,J;J,~11.
9. Monthly LDS Pump Checks in Cells 4A and 4B:
1-C
Location Trans. Shot Base Applied Elevation
Cell4A .3 .S'f-5574.43 5574.43 Name: Tanner Holll dav, Deen Lvm an
lntitial s.~« 5574.43
10/31/2023
C2W1 2,08 5613.5 5613.50
C2W2 3 .3S 5613.5 5613.50
C2W3 .2-59 5613.5 5613.50
C2W4 J.r:..7 5613.5 5613.50
2W5-C 1.,1 5613.5 5613.50
2W4-N I. r.-. 5613.5 5613.50
2W4-S 3.13 5613.5 5613.50
2W5-N .1,5'1 5613.5 5613.50
2W3-S , i.qo 5613.5 5613.50
2W-5S ,.co~ 5613.5 5613.50
Initial 13 ""
E I :IJ.. 5623.15 5623.15
I I O.\i 5623.15 5623.15
1-i '!..'ii 5623.15 5623.15 G:I H..~7 . ·s.1:2.. 5623.15 5623.15 ::r .. ~ 7 .!2...C. 7 ,, 5.~o 5623.15 5623 .15
,· I 2X3 5623.15 5623.15
~ 7,2,'i 5623.15 5623.15 ..
'!,I I ~-'1'-> 5623.15 5623.15 i./A 1g,7'i
f .( lt(,C)' 5623.15 5623.15 ~8 :t'i. 'la9 f :....~ 7.05 5623.15 5623.15
tt1I '7.-l.C. 5623.15 rl'~ it,is
Initial '33~ 5614.08
3-1N 0.'60 5614.08 5614.08
3-1C l."13 5614.08 5614.08
3-1S ;J,..'Y) 5614.08 5614.08
3-2N i.tiib 5614.08 5614.08
.. 3-2C :!)_ 8'f 5614.08 5614.08 :
3-2S 5,~0 5614.08 5614.08
C3-3S C:..79. 5614.08 5614.08
C3-3C {, ,7';).... 5614.08 5614.08
C3-3N '"·'° 5614.08 5614.08
C3-4N b.C\O 5614.08 5614.08
C3-4C (..~o 5614.08 '5614.08
lnitiaL 7.~ 56-13.5
C3-6S 5'-n 5613.5 5613.50
C3-6C 3.,0 5613.5 5613.50
C3-6N 1i.oo 5613.5 5613.50
C3-7S ,u., 5613.5 5613.50
C3-7C _i;:sD 5613.5 5613.50
C3-7N I '-..2 5613.5 5613.50
C3-8S :150 5613.5 5613.50
C3-8C 4.10 5613.5 5613.50
C3-8N O-'-f8 5613.5 5613.50
Location Trans. Shot Base Applied Elevation
Cell4A 3.39 5574.43 5576.92 Name: Tanner Holliday, Deen Lyman
lntitial 5.88 5580.31
10/31/2023
C2W1 2.08 5613.5 5624.80
C2W2 3.38 5613.5 5623.50
C2W3 2.58 5613.5 5624.30
C2W4 1.57 5613.5 5625.31
2W5-C 1.91 5613.5 5624.97
2W4-N 1.69 5613.5 5625.19
2W4-S 3.13 5613.5 5623.75
2W5-N 2.59 5613.5 5624.29
2W3-S 1.90 5613.5 5624.98
2W-5S 4.04 5613.5 5622.84
Initial 13.38
~ 1.12 5623.15 5629.29
• I 0.18 5623.15 5630.23
I I 3.41 5623.15 5627.00
. 5.92 5623.15 5624.49 -\ 5.60 5623.15 5624.81
""':"" 1111 3.23 5623.15 5627.18
~ 7.34 5623.15 5623.07
' 3.96 5623.15 5626.45
·-4.60 5623.15 5625.81 .. 7.05 5623.15 5623.36
11 7.26 5630.41
Initial 3.32 5617.40
3-1N 0.80 5614.08 5616.60
3-1C 1.73 5614.08 5615.67
3-1S 2.30 5614.08 5615.10
3-2N 4.40 5614.08 5613.00
3-2C 3.89 5614.08 5613.51
3-2S 5.30 5614.08 5612.10
C3-3S 5.78 5614.08 5611.62
C3-3C 6.72 5614.08 5610.68
C3-3N 6.60 5614.08 5610.80
C3-4N 6.90 5614.08 5610.50
C3-4C 6.40 5614.08 5611.00
Initial 7.22 5613.5
C3-6S 5.47 5613.5 5615.25
C3-6C 3.60 5613.5 5617.12
C3-6N 3.00 5613.5 5617.72
C3-7S 4.67 5613.5 5616.05
C3-7C 5.50 5613.5 5615.22
C3-7N 1.62 5613.5 5619.10
C3-8S 3.50 5613.5 5617.22
C3-8C 4.10 5613.5 5616.62
C3-8N 0.48 5613.5 5620.24
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3. 1
03/17 Revision: EFR 2.5
Page 26 of37
APPENDIX A-3
MONTHLY INSPECTION DATA
Inspector: --Ul>l.l.LJ.IJ..--4.J.L<Ju.Ll<'-""-"'J--------
Date: I 1/30/:;..p,._')
1. Slurry Pipeline: All fi pe):no q,c e ia ,e oo J c ooJ:.J.,-oa wi'l:h 11 0 l<!1:1k s .
2. Diversion Ditches and Diversion Berm:
Observation:'
Diversion Ditches:
Sloughing
Erosion
Undesirable
Vegetation
Obstruction of Flow
Diversion Benn:
Stability Issues
Signs of Distress
Diversion Ditch 1
_yes jno
_yes---rno
_yes __ ✓_no
__ yes _/no
__ yes~no
_yes __ ✓_no
Diversion Ditch 2
__yes--5--no
yes no
yes 7 no
__yes /no
Diversion Ditch 3
./ ___yes no
___yes ;.no
_:yes_no
./ __ yes_no
Diversion Benn 2
3. Summary of Activities Around Sedimentation Pond: ~M~'.6~~~-------------
While Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
4. Overspray Dust Minimiz ~
Overspray system fu 10ning properly: yes. ___ no
Overspray ni~re than 50 feet from the cell: __ yes ___ no
If "~ s", was system immediately shut off? __ yes __ no
6. Settlement Monitors:
03/17 Revision: EFR 2.5
Page 27 of37
Attach the Settlement monitor monthly survey data (spreadsheet). Note any unusual observations
below .
.Sr~<r'.lt mon :+or.s 4 t"e ;a <foe\ c oaJ ;.).;oC) c ~tu:, J J~e:d.),
7. Movement Monitors: (Is there visible damage to any movement monitor or to adjacent
surfaces)? t
c It oo! eo,iJ; iofl .
8. Summa::fDaily,WeeklyandQuarterlylnspections: -1DY1 ~ amo, i'.s co 80 6d conJ :J,o/l.
r1o C on,s+~ioo o<" edi'l ,}~ OA>1c h«o :hJ,',.'3 fiec "
9. Monthly LDS Pwnp Checks in Cells 4A and 4B:
AH pwnp~ ~ mef'e r~ o-re. ±iti1 CJiQJ1 1~ y:oper lt
Location Trans. Shot Base Applied Elevation
Cell4A 3.52 5574.43 5576.93 Name: Tanner Holliday, Deen Lyma n
lntitial 6.02 5580.45
11/30/2023
C2W1 2.07 5613.5 5624.79
C2W2 3.38 5613.5 5623.48
C2W3 2.55 5613.5 5624.31
C2W4 1.56 5613.5 5625.30
2W5-C 1.90 5613.5 5624.96
2W4-N 1.67 5613.5 5625.19
2W4-S 3.10 5613.5 5623.76
2W5-N 2.58 5613.5 5624.28
2W3-S 1.88 5613.5 5624.98
2W-5S 4 .01 5613.5 5622 .85
Initial 13.36
-1.14 5623.15 5629.31 -
I ' 0.21 5623.15 5630.24
I l 3.44 5623.15 5627.01
l ·.t 5.96 5623.15 5624.49
l, l 5.65 5623.15 5624.80
7 3.28 5623.15 5627.17
-~ 7.39 5623.15 5623.06
6-' 4.00 5623.15 5626.45
(. ( 4.65 5623.15 5625.80 ·,. 7.10 5623.15 5623.35
11 1 7.30 5630.45
Initial 3.28 5617.36
3-1N 0.76 5614.08 5616.60
3-1C 1.70 5614.08 5615.66
3-1S 2.26 5614.08 5615.10
3-2N 4.36 5614.08 5613.00
3-2C 3.87 5614.08 5613.49
3-2S 5.26 5614.08 5612.10
C3-3S 5.75 5614.08 5611.61
C3-3C 6.69 5614.08 5610.67
C3-3N 6.56 5614.08 5610.80
C3-4N 6.86 5614.08 5610.50
C3-4C 6.37 5614.08 5610.99
Initial 7.10 5613.5
C3-6S 5.36 5613.5 5615.24
C3-6C 3.57 5613.5 5617.03
C3-6N 2.90 5613.5 5617.70
C3-7S 4.56 5613.5 5616.04
C3-7C 5.39 5613.5 5615.21
C3-7N 1.50 5613.5 5619.10
C3-8S 3.39 5613.5 5617.21
C3-8C 4.00 5613.5 5616.60
C3-8N 0.37 5613.5 5620.23
White Mesa Mill -Standard Operating Procedures
Book J 1: Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 26 of37
APPENDIX A-3
MONTHLY INSPECTION DATA
1. Slurry Pipeline: _ _._P---'-i +-p=e _)i....;.11-=-,c:-=-~__,(itn!.~"---'i,..._n~~ro-=-oJ ....... c ..... o""'" ..... J"",'-'-·J_..,,o=,,~w~;t __ h~l'\~o'"-'-lc:-'='~~l(::.,,~1.a.-_______ _
2. Diversion Ditches and Diversion Berm:
Observation:'
Diversion Ditches:
Sloughing
Erosion
Undesirable
Vegetation
Obstruction of Flow
Diversion Benn:
Stability Issues
Signs of Distress
Diversion Ditch 1
__ yes f,no
_yesJ°no
_yes __ no
_yes· J no
_yes ✓ no
_yes 7 no
Diversion Di tch 2
__ yes~no
____yes ./ no
____yes 7 no
_yes~no
Diversion Ditch 3 Diversion Berm 2
__ yes~no
_yes / no
_yes .7 no
_yes~no
3. Summary of Activities Around Sedimentation Pond: ~/J._1/~--------------
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
Overspray syste~cti ng properly: ___ yes. ___ .no
Overspray c . • mo~ than 50 feet from the cell: __ yes ___ no
If "yes " as system immediately shut off? __ yes __ no
011 er spCtaj S'#'km is no t , a opeca tion
03/17 Revision: EFR 2.5
Page 27 of37
5. Remarks: ~/,_;/,..:..1/.j.,__ __________________________ _
6. Settlement Monitors:
Attach the Settlement monitor monthly survey data (spreadsheet). Note any unusual observations
below .
S ell)~P1tr1 ± r11on .'foa 4 r c. '" s-,o J c.onJ :h,n ~~e.
7. Movement Monitors: (Is there visible damage to any movement monitor or to adjacent
surfaces)?
Mov ~m •o /-n o □1'h,r.$ a,N; ).}{s"'cal:j ;,... g ooJ c.011J,·J,-o,.,.
9. Monthly LDS Pump Checks in Cells 4A and 4B:
Location Trans. Shot Base Applie_d Elevation
Cell4A 4 I() 5574.43 5574.43 Name : Tanner Hotliday, Deen Lyman
lntitlal Ll;8 5574.43
12/20/2023
C2W1 11.03 5613.5 5613.50
C2W2 !l.3{, 5613.5 5613.50
C2W3 2-58 5613.5 5613.50
C2W4 1,t;l.. 5613 .5 5613.50
2W5-C l.<fO 5613.5 5613.50
2W4-N U,8 5613.5 5613.50
2W4-S ~.1.3 5613.5 5613.50
2W5-N ~5'1 5613.5 5613.50
2W3-S I ,'!0 5613.5 5613.50
2W-5S q_o3 5613.5 5613.50
Initial ~ 13.17
;-f,!>O 5623.15 5623.15 . 0,3':. 5623.15 5623.15 .. ?,.51 5623.15 5623.15
,.o, GI IC..10 '-IA IS-'i(.
C 5623.15 5623.15
L)t} :t•L~l. 1>,1'! 5623.15 5623.15 !"11t'1.'i~
'3,11') 5623.15 5623.15 U i.{,l'-
I • . 7.SO 5623.15 5623.15
-. 4, Ir) 5623.15 5623.15 ,,
'' ~.so 5623.15 5623.15 . .
I 7.'JD 5623.15 5623.15
7,'i2 5623.15
Initial 3,.:2.~ 5614.08
3-1 N 0,77 5614.08 5614.08
3-1C L 70 5614.08 5614.08
3-1S 2-.lb 5614.08 5614.08
3-2N "'%, 5614.08 5614.08
3-2C 13. U, 5614.08 5614.08
3-2S 5-~7 5614.08 5614.08
C3-3S 5.,'i 5614.08 5614.08
C3-3C ~70 5614.08 5614.08
C3-3N ~.S'-5614.08 5614.08
C3-4N ,.~'l 5614.08 5614.08
C3-4C ,.--t6 5614.08 5614.08
Initial 7,0'-I 5613.5
C3-6S s:~l\ 5613.5 5613.50
C3-6C 3.~3 56.1.3.5 .. .. 56.1.3,5P -···-. . .
C3-6N i.S3 5613.5 5613.50
C3-7S i.t.50 5613.5 5613.50
C3-7C S.3'f 5613.5 5613.50
C3-7N l,'fb 5613.5 5613.50
C3-8S 3 ~~ 5613.5 5613.50
C3-8C 3,,q5 5613.5 5613.50
C3-8N O.~I 5613.5 5613.50
Location Trans. Shot Base Applied Elevation
Cell4A 4.10 5574.43 5576.91 Name: Tanner Holliday, Deen Lyman
lntitial 6.58 5581.01
12/20/2023
C2W1 2.03 5613.5 5624.84
C2W2 3.36 5613.5 5623.51
C2W3 2.58 5613.5 5624.29
C2W4 1.56 5613.5 5625.31
2W5-C 1.90 5613.5 5624.97
2W4-N 1.68 5613.5 5625.19
2W4-S 3.13 5613.5 5623.74
2W5-N 2.57 5613.5 5624.30
2W3-S 1.90 5613.5 5624.97
2W-5S 4.03 5613.5 5622.84
Initial 13.37
t. 1.30 5623.15 5629.27
' 0.36 5623.15 5630.21 . , 3.59 5623.15 5626.98 •
1 . < 6.09 5623.15 5624.48
.,. ' 5.79 5623.15 5624.78
3.42 5623.15 5627.15 . 7.50 5623.15 5623.07
!:-, 4.10 5623.15 5626.47
4.80 5623.15 5625.77
7.20 5623.15 5623.37
7.42 5630.57
Initial 3.28 5617.36
3-1N 0.77 5614.08 5616.59
3-1C 1.70 5614.08 5615.66
3-1S 2.26 5614.08 5615.10
3-2N 4.36 5614.08 5613.00
3-2C 3.86 5614.08 5613.50
3-2S 5.27 5614.08 5612.09
C3-3S 5.74 5614.08 5611.62
C3-3C 6.70 5614.08 5610.66
C3-3N 6.56 5614.0B 5610.80
C3-4N 6.89 5614.0B 5610.47
C3-4C 6.40 5614.08 5610.96
Initial 7.04 5613.5
C3-6S 5.30 5613.5 5615.24
C3-6C 3.43 5613.5 5617.11
C3-6N 2.83 5613.5 5617.71
C3-7S 4.50 5613.5 5616.04
C3-7C 5.34 5613.5 5615.20
C3-7N 1.46 5613.5 5619.08
C3-8S 3.33 5613.5 5617.21
C3-8C 3.95 5613.5 5616.59
C3-8N 0.31 5613.5 5620.23
Quarterly Inspections
White Mesa Mi!I -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 28 of 37
APPENDIX A-4
WIDTE MESA MILL
TAILINGS MANAGEMENT SYSTEM
QUARTERLY INSPECTION DATA
2. Operations/Maintenance Review:
-to u;>aCk QO 'IhG :,')( b,..,.,a;,,
4. Estimated Areas:
Estimated ercent of beach surface area
Estimated ercent of solution ool area
Estimated ercent of cover area
Comments: _ -_-_-_________ _
Cell 3 Cell 4A Cell4B
White Mesa Mill -Standard Operating Procedures
Book 1 1: Environm ental Protection Manual, Section 3.1
03/17 Revision: EFR 2.5
Page 28 of37
APPENDIX A-4
WIDTE MESA MILL
TAILINGS MANAGEMENT SYSTEM
QUARTERLY INSPECTION DATA
Date: 6/'Jb/2.ox:3
1. Embankment Inspection:
3. Construction Activities: JVo cot1.S.+t'1>cJ;on o-d •\h·~,-e~ .J."Jc''"j l11.C~
~ C.o,.~..\-,...cJ ro-, .,_cJ,\,;J-,•e,-c.&ro ... ,.J -I-It.:: {,," b ... ~l),'n
4. Estimated Areas:
Cell 3 Cell 4A
Es tim at ed percent of beach surface area 1:2.Z 3.5%
Estimated percent of solution pool area 0 /4 C .. 5/o
Estimated percent of cover area AAJ'o 0%
Comments : __ ..:.d~1"'"'4 _______ _
Cell 4B
D~
'.:Z..SJo
0 /4
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual, Section 3 .1
03/17 Revision : EFR 2.5
Page 28 of37
APPENDIXA-4
WIDTE MESA MILL
TAILINGS MANAGEMENT SYSTEM
QUARTERLY INSPECTION DATA
I . AJI eMb41ftlcntcJ~ ()..("~ ,·11 ~ood c...,,J,·J,4,f\. 1. Embankment nspect10n: ____________ -.J _________ _
2. Operations/Maintenance Review: ~,,. ITxed c e ii Y n r a.+t
4. Estimated Areas:
Cell 3 Cell 4A Cell 4B
Estimated percent of beach surface area \~ 7. 35 Y. oz
Estimated percent of solution pool area 0 /. '7.5 ¾ ,-sy
Estimated percent of cover area gg X 0 ¾ 0%
Comments: ----'CC..,...,--'-----------
White Mesa Mill -Standard Operating Procedures
Book 11: Environmental Protection Manual , Section 3.1
APPENDIX A-4
03/1 7 Revision: EFR 2.5
Page 28 of37
WHITE MESA MILL
TAILINGS MANAGEMENT SYSTEM
QUARTERLY INSPECTION DATA
Inspector: --r;_,111 u HoJliik ______ _
1. Embankment Inspection:
3. Construction Activities: /Jo c.ao !.l:o>-d ioo i:o,.ki'!j pk«. of\ +~~l.s.
4. Estimated Areas:
Estimated ercent of solution ool area
Estimated. ercent of cover area
Comments :
Ce114B
Annual lle.(2) Off-Site Disposal Summary
Energy Fuels Resources (USA) Inc. lle.(2) Receipts for 2023.
Generator
Crow Butte
Resources
IEC
Mestena Uranium,
L.L.C -Alta Mesa
ISL Project
Cameco-Highland
Cameco -North Butte
Cameco -SAT 2
Cameco -SAT 3
Cameco -Smith
Ranch Property
Cameco -CPP
Strata Energy
UEC -South Texas
Mining
UEC -Goliad
UEC -La Palangana
Uranerz -Nichols
Ranch
Uranium One
URI, Inc. -Rosita
URI, Inc. -Kingsville
Dome ISR Project
URI, Inc. -Vasquez
ISR Project
USX-Texas
Uranium operations
Weston Solutions
Totals
Received
Tons 2023
0.00
0.00
56.00
86.00
1.60
1.60
0.00
6.10
0.00
21.17
10.90
0.00
5.00
5.41
0.00
75.60
27.22
0.00
0.00
0.00
296.60
Received
Cubic
Yards
2023
0.00
0.00
76.80
222.30
17.29
17.30
0.00
24.70
0.00
68.00
15.00
0.00
7.00
20.00
0.00
325.00
75.00
0.00
0.00
0.00
868.39
Cubic
Tons Yards
Received Received
from from
Inception Inception
708.31 2005.00
4826.37 4920.00
3378.91 3643.05
1492.90 3413.43
32.22 116.39
38.90 221.39
13.20 43.90
1568.89 3704.36
68.80 257.40
155.27 736.00
5047.30 4095.00
0.00 0.00
407.70 494.70
52.11 310.00
29.20 198.10
740.07 1253.79
2725.18 5142.26
172.23 424.70
5099.99 4636.35
0.60 0.50
Comments
Active
Closed
Active
Active
Active
Active
Active
Active
Active
Active
Active
Active
Active
Active
Active
Active
Active
Active
Closed
Closed