DRC-2021-005526 - 0901a06880e6d3f3

Radioactive Material License Application / Federal Cell Facility

Page F-1 Appendix F April 9, 2021
Revision 0

APPENDIX F

2020 ANNUAL GROUNDWATER MONITORING REPORT

EnergySolutions Utah Division of Water Quality
2020 Annual Groundwater February 25, 2021
Monitoring Report
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TABLE OF CONTENTS
CHAPTERS
1.0 INTRODUCTION............................................................................................................................. 3
1.1 Background ........................................................................................................................ 3
1.2 Monitoring ......................................................................................................................... 4
2.0 FIELD ACTIVITIES ........................................................................................................................ 5
2.1 Groundwater Sampling ...................................................................................................... 5
2.2 Depth to Groundwater Measurement ................................................................................. 6
2.3 Mixed Waste Leachate Monitoring .................................................................................... 7
2.4 Evaporation Pond Sampling ............................................................................................... 7
2.5 Collection Lysimeter Sampling .......................................................................................... 7
3.0 DATA QUALITY ASSURANCE EVALUATION SUMMARY ..................................................... 7
3.1 Precision ............................................................................................................................ 8
3.2 Accuracy .......................................................................................................................... 10
3.3 Representativeness ........................................................................................................... 10
3.4 Comparability .................................................................................................................. 11
3.5 Completeness ................................................................................................................... 11
4.0 MONITORING RESULTS ............................................................................................................. 12
4.1 Groundwater Elevations ................................................................................................... 12
4.2 Monitoring Well Analytical Results ................................................................................. 15
4.3 Exceedances ..................................................................................................................... 15
4.4 2020 Groundwater Quality Discharge Permit Compliance Status ................................... 18
4.5 Mixed Waste Leachate Analytical Results ....................................................................... 18
4.6 Evaporation Pond Analytical Results and Volumes ......................................................... 18
4.7 Collection Lysimeter Analytical Results .......................................................................... 19
4.8 Report Summary .............................................................................................................. 19

TABLES
Table 1-1: 11e.(2), LARW, Mixed Waste, and Class A West Monitoring Wells ............................. 4
Table 3-1: 2020 Field Duplicate Sample Summary ........................................................................... 9
Table 4-1: Monitoring Well Exceedance Summary ........................................................................ 16
Table 4-2: Summary of Evaporation Pond Volumes ....................................................................... 19
Table A-1: Containers, Volumes, and Preservatives in Sample Collection ..................... Appendix A
Table B-1: Summary of Groundwater Elevations ........................................................... Appendix B
Table B-2: Summary of Vertical Gradients ..................................................................... Appendix B
Table B-3: Summary of Horizontal Gradients ................................................................. Appendix B
Table C-1: Conventional Chemistry Results ................................................................... Appendix C
Table C-2: Radiological Analysis Results ....................................................................... Appendix C
Table C-3: Mixed Waste Leachate Conventional Results ............................................... Appendix C
Table C-4: Mixed Waste Leachate Radiologic Results ................................................... Appendix C
Table C-5: Evaporation Pond Conventional Analysis Results ........................................ Appendix C
Table C-6: Evaporation Pond Radiological Analysis Results ......................................... Appendix C

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TABLE OF CONTENTS, CONTINUED

FIGURES
Figure 1: 1st Quarter 2020 Groundwater Contour Map .................................................. Appendix B
Figure 2: 2nd Quarter 2020 Groundwater Contour Map ................................................. Appendix B
Figure 3: 3rd Quarter 2020 Groundwater Contour Map .................................................. Appendix B
Figure 4: 4th Quarter 2020 Groundwater Contour Map .................................................. Appendix B

APPENDICES
Appendix A: Containers, Volumes, and Preservatives in Sample Collection Table
Appendix B: Groundwater Contour Maps and Elevation Tables
Appendix C: Groundwater, Evaporation Pond, Mixed Waste Leachate, and Collection Lysimeter
Analytical Data Tables

ATTACHMENTS
Attachment 1: Field Data Sheets
Attachment 2: Data Validation
Attachment 3: Laboratory Data Packages
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1.0 INTRODUCTION

1.1 Background
EnergySolutions, LLC (EnergySolutions) operates a commercial landfill near Clive, Utah
to dispose of Class A Radioactive Waste (Class A), 11e.(2) waste (uranium mill tailings),
and mixed radioactive and hazardous waste (Mixed Waste). At present, the waste is
placed in three active embankments: (1) Class A West, (2) Mixed Waste, and (3) 11e.(2).
The LARW embankment was closed in October 2005 when the final cover was
completed. The Class A West embankment design, approved on November 26, 2012,
incorporates both the former Class A and Class A North embankments.

This report summarizes 2020 groundwater monitoring activities associated with each of
these embankments. The facility is licensed and permitted to operate under the following
laws and rules:
x Radioactive Material License #UT 2300249 to receive, acquire, possess, and
transfer byproduct, source, and special nuclear material pursuant to the Atomic
Energy Act of 1954, as amended, the Energy Reorganization Act of 1974 (Public
Law 93-438), and Title 10, Code of Federal Regulations, Chapter I, Parts 30, 31,
33, 34, 35, 39, 40, and 70.
x Radioactive Material License #UT 2300478 to transfer, receive, possess, and use
specific radioactive materials pursuant to Section 19-3-104 of the Utah Code
annotated 1953 and the Utah Department of Environmental Quality Rules for the
control of ionizing radiation.
x Groundwater Quality Discharge Permit No. UGW450005 (GWQDP) for Class A
Radioactive Waste and 11e.(2) waste disposal facilities, pursuant to the Utah
Water Quality Act, Title 19, Chapter 5, Utah Code annotated 1953 as amended.
x State-issued Part B Permit (Part B Permit) operated under EPA ID Number
UTD982598898 to treat, store, and dispose of Mixed Waste (MW) pursuant to the
Utah Solid and Hazardous Waste Act, (the Act), 26-14-1 et. seq., Utah Code
Annotated 1953 and the Utah Administrative Code (UAC) (R315) as authorized
by the U.S. Environmental Protection Agency (EPA) under Section 3006 (b) of
the Resource Conservation and Recovery Act (RCRA).
x Coordinated Approval of Mixed Waste Landfill Cell (MWLC) and Waiver of
Technical Requirements for Land Disposal of Polychlorinated Biphenyl (PCB)
Waste, U.S. EPA, Ref: 8P-P3T.

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1.2 Monitoring
EnergySolutions conducted annual [GWQDP Part I.F.5.(c)] and periodic groundwater
sampling events in 2020 at compliance monitoring locations associated with the 11e.(2),
LARW, Mixed Waste, and Class A West embankments. The periodic events consisted of
probable-out-of-compliance (POOC) (GWQDP Part I.G.2) and out-of-compliance (OOC)
(GWQDP Part I.G.3) sampling events. Monitoring wells sampled in 2020 are described
in Part I, Sections F.1.(a), (b), and (c) of the GWQDP and are listed in Table 1-1, below.
Analytical parameters are listed in Part I.F.5.c.2 of the GWQDP dated October 9, 2014.

Table 1-1: 11e.(2), LARW, Mixed Waste, and Class A West Monitoring Wells
Class A West
Cell Cell
GW-16R GW-88 GW-106 GW-19A P3-95 NECR I-1-30
GW-20 GW-89 GW-107 GW-20 P3-95 SWC GW-130
GW-22 GW-90 GW-108 GW-24 P3-97 NECR GW-131
GW-23 GW-91 GW-109 GW-25 GW-19A GW-132
GW-24 GW-92 GW-110 GW-26 GW-36 GW-133
GW-29 GW-93 GW-111 GW-27 GW-58 GW-134
GW-56R GW-94 GW-112 GW-28 GW-66R GW-135
GW-64 GW-95 GW-137 GW-29 GW-129 GW-136
GW-77 GW-99 GW-138 GW-36 I-3-30a
GW-103 GW-100 GW-139 GW-37a I-1-100b
GW-104 GW-101 GW-139Db GW-38Ra I-3-100b
GW-105 GW-102 GW-140 GW-57
GW-128 GW-141 GW-58
GW-60
GW-63
GW-126
GW-127
PZ-1a
GW-19Bb
GW-27Db

a Monitored for groundwater elevations only in accordance with Part I, Section F.1.(a).2 and F.1.(b) of the GWQDP.
b Deep aquifer wells monitored for groundwater elevations only in accordance with Part I, Section F.1.(d) of the GWQDP

Additional monitoring activities performed in compliance with Part I.F of the GWQDP
include: evaporation pond sampling, collection lysimeter inspection, MW leachate
sampling, depth-to-water measurement, and the collection of groundwater for specific
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gravity measurement. Applicable dates and sampling event descriptions are included on
the groundwater sampling sheets provided in Attachment 1.

This report is divided into four chapters. Chapter 1 provides this introduction. Chapter 2
gives a discussion of field activities, including groundwater sampling. Chapter 3
provides a summary of the data quality assurance evaluation, and Chapter 4 summarizes
the monitoring and analytical results for sampling events (including POOC and OOC
sampling).

2.0 FIELD ACTIVITIES

2.1 Groundwater Sampling
The annual, POOC, and OOC groundwater sampling events were conducted in
accordance with the GWQDP Water Monitoring Quality Assurance Plan (QAP) and
standard operating procedure CL-EV-PR-004, Groundwater Monitoring. The following is
an overview of field activities performed at each monitoring location.

x Inspection of monitoring well condition;
x Measurement of depth to water;
x Purging;
x Measurement of pH, specific conductivity, temperature, dissolved oxygen, and
Eh;
x Collection of groundwater samples; and
x Completion of groundwater sampling sheets and chain-of-custody/laboratory
work request (COC) forms.

The condition of each monitoring well, including the pad and protective casing, was
inspected as prompted by the checklist included on the groundwater sampling sheet.
Inspection items provide information on the need for follow-up actions such as
redevelopment or repair.

Field analytical equipment was calibrated (for pH, specific conductivity, and Eh)
according to the manufacturer’s specifications at the beginning of each day. In addition,
mid-day and end-of-day calibration checks were performed. Calibration notes were
recorded and maintained in a calibration logbook.

A minimum of three well volumes was purged from each well prior to sampling. Field
parameters were checked during and following well purging to ensure that the
groundwater was representative of formation water. In accordance with the GWQDP
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Water Monitoring QAP, field parameters were considered stable and “representative”
when three consecutive readings were within ± 0.1 pH units for pH, ± 3 percent for
specific conductivity, and ± 1q Celsius for temperature. Eh and dissolved oxygen
readings were also recorded.

Samples were collected in the following order: volatile organic compounds (VOCs),
semi-volatile organic compounds (SVOCs), inorganics, total dissolved solids (TDS),
anions, cyanide, metals and cations, and radiological constituents. Not all of these
constituents were collected at each well. All samples were collected in appropriate
containers and preserved as summarized in Table A-1 provided in Appendix A.

When filling VOCs vials, the sample pump discharge rate was reduced to the extent
possible to allow gentle filling of the vials without aeration. The VOC sampling flow rate
was measured daily, when VOCs samples were collected, and documented on the
groundwater sampling sheets included in Attachment 1.

Sample labels were filled out using indelible ink with the sample ID, preservative, date,
time, and the sampler’s initials (for some containers, the information is written directly on
the container). Immediately after filling, sample bottles were placed in an ice chest with
ice (except samples for radiological analysis, which do not require temperature
preservation). The ice was packaged in double Ziploc£ bags to prevent leakage.
Pertinent sample information was recorded on the COC, including the sample ID number,
sample location, date and time of sample collection, sample type, number of samples, and
analysis request. Sample custody was maintained until delivery to the following Utah-
Certified laboratories: American West Analytical Laboratories (AWAL) in Salt Lake
City, Utah and TestAmerica in Denver, Colorado (TAD) for conventional chemistry
analyses; and TestAmerica in St. Louis, Missouri (TASL) for radiological analyses.

As listed above, sampling activities are documented in the groundwater sampling sheets
and COC forms. The groundwater sampling sheet contains pertinent information
regarding field conditions at each sampling location, calculated and actual purge volumes,
flow rates, field parameter measurements, and the specific samples collected. COC forms
indicate the date and time samples were collected, the type of sample, the name of the
sampling technician(s), the name of the laboratory to which the samples were sent, and
the analytical suite requested. Laboratory analytical reports and COC forms are provided
in Attachment 3 as an electronic data deliverable (EDD). Copies of the field data sheets
are included as Attachment 1. Analytical results are summarized in Chapter 4.0.

2.2 Depth to Groundwater Measurement
Depth-to-groundwater (DTW) measurements were determined quarterly, and for a subset
of wells, DTW measurements were determined monthly. The DTW data are summarized
with calculated freshwater equivalents in Appendix B Table B-1. Vertical and horizontal
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hydraulic gradients provided as Tables B-2 and B-3, respectively, are also provided in
Appendix B along with groundwater contour maps generated from the quarterly DTW
data.

2.3 Mixed Waste Leachate Monitoring
Liquid samples were collected from MW leachate sumps (leachate pipes) 1A, 1B, 2A,
2B, 3A, 3B, 4A, 4B, 5A, 5B, 6A, 6B, 7A, 7B, 8A, 8B, 9A, 9B, 10A, and 10B for field
parameters, VOCs, polychlorinated biphenyls (PCBs), and radiological analyses using a
peristaltic pump. Samples were collected on May 26, May 28, June 1, and June 2, 2020.
Arrangements were made to sample leachate pipes prior to removal of leachate by
vacuum truck operations. Samples were sent to TAD and TASL for conventional and
radiological analysis, respectively.

Copies of field data sheets are provided in Attachment 1 and analytical results are
summarized in Chapter 4.0. Laboratory analytical reports and COC forms are provided as
an EDD in Attachment 3.

2.4 Evaporation Pond Sampling
The 1995, 1997, 2000, MW, and NW Ponds were sampled on July 7 and July 9, 2020.
Liquid samples were collected from these ponds for the parameters listed in Part
I.F.13.(c) of the GWQDP. Samples were sent to TAD and TASL for conventional and
radiological analysis, respectively.

Copies of sampling sheets are provided in Attachment 1, and analytical results are
summarized in Chapter 4.0. Laboratory analytical reports and COC forms are provided as
an EDD in Attachment 3.

2.5 Collection Lysimeter Sampling
EnergySolutions currently maintains twelve collection lysimeters in accordance with the
Operation, Maintenance, and Closure Plans for Collection Lysimeters in Appendix C of
the GWQDP. During 2020, all inspected collection lysimeter sampling pipes had
inadequate liquid volumes for sample collection.

3.0 DATA QUALITY ASSURANCE EVALUATION SUMMARY

The overall quality assurance objective of the groundwater compliance monitoring
program is to produce data that will fulfill the Data Quality Objectives (DQOs) of the
program, which are summarized in Table B.3-1 of the GWQDP Water Monitoring QAP.
For this compliance monitoring program, field and laboratory data quality assurance is
evaluated in terms of precision, accuracy, representativeness, comparability, and
completeness (the PARCC parameters). A summary of the evaluation of Quality Control
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(QC) samples in relation to the PARCC parameters is presented in Table B.3-2 of the
GWQDP Water Monitoring QAP. Evaluation of data is summarized in terms of each
PARCC parameter in the following sections.

3.1 Precision
Precision is a measure of the reproducibility of the data. For non-radiological inorganic
and organic parameters, precision is calculated as the relative percent difference (RPD) as
follows:

100 X 2 D)+ (S
| D- S| = RPD
Where:
S = Sample result
D = Duplicate result

For field duplicate data, the RPD precision acceptance criterion is defined as a control
limit of r 25% for sample values greater than five times the laboratory detection limit
(LDL). If the sample data are less than five times the LDL, a control limit of r LDL is
used. In accordance with the GWQDP Water Monitoring QAP, RPDs were calculated
only for those analytes detected above the LDL in both the environmental sample and the
field duplicate sample.

For radiological parameters, activity results are reported in picoCuries per liter (pCi/L)
and include a counting error term. Precision is assessed by calculating the Relative Error
Ratio (RER) using the following equation:

y) -(x = RER 22ts
Where:
x = Sample result
y = Duplicate result
s = Error term of sample
t = Error term of duplicate

In accordance with the GWQDP Water Monitoring QAP, the field duplicate analytical
data acceptance criterion is defined as a control limit of less than three for the RER for
data greater than five times the LDL. If the sample values are less than five times the
LDL, a control limit of r LDL is used.

Groundwater sample field duplicates collected in 2020 are summarized in Table 3-1. The
number of samples met the frequency of collection requirement of the GWQDP Water
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Monitoring QAP. Analytes collected in duplicate include all radiological and non-
radiological laboratory parameters listed in GWQDP Part I.F.5.c.2. Although precision
for field duplicate samples was assessed and reported in Tables C-1 and C-2, field
duplicates are not used to qualify data because there is no guidance for qualifying data
based on field duplicate RPDs.

Table 3-1: 2020 Field Duplicate Sample Summary
Well
ID
Laboratory and
Package ID Analyte(s)

P3-95 SWC GW-489 1/16/20 TASL 160-37381 total & isotopic uranium
P3-95 SWC GW-358 2/20/20 TASL 160-37381 total & isotopic uranium
GW-26 GW-357 2/20/20 AWAL 2002475 thallium
GW-77 GW-359 2/25/20 TASL 160-37381 radium-226, 228
P3-95 SWC GW-348 3/12/20 TASL 160-37597 total & isotopic uranium
P3-95 SWC GW-418 4/9/20 TASL 160-37807 total & isotopic uranium
GW-24 GW-329 5/11/20 AWAL 2005217 11e.(2) & LARW non-rad. suite
GW-24 GW-329 5/11/20 TASL 160-38547-1 11e.(2) & LARW rad. suite
GW-135 GW-339 5/14/20 TASL 160-38207 LARW radiological suite
P3-95 SWC GW-669 6/15/20 TASL 160-38547-2 isotopic uranium
GW-56R GW-349 6/16/20 AWAL 2006474 LARW non-rad. suite
GW-56R GW-349 6/16/20 TASL 160-38594-1 LARW radiological suite
GW-26 GW-359 6/23/20 AWAL 2006654 thallium
GW-141 GW-369 6/30/20 AWAL 2006871 LARW non-rad. suite, selenium
GW-141 GW-369 6/30/20 TASL 160-38956 LARW radiological suite
GW-91 GW-379 7/6/20 AWAL 2007120 LARW non-rad. suite
GW-91 GW-379 7/6/20 TASL 160-38956 LARW radiological suite
P3-95 SWC GW-408 7/7/20 TASL 160-38957 isotopic uranium
P3-95 SWC GW-419 8/20/20 TASL 160-39536 isotopic uranium
GW-77 GW-439 8/27/20 TASL 160-39536 radium-226, 228
P3-95 SWC GW-399 9/15/20 TASL 160-39536 isotopic uranium
P3-95 SWC GW-409 10/15/20 TASL 160-40484 isotopic uranium
P3-95 SWC GW-270 11/10/20 TASL 160-40484 isotopic uranium
GW-77 GW-278 11/12/20 TASL 160-40484 radium-226, 228
P3-95 SWC GW-306 12/15/20 TASL 160-40834 isotopic uranium

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Laboratory analytical precision was assessed by calculation of RPDs for matrix spike
(MS) and matrix spike duplicate (MSD) sample pairs, laboratory control sample (LCS)
and LCS duplicate pairs, and duplicate analysis of environmental samples. Details for the
2020 sampling event are provided in the laboratory data reports included in Attachment 3.

3.2 Accuracy
Accuracy is the degree of agreement of a measurement with an accepted reference or
“true” value. Accuracy measures bias in the system. An example of bias is interference
caused by naturally occurring concentrations of dissolved constituents in a sample.
Accuracy is evaluated by the following equation:

100 X C
|B -A | =Recovery Percent

Where:
A = Concentration of analyte in a spiked sample
B = Concentration of analyte in an unspiked sample
C = Concentration of spike added

Laboratory analytical accuracy is assessed by calculation of recovery for MS and MSD
samples, LCS and LCS duplicates, surrogate spike samples, calibration standards, and
internal standards. Details for the 2020 sampling event are provided in the laboratory
data reports included in Attachment 3.

3.3 Representativeness
Representativeness is a qualitative expression evaluating the degree to which data
represent actual environmental conditions. Representativeness is assessed by the analysis
of method blanks (for all analytes) and trip blanks (when VOCs are analytes), and by the
collection and analysis of blind field duplicates. Method and trip blanks are used to
identify sources of contamination not associated with environmental samples. Low RPDs
and RERs for blind field duplicates indicate that sampling techniques are consistent and
resulting data are representative of the environment.

Representativeness also is evaluated using holding-time and sample preservation criteria.
Holding times and preservation are compared to standard method-specific criteria; all
holding times and preservation characteristics within the criteria are considered
representative. Holding times and preservation characteristics outside criteria are
qualitatively evaluated to determine the effect on sample representativeness.

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As discussed in Section 3.1, RPDs and RERs for blind field duplicate samples are
reported in Tables C-1 and C-2. Details for analysis of method blanks and trip blanks
included in the 2020 sampling event are given in the laboratory data reports provided in
Attachment 3. Holding times and preservation characteristics are also documented in the
laboratory data reports provided in Attachment 3.

3.4 Comparability
Comparability is a qualitative parameter expressing the confidence with which one data
set can be compared to another. Comparability is achieved through the use of
standardized methods for sample collection and analysis and the use of standardized units
of measurement.

As discussed in Section 2.0, sample collection, field data measurement, and associated
documentation activities for the 2020 event were conducted in accordance with the
GWQDP Water Monitoring QAP and standard operating procedure CL-EV-PR-004,
Groundwater Monitoring. As documented in the laboratory data reports provided in
Attachment 3, the analytical methods used by laboratories were those approved in the
GWQDP Water Monitoring QAP. As shown in Tables C-1 through C-6, standardized
units of measure are used for radiological data, non-radiological data, and field
parameters. The units are consistent with GWQDP groundwater protection levels
(GWPLs), and they are consistent with previous Clive facility sampling events.

3.5 Completeness
Completeness is defined as the percentage of valid data relative to the total number of
measurements. All locations required by the GWQDP were sampled, and all samples
were analyzed for the required parameters during sampling events completed in 2020
(Tables C-1 through C-6). No data were rejected by the laboratory or rejected during data
validation, and completeness for the 2020 monitoring event was 100%. Data validation
was performed in accordance with the GWQDP Water Monitoring QAP requirements
and in accordance with U.S. EPA data validation guidelines listed in the Contract
Laboratory Program National Functional Guidelines for Organic Data Review (EPA,
1994a) and the Contract Laboratory Program National Functional Guidelines for
Inorganic Data Review (EPA, 1994b). The U.S. EPA data validation guidelines are
referenced in the GWQDP Water Monitoring QAP. Data validation worksheets are
included in Attachment 2. Valid data, acceptable for their intended use and for meeting
the GWQDP requirements, were collected from all required monitoring locations in 2020.
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4.0 MONITORING RESULTS

4.1 Groundwater Elevations
Quarterly water-level data were used to prepare fresh water equivalent head
potentiometric surface maps, which are provided in Appendix B. The maps for 2020
show a predominant southwest-to-northeast flow direction with persistent localized
perturbations or mounds in three overlapping areas. The largest mound, extending from
the 11e.(2) footprint north to the Class A West embankment area, has been designated as
Mound 1. Mound 1 has subsequently been modified by two other perturbations
designated Mound 2 and Mound 3. Mound 2 originates in the area of the Southwest
Corner Pond and is observed in monitoring wells GW-19A and PZ-1. Mound 3 is
centered on monitoring wells GW-60 and GW-63. Mounds 2 and 3 are the result of
focused infiltration following precipitation events from portions of the Vitro embankment
runoff diversion and retention system. All three mounds are discussed below.
Mound 1
Mound 1 started forming in the early to mid-1990s as a result of groundwater recharge
from ponding of Vitro embankment runoff in the area of current 11e.(2) operations. The
down-gradient portion of this mound is currently located below the southern half of the
Class A West embankment producing a low-gradient area where flow directions
transition from north-northwesterly to northeasterly.

The initial remediation plan for Mound 1 included construction of a temporary diversion
ditch to direct Vitro runoff first to the west between the 11e.(2) embankment and the
Class A West Embankment and then south to the Southwest Corner Pond, adjacent to the
Tooele County road along the western boundary of the facility. The temporary diversion
ditch was subsequently relocated in 2001, diverting Vitro runoff to the current drainage
system of the 11e.(2) embankment and allowing runoff to flow south to the drainage ditch
(South Ditch) that empties into the Southwest Corner Pond. Mounds 2 and 3 have been
superimposed on Mound 1, making delineation of the historical extent of and
contributions from Mound 1 not possible.
Mound 2
Mound 2 was formed as a result of a series of surface water recharge events in the vicinity
of the Southwest Corner Pond that began in the spring of 1999. The Southwest Corner
Pond was subsequently retrofitted with an additional high density polyethylene liner and
leak detection system. A piezometer, PZ-1, was installed adjacent to the north side of the
Southwest Corner Pond as an early warning system and is included in depth-to-water
measurements. Relatively rapid water level increases at PZ-1 and GW-19A have been
associated with overflows of non-contact water from the Southwest Corner Pond (as
designed, through the outlet at the southwest corner) that occur following extreme and/or
prolonged precipitation events.

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A downward freshwater vertical gradient persisted during 2020 in the vicinity of well pair
GW-19A/GW-19B. EnergySolutions submitted a plan, dated January 14, 2010, to reverse
the vertical gradient in this well pair by removing the theoretical volume of water in the
mound. Groundwater extraction began at the end of 2009 and continues today.
Approximately 1.5 million gallons of groundwater have been removed from extraction
wells EW-901 and EW-902 as of the end of 2020.

In an effort to reduce Mound 2, beginning in September 2014 EnergySolutions initiated a
Best Available Technology (BAT) approach to management of non-contact water
overflow from the Southwest Corner Pond. Daily BAT inspections of the pond freeboard
are performed if storm water is present above the sump grate of the South Ditch lift
station. When freeboard is less than or equal to 1 foot below the outlet, water in the pond
is pumped onto Section 5 or into water trucks to limit overflow.
Mound 3
Mound 3 influences groundwater levels upgradient of the historical Mound 1 area. It is
the result of recharge, in the vicinity of monitoring wells GW-60 and GW-63, from the
relocated Vitro run-off diversion ditch (South Ditch) discussed above. Recharge first
became apparent in March 2007 water levels at GW-60. Water levels in GW-60 rise and
fall rapidly in response to the presence of water in the South Ditch lift station and
subsequent removal of the water from the lift station. Water levels in GW-63 respond to
infiltration of water from the South Ditch, but the response is more muted relative to that
of GW-60. As proposed in submittal CD19-0218 (October 22, 2019), EnergySolutions
upgraded the pump capacity at the South Ditch lift station to more efficiently move water
from the lift station to the Southwest Corner Pond. A trailer-mounted pump rated at 750
gallons per minute (maximum) was installed at the lift station and connected to a 6-inch
diameter line that discharges non-contact storm water at the Southwest Corner Pond inlet.
This upgrade, operational in March 2020, should reduce infiltration contributing to
Mound 3.
Monthly Groundwater Elevation Measurement
In accordance with GWQDP Part I.F.5.a, the groundwater elevations of wells GW-19A,
GW-19B, GW-60, GW-63, and PZ-1 were measured monthly during 2020 to monitor the
status of the groundwater mounds discussed above. The groundwater elevations of wells
GW-27 and GW-27D were also measured monthly due to the presence of a downward
vertical gradient throughout 2020 (see below). In addition, in accordance with GWQDP
Part I.F.5.a, the frequency of water-level monitoring is increased from quarterly to
monthly at wells where the quarter-to-quarter elevation measurement changes by greater
than 0.4 feet. Based on this requirement, groundwater elevation was measured monthly
throughout 2020 at wells GW-25, GW-28, GW-36, GW-37, GW-38R, GW-58, and P3-95
SWC. Beginning prior to the start of 2020 and continuing until August 2020, the
frequency of elevation measurement was also monthly at the following wells: GW-20,
GW-29, GW-92, GW-103, GW-127, and GW-129. On July 31, 2020, EnergySolutions
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requested to return these wells to quarterly monitoring because of a decline in the
groundwater elevation at each well (submittal CD20-0121). DWMRC approved this
request via e-mail on August 27, 2020, and the wells were subsequently returned to
quarterly monitoring. Written approval from DWMRC is pending. Similarly,
EnergySolutions submitted a request to return well GW-25 to quarterly monitoring
(CD20-0137; September 1, 2020). DWMRC has not yet approved this request, and
therefore, monthly monitoring of GW-25 has continued.
Groundwater Elevation Summary
Except for areas affected by mounding, the groundwater flow direction is predominantly
to the northeast beneath Section 32. Figures 1 through 4 provided in Appendix B are the
quarterly potentiometric surface maps for 2020. Comparison of the first quarter
(Figure 1) to subsequent quarters shows a decrease in hydraulic gradient across the
southern half of Section 32 in 2020 due to reduced infiltration in areas of mounding
related to below-average precipitation rates.

To more accurately present horizontal flow gradients and directions on the Appendix B
figures, groundwater elevation data from P3-95 SWC were not used in contouring the
potentiometric surface for all four quarters of 2020. This is because groundwater
extraction was active at well P3-95 SWC during 2020. The rationale for excluding this
well from potentiometric maps is the water level measured at well P3-95 SWC reflects
localized conditions related to groundwater extraction, and, given the well spacing, use of
P3-95 SWC data would lead to an inaccurate representation of the potentiometric surface.

Monthly and quarterly groundwater elevations were used to calculate vertical gradients,
and quarterly groundwater elevations were used to calculate horizontal gradients.
Vertical and horizontal gradients are provided in Appendix B Tables B-2 and B-3,
respectively. The spreadsheets used to perform these calculations are included as
electronic data files.

Upward vertical gradients were observed at all Clive facility well pairs in 2020 except for
GW-19A/19B and GW-27/27D (Table B-2). Groundwater elevations in both well pairs
were measured monthly in 2020, and a downward gradient was observed at both pairs
throughout the year. The GW-19A/19B well pair is located within the area affected by
surface water infiltration and mounding as discussed in the “Mound 2” section above.
The GW-27/27D well pair is located near the southwest corner of the Class A West
embankment (See Appendix B Figures 1 through 4). The downward freshwater vertical
gradient at well pair GW-19A/19B ranged from 0.0314 to 0.0730 ft/ft during 2020, and
the downward vertical gradient at GW-27/27D ranged from 0.0081 to 0.0165 ft/ft during
2020 (Table B-2). Monthly monitoring of these well pairs will continue in 2021.

EnergySolutions Utah Division of Water Quality
2020 Annual Groundwater February 25, 2021
Monitoring Report
15
Average freshwater horizontal gradients for 2020 did not exceed the gradient limits listed
in Part I.H.2.(d) of the GWQDP except in the area of the LARW embankment for all four
quarters of 2020.

As indicated in Table B-3 of Appendix B, the average horizontal gradient in the LARW
cell area exceeded the limit of 9.67 x 10-4 ft/ft for all four quarters of 2020. On May 29,
2012 (CD12-0123) EnergySolutions submitted an updated LARW cell infiltration and
transport model to the Division of Radiation Control (DRC) to support a larger horizontal
gradient limit. None of the LARW average monthly freshwater horizontal gradients
observed in 2020 exceed the updated-model gradient limit of 2.70 x 10-3 ft/ft.

4.2 Monitoring Well Analytical Results
Analytical results for the 2020 annual 11e.(2), LARW, and Class A West monitoring well
sampling events are provided in Appendix C Tables C-1 and C-2. Data from additional
sampling events including monthly OOC, quarterly POOC, and annual MW sampling
(radiological results only) are also provided.

Table C-1 summarizes field parameter measurements and conventional chemistry results.
Radiological results are summarized in Table C-2. GWPL information from Table 1A
through 1F of the GWQDP is also provided for each monitoring well in Tables C-1 and
C-2 for reference.

Accelerated groundwater monitoring results for the first half of 2020 (January to June
2020) were reported to DWMRC on August 31, 2020 (CD20-0136) in compliance with
Part I.H.1.(b) of the GWQDP. This annual report provides the groundwater sampling
sheets, data validation worksheets, and analytical laboratory reports for all groundwater
samples, including accelerated samples, collected and analyzed during 2020.

4.3 Exceedances
Table 4-1 provides a summary of all wells and parameters that exceeded GWPLs in
samples collected during 2020. Sample dates, pertinent GWPLs, and the values that
exceeded are included. A brief discussion of wells in accelerated monitoring status in
2020, including the exceedances listed in Table 4-1 follows.
EnergySolutions Utah Division of Water Quality
2020 Annual Groundwater February 25, 2021
Monitoring Report
16

Table 4-1: Monitoring Well Exceedance Summary
Well ID Analyte GWPL

GW-89 8/20/20 Ra-226+Ra-228 5.04 pCi/L 8.20 pCi/L POOC
GW-64 8/27/20 Ra-226+Ra-228 5.63 pCi/L 5.82 pCi/L POOC

pCi/L – PicoCuries per liter
POOC – Probable out-of-compliance

Ra-226+Ra-228 (Sum of Radiums)
GW-64, GW-77, and GW-89 – On November 20, 2019 (CD19-0234), EnergySolutions
notified DWMRC that wells GW-64, GW-77, and GW-89 entered POOC status for the
sum of radiums. As listed in Table 4-1, the sum of radiums (radium-226 plus radium-228
[Ra-226+Ra-228]) concentrations in the third quarter 2020 POOC samples from wells
GW-64 and GW-89 exceeded the background-based GWPLs established for these wells.
Fourth quarter 2020 sum of radiums results for both wells were less than GWPLs; and
therefore, wells GW-64 and GW-89, along with GW-77, remain in POOC status for sum
of radiums. As stated in submittal CD19-0234, the sum of radiums exceedances
represent natural concentration fluctuations possibly related to increased infiltration rather
than a trend related to contamination.
Thallium
GW-26 – On October 30, 2018 (CD18-0194), EnergySolutions notified DWMRC that
monitoring well GW-26 entered POOC status for thallium. Quarterly samples were
collected for thallium from well GW-26 in duplicate from fourth quarter 2018 to second
quarter 2020. All results, for seven consecutive quarters, were less than the GWPL, and
most results were below detection (see Table C-1 for 2020 results). Therefore, on July
27, 2020, EnergySolutions submitted a request to return well GW-26 to baseline
monitoring status (submittal CD20-0116). The data collected subsequent to the change to
POOC status demonstrates the 2018 exceedance is due to natural fluctuation rather than a
thallium concentration trend related to contamination. DWMRC agreed to
EnergySolutions’ request to return well GW-26 to baseline monitoring status via e-mail
on August 28, 2020. Written approval by DWMRC is pending.
Total Uranium
P3-95 SWC – Monitoring well P3-95 SWC has remained in OOC status for total uranium
since October 2013. During 2020, total uranium groundwater concentrations at well P3-
95 SWC did not exceed the total uranium GWPL of 0.180 milligrams per liter (mg/L).
The most recent exceedances occurred in samples collected from January to May 2019.
EnergySolutions Utah Division of Water Quality
2020 Annual Groundwater February 25, 2021
Monitoring Report
17
In response to these exceedances, EnergySolutions submitted the fourth revised
Corrective Action Plan (CAP) to DWMRC to address the exceedances (submittal
CD19-0125; June 6, 2019). DWMRC has not yet approved the fourth revised CAP.

Groundwater extraction has been effective in returning total uranium concentrations at
well P3-95 SWC to less than the GWPL. Therefore, corrective action proposed in the
fourth revised CAP includes groundwater extraction. EnergySolutions initiated
groundwater extraction at P3-95 SWC on June 13, 2019. As of the end of 2020,
approximately 19,500 gallons of groundwater had been extracted from the well since the
initiation of this most-recent extraction event, exceeding the fourth revised CAP proposed
completion criterion of 5,100 gallons. Extraction continues into 2021. In addition to
groundwater extraction, the fourth revised CAP proposes to continue to manage storm
water in the north-south ditch near well P3-95 SWC as Priority 1 in accordance with a
temporary variance to the storm-water management priority listed in GWQDP Appendix J,
Part 4.21. With DWMRC’s approval, EnergySolutions has managed storm water in the ditch
as Priority 1 since December 14, 2016. The temporary variance allows EnergySolutions to
remove standing surface water from the ditch immediately following precipitation events.
Focused infiltration of surface water from the ditch may be the source of water
transporting residual uranium contamination from the shallow subsurface to well P3-95
SWC. For 2020, EnergySolutions provided DWMRC with details of accelerated
monitoring and corrective action for well P3-95 SWC in quarterly status reports (CD20-
0062, CD20-0130, CD-2020-164, and CD-2021-018).
Uranium-234 and Uranium-238
P3-95 SWC – Uranium-234 (U-234) and uranium-238 (U-238) concentrations in well
P3-95 SWC groundwater are correlated with the total uranium concentration. During
2020, U-234 and U-238 concentrations in groundwater at well P3-95 SWC did not
exceed the GWPLs of 48 pCi/L and 79 pCi/L, respectively. U-234 and U-238
concentrations at P3-95 SWC last exceeded GWPLs from February to May 2019. Refer
to the discussion of total uranium in well P3-95 SWC immediately above for additional
information.
EnergySolutions Utah Division of Water Quality
2020 Annual Groundwater February 25, 2021
Monitoring Report
18

4.4 2020 Groundwater Quality Discharge Permit Compliance Status
As of the end of 2020, the following monitoring wells are in accelerated monitoring
status:

x GW-64 – POOC status for Ra-226+Ra-228
x GW-77 – POOC status for Ra-226+Ra-228
x GW-89 – POOC status for Ra-226+Ra-228
x P3-95 SWC – OOC status for total uranium, U-234, and U-238.

As discussed in submittal CD19-0234 (November 20, 2019), sum of radiums
concentration exceedances observed in groundwater samples at wells GW-64, GW-77,
and GW-89 likely reflect radium naturally present in the vadose zone mobilized by
increased infiltration related to above-average precipitation occurring during the first half
of 2019. As discussed in the fourth revised CAP (submittal CD19-0125), uranium
exceedances at well P3-95 SWC are associated with residual contamination in the
shallow subsurface in the vicinity of the well and do not represent release of licensed
material from any of the disposal embankments.

4.5 Mixed Waste Leachate Analytical Results
In accordance with Part I.H.15 of the GWQDP, results for MW leachate samples are
provided in Appendix C Tables C-3 and C-4. Field data sheets, data validation forms,
and laboratory data packages are provided in Attachments 1, 2, and 3, respectively.

4.6 Evaporation Pond Analytical Results and Volumes
Sampling and analytical results for evaporation ponds are provided in Appendix C Tables
C-5 and C-6, in accordance with Part I.H.12.(a) of the GWQDP. Field data sheets, data
validation forms, and laboratory data packages are provided in Attachments 1, 2, and 3,
respectively.

Evaporation pond volumes are summarized in Table 4-2. Table 4-2 provides the
sampling date, 2-foot freeboard pond capacity, estimated fullness, and approximate
volume in gallons at the time of sampling for each pond. The pond volumes are
calculated by first visually estimating the fullness of a pond (i.e., full, ½ full, etc.) and
then converting to volume. The conversion is performed using the 2-foot freeboard pond
capacities provided to DRC in a submission dated February 1, 2006 and the September 6,
2007 GWQDP Statement of Basis.
EnergySolutions Utah Division of Water Quality
2020 Annual Groundwater February 25, 2021
Monitoring Report
19

Table 4-2: Summary of Evaporation Pond Volumes
Pond ID
Liquid
Volume

Estimated
Pond
Liquid
Volumea
(gallons)

a Estimated at the time of sampling.

4.7 Collection Lysimeter Analytical Results
Collection lysimeters were routinely monitored throughout 2020 for free liquids in
accordance with Appendix C of the GWQDP. As discussed in Section 2.5, no free
liquids were detected in any collection lysimeter during 2020 monitoring, and therefore,
no samples were collected.

4.8 Report Summary
This report fulfills the GWQDP Part I.H.3 documentation requirements for routine annual
monitoring of groundwater, MW leachate, evaporation ponds, and collection lysimeters
performed in 2020. Monthly and quarterly groundwater elevation data and quarterly
groundwater elevation contour maps are provided. Field forms, laboratory analytical data
packages, and data validation worksheets for 2020 sampling activities are included.
Liquid volume estimates from evaporation pond monitoring are also reported. In
accordance with GWQDP Part I.H.1.b, this report also provides results for accelerated
monitoring samples collected during the second half of 2020.

Quarterly water level measurements were utilized in determining hydrogeologic
properties including: vertical and horizontal groundwater gradients, the shape of the
piezometric surface, and the groundwater flow direction in the shallow water-bearing
unit. Groundwater mounding is present in the shallow unit beneath the 11e.(2)
embankment footprint and downgradient of the South Ditch. The mounding is caused by
infiltration of uncontaminated surface water from snowmelt and precipitation events.

All samples required to demonstrate compliance with the GWQDP during 2020 were
collected and analyzed for all required parameters. All results are valid, and as such,
EnergySolutions met the GWQDP Water Monitoring QAP completeness requirement.
EnergySolutions Utah Division of Water Quality
2020 Annual February 2021
Groundwater Monitoring Report

APPENDIX A

CONTAINERS, VOLUMES, AND PRESERVATIVES IN SAMPLE
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EnergySolutions Utah Division of Water Quality
2020 Annual February 2021
Groundwater Monitoring Report

APPENDIX B

GROUNDWATER CONTOUR MAPS AND ELEVATION TABLES
























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STATE PLANE Top of Depth Salt Fresh
Well COORDINATES Pro. Casing to Water Water
ID Area Easting Northing
(feet) (feet) (feet) (feet) (feet) (feet)
TABLE B-1
SUMMARY OF GROUNDWATER ELEVATIONS
ENERGYSOLUTIONS
Measured January 2020
GW-19B Deep Well 1,189,864.3 7,420,999.9 4270.69 20.66 4250.03 4251.28
GW-20 11.e.(2) LARW 1,192,617.2 7,421,988.4 4276.60 25.20 4251.40 4251.59
GW-25 11.e.(2) 1,191,653.8 7,423,063.1 4276.24 25.27 4250.97 4251.16
GW-27 11.e.(2) 1,190,080.1 7,423,096.0 4272.43 21.24 4251.19 4251.38
GW-27D Deep Well 1,190,079.3 7,423,071.4 4273.67 24.09 4249.58 4250.55
GW-28 11.e.(2) 1,190,065.0 7,422,152.4 4271.26 18.68 4252.58 4252.81
GW-29 11.e.(2) LARW 1,192,602.0 7,421,099.4 4276.32 23.96 4252.36 4252.46
GW-36 Pond Well 1,190,699.5 7,421,642.8 4272.09 17.80 4254.29 4254.55
GW-37 11.e.(2) 1,191,256.3 7,422,025.7 4270.88 17.36 4253.52 4253.76
GW-38R 11.e.(2) 1,191,202.0 7,422,392.3 4275.70 22.85 4252.85 4253.08
GW-58 11.e.(2) Pond Well 1,190,084.7 7,421,679.4 4271.38 17.48 4253.90 4254.24
GW-60 11.e.(2) 1,191,831.9 7,420,943.4 4274.79 18.62 4256.17 4256.20
GW-63 11.e.(2) 1,190,937.2 7,420,971.1 4272.04 16.35 4255.69 4255.80
GW-92 Class A 1,192,519.9 7,423,043.2 4279.05 28.35 4250.70 4250.72
GW-103 LARW 1,192,748.0 7,420,884.8 4278.30 26.57 4251.73 4252.02
GW-127 11.e(2) 1,192,607.5 7,421,543.2 4278.36 26.47 4251.89 4252.08
GW-129 Pond well 1,190,375.2 7,426,189.8 4283.55 32.79 4250.76 4250.96
P3-95 SWC Pond Well 1,194,114.1 7,423,717.1 4280.25 33.49 4246.76 4246.82
PZ-1 Pond Well 1,189,765.5 7,420,893.2 4269.18 13.71 4255.47 4255.90
B-1-1
STATE PLANE Top of Depth Salt Fresh
Well COORDINATES Pro. Casing to Water Water
ID Area Easting Northing
(feet) (feet) (feet) (feet) (feet) (feet)
GW-19A 11.e.(2) 1,189,864.7 7,421,007.7 4270.79 15.44 4255.35 4255.65
GW-19B Deep Well 1,189,864.3 7,420,999.9 4270.69 20.73 4249.96 4251.21
GW-20 11.e.(2) LARW 1,192,617.2 7,421,988.4 4276.60 25.20 4251.40 4251.59
GW-25 11.e.(2) 1,191,653.8 7,423,063.1 4276.24 25.31 4250.93 4251.12
GW-27 11.e.(2) 1,190,080.1 7,423,096.0 4272.43 21.36 4251.07 4251.26
GW-27D Deep Well 1,190,079.3 7,423,071.4 4273.67 24.15 4249.52 4250.49
GW-28 11.e.(2) 1,190,065.0 7,422,152.4 4271.26 19.02 4252.24 4252.46
GW-29 11.e.(2) LARW 1,192,602.0 7,421,099.4 4276.32 23.80 4252.52 4252.62
GW-36 Pond Well 1,190,699.5 7,421,642.8 4272.09 18.08 4254.01 4254.26
GW-37 11.e.(2) 1,191,256.3 7,422,025.7 4270.88 17.50 4253.38 4253.61
GW-38R 11.e.(2) 1,191,202.0 7,422,392.3 4275.70 22.99 4252.71 4252.94
GW-58 11.e.(2) Pond Well 1,190,084.7 7,421,679.4 4271.38 17.79 4253.59 4253.92
GW-60 11.e.(2) 1,191,831.9 7,420,943.4 4274.79 16.48 4258.31 4258.35
GW-63 11.e.(2) 1,190,937.2 7,420,971.1 4272.04 16.25 4255.79 4255.90
GW-92 Class A 1,192,519.9 7,423,043.2 4279.05 28.24 4250.81 4250.83
GW-103 LARW 1,192,748.0 7,420,884.8 4278.30 26.39 4251.91 4252.21
GW-127 11.e(2) 1,192,607.5 7,421,543.2 4278.36 26.40 4251.96 4252.16
GW-129 Pond well 1,190,375.2 7,426,189.8 4283.55 32.90 4250.65 4250.85
P3-95 SWC Pond Well 1,194,114.1 7,423,717.1 4280.25 33.11 4247.14 4247.20
PZ-1 Pond Well 1,189,765.5 7,420,893.2 4269.18 14.26 4254.92 4255.32
TABLE B-1
SUMMARY OF GROUNDWATER ELEVATIONS
ENERGYSOLUTIONS
Measured February 2020
B-1-2
STATE PLANE Top of Depth Salt Fresh
Well COORDINATES Pro. Casing to Water Water
ID Area Easting Northing
(feet) (feet) (feet) (feet) (feet) (feet)
GW-19A 11.e.(2) 1,189,864.7 7,421,007.7 4270.79 16.07 4254.72 4255.00
GW-19B Deep Well 1,189,864.3 7,420,999.9 4270.69 20.66 4250.03 4251.28
GW-20 11.e.(2) LARW 1,192,617.2 7,421,988.4 4276.60 25.22 4251.38 4251.57
GW-25 11.e.(2) 1,191,653.8 7,423,063.1 4276.24 25.32 4250.92 4251.11
GW-27 11.e.(2) 1,190,080.1 7,423,096.0 4272.43 21.41 4251.02 4251.21
GW-27D Deep Well 1,190,079.3 7,423,071.4 4273.67 24.08 4249.59 4250.56
GW-28 11.e.(2) 1,190,065.0 7,422,152.4 4271.26 18.85 4252.41 4252.63
GW-29 11.e.(2) LARW 1,192,602.0 7,421,099.4 4276.32 23.94 4252.38 4252.48
GW-36 Pond Well 1,190,699.5 7,421,642.8 4272.09 17.99 4254.10 4254.35
GW-37 11.e.(2) 1,191,256.3 7,422,025.7 4270.88 17.49 4253.39 4253.63
GW-38R 11.e.(2) 1,191,202.0 7,422,392.3 4275.70 23.04 4252.66 4252.89
GW-58 11.e.(2) Pond Well 1,190,084.7 7,421,679.4 4271.38 17.74 4253.64 4253.97
GW-60 11.e.(2) 1,191,831.9 7,420,943.4 4274.79 18.40 4256.39 4256.42
GW-63 11.e.(2) 1,190,937.2 7,420,971.1 4272.04 16.51 4255.53 4255.64
GW-92 Class A 1,192,519.9 7,423,043.2 4279.05 28.36 4250.69 4250.71
GW-103 LARW 1,192,748.0 7,420,884.8 4278.30 26.47 4251.83 4252.13
GW-127 11.e(2) 1,192,607.5 7,421,543.2 4278.36 26.44 4251.92 4252.11
GW-129 Pond well 1,190,375.2 7,426,189.8 4283.55 32.96 4250.59 4250.78
P3-95 SWC Pond Well 1,194,114.1 7,423,717.1 4280.25 33.53 4246.72 4246.78
PZ-1 Pond Well 1,189,765.5 7,420,893.2 4269.18 15.02 4254.16 4254.53
TABLE B-1
SUMMARY OF GROUNDWATER ELEVATIONS
ENERGYSOLUTIONS
Measured March 2020
B-1- 3
STATE PLANE Top of Depth Salt Fresh
Well COORDINATES Pro. Casing to Water Water
ID Area Easting Northing
(feet) (feet) (feet) (feet) (feet) (feet)
GW-19A 11.e.(2) 1,189,864.7 7,421,007.7 4270.79 15.71 4255.08 4255.37
GW-19B Deep Well 1,189,864.3 7,420,999.9 4270.69 20.71 4249.98 4251.23
GW-20 11.e.(2) LARW 1,192,617.2 7,421,988.4 4276.60 25.24 4251.36 4251.55
GW-25 11.e.(2) 1,191,653.8 7,423,063.1 4276.24 25.35 4250.89 4251.08
GW-27 11.e.(2) 1,190,080.1 7,423,096.0 4272.43 21.48 4250.95 4251.13
GW-27D Deep Well 1,190,079.3 7,423,071.4 4273.67 24.12 4249.55 4250.52
GW-28 11.e.(2) 1,190,065.0 7,422,152.4 4271.26 18.93 4252.33 4252.55
GW-29 11.e.(2) LARW 1,192,602.0 7,421,099.4 4276.32 23.94 4252.38 4252.48
GW-36 Pond Well 1,190,699.5 7,421,642.8 4272.09 18.03 4254.06 4254.31
GW-37 11.e.(2) 1,191,256.3 7,422,025.7 4270.88 17.55 4253.33 4253.56
GW-38R 11.e.(2) 1,191,202.0 7,422,392.3 4275.70 23.10 4252.60 4252.83
GW-58 11.e.(2) Pond Well 1,190,084.7 7,421,679.4 4271.38 17.83 4253.55 4253.88
GW-60 11.e.(2) 1,191,831.9 7,420,943.4 4274.79 17.75 4257.04 4257.07
GW-63 11.e.(2) 1,190,937.2 7,420,971.1 4272.04 16.19 4255.85 4255.96
GW-92 Class A 1,192,519.9 7,423,043.2 4279.05 28.32 4250.73 4250.75
GW-103 LARW 1,192,748.0 7,420,884.8 4278.30 26.53 4251.77 4252.06
GW-127 11.e(2) 1,192,607.5 7,421,543.2 4278.36 26.47 4251.89 4252.08
GW-129 Pond well 1,190,375.2 7,426,189.8 4283.55 33.04 4250.51 4250.70
P3-95 SWC Pond Well 1,194,114.1 7,423,717.1 4280.25 32.96 4247.29 4247.35
PZ-1 Pond Well 1,189,765.5 7,420,893.2 4269.18 14.99 4254.19 4254.56
TABLE B-1
SUMMARY OF GROUNDWATER ELEVATIONS
ENERGYSOLUTIONS
Measured April 2020
B-1-4
STATE PLANE Top of Depth Salt Fresh
Well COORDINATES Pro. Casing to Water Water
ID Area Easting Northing
(feet) (feet) (feet) (feet) (feet) (feet)
GW-19A 11.e.(2) 1,189,864.7 7,421,007.7 4270.79 16.18 4254.61 4254.88
GW-19B Deep Well 1,189,864.3 7,420,999.9 4270.69 20.69 4250.00 4251.25
GW-20 11.e.(2) LARW 1,192,617.2 7,421,988.4 4276.60 25.29 4251.31 4251.50
GW-25 11.e.(2) 1,191,653.8 7,423,063.1 4276.24 25.34 4250.90 4251.09
GW-27 11.e.(2) 1,190,080.1 7,423,096.0 4272.43 21.42 4251.01 4251.20
GW-27D Deep Well 1,190,079.3 7,423,071.4 4273.67 24.10 4249.57 4250.54
GW-28 11.e.(2) 1,190,065.0 7,422,152.4 4271.26 18.89 4252.37 4252.59
GW-29 11.e.(2) LARW 1,192,602.0 7,421,099.4 4276.32 24.18 4252.14 4252.23
GW-36 Pond Well 1,190,699.5 7,421,642.8 4272.09 18.02 4254.07 4254.32
GW-37 11.e.(2) 1,191,256.3 7,422,025.7 4270.88 17.56 4253.32 4253.55
GW-38R 11.e.(2) 1,191,202.0 7,422,392.3 4275.70 23.11 4252.59 4252.82
GW-58 11.e.(2) Pond Well 1,190,084.7 7,421,679.4 4271.38 17.83 4253.55 4253.88
GW-60 11.e.(2) 1,191,831.9 7,420,943.4 4274.79 19.36 4255.43 4255.45
GW-63 11.e.(2) 1,190,937.2 7,420,971.1 4272.04 16.55 4255.49 4255.60
GW-92 Class A 1,192,519.9 7,423,043.2 4279.05 28.46 4250.59 4250.61
GW-103 LARW 1,192,748.0 7,420,884.8 4278.30 26.62 4251.68 4251.97
GW-127 11.e(2) 1,192,607.5 7,421,543.2 4278.36 26.61 4251.75 4251.94
GW-129 Pond well 1,190,375.2 7,426,189.8 4283.55 33.00 4250.55 4250.74
P3-95 SWC Pond Well 1,194,114.1 7,423,717.1 4280.25 32.63 4247.62 4247.69
PZ-1 Pond Well 1,189,765.5 7,420,893.2 4269.18 15.30 4253.88 4254.23
TABLE B-1
SUMMARY OF GROUNDWATER ELEVATIONS
ENERGYSOLUTIONS
Measured May 2020
B-1-5
STATE PLANE Top of Depth Salt Fresh
Well COORDINATES Pro. Casing to Water Water
ID Area Easting Northing
(feet) (feet) (feet) (feet) (feet) (feet)
GW-19A 11.e.(2) 1,189,864.7 7,421,007.7 4270.79 16.81 4253.98 4254.24
GW-19B Deep Well 1,189,864.3 7,420,999.9 4270.69 20.84 4249.85 4251.10
GW-20 11.e.(2) LARW 1,192,617.2 7,421,988.4 4276.60 25.39 4251.21 4251.40
GW-25 11.e.(2) 1,191,653.8 7,423,063.1 4276.24 25.37 4250.87 4251.06
GW-27 11.e.(2) 1,190,080.1 7,423,096.0 4272.43 21.54 4250.89 4251.07
GW-27D Deep Well 1,190,079.3 7,423,071.4 4273.67 24.24 4249.43 4250.53
GW-28 11.e.(2) 1,190,065.0 7,422,152.4 4271.26 19.00 4252.26 4252.48
GW-29 11.e.(2) LARW 1,192,602.0 7,421,099.4 4276.32 24.32 4252.00 4252.08
GW-36 Pond Well 1,190,699.5 7,421,642.8 4272.09 18.22 4253.87 4254.11
GW-37 11.e.(2) 1,191,256.3 7,422,025.7 4270.88 17.55 4253.33 4253.56
GW-38R 11.e.(2) 1,191,202.0 7,422,392.3 4275.70 23.08 4252.62 4252.85
GW-58 11.e.(2) Pond Well 1,190,084.7 7,421,679.4 4271.38 17.91 4253.47 4253.79
GW-60 11.e.(2) 1,191,831.9 7,420,943.4 4274.79 19.95 4254.84 4254.85
GW-63 11.e.(2) 1,190,937.2 7,420,971.1 4272.04 16.89 4255.15 4255.24
GW-92 Class A 1,192,519.9 7,423,043.2 4279.05 28.53 4250.52 4250.54
GW-103 LARW 1,192,748.0 7,420,884.8 4278.30 26.84 4251.46 4251.73
GW-127 11.e(2) 1,192,607.5 7,421,543.2 4278.36 26.71 4251.65 4251.83
GW-129 Pond well 1,190,375.2 7,426,189.8 4283.55 33.31 4250.24 4250.43
P3-95 SWC Pond Well 1,194,114.1 7,423,717.1 4280.25 32.67 4247.58 4247.70
PZ-1 Pond Well 1,189,765.5 7,420,893.2 4269.18 15.96 4253.22 4253.53
TABLE B-1
SUMMARY OF GROUNDWATER ELEVATIONS
ENERGYSOLUTIONS
Measured June 2020
B-1-6
STATE PLANE Top of Depth Salt Fresh
Well COORDINATES Pro. Casing to Water Water
ID Area Easting Northing
(feet) (feet) (feet) (feet) (feet) (feet)
GW-19A 11.e.(2) 1,189,864.7 7,421,007.7 4270.79 17.07 4253.72 4253.97
GW-19B Deep Well 1,189,864.3 7,420,999.9 4270.69 20.96 4249.73 4250.97
GW-20 11.e.(2) LARW 1,192,617.2 7,421,988.4 4276.60 25.41 4251.19 4251.38
GW-25 11.e.(2) 1,191,653.8 7,423,063.1 4276.24 25.34 4250.90 4251.09
GW-27 11.e.(2) 1,190,080.1 7,423,096.0 4272.43 21.58 4250.85 4251.03
GW-27D Deep Well 1,190,079.3 7,423,071.4 4273.67 24.83 4248.84 4249.94
GW-28 11.e.(2) 1,190,065.0 7,422,152.4 4271.26 18.90 4252.36 4252.58
GW-29 11.e.(2) LARW 1,192,602.0 7,421,099.4 4276.32 24.38 4251.94 4252.02
GW-36 Pond Well 1,190,699.5 7,421,642.8 4272.09 18.11 4253.98 4254.23
GW-37 11.e.(2) 1,191,256.3 7,422,025.7 4270.88 17.62 4253.26 4253.49
GW-38R 11.e.(2) 1,191,202.0 7,422,392.3 4275.70 23.09 4252.61 4252.84
GW-58 11.e.(2) Pond Well 1,190,084.7 7,421,679.4 4271.38 17.90 4253.48 4253.80
GW-60 11.e.(2) 1,191,831.9 7,420,943.4 4274.79 20.28 4254.51 4254.52
GW-63 11.e.(2) 1,190,937.2 7,420,971.1 4272.04 17.11 4254.93 4255.01
GW-92 Class A 1,192,519.9 7,423,043.2 4279.05 28.55 4250.50 4250.52
GW-103 LARW 1,192,748.0 7,420,884.8 4278.30 26.85 4251.45 4251.72
GW-127 11.e(2) 1,192,607.5 7,421,543.2 4278.36 26.75 4251.61 4251.79
GW-129 Pond well 1,190,375.2 7,426,189.8 4283.55 33.35 4250.20 4250.39
P3-95 SWC Pond Well 1,194,114.1 7,423,717.1 4280.25 32.74 4247.51 4247.62
PZ-1 Pond Well 1,189,765.5 7,420,893.2 4269.18 16.20 4252.98 4253.28
TABLE B-1
SUMMARY OF GROUNDWATER ELEVATIONS
ENERGYSOLUTIONS
Measured July 2020
B-1-7
STATE PLANE Top of Depth Salt Fresh
Well COORDINATES Pro. Casing to Water Water
ID Area Easting Northing
(feet) (feet) (feet) (feet) (feet) (feet)
GW-19A 11.e.(2) 1,189,864.7 7,421,007.7 4270.79 17.12 4253.67 4253.92
GW-19B Deep Well 1,189,864.3 7,420,999.9 4270.69 20.99 4249.70 4250.94
GW-20 11.e.(2) LARW 1,192,617.2 7,421,988.4 4276.60 25.50 4251.10 4251.29
GW-25 11.e.(2) 1,191,653.8 7,423,063.1 4276.24 25.37 4250.87 4251.06
GW-27 11.e.(2) 1,190,080.1 7,423,096.0 4272.43 21.50 4250.93 4251.11
GW-27D Deep Well 1,190,079.3 7,423,071.4 4273.67 24.37 4249.30 4250.40
GW-28 11.e.(2) 1,190,065.0 7,422,152.4 4271.26 18.96 4252.30 4252.52
GW-29 11.e.(2) LARW 1,192,602.0 7,421,099.4 4276.32 24.49 4251.83 4251.91
GW-36 Pond Well 1,190,699.5 7,421,642.8 4272.09 18.23 4253.86 4254.10
GW-37 11.e.(2) 1,191,256.3 7,422,025.7 4270.88 17.57 4253.31 4253.54
GW-38R 11.e.(2) 1,191,202.0 7,422,392.3 4275.70 22.98 4252.72 4252.95
GW-58 11.e.(2) Pond Well 1,190,084.7 7,421,679.4 4271.38 17.97 4253.41 4253.73
GW-60 11.e.(2) 1,191,831.9 7,420,943.4 4274.79 20.40 4254.39 4254.40
GW-63 11.e.(2) 1,190,937.2 7,420,971.1 4272.04 17.18 4254.86 4254.94
GW-92 Class A 1,192,519.9 7,423,043.2 4279.05 28.61 4250.44 4250.46
GW-103 LARW 1,192,748.0 7,420,884.8 4278.30 27.02 4251.28 4251.54
GW-127 11.e(2) 1,192,607.5 7,421,543.2 4278.36 26.89 4251.47 4251.65
GW-129 Pond well 1,190,375.2 7,426,189.8 4283.55 33.38 4250.17 4250.36
P3-95 SWC Pond Well 1,194,114.1 7,423,717.1 4280.25 34.09 4246.16 4246.25
PZ-1 Pond Well 1,189,765.5 7,420,893.2 4269.18 16.30 4252.88 4253.18
TABLE B-1
SUMMARY OF GROUNDWATER ELEVATIONS
ENERGYSOLUTIONS
Measured August 2020
B-1-8
STATE PLANE Top of Depth Salt Fresh
Well COORDINATES Pro. Casing to Water Water
ID Area Easting Northing
(feet) (feet) (feet) (feet) (feet) (feet)
TABLE B-1
SUMMARY OF GROUNDWATER ELEVATIONS
ENERGYSOLUTIONS
Measured September 2020
GW-19B Deep Well 1,189,864.3 7,420,999.9 4270.69 21.06 4249.63 4250.87
GW-25 11.e.(2) 1,191,653.8 7,423,063.1 4276.24 25.41 4250.83 4251.02
GW-27 11.e.(2) 1,190,080.1 7,423,096.0 4272.43 21.53 4250.90 4251.08
GW-27D Deep Well 1,190,079.3 7,423,071.4 4273.67 24.46 4249.21 4250.31
GW-28 11.e.(2) 1,190,065.0 7,422,152.4 4271.26 18.96 4252.30 4252.52
GW-36 Pond Well 1,190,699.5 7,421,642.8 4272.09 18.34 4253.75 4253.99
GW-37 11.e.(2) 1,191,256.3 7,422,025.7 4270.88 17.77 4253.11 4253.34
GW-38R 11.e.(2) 1,191,202.0 7,422,392.3 4275.70 23.13 4252.57 4252.80
GW-58 11.e.(2) Pond Well 1,190,084.7 7,421,679.4 4271.38 18.06 4253.32 4253.64
GW-60 11.e.(2) 1,191,831.9 7,420,943.4 4274.79 20.63 4254.16 4254.17
GW-63 11.e.(2) 1,190,937.2 7,420,971.1 4272.04 17.26 4254.78 4254.86
P3-95 SWC Pond Well 1,194,114.1 7,423,717.1 4280.25 33.20 4247.05 4247.16
PZ-1 Pond Well 1,189,765.5 7,420,893.2 4269.18 16.55 4252.63 4252.92
B-1-9
STATE PLANE Top of Depth Salt Fresh
Well COORDINATES Pro. Casing to Water Water
ID Area Easting Northing
(feet) (feet) (feet) (feet) (feet) (feet)
GW-19A 11.e.(2) 1,189,864.7 7,421,007.7 4270.79 17.70 4253.09 4253.33
GW-19B Deep Well 1,189,864.3 7,420,999.9 4270.69 21.11 4249.58 4250.82
GW-25 11.e.(2) 1,191,653.8 7,423,063.1 4276.24 25.46 4250.78 4250.96
GW-27 11.e.(2) 1,190,080.1 7,423,096.0 4272.43 21.58 4250.85 4251.03
GW-27D Deep Well 1,190,079.3 7,423,071.4 4273.67 24.50 4249.17 4250.27
GW-28 11.e.(2) 1,190,065.0 7,422,152.4 4271.26 19.11 4252.15 4252.37
GW-36 Pond Well 1,190,699.5 7,421,642.8 4272.09 18.51 4253.58 4253.81
GW-37 11.e.(2) 1,191,256.3 7,422,025.7 4270.88 17.94 4252.94 4253.16
GW-38R 11.e.(2) 1,191,202.0 7,422,392.3 4275.70 23.28 4252.42 4252.64
GW-58 11.e.(2) Pond Well 1,190,084.7 7,421,679.4 4271.38 18.14 4253.24 4253.55
GW-60 11.e.(2) 1,191,831.9 7,420,943.4 4274.79 20.86 4253.93 4253.94
GW-63 11.e.(2) 1,190,937.2 7,420,971.1 4272.04 17.52 4254.52 4254.60
P3-95 SWC Pond Well 1,194,114.1 7,423,717.1 4280.25 33.15 4247.10 4247.21
PZ-1 Pond Well 1,189,765.5 7,420,893.2 4269.18 16.91 4252.27 4252.56
TABLE B-1
SUMMARY OF GROUNDWATER ELEVATIONS
ENERGYSOLUTIONS
Measured October 2020
B-1-10
STATE PLANE Top of Depth Salt Fresh
Well COORDINATES Pro. Casing to Water Water
ID Area Easting Northing
(feet) (feet) (feet) (feet) (feet) (feet)
TABLE B-1
SUMMARY OF GROUNDWATER ELEVATIONS
ENERGYSOLUTIONS
Measured November 2020
GW-19B Deep Well 1,189,864.3 7,420,999.9 4270.69 21.02 4249.67 4250.91
GW-25 11.e.(2) 1,191,653.8 7,423,063.1 4276.24 25.47 4250.77 4250.95
GW-27 11.e.(2) 1,190,080.1 7,423,096.0 4272.43 21.36 4251.07 4251.26
GW-27D Deep Well 1,190,079.3 7,423,071.4 4273.67 24.38 4249.29 4250.39
GW-28 11.e.(2) 1,190,065.0 7,422,152.4 4271.26 19.04 4252.22 4252.44
GW-36 Pond Well 1,190,699.5 7,421,642.8 4272.09 18.52 4253.57 4253.80
GW-37 11.e.(2) 1,191,256.3 7,422,025.7 4270.88 17.90 4252.98 4253.20
GW-38R 11.e.(2) 1,191,202.0 7,422,392.3 4275.70 23.20 4252.50 4252.72
GW-58 11.e.(2) Pond Well 1,190,084.7 7,421,679.4 4271.38 18.15 4253.23 4253.54
GW-60 11.e.(2) 1,191,831.9 7,420,943.4 4274.79 21.00 4253.79 4253.80
GW-63 11.e.(2) 1,190,937.2 7,420,971.1 4272.04 17.55 4254.49 4254.57
P3-95 SWC Pond Well 1,194,114.1 7,423,717.1 4280.25 33.28 4246.97 4247.07
PZ-1 Pond Well 1,189,765.5 7,420,893.2 4269.18 16.99 4252.19 4252.47
B-1-11
STATE PLANE Top of Depth Salt Fresh
Well COORDINATES Pro. Casing to Water Water
ID Area Easting Northing
(feet) (feet) (feet) (feet) (feet) (feet)
GW-19A 11.e.(2) 1,189,864.7 7,421,007.7 4270.79 18.05 4252.74 4252.98
GW-19B Deep Well 1,189,864.3 7,420,999.9 4270.69 21.01 4249.68 4250.92
GW-25 11.e.(2) 1,191,653.8 7,423,063.1 4276.24 25.54 4250.70 4250.88
GW-27 11.e.(2) 1,190,080.1 7,423,096.0 4272.43 21.55 4250.88 4251.06
GW-27D Deep Well 1,190,079.3 7,423,071.4 4273.67 24.39 4249.28 4250.38
GW-28 11.e.(2) 1,190,065.0 7,422,152.4 4271.26 19.16 4252.10 4252.31
GW-36 Pond Well 1,190,699.5 7,421,642.8 4272.09 18.71 4253.38 4253.61
GW-37 11.e.(2) 1,191,256.3 7,422,025.7 4270.88 18.14 4252.74 4252.96
GW-38R 11.e.(2) 1,191,202.0 7,422,392.3 4275.70 23.44 4252.26 4252.48
GW-58 11.e.(2) Pond Well 1,190,084.7 7,421,679.4 4271.38 18.31 4253.07 4253.38
GW-60 11.e.(2) 1,191,831.9 7,420,943.4 4274.79 21.25 4253.54 4253.55
GW-63 11.e.(2) 1,190,937.2 7,420,971.1 4272.04 17.83 4254.21 4254.29
P3-95 SWC Pond Well 1,194,114.1 7,423,717.1 4280.25 32.81 4247.44 4247.55
PZ-1 Pond Well 1,189,765.5 7,420,893.2 4269.18 17.30 4251.88 4252.16
TABLE B-1
SUMMARY OF GROUNDWATER ELEVATIONS
ENERGYSOLUTIONS
Measured December 2020
B-1-12
STATE PLANE Top of Depth Salt Fresh
Well COORDINATES Pro. Casing to Water Water
ID Area Easting Northing
(feet) (feet) (feet) (feet) (feet) (feet)
TABLE B-1
SUMMARY OF GROUNDWATER ELEVATIONS
ENERGYSOLUTIONS
Measured 1st Quarter 2020
B-1-13
STATE PLANE Top of Depth Salt Fresh
Well COORDINATES Pro. Casing to Water Water
ID Area Easting Northing
(feet) (feet) (feet) (feet) (feet) (feet)
TABLE B-1
SUMMARY OF GROUNDWATER ELEVATIONS
ENERGYSOLUTIONS
Measured 1st Quarter 2020
GW-108 Class A North 1,190,148.1 7,425,724.7 4275.96 25.34 4250.62 4250.88
GW-109 Class A North 1,190,431.3 7,425,719.1 4276.46 25.95 4250.51 4250.74
GW-110 Class A North 1,190,759.6 7,425,712.9 4276.72 26.42 4250.30 4250.51
GW-111 Class A North 1,191,086.4 7,425,706.8 4277.07 26.87 4250.20 4250.39
GW-112 Class A North 1,191,421.8 7,425,701.5 4277.40 27.81 4249.59 4249.84
GW-126 11.e(2) 1,192,625.7 7,422,412.9 4279.08 28.22 4250.86 4251.05
GW-127 11.e(2) 1,192,607.5 7,421,543.2 4278.36 26.40 4251.96 4252.16
GW-128 LARW 1,193,916.2 7,422,056.0 4282.62 33.14 4249.48 4249.67
GW-129 Pond well 1,190,375.2 7,426,189.8 4283.55 32.90 4250.65 4250.85
GW-130 Mixed Waste 1,194,288.6 7,422,901.3 4281.15 32.34 4248.81 4248.93
GW-131 Mixed Waste 1,194,613.8 7,422,907.6 4281.74 32.85 4248.89 4248.98
GW-132 Mixed Waste 1,194,937.0 7,422,912.3 4282.95 34.12 4248.83 4248.94
GW-133 Mixed Waste 1,194,943.0 7,422,569.8 4283.54 34.65 4248.89 4248.98
GW-134 Mixed Waste 1,194,938.8 7,422,238.2 4285.28 36.30 4248.98 4249.07
GW-135 Mixed Waste 1,194,936.1 7,421,904.9 4284.26 35.11 4249.15 4249.31
GW-136 Mixed Waste 1,194,930.0 7,421,583.2 4283.79 34.59 4249.20 4249.35
GW-137 Class A North 1,191,789.8 7,425,698.9 4278.43 29.04 4249.39 4249.55
GW-138 Class A North 1,192,096.3 7,425,695.2 4279.42 30.25 4249.17 4249.39
GW-139 Class A North 1,192,429.7 7,425,689.5 4282.92 33.94 4248.98 4249.11
GW-139D Deep Well 1,192,431.7 7,425,700.4 4283.14 34.14 4249.00 4249.77
GW-140 Class A North 1,192,424.3 7,425,362.2 4280.88 31.78 4249.10 4249.29
GW-141 Class A North 1,192,420.8 7,425,032.9 4280.19 30.97 4249.22 4249.35
I-1-30 Mixed Waste 1,194,195.8 7,420,900.9 4279.45 29.50 4249.95 4250.07
I-1-100 Deep Well 1,194,193.9 7,420,896.6 4279.33 29.87 4249.46 4250.77
I-3-30 Mixed Waste 1,194,589.6 7,422,922.8 4281.33 32.40 4248.93 4248.98
I-3-100 Deep Well 1,194,590.0 7,422,927.9 4281.56 31.64 4249.92 4249.92
P3-95 NECR Pond Well 1,194,361.0 7,423,973.8 4285.20 36.13 4249.07 4249.14
P3-95 SWC Pond Well 1,194,114.1 7,423,717.1 4280.25 33.11 4247.14 4247.20
P3-97 NECR Pond Well 1,194,343.2 7,424,298.4 4282.02 33.33 4248.69 4248.80
PZ-1 Pond Well 1,189,765.5 7,420,893.2 4269.18 14.26 4254.92 4255.32
B-1-14
STATE PLANE Top of Depth Salt Fresh
Well COORDINATES Pro. Casing to Water Water
ID Area Easting Northing
(feet) (feet) (feet) (feet) (feet) (feet)
TABLE B-1
SUMMARY OF GROUNDWATER ELEVATIONS
ENERGYSOLUTIONS
Measured 2nd Quarter 2020
B-1-15
STATE PLANE Top of Depth Salt Fresh
Well COORDINATES Pro. Casing to Water Water
ID Area Easting Northing
(feet) (feet) (feet) (feet) (feet) (feet)
TABLE B-1
SUMMARY OF GROUNDWATER ELEVATIONS
ENERGYSOLUTIONS
Measured 2nd Quarter 2020
GW-108 Class A North 1,190,148.1 7,425,724.7 4275.96 25.43 4250.53 4250.81
GW-109 Class A North 1,190,431.3 7,425,719.1 4276.46 26.06 4250.40 4250.65
GW-110 Class A North 1,190,759.6 7,425,712.9 4276.72 26.55 4250.17 4250.40
GW-111 Class A North 1,191,086.4 7,425,706.8 4277.07 26.93 4250.14 4250.33
GW-112 Class A North 1,191,421.8 7,425,701.5 4277.40 27.89 4249.51 4249.74
GW-126 11.e(2) 1,192,625.7 7,422,412.9 4279.08 28.41 4250.67 4250.84
GW-127 11.e(2) 1,192,607.5 7,421,543.2 4278.36 26.71 4251.65 4251.83
GW-128 LARW 1,193,916.2 7,422,056.0 4282.62 33.33 4249.29 4249.46
GW-129 Pond well 1,190,375.2 7,426,189.8 4283.55 33.31 4250.24 4250.43
GW-130 Mixed Waste 1,194,288.6 7,422,901.3 4281.15 32.35 4248.80 4248.92
GW-131 Mixed Waste 1,194,613.8 7,422,907.6 4281.74 32.91 4248.83 4248.93
GW-132 Mixed Waste 1,194,937.0 7,422,912.3 4282.95 34.15 4248.80 4248.91
GW-133 Mixed Waste 1,194,943.0 7,422,569.8 4283.54 34.71 4248.83 4248.92
GW-134 Mixed Waste 1,194,938.8 7,422,238.2 4285.28 36.35 4248.93 4249.02
GW-135 Mixed Waste 1,194,936.1 7,421,904.9 4284.26 35.19 4249.07 4249.22
GW-136 Mixed Waste 1,194,930.0 7,421,583.2 4283.79 34.67 4249.12 4249.27
GW-137 Class A North 1,191,789.8 7,425,698.9 4278.43 29.17 4249.26 4249.41
GW-138 Class A North 1,192,096.3 7,425,695.2 4279.42 30.40 4249.02 4249.22
GW-139 Class A North 1,192,429.7 7,425,689.5 4282.92 34.08 4248.84 4248.97
GW-139D Deep Well 1,192,431.7 7,425,700.4 4283.14 34.30 4248.84 4249.60
GW-140 Class A North 1,192,424.3 7,425,362.2 4280.88 31.87 4249.01 4249.21
GW-141 Class A North 1,192,420.8 7,425,032.9 4280.19 31.12 4249.07 4249.19
I-1-30 Mixed Waste 1,194,195.8 7,420,900.9 4279.45 29.53 4249.92 4250.04
I-1-100 Deep Well 1,194,193.9 7,420,896.6 4279.33 29.78 4249.55 4250.86
I-3-30 Mixed Waste 1,194,589.6 7,422,922.8 4281.33 32.49 4248.84 4248.90
I-3-100 Deep Well 1,194,590.0 7,422,927.9 4281.56 31.72 4249.84 4250.22
P3-95 NECR Pond Well 1,194,361.0 7,423,973.8 4285.20 36.34 4248.86 4248.93
P3-95 SWC Pond Well 1,194,114.1 7,423,717.1 4280.25 32.63 4247.62 4247.74
P3-97 NECR Pond Well 1,194,343.2 7,424,298.4 4282.02 33.57 4248.45 4248.55
PZ-1 Pond Well 1,189,765.5 7,420,893.2 4269.18 15.96 4253.22 4253.53
B-1-16
STATE PLANE Top of Depth Salt Fresh
Well COORDINATES Pro. Casing to Water Water
ID Area Easting Northing
(feet) (feet) (feet) (feet) (feet) (feet)
TABLE B-1
SUMMARY OF GROUNDWATER ELEVATIONS
ENERGYSOLUTIONS
Measured 3rd Quarter 2020
B-1-17
STATE PLANE Top of Depth Salt Fresh
Well COORDINATES Pro. Casing to Water Water
ID Area Easting Northing
(feet) (feet) (feet) (feet) (feet) (feet)
TABLE B-1
SUMMARY OF GROUNDWATER ELEVATIONS
ENERGYSOLUTIONS
Measured 3rd Quarter 2020
GW-108 Class A North 1,190,148.1 7,425,724.7 4275.96 25.62 4250.34 4250.61
GW-109 Class A North 1,190,431.3 7,425,719.1 4276.46 26.19 4250.27 4250.52
GW-110 Class A North 1,190,759.6 7,425,712.9 4276.72 26.64 4250.08 4250.30
GW-111 Class A North 1,191,086.4 7,425,706.8 4277.07 27.06 4250.01 4250.20
GW-112 Class A North 1,191,421.8 7,425,701.5 4277.40 28.00 4249.40 4249.63
GW-126 11.e(2) 1,192,625.7 7,422,412.9 4279.08 28.51 4250.57 4250.74
GW-127 11.e(2) 1,192,607.5 7,421,543.2 4278.36 26.89 4251.47 4251.65
GW-128 LARW 1,193,916.2 7,422,056.0 4282.62 33.48 4249.14 4249.31
GW-129 Pond well 1,190,375.2 7,426,189.8 4283.55 33.38 4250.17 4250.36
GW-130 Mixed Waste 1,194,288.6 7,422,901.3 4281.15 32.73 4248.42 4248.53
GW-131 Mixed Waste 1,194,613.8 7,422,907.6 4281.74 33.27 4248.47 4248.56
GW-132 Mixed Waste 1,194,937.0 7,422,912.3 4282.95 34.53 4248.42 4248.53
GW-133 Mixed Waste 1,194,943.0 7,422,569.8 4283.54 35.09 4248.45 4248.53
GW-134 Mixed Waste 1,194,938.8 7,422,238.2 4285.28 36.70 4248.58 4248.66
GW-135 Mixed Waste 1,194,936.1 7,421,904.9 4284.26 35.57 4248.69 4248.83
GW-136 Mixed Waste 1,194,930.0 7,421,583.2 4283.79 35.04 4248.75 4248.89
GW-137 Class A North 1,191,789.8 7,425,698.9 4278.43 29.24 4249.19 4249.34
GW-138 Class A North 1,192,096.3 7,425,695.2 4279.42 30.47 4248.95 4249.15
GW-139 Class A North 1,192,429.7 7,425,689.5 4282.92 34.21 4248.71 4248.84
GW-139D Deep Well 1,192,431.7 7,425,700.4 4283.14 34.47 4248.67 4249.43
GW-140 Class A North 1,192,424.3 7,425,362.2 4280.88 32.02 4248.86 4249.06
GW-141 Class A North 1,192,420.8 7,425,032.9 4280.19 31.19 4249.00 4249.12
I-1-30 Mixed Waste 1,194,195.8 7,420,900.9 4279.45 29.86 4249.59 4249.71
I-1-100 Deep Well 1,194,193.9 7,420,896.6 4279.33 30.15 4249.18 4250.48
I-3-30 Mixed Waste 1,194,589.6 7,422,922.8 4281.33 32.10 4249.23 4249.29
I-3-100 Deep Well 1,194,590.0 7,422,927.9 4281.56 31.76 4249.80 4250.18
P3-95 NECR Pond Well 1,194,361.0 7,423,973.8 4285.20 36.60 4248.60 4248.66
P3-95 SWC Pond Well 1,194,114.1 7,423,717.1 4280.25 34.09 4246.16 4246.25
P3-97 NECR Pond Well 1,194,343.2 7,424,298.4 4282.02 33.84 4248.18 4248.28
PZ-1 Pond Well 1,189,765.5 7,420,893.2 4269.18 16.30 4252.88 4253.18
B-1-18
STATE PLANE Top of Depth Salt Fresh
Well COORDINATES Pro. Casing to Water Water
ID Area Easting Northing
(feet) (feet) (feet) (feet) (feet) (feet)
TABLE B-1
SUMMARY OF GROUNDWATER ELEVATIONS
ENERGYSOLUTIONS
Measured 4th Quarter 2020
B-1-19
STATE PLANE Top of Depth Salt Fresh
Well COORDINATES Pro. Casing to Water Water
ID Area Easting Northing
(feet) (feet) (feet) (feet) (feet) (feet)
TABLE B-1
SUMMARY OF GROUNDWATER ELEVATIONS
ENERGYSOLUTIONS
Measured 4th Quarter 2020
GW-108 Class A North 1,190,148.1 7,425,724.7 4275.96 25.58 4250.38 4250.65
GW-109 Class A North 1,190,431.3 7,425,719.1 4276.46 26.14 4250.32 4250.57
GW-110 Class A North 1,190,759.6 7,425,712.9 4276.72 26.63 4250.09 4250.31
GW-111 Class A North 1,191,086.4 7,425,706.8 4277.07 27.11 4249.96 4250.15
GW-112 Class A North 1,191,421.8 7,425,701.5 4277.40 28.08 4249.32 4249.55
GW-126 11.e(2) 1,192,625.7 7,422,412.9 4279.08 28.67 4250.41 4250.57
GW-127 11.e(2) 1,192,607.5 7,421,543.2 4278.36 27.15 4251.21 4251.38
GW-128 LARW 1,193,916.2 7,422,056.0 4282.62 33.58 4249.04 4249.20
GW-129 Pond well 1,190,375.2 7,426,189.8 4283.55 33.26 4250.29 4250.48
GW-130 Mixed Waste 1,194,288.6 7,422,901.3 4281.15 32.74 4248.41 4248.52
GW-131 Mixed Waste 1,194,613.8 7,422,907.6 4281.74 33.30 4248.44 4248.53
GW-132 Mixed Waste 1,194,937.0 7,422,912.3 4282.95 34.57 4248.38 4248.49
GW-133 Mixed Waste 1,194,943.0 7,422,569.8 4283.54 35.12 4248.42 4248.50
GW-134 Mixed Waste 1,194,938.8 7,422,238.2 4285.28 36.78 4248.50 4248.58
GW-135 Mixed Waste 1,194,936.1 7,421,904.9 4284.26 35.61 4248.65 4248.79
GW-136 Mixed Waste 1,194,930.0 7,421,583.2 4283.79 35.09 4248.70 4248.84
GW-137 Class A North 1,191,789.8 7,425,698.9 4278.43 29.33 4249.10 4249.24
GW-138 Class A North 1,192,096.3 7,425,695.2 4279.42 30.56 4248.86 4249.06
GW-139 Class A North 1,192,429.7 7,425,689.5 4282.92 34.31 4248.61 4248.74
GW-139D Deep Well 1,192,431.7 7,425,700.4 4283.14 34.50 4248.64 4249.40
GW-140 Class A North 1,192,424.3 7,425,362.2 4280.88 32.12 4248.76 4248.95
GW-141 Class A North 1,192,420.8 7,425,032.9 4280.19 31.29 4248.90 4249.02
I-1-30 Mixed Waste 1,194,195.8 7,420,900.9 4279.45 29.95 4249.50 4249.62
I-1-100 Deep Well 1,194,193.9 7,420,896.6 4279.33 30.16 4249.17 4250.47
I-3-30 Mixed Waste 1,194,589.6 7,422,922.8 4281.33 32.84 4248.49 4248.54
I-3-100 Deep Well 1,194,590.0 7,422,927.9 4281.56 32.20 4249.36 4249.74
P3-95 NECR Pond Well 1,194,361.0 7,423,973.8 4285.20 36.56 4248.64 4248.70
P3-95 SWC Pond Well 1,194,114.1 7,423,717.1 4280.25 33.28 4246.97 4247.07
P3-97 NECR Pond Well 1,194,343.2 7,424,298.4 4282.02 33.78 4248.24 4248.34
PZ-1 Pond Well 1,189,765.5 7,420,893.2 4269.18 16.99 4252.19 4252.47
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,
1
9
0
,
0
8
0
.
1

7
,
4
2
3
,
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9
6
.
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2
1
.
3
6

4
2
5
1
.
0
7

4
2
5
1
.
2
6

4
2
4
6
.
7
1.
0
3
6
Ne
s
t
GW
-
2
7

D
e
e
p

1
,
1
9
0
,
0
7
9
.
3

7
,
4
2
3
,
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7
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.
4

2
4
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1
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4
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4
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4
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4
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8
0
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4
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0
1
4
A n
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g
a
t
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v
e
r
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g
r
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d
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=

u
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g
r
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t
A p
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s
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v
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=

d
o
w
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w
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g
r
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t
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6
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3
4
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5
5
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7
7
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3
9
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.
4
4
Sa
l
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W
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Fr
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W
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B
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M
M
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V
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G
R
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Me
a
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d

F
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y

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B-
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ST
A
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P
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D
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p
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S
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F
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M
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f
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We
l
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C
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S

t
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r

W
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F
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r
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l
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Ve
r
t
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c
a
l
''
ID

E
a
s
t
i
n
g

N
o
r
t
h
i
n
g

W
a
t
e
r

E
l
e
v
a
t
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n

E
l
e
v
a
t
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n

E
l
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v
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t
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D
i
s
t
a
n
c
e

G
W

E
l
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va
t
i
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n
s

G
r
a
d
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n
t

G
W

E
l
e
v
a
t
i
o
n
s

G
r
a
d
i
e
n
t
(f
e
e
t
)

(
f
e
e
t
)

(
f
e
e
t
)

(
f
e
e
t
)

(
f
e
e
t
)

(
f
e
e
t
)

(
f
e
e
t
)

(
f
e
e
t
)

(
f
t
/
f
t
)

(
f
e
e
t
)

(
f
t/
f
t
)
GW
-
1
9
A

1
,
1
8
9
,
8
6
4
.
7

7
,
4
2
1
,
0
0
7
.
7

1
6
.
0
7

4
2
5
4
.
7
2

4
2
5
5
.
0
0

4
2
4
6
.
1
1.
0
3
2
Ne
s
t
GW
-
1
9
B

1
,
1
8
9
,
8
6
4
.
3

7
,
4
2
0
,
9
9
9
.
9

2
0
.
6
6

4
2
5
0
.
0
3

4
2
5
1
.
2
8

4
1
8
0
.
6
1.
0
1
8
We
l
l

GW
-
2
7

1
,
1
9
0
,
0
8
0
.
1

7
,
4
2
3
,
0
9
6
.
0

2
1
.
4
1

4
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5
1
.
0
2

4
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5
1
.
2
1

4
2
4
6
.
7
1.
0
3
6
Ne
s
t
GW
-
2
7

D
e
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p

1
,
1
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0
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0
7
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3

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4
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3
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4

2
4
.
0
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4
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9
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5
9

4
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5
6

4
1
8
0
.
4
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0
1
4
A n
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g
a
t
i
v
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v
e
r
t
i
c
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l

g
r
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d
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=

u
p
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g
r
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d
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t
A p
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s
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t
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v
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v
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t
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r
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=

d
o
w
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w
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g
r
a
d
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e
n
t
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6
.
3
4
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4
3
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6
5
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.
6
9
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.
7
2
Sa
l
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W
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Fr
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W
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L
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B
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M
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O
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V
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G
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S
Me
a
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M
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2
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B-
2
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3
ST
A
T
E

P
L
A
N
E

D
e
p
t
h

S
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F
r
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M
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d
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P
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f
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We
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C
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S

t
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W
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W
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F
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P
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V
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r
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c
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l
''
Ve
r
t
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c
a
l
''
ID

E
a
s
t
i
n
g

N
o
r
t
h
i
n
g

W
a
t
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r

E
l
e
v
a
t
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n

E
l
e
v
a
t
i
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n

E
l
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v
a
t
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D
i
s
t
a
n
c
e

G
W

E
l
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va
t
i
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n
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G
r
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d
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t

G
W

E
l
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v
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t
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s

G
r
a
d
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e
n
t
(f
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t
)

(
f
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)

(
f
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f
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t
)

(
f
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t
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f
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t
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(
f
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t
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f
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t
)

(
f
t
/
f
t
)

(
f
e
e
t
)

(
f
t/
f
t
)
GW
-
1
9
A

1
,
1
8
9
,
8
6
4
.
7

7
,
4
2
1
,
0
0
7
.
7

1
5
.
7
1

4
2
5
5
.
0
8

4
2
5
5
.
3
7

4
2
4
6
.
1
1.
0
3
2
Ne
s
t
GW
-
1
9
B

1
,
1
8
9
,
8
6
4
.
3

7
,
4
2
0
,
9
9
9
.
9

2
0
.
7
1

4
2
4
9
.
9
8

4
2
5
1
.
2
3

4
1
8
0
.
6
1.
0
1
8
We
l
l

GW
-
2
7

1
,
1
9
0
,
0
8
0
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1

7
,
4
2
3
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9
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0

2
1
.
4
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4
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5
0
.
9
5

4
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5
1
.
1
3

4
2
4
6
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0
3
6
Ne
s
t
GW
-
2
7

D
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p

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,
1
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0
7
9
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3

7
,
4
2
3
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.
4

2
4
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1
2

4
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4
9
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5
5

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0
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5
2

4
1
8
0
.
4
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0
1
4
A n
e
g
a
t
i
v
e

v
e
r
t
i
c
a
l

g
r
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d
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=

u
p
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g
r
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d
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t
A p
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s
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t
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v
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v
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r
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=

d
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w
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w
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d

g
r
a
d
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e
n
t
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6
.
3
4
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.
4
0
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.
6
2
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.
1
0
-4
.
1
4
Sa
l
t

W
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r
Fr
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W
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TA
B
L
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B
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SU
M
M
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O
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V
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C
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G
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L
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S
Me
a
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A
p
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l

2
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4
ST
A
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P
L
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N
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D
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p
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h

S
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F
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M
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d
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We
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C
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t
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W
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r

W
a
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F
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P
a
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k

V
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r
t
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c
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l
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Ve
r
t
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c
a
l
''
ID

E
a
s
t
i
n
g

N
o
r
t
h
i
n
g

W
a
t
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r

E
l
e
v
a
t
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E
l
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v
a
t
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E
l
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v
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t
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D
i
s
t
a
n
c
e

G
W

E
l
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va
t
i
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n
s

G
r
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d
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n
t

G
W

E
l
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v
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t
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s

G
r
a
d
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e
n
t
(f
e
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t
)

(
f
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t
)

(
f
e
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t
)

(
f
e
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t
)

(
f
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t
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f
e
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t
)

(
f
e
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t
)

(
f
e
e
t
)

(
f
t
/
f
t
)

(
f
e
e
t
)

(
f
t/
f
t
)
GW
-
1
9
A

1
,
1
8
9
,
8
6
4
.
7

7
,
4
2
1
,
0
0
7
.
7

1
6
.
1
8

4
2
5
4
.
6
1

4
2
5
4
.
8
8

4
2
4
6
.
1
1.
0
3
2
Ne
s
t
GW
-
1
9
B

1
,
1
8
9
,
8
6
4
.
3

7
,
4
2
0
,
9
9
9
.
9

2
0
.
6
9

4
2
5
0
.
0
0

4
2
5
1
.
2
5

4
1
8
0
.
6
1.
0
1
8
We
l
l

GW
-
2
7

1
,
1
9
0
,
0
8
0
.
1

7
,
4
2
3
,
0
9
6
.
0

2
1
.
4
2

4
2
5
1
.
0
1

4
2
5
1
.
2
0

4
2
4
6
.
7
1.
0
3
6
Ne
s
t
GW
-
2
7

D
e
e
p

1
,
1
9
0
,
0
7
9
.
3

7
,
4
2
3
,
0
7
1
.
4

2
4
.
1
0

4
2
4
9
.
5
7

4
2
5
0
.
5
4

4
1
8
0
.
4
1.
0
1
4
A n
e
g
a
t
i
v
e

v
e
r
t
i
c
a
l

g
r
a
d
i
e
n
t

=

u
p
w
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r
d

g
r
a
d
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e
n
t
A p
o
s
i
t
i
v
e

v
e
r
t
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c
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l

g
r
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d
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=

d
o
w
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w
a
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d

g
r
a
d
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e
n
t
-6
6
.
3
4
-1
.
4
4
-0
.
6
6
-4
.
6
1
-3
.
6
3
Sa
l
t

W
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t
e
r
Fr
e
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h

W
a
t
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r
TA
B
L
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B
-
2
SU
M
M
A
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F

V
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T
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C
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L

G
R
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D
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N
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R
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SO
L
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S
Me
a
s
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d

M
a
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2
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B-
2
-
5
ST
A
T
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P
L
A
N
E

D
e
p
t
h

S
a
l
i
n
e

F
r
e
s
h

M
i
d
-
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n
t

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f
''
We
l
l

C
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A
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S

t
o

W
a
t
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r

W
a
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r

F
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t
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r

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k

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r
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c
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l
''
Ve
r
t
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c
a
l
''
ID

E
a
s
t
i
n
g

N
o
r
t
h
i
n
g

W
a
t
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r

E
l
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v
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t
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E
l
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v
a
t
i
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n

E
l
e
v
a
t
i
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n

D
i
s
t
a
n
c
e

G
W

E
l
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va
t
i
o
n
s

G
r
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d
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n
t

G
W

E
l
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v
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t
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s

G
r
a
d
i
e
n
t
(f
e
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t
)

(
f
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t
)

(
f
e
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t
)

(
f
e
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t
)

(
f
e
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t
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(
f
e
e
t
)

(
f
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t
)

(
f
e
e
t
)

(
f
t
/
f
t
)

(
f
e
e
t
)

(
f
t/
f
t
)
GW
-
1
9
A

1
,
1
8
9
,
8
6
4
.
7

7
,
4
2
1
,
0
0
7
.
7

1
6
.
8
1

4
2
5
3
.
9
8

4
2
5
4
.
2
4

4
2
4
6
.
1
1.
0
3
2
Ne
s
t
GW
-
1
9
B

1
,
1
8
9
,
8
6
4
.
3

7
,
4
2
0
,
9
9
9
.
9

2
0
.
8
4

4
2
4
9
.
8
5

4
2
5
1
.
1
0

4
1
8
0
.
6
1.
0
1
8
We
l
l

GW
-
2
7

1
,
1
9
0
,
0
8
0
.
1

7
,
4
2
3
,
0
9
6
.
0

2
1
.
5
4

4
2
5
0
.
8
9

4
2
5
1
.
0
7

4
2
4
6
.
7
1.
0
3
6
Ne
s
t
GW
-
2
7

D
e
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p

1
,
1
9
0
,
0
7
9
.
3

7
,
4
2
3
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.
4

2
4
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4
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9
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3

4
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4
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0
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6
A n
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g
a
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i
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v
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g
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A p
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v
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g
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Me
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t
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N
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W
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E
l
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D
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v
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t
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G
r
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d
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t
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f
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(
f
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(
f
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t
)

(
f
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t
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f
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t
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(
f
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t
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f
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t
)

(
f
t
/
f
t
)

(
f
e
e
t
)

(
f
t/
f
t
)
GW
-
1
9
A

1
,
1
8
9
,
8
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4
.
7

7
,
4
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,
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7
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7

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7
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0
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4
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5
3
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4
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3
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9
7

4
2
4
6
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1
1.
0
3
2
Ne
s
t
GW
-
1
9
B

1
,
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8
9
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8
6
4
.
3

7
,
4
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0
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9
9
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9

2
0
.
9
6

4
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4
9
.
7
3

4
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5
0
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9
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4
1
8
0
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6
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0
1
8
We
l
l

GW
-
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7

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,
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4
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Ne
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8
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4
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0
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6
A n
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g
a
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v
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g
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v
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g
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9
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Sa
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Fr
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Me
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J
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P
L
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D
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p
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S
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M
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We
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t
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ID

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t
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g

N
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h
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W
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E
l
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E
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D
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va
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E
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G
r
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d
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f
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f
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f
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f
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)

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f
t
/
f
t
)

(
f
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t
)

(
f
t/
f
t
)
GW
-
1
9
A

1
,
1
8
9
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8
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4
.
7

7
,
4
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,
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7

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7
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1
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4
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5
3
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3
.
9
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4
2
4
6
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1
1.
0
3
2
Ne
s
t
GW
-
1
9
B

1
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9
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8
6
4
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3

7
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4
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9
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9
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4
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9
.
7
0

4
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0
.
9
4

4
1
8
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.
6
1.
0
1
8
We
l
l

GW
-
2
7

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1
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4
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3
6
Ne
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GW
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7

D
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4
1
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4
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0
1
6
A n
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g
a
t
i
v
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v
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c
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l

g
r
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A p
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v
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g
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9
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Sa
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W
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B
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Me
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A
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ID

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a
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t
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g

N
o
r
t
h
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n
g

W
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E
l
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E
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D
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G
r
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f
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t
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f
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t
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f
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f
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t
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(
f
t
/
f
t
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(
f
e
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t
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(
f
t/
f
t
)
GW
-
1
9
A

1
,
1
8
9
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8
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4
.
7

7
,
4
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,
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7

1
7
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3
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4
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5
3
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4
2
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6
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4
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6
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0
3
2
Ne
s
t
GW
-
1
9
B

1
,
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8
9
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8
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4
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3

7
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4
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9
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0
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4
2
4
9
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6
3

4
2
5
0
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8
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4
1
8
0
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6
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0
1
8
We
l
l

GW
-
2
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4
2
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0
3
6
Ne
s
t
GW
-
2
7

D
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p

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,
1
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0
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3

7
,
4
2
3
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2
4
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4
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4
2
4
9
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2
1

4
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5
0
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3
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4
1
8
0
.
4
1.
0
1
6
A n
e
g
a
t
i
v
e

v
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r
t
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c
a
l

g
r
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=

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p
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g
r
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d
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t
A p
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s
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t
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v
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g
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9
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8
1
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2
Sa
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W
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W
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Me
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S
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P
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D
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p
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S
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W
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ID

E
a
s
t
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g

N
o
r
t
h
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n
g

W
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E
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v
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E
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v
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E
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v
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D
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G
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E
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va
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r
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G
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G
r
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d
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t
(f
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(
f
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f
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f
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f
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f
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t
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f
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f
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)

(
f
t
/
f
t
)

(
f
e
e
t
)

(
f
t/
f
t
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GW
-
1
9
A

1
,
1
8
9
,
8
6
4
.
7

7
,
4
2
1
,
0
0
7
.
7

1
7
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7
0

4
2
5
3
.
0
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4
2
5
3
.
3
3

4
2
4
6
.
1
1.
0
3
2
Ne
s
t
GW
-
1
9
B

1
,
1
8
9
,
8
6
4
.
3

7
,
4
2
0
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9
9
9
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2
1
.
1
1

4
2
4
9
.
5
8

4
2
5
0
.
8
2

4
1
8
0
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6
1.
0
1
8
We
l
l

GW
-
2
7

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,
1
9
0
,
0
8
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1

7
,
4
2
3
,
0
9
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.
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2
1
.
5
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4
2
5
0
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8
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4
2
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1
.
0
3

4
2
4
6
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7
1.
0
3
6
Ne
s
t
GW
-
2
7

D
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7
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3
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N
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De
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Al
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f
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w
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s
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s

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a
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s

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r
t
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11
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.
(
2
)
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d

W
a
s
t
e
B-
3
-
4
EnergySolutions Utah Division of Water Quality
2020 Annual February 2021
Groundwater Monitoring Report

APPENDIX C

GROUNDWATER, EVAPORATION POND, MIXED WASTE
LEACHATE, AND COLLECTION LYSIMETER
ANALYTICAL DATA TABLES

TA
B
L
E

C
-
1
En
e
r
g
y
So
l
u
t
i
o
n
s
2
0
2
0

A
n
n
u
a
l

G
r
o
u
n
d
w
a
t
e
r

M
o
n
i
t
o
r
i
n
g

R
e
p
o
r
t
Mo
n
i
t
o
r
i
n
g

W
e
l
l

C
o
n
v
e
n
t
i
o
n
a
l

C
h
e
m
i
s
t
r
y

R
e
s
u
l
t
s
Pa
g
e

C
-
1
We
l
l

I
D
:
GW
-
1
6
R

G
W
-
1
6
R

G
W
-
1
9
A

G
W
-
1
9
A

G
W
-
2
0

G
W
-
2
0

G
W
-
2
2

G
W
-
2
2

G
W
-
2
3

G
W
-
2
3

G
W
-
2
4

G
W
-
2
4
G
W
-
2
4

D
u
p
.
Da
t
e
:
GW
P
L

6
/
2
9
/
2
0
La
b
:
AW
A
L

G
W
P
L

A
W
A
L

G
W
P
L

A
W
A
L

A
W
A
L

A
W
A
L

G
W
P
L

A
W
A
L

A
W
A
L
20
0
6
8
0
2

2
0
0
6
7
4
8

2
0
0
6
6
5
4

2
0
0
6
8
0
2

2
0
0
6
8
0
2

2
0
0
5
2
1
7

2
0
0
5
2
1
7
GW
-
3
2
9
An
a
l
y
t
e
pH

(
s
t
d
.

u
n
i
t
s
)
6.
5
-
8
.
5
7.
0
1
6.
5
-
8
.
5
7.
2
8
6.
5
-
8
.
5
7.
2
0
6.
5
-
8
.
5
7.
2
1
6.
5
-
8
.
5
7.
2
7
6.
5
-
8
.
5
7.
3
8

7
.
3
8
4,
2
8
1
.
1
2
4,
2
4
8
.
9
4
4,
2
7
0
.
7
9
4,
2
5
3
.
9
8
4,
2
7
6
.
6
0
4,
2
5
1
.
2
1
4,
2
7
7
.
2
5
4,2
4
9
.
2
9
4,
2
7
6
.
6
3
4,
2
4
9
.
7
3
4,
2
7
6
.
6
9
4,
2
5
0
.
4
4

4
,
2
5
4
.
8
7
An
i
o
n
s

(
m
g
/
L
)
Br
o
m
i
d
e

1
2
.
5

6
.
3
6

9
.
3
6

7
.
6
5

6
.
3
2

5
.
7
6

5
.
6
2

2
.
5
%
Ch
l
o
r
i
d
e

2
2
,
2
0
0

2
0
,
9
0
0

2
5
,
0
0
0

1
8
,
2
0
0

1
9
,
2
0
0

1
4
,
5
0
0

1
5
,
4
0
0

6
.
0
%
Su
l
f
a
t
e

2
,
1
2
0

6
,
3
0
0

4
,
3
2
0

3
,
6
0
0

3
,
9
6
0

3
,
0
9
0

3
,
0
7
0

0
.
6
%
Al
k
a
l
i
n
i
t
y
Bi
c
a
r
b
o
n
a
t
e

3
2
8

1
3
0
.
0

1
9
2

2
4
0

2
2
4

2
5
2

2
5
0

0
.
8
%
Ca
r
b
o
n
a
t
e

<

1
0
.
0

<

1
0
.
0

<

1
0
.
0

<

1
0
.
0

<

1
0
.
0

<

1
0
.
0

<

1
0
.
0
Hy
d
r
o
x
i
d
e
Ca
t
i
o
n
s

(
m
g
/
L
)
Ca
l
c
i
u
m

4
1
5

8
0
3

5
0
9

4
1
1

4
0
8

2
6
5

2
6
6

0
.
4
%
Ma
g
n
e
s
i
u
m

5
6
7

8
5
8

7
6
3

5
8
1

5
8
7

4
1
1

4
1
6

1
.
2
%
Po
t
a
s
s
i
u
m

5
1
1

4
0
9

5
5
6

4
7
0

4
8
1

3
8
1

3
8
6

1
.
3
%
So
d
i
u
m

1
5
,
5
0
0

1
5
,
8
0
0

1
7
,
6
0
0

1
4
,
2
0
0

1
5
,
5
0
0

1
2
,
5
0
0

1
2
,
4
0
0

0
.
8
%
Me
t
a
l
s

(
m
g
/
L
)
Ir
o
n

<

0
.
1
0
0

<

0
.
1
0
0

<

0
.
1
0
0

<

0
.
1
0
0

<

0
.
1
0
0

<

0
.
1
0
0

<

0
.
1
0
0
Se
l
e
n
i
u
m

-
-

-
-

-
-

-
-

-
-
0.
0
6
3
4
0.
0
5
5
3

0
.
0
5
6
2

1
.
6
%
Th
a
l
l
i
u
m

-
-

-
-

-
-

-
-

-
-

-
-

-
-
TD
S

(
m
g
/
L
)

3
5
,
2
0
0

4
2
,
6
0
0

J

4
5
,
1
0
0

3
4
,
0
0
0

4
8
,
5
0
0

3
0
,
2
0
0

3
1
,
0
0
0

2
.
6
%
An
i
o
n
s

(
m
e
q
/
L
)

6
7
3

7
2
0
.
6

7
9
6

5
9
0

6
2
8

4
7
6

5
0
1

5
.
1
%
Ca
t
i
o
n
s

(
m
e
q
/
L
)

7
5
5

8
0
8
.
4

8
6
8

6
9
8

7
5
5

6
0
1

5
9
7

0
.
6
%
Ba
l
a
n
c
e

(
%
)
10
%
5.
7
%
10
%
5.
7
%
10
%
4.
4
%
10
%
8.
4
%
10
%
9.
2
%
10
%
11
.
6
%

8
.
7
%
TA
B
L
E

C
-
1
En
e
r
g
y
So
l
u
t
i
o
n
s
2
0
2
0

A
n
n
u
a
l

G
r
o
u
n
d
w
a
t
e
r

M
o
n
i
t
o
r
i
n
g

R
e
p
o
r
t
Mo
n
i
t
o
r
i
n
g

W
e
l
l

C
o
n
v
e
n
t
i
o
n
a
l

C
h
e
m
i
s
t
r
y

R
e
s
u
l
t
s
Pa
g
e

C
-
2
We
l
l

I
D
:
GW
-
1
6
R

G
W
-
1
6
R

G
W
-
1
9
A

G
W
-
1
9
A

G
W
-
2
0

G
W
-
2
0

G
W
-
2
2

G
W
-
2
2

G
W
-
2
3

G
W
-
2
3

G
W
-
2
4

G
W
-
2
4
G
W
-
2
4

D
u
p
.
Da
t
e
:
GW
P
L

6
/
2
9
/
2
0
La
b
:
AW
A
L

G
W
P
L

A
W
A
L

G
W
P
L

A
W
A
L

A
W
A
L

A
W
A
L

G
W
P
L

A
W
A
L

A
W
A
L
20
0
6
8
0
2

2
0
0
6
7
4
8

2
0
0
6
6
5
4

2
0
0
6
8
0
2

2
0
0
6
8
0
2

2
0
0
5
2
1
7

2
0
0
5
2
1
7
GW
-
3
2
9
An
a
l
y
t
e
Se
m
i
-
V
o
l
a
t
i
l
e
s

(
PPg/
L
)
Be
n
z
(
a
)
a
n
t
h
r
a
c
e
n
e

-
-
10
< 9
.
6
8
10
<
9
.
6
4

-
-

-
-
10
<

9
.
5
8

<

9
.
6
6
Be
n
z
o
(
a
)
p
y
r
e
n
e

-
-
10
< 9
.
6
8
10
<
9
.
6
4

-
-

-
-
10
<

9
.
5
8

<

9
.
6
6
Be
n
z
o
(
b
)
f
l
u
o
r
a
n
t
h
e
n
e

-
-

<

9
.
6
8

<

9
.
6
4

-
-

-
-

<

9
.
5
8

<

9
.
6
6
Be
n
z
o
(
k
)
f
l
u
o
r
a
n
t
h
e
n
e

-
-
10
< 9
.
6
8
10
<
9
.
6
4

-
-

-
-
10
<

9
.
5
8

<

9
.
6
6
Ch
r
y
s
e
n
e

-
-
10
< 9
.
6
8
10
<
9
.
6
4

-
-

-
-
10
<

9
.
5
8

<

9
.
6
6
Di
b
e
n
z
(
a
,
h
)
a
n
t
h
r
a
c
e
n
e

-
-

<

9
.
6
8

<

9
.
6
4

-
-

-
-

<

9
.
5
8

<

9
.
6
6
Di
e
t
h
y
l

p
h
t
h
a
l
a
t
e

-
-
5,
0
0
0
< 9
.
6
8
5,
0
0
0
<
9
.
6
4

-
-

-
-
5,
0
0
0
<

9
.
5
8

<

9
.
6
6
2-
M
e
t
h
y
l
n
a
p
h
t
h
a
l
e
n
e

-
-
4
< 4
.
0
0
4
<
4
.
0
0

-
-

-
-
4
<

4
.
0
0

<

4
.
0
0
Na
p
h
t
h
a
l
e
n
e

-
-
20
< 9
.
6
8
20
<
9
.
6
4

-
-

-
-
20
<

9
.
5
8

<

9
.
6
6
Pe
s
t
i
c
i
d
e
s

(
PPg/
L
)
Ch
l
o
r
d
a
n
e

-
-
2
<
0
.
1
9
0
2
<
0
.
2
0
0

-
-

-
-
2
<
0
.
2
0
4

<

0
.
2
0
0
TA
B
L
E

C
-
1
En
e
r
g
y
So
l
u
t
i
o
n
s
2
0
2
0

A
n
n
u
a
l

G
r
o
u
n
d
w
a
t
e
r

M
o
n
i
t
o
r
i
n
g

R
e
p
o
r
t
Mo
n
i
t
o
r
i
n
g

W
e
l
l

C
o
n
v
e
n
t
i
o
n
a
l

C
h
e
m
i
s
t
r
y

R
e
s
u
l
t
s
Pa
g
e

C
-
3
An
a
l
y
t
e
pH

(
s
t
d
.

u
n
i
t
s
)
An
i
o
n
s

(
m
g
/
L
)
Br
o
m
i
d
e
Ch
l
o
r
i
d
e
Su
l
f
a
t
e
Al
k
a
l
i
n
i
t
y
Bi
c
a
r
b
o
n
a
t
e
Ca
r
b
o
n
a
t
e
Hy
d
r
o
x
i
d
e
Ca
t
i
o
n
s

(
m
g
/
L
)
Ca
l
c
i
u
m
Ma
g
n
e
s
i
u
m
Po
t
a
s
s
i
u
m
So
d
i
u
m
Me
t
a
l
s

(
m
g
/
L
)
Ir
o
n
Se
l
e
n
i
u
m
Th
a
l
l
i
u
m
TD
S

(
m
g
/
L
)
An
i
o
n
s

(
m
e
q
/
L
)
Ca
t
i
o
n
s

(
m
e
q
/
L
)
Ba
l
a
n
c
e

(
%
)
GW
-
2
5

G
W
-
2
6

G
W
-
2
6

G
W
-
2
6

D
u
p
.

G
W
-
2
6

G
W
-
2
6

D
u
p
.

G
W
-
2
7

G
W
-
2
7

G
W
-
2
8

G
W
-
2
8

G
W
-
29
6.
5
-
8
.
5
7.1
2
6.
5
-
8
.
5
7.
4
2

7
.
4
2

7
.
3
7

7
.
3
7
6.
5
-
8
.
5
7.
2
9
6.
5
-
8
.
5
7.3
7
6.
5
-
8
.
5
7.
4
4
13
.
0
2

1
3
.
2
0

1
3
.
2
0

1
3
.
2
2

1
3
.
2
2

1
3
.
2
9

1
3
.
3
8

1
3
.
9
1
73
.
9

7
3
.
6

7
3
.
6

7
4
.
4

7
4
.
4

7
3
.
2

7
2
.
5

3
7
.
6
-5
0

1
1
5

1
1
5

1
7
3

1
7
3

1
6
1

1
6
9

1
4
2
25
.
3
7

2
3
.
4
6

2
3
.
4
6

2
3
.
4
7

2
3
.
4
7

2
1
.
5
4

1
9
.
0
0

2
4
.
3
2
0.6
9

1
.
6
8

1
.
6
8

1
.
4
5

1
.
4
5

1
.
2
9

1
.
0
5

0
.
6
5
4,
2
7
6
.
2
4
4,
2
5
0
.
8
7
4,
2
7
4
.
6
7
4,
2
5
1
.
2
1

4
,
2
5
1
.
2
1

4
,
2
5
1
.
2
0

4
,
2
5
1
.
2
0
4,2
7
2
.
4
3
4,
2
5
0
.
8
9
4,
2
7
1
.
2
6
4,
2
5
2
.
2
6
4,
2
7
6
.
3
2
4,
2
5
2
.
0
0
9.9
4

-
-

-
-

9
.
3
0

-
-

4
.
9

5
.
0
6

J

3
.
8
1
27
,
6
0
0

-
-

-
-

2
6
,
2
0
0

-
-

2
4
,
4
0
0

2
5
,
0
0
0

1
1
,
6
0
0
4,
8
9
0

-
-

-
-

6
,
3
4
0

-
-

5
,
5
8
0

4
,
7
3
0

2
,
5
7
0
20
2

-
-

-
-

1
0
4

-
-

1
5
2

1
4
0

2
9
2
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1
0
.
0

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-

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1
0
.
0

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1
0
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0

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1
0
.
0

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1
0
.
0
57
9

-
-

-
-

6
7
6

-
-

6
6
0

5
4
1

1
9
4
95
9

-
-

-
-

1
,
0
3
0

-
-

1
,
0
4
0

8
6
2

2
7
1
61
9

-
-

-
-

5
5
5

-
-

5
9
9

5
9
2

2
7
4
18
,
4
0
0

-
-

-
-

1
8
,
4
0
0

-
-

1
9
,
0
0
0

1
8
,
0
0
0

8
,
4
7
0
0.
2
3
7

-
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-

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0
.
1
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0
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1
0
0

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0
.
1
0
0

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.
1
0
0
-
-

-
-

-
-

-
-

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-

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-
0.
0
0
2
5
5
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0
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0
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0

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0
7

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0
.
0
0
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0
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0
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0
0

-
-

-
-

-
-
45
,
3
0
0

-
-

-
-

4
9
,
5
0
0

-
-

5
1
,
2
0
0

4
9
,
2
0
0

2
4
,
7
0
0
88
1

-
-

-
-

8
7
0

-
-

8
0
4

8
0
3

3
8
4
92
4

-
-

-
-

9
3
3

-
-

9
6
0

8
9
6

4
0
7
10
%
2.
4
%
10
%
-
-

-
-

3
.
5
%

-
-
10
%
8.
8
%
10
%
5.
5
%
10
%
2.
9
%
TA
B
L
E

C
-
1
En
e
r
g
y
So
l
u
t
i
o
n
s
2
0
2
0

A
n
n
u
a
l

G
r
o
u
n
d
w
a
t
e
r

M
o
n
i
t
o
r
i
n
g

R
e
p
o
r
t
Mo
n
i
t
o
r
i
n
g

W
e
l
l

C
o
n
v
e
n
t
i
o
n
a
l

C
h
e
m
i
s
t
r
y

R
e
s
u
l
t
s
Pa
g
e

C
-
4
PP
Be
n
z
(
a
)
a
n
t
h
r
a
c
e
n
e
Be
n
z
o
(
a
)
p
y
r
e
n
e
Be
n
z
o
(
b
)
f
l
u
o
r
a
n
t
h
e
n
e
Be
n
z
o
(
k
)
f
l
u
o
r
a
n
t
h
e
n
e
Ch
r
y
s
e
n
e
Di
b
e
n
z
(
a
,
h
)
a
n
t
h
r
a
c
e
n
e
Di
e
t
h
y
l

p
h
t
h
a
l
a
t
e
2-
M
e
t
h
y
l
n
a
p
h
t
h
a
l
e
n
e
Na
p
h
t
h
a
l
e
n
e
Pe
s
t
i
c
i
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8
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%
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9
%
TA
B
L
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C
-
1
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y
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l
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t
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2
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0

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m
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(
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(
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3
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W
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C
h
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R
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C
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1
5
An
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(
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(
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Br
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l
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Su
l
f
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Bi
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Hy
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(
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m
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l
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(
%
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GW
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1
2
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G
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1
2
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W
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A
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C
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1
6
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k
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(
PPg/
L
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Ch
l
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1
2
7

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W
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1
2
8

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W
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1
2
8

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W
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1
2
9

G
W
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1
2
9

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W
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1
3
7

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W
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1
3
7

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W
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3
8

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W
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C
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C
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1
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An
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(
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n
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Ch
l
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Su
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Bi
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Ca
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Hy
d
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t
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s

(
m
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/
L
)
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l
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Ma
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t
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(
%
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2
4
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7
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1
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3
9
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2
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5
4

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9
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2
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%
3.
7
%

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2
%
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%
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3
%
10
%
4.
8
%
10
%
9.
9
7
%
TA
B
L
E

C
-
1
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g
y
So
l
u
t
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n
s
2
0
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0

A
n
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l

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r
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d
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M
o
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R
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p
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r
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g

W
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l
l

C
o
n
v
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t
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n
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l

C
h
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m
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y

R
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s
u
l
t
s
Pa
g
e

C
-
1
8
PP
Be
n
z
(
a
)
a
n
t
h
r
a
c
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n
e
Be
n
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o
(
a
)
p
y
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(
b
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f
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n
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o
(
k
)
f
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Ch
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y
s
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Di
b
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n
z
(
a
,
h
)
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n
t
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r
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c
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l

p
h
t
h
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l
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t
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l
n
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p
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p
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l
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s
t
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c
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d
e
s

(
PPg/
L
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d
EnergySolutions Utah Division of Water Quality
2020 Annual February 2021
Groundwater Monitoring Report

ATTACHMENT 1

FIELD DATA SHEETS

EnergySolutions Utah Division of Water Quality
2020 Annual February 2021
Groundwater Monitoring Report

ATTACHMENT 2

DATA VALIDATION

EnergySolutions Utah Division of Water Quality
2020 Annual February 2021
Groundwater Monitoring Report

ATTACHMENT 3

LABORATORY DATA PACKAGES

Files cannot be combined due to laboratory protocols for document security.

Laboratory data packages provided as individual files to preserve document
security and signatures.