DRC-2024-004023

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Div of Waste Management
and Radiation Control
DEC 2 9 2023
--------ENERGYSOLUTIONs --------
December 29, 2023
Mr. Doug Hansen, Director
Division of Waste Management and Radiation Control
P.O. Box 144880
Salt Lake City, UT 84114-4880
CD-2023-264
Subject: Federal Cell Facility Application: Responses to the Director's Request for Information -
DRC-2023-078530
Dear Mr. Hansen:
Energy Solutions hereby responds to the Utah Division of Waste Management and Radiation Control 's
December 21, 2023 Request for Information (RFI) on our Federal Cell Facility Application.1 A response
is provided for each request using the Director's assigned reference number. Because each comment is
applied to multiple Engineering Drawings, we have included Tables 1 through 3 to present summaries of
the individual requests that are reflected on each Engineering Drawing appended to this response. All
Engineering Drawings we received are attached to this response, inclusive of drawings 60801-G03,
14004-L0l, 1-1, and Subdivision Plat Map, which did not require any changes according to the director's
RFL
Appendix B: Federal l Cell Facility Engineering Drawings
B-3: The drawing exhibits the lle.(2) embankment design layout as one monolithic embankment.
Please revise sheet to accurately depict the proposed embankment layout.
The 1 le.(2) embankment and proposed Federal Cell Facility layouts have been adjusted in
Engineering Drawings 0801-G04, 07007-J0l, 07007-102, and 07007-103 to reflect the smaller
footprint authorized by the 2022 amendment 3 to Radioactive Material License UT2300478 .
B-4: There is a lack of detail with the existing instrumentation in both the text and in the plans. Model,
functionality, installation date, location (coordinates), minimum instrumentation parameters, etc.
should be abundantly clear to the reader. A summary of instrumentation should be provided within the
text or the plans for clarity. Please provide a summary that elaborates on these instruments' specifics,
including notes on relative drawings.
Air quality sampling for airborne particles is accomplished using a continuous low flow pump
with a flow rate of 60 liters per minute through a glass fiber filter that can demonstrate a
minimum of a 95% dispersed oil particulate (DOP) collection efficiency for 0.3 µm particles.
Specifications of the current pumps in service include:
• Air Mover: Oilless, Rotary Vane, Vacuum Pump with 1/4, or 3/4 HP, 115 or 230 VAC
• Control Valve: Mechanical, Heavy Duty, Differential Type Automatic Flow Controller.
Operation and calibration of the air qual ity sampling pump is addressed in Energy Solutions
procedures CL-EV-PR-013, Airborne Particulate (Lo Vol) and VTD Tritium Monitoring
1 Hansen, DJ. "Federal Cell Facility Application Request for Information ." via DRC-2023-004939 from the Utah Division of
Waste Management and Radiation Control to Vern Rogers ofEnergySolutions, June 13 , 2023 .
299 South Main Street, Suite 1700 • Salt Lake City , Utah 84111
[phone] • Fax: [phone] • www.energysolutions.com
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ENERGY SOLUTIONS
Mr. Doug Hansen
CD-2023-264
December 29, 2023
(attached) and CL-IN-PR-422, Air Sample Pump Maintenance and Calibration (attached).
Table B-4-1 summarizes the pump models used and the dates that the pumps were placed in
service for each station. Information in this table is continuously revised throughout the year to
reflect pump maintenance exchanges, calibrations, and replacements. The dynamic nature of
this table makes it impractical to include in the Environmental Monitoring Plan. The geographic
locations of the sampling stations listed in the Environmental Monitoring Plan are repeated in
Table B-4-2.
Table B-4-1: Lo Vol Pumps In Use to Sample Atmospheric Particulates
Station Current Equipment Inservice
Date Current Pump Model
A-10 8/25 /2023 HI-Q VS23 Series
A-11 6/6/2023 HI-O VS23 Series
A-13 4/18/2023 HI-O VS23 Series
A-16 9/1/2023 HI-Q VS23 Series
A-17 8/4/2023 HI-O VS23 Series
A-18 8/11 /2023 HI-O VS23 Series
A-19 8/4/2023 HI-Q VS23 Series
A-22 9/21 /2023 HI-Q VS23 Series
A-28 8/18/2023 HI-O VS23 Series
A-29 6/2/2023 HI-Q VS23 Series
A-30 6/6/2023 HI-Q VS23 Series
A-35 9/15 /2023 HI-Q VS23 Series
A-36 9/8/2023 HI-Q VS23 Series
Page 2 of22
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E ERGYSOLUTIONS
Table B-4-2: Geographic Air Sample Station Locations
Mr. Doug Hansen
CD-2023-264
December 29, 2023
NOTE · Point of Be szinnit11?: is the Cliw mom1meut at the South,Yest comer of Section 32
Station ~orth East Station North East Station North East
A-1 * 5163 2749 S-3* 4891 3463 S-38 * 40 600
A-4* -88 5252 S-4 * 4883 3812 S-39 1050 200
A-5* -1 4 2647 S-5 * 4877 4204 S-40 1600 200
A-1 0 -1 0 4124 S-8,i. 3599 4209 S-50 * 4440 4175
A-11 28 1196 S-12 * 1992 4155 S-51 * 4023 4168
A-13 499 198 S-13 * 2002 3679 S-52 ,i. 3118 4149
A-16 2412 -6 633 S-15 * 20 11 3111 S-53 * 2659 4140
A-17 2167 5323 S-17 * 5195 3399 S-54 * 2367 4137
A-18 5417 4853 S-18 * 5035 4015 S-56 2551 85
A-19 3965 5383 S-19 5213 5162 S-57 2963 91
A-20 * 5084 5409 S-21 * 4537 5359 S-58 ,i. 3339 99
A-21 * 2162 71 S-22 3967 5356 S-59 3735 106
A-22 2962 88 S-23 * 3347 5344 S-64 4038 272
A-26 * -1 29 3282 S-24 2764 5335 S-65 4430 286
A-27 -2701 3406 S-25 * 2169 5322 S-66 4801 335
A-28 4043 104 S-26 1596 5375 S-71 5291 796
A-29 4636 115 S-27 379 5355 S-72 5282 1222
A-30 5287 319 S-28 -70 475 4 S-73 5273 1658
A-33 "' 5501 2762 S-29 -229 3389 S-74 5256 2429
A-35 5280 1495 S-32 * 2047 2690 S-75 "' 4471 2724
A-36 5256 2402 S-33 * 3238 2694 S-76 * 2784 2703
A-37 "' 658 5377 S-34 * 3764 2717 S-77 5174 2678
A-38 S-81 S-83
A-39 S-82 S-84
B-2 2650 13200 S-36 -5 2200 S-78 * 2162 76
S-1 * 4892 2745 S-37 10 1600 S-79 -2709 3438
S-2* 4896 3126 F-37 9377 4541 F-38 6702 4355
F-39 6594 3198 F-40 6605 1437 F-41 6282 399
Page 3 of22
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E ERGYSOLUTIONS
Mr . Doug Han sen
CD-2023-264
December 29, 202 3
B-5: A groundwater monitoring well to the Southeast corner (above GW-136) is not labeled correctly.
Please revise to reflect correct labeling.
The groundwater well label has been corrected on Engineering Drawing 07007-102.
B-6: Green highlighting is noticeable on this sheet. If this coloring has significance, provide notes
elaborating. Otherwise, please revise the sheet to remove green highlighting.
The licensed embankment outlines are placed correctly on Engineering Drawing 07007-103.
Similarly, the divisions of the scale marker are sized correctly. The Cli ve Site Engineer elected
to apply green highlight to the scale marker and embankment licensed outlines as a location aid
to the reader . The U .S. Nuclear Regulatory Commission (NRC) is silent in 10 CFR 61, NRC's
NUREG-1999 and NUREG-1200 on a prohibition of the use of a colored scale marker our
license outlines to assist readers . Additionally, no such prohibition has been promulgated in
Utah Administrative Code R3 l 3-25 . Even so , the green highlighted boundary, scale, and
embankment outlines have been adjusted to black on Engineering Drawing 07007-103 in
response to the director's preference .
B-7: Section lines are not blue as shown in Legend. Please revise sheet to be consistent with Legend.
The legend to 07007-103 has been adjusted to represent the section line depiction.
B-8: These lines are not depicted in Legend nor Notes. Please revise sheet to elaborate on the
significance of these lines.
a. This line specifically appears to be different than the others (assuming this line is the same as the
others).
The use of lines on Engineering Drawing 07007-103 has been unified and included in the
Legend.
B-9: Please revise sheet to indicate the correct orientation of the North arrow.
The depiction of north has been corrected on Engineering Drawing 07007-103 .
B-10: GW-38R, GW-37, GW-36 are not shown on the plan. Please ensure groundwater monitoring
wells are displayed or provide a justification on this sheet indicating reasoning for excluding these
wells from the plan.
The installation and monitoring of GW-36 , GW-37 , and GW-38R is governed by Groundwater
Quality Discharge Permit UGW450005. Their location is described and displayed in the
Engineering Drawings associated with that Permit. As is reflected in its title , the purpose of
Engineering Drawing 14004-C0l to display the physical and geographic features of the Federal
Cell Facility. Monitoring wells GW-36 , GW-37 , and GW-38R have been added to Engineering
Drawing 14004-C0l in response to the director's preference.
B-11: Please provide details on the structure "OUTFALL DISPERSION DITCH" noted in the
southwestern corner of the Federal Cell. Include the/unction and the minimum dimensions.
The function and dimensions details for the Outfall Dispersion Ditch are under development as
part of a separate licensing action (than the proposed Federal Cell Facility) being considered by
Page 4 of22
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E. ERGYSOLUT/ONS
Mr. Doug Hansen
CD-2023-264
December 29 , 2023
the director. Additional function and dimensional details will be available as a function of that
effort.
B-12: Crest length of 685.1' and approx. slope depicted in cross section B of sheet 14004-C02 is not
delineated on this plan.
The crest length and slope notations have been added to Engineering Drawing 14004-C02.
B-13: Please elaborate with background information on "Clive Monument" or provide text language
that gives clarity. It is unclear as to the datum used to establish this monument as a control point.
The Clive Monument was established as a positioning central point to support a separate
radioactive material license granted prior in 1994 and is not being adjusted to support the
proposed Federal Cell Facility. However, the legacy datum used to establish the Clive
Monument as the positioning original control point has been summarized on Engineering
Drawing 14004-C0l in response to the director's preference.
B-14: Does the calculated volume include the cover system and/or the clay liner? This conflicts with
the language in Note (1) of this sheet in that information displayed is related to "CLEAN FILL."
Expand to explain and/or breakdown this parameter.
Clean Fill is defined in the Federal Cell Facility Construction Quality Assurance/Quality
Control Manual. The description of calculated volumes has been clarified and expanded on
Engineering Drawing 14004-C0l in response to the director's preference.
B-15: It does not appear that the section line delineates the western side of the cell. Please revise the
sheet to indicate the accurate section line and review all plans to ensure Property Lines and Section
Lines are consistent with Sheet 18008-U04.
The western property and section lines have been noted on Engineering Drawings 14007-C0l
and 14004-L0l.
B-16: Please revise to indicate "lle.(2) CELL" (missing period after 'e').
The 1 le.(2) embankment is already authorized under Radioactive Material License UT2300478
and not subject to authorization being sought in the Federal Cell Facility Radioactive Material
License. Additionally, the absence of a minor punctuation mark does not impact the physical
features of the Federal Cell Facility illustrated on Engineering Drawings 07007-101, 007-102,
07007-103, 14004-C0l , 14004-C02 , 14004-L0l, 14004-U0l, 14004-U02, and 230007-G02
( engineering drawing package 23007 has been reindexed from package 20005). However, the
minor punctuation mark has been added to the 1 le.(2) embankment label in Engineering
Drawings 07007-101, 007-J02, 07007-103, 14004-C0l, 14004-C02, 14004-L0l, 14004-U0l,
14004-U02, and 23007-G02 (reindexed from 20005-G02) in response to the director's
preference .
B-17: Please provide clarity on what these dimensions indicate.
The dimensions noted on Engineering Drawing 14004-C0l has been clarified.
Page 5 of22
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E ERGYSOLUTIONS
Mr . Doug Hansen
CD-2023-264
December 29 , 2023
B-18: Given the lack of detail of lle.(2) dimensions and present-day incompleteness of the lle.(2)
embankment, it is understood that Note (5) notifies the reader that more accurate detail can be given in
lle.(2) License Drawings. However, knowledge of the proposed completed construction conditions of
the lle.(2) cell is imperative in the development of the design of the Federal Cell to correlate geometric
relations between the proposed Federal Cell and the existing lle.(2) cell. Please provide accurate
dimensions of proposed 1 le.(2) final proposed construction dimensions, including accurate depictions
of surrounding infrastructure, in tandem with the proposed design of the Federal Cell.
The detail of 1 le.(2) dimensions and its present-day completeness are the subject of Radioactive
Material License UT2300478 and independent of the Federal Cell Facility Radioactive Material
License Application. The process and timing for closure of the 1 le.(2) embankment is solely
governed by conditions in License UT2300478. If approved, construction and operation of the
proposed Federal Cell Facility will proceed in accordance with the license granted in response
to that Application and will similarly be independent of operation or closure of the 1 le.(2)
embankment. Even so, the final proposed construction dimensions, including depictions of
surrounding infrastructure for the 11 e.(2) embankment have been added to Engineering
Drawing 14004-C0l in response to the director's preference.
B-19: The term "NATURAL GRADE" is utilized in the plans. The elevations indicated appear to be
elevations of the surrounding area; however, man-made infrastructure exists in these areas such as
roads and berms. Please elaborate on the term "NATURAL GRADE."
The term "Natural Grade" was established and has been in use on director-approved
Engineering Drawings since 1988. Even so, the terminology has been clarified on Engineering
Drawing 14004-C0l in response to the director 's preference .
B-20: The weight scale of the line for "LINER LIMITS (MINIMUM)" does not appear to be consistent
with what is observed on the plan view. Please revise Legend item to be consistent as presented in the
plan.
The lines on Engineering Drawing 14004-C0 1 accurately display the appropriate geographic
boundaries. The U.S. Nuclear Regulatory Commission (NRC) is silent in 10 CFR 61, NRC's
NUREG-1999 and NUREG-1200 on a prohibition of the use of various line weight scales in
Engineering Drawings. Additionally, no such prohibition has been promulgated in Utah
Administrative Code R313-25. Even so, the legend of Engineering Drawing 14004-C0l has
been revised to be consistent with the weight scale for the lines presented in the plan.
B-21: Please update the sheet with a signature and seal.
Professional Engineer seal and signature have been affixed to Engineering Drawings 07007-103,
14004-C0l , 14004-C02 , 14004-C03, 14004-C04 , 14004-C0S, 14004-L0l, 14004-U0l, 14004-
U02, 14004-U03, and 14004-U0S .
B-22: The centerline of the ditch appears to go off to the Northeast corner of the lle.(2) cell. Please
provide details on this anomaly.
The centerline anomaly identified in Engineering Drawing 14004-C0l has been clarified.
Page 6 of22
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ENERGY SOLUTIONS
Mr. Doug Han sen
CD-2023-264
Decemb er 29, 2023
B-23: There appears to be a leader within the "DRAINAGE DITCH CENTERLINE" throughout this
entire plan view. Please revise sheet to either remove the leader or explain significance.
Even though the Clive Facility Site Engineers elected to add a leader within the drainage ditch
centerline , the ditch centerline is accurately displayed on Engineering Drawing 14004-C0 1. The
U.S. Nuclear Regulatory Commission (NRC) is silent in 10 CFR 61 , NRC 's NUREG-1999 and
NUREG-1200 on a prohibition of the use of additional illustration leaders. Additionally, no
such prohibition has been promulgated in Utah Administrative Code R313-25 . Even so , the
leaders in question have been removed from Engineering Drawing 14004-C0l in response to
the director 's preference.
B-24: Please provide more detail on the location, purpose, and monitoring device information of B-2.
Refer to RFI B-2 as an overarching comment on the lack of detail for specifications on the
instrumentation.
Air quality sampling for airborne particles is accomplished using a continuous low flow pump
with a flow rate of 60 liters per minute through a glass fiber filter that can demonstrate a
minimum of a 95 % dispersed oil particulate (DOP) collection efficiency for 0 .3 µm particles.
Specifications of the current pumps in service include :
• Air Mover: Oilless , Rotary Vane, Vacuum Pump with 1/4 , or 3/4 HP, 115 or 230 V AC
• Control Valve: Mechanical, Heavy Duty, Differential Type Automatic Flow Controller.
Operation and calibration of the air quality sampling pump is addressed in Energy Solutions
procedures CL-EV-PR-013, Airborne Partic ulate (Lo Vol) and VTD Tritium Monitoring
(attached) and CL-IN-PR-422 , Air Sample Pump Maintenance and Calibration (attached).
Table B-4-1 summarizes the pump models in use and the dates that the pumps were placed in
service for each station. Information in this table is continuously revised throughout the year to
reflect pump maintenance exchanges, calibrations, and replacements. In Section 4.4 of
NUREG-1199, NRC suggests the location, purpose, and operational period monitoring device
information be described in the Application and Environmental Monitoring Plan (Appendix E to
the Application). Further details are documented and provided for the director 's review there in
accordance with NRC guidance .
B-25: Slopes are assumed to be approximated in other areas of these drawings. Why is this dimension
considered to be not approximate? Please review RFI B-18 and consider consistent dimensions
precision throughout these drawings.
The precision noted on Engineering Drawing 14004-C02 has been revised.
B-26: It is assumed that the overall approximated geometry of the Top of Waste correlates to Note (5)
of Sheet 14004-C0J. Please provide clarity on this sheet (14004-C02) reiterating that statement with
consideration of RFI B-18.
The correlation of the Top of Waste notation has been expanded and the precision adjusted on
Engineering Drawing 14004-C02 has been revised.
Page 7 of22
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E ERGYSOWTIONS
Mr. Doug Hansen
CD-2023-264
Decemb er 29, 202 3
B-27: Ditch invert measures to be a high point in between the Northeast corner invert and
Southeastern corner invert. Please clarify or revise the dimensions with consideration of RFI B-18.
The Ditch measurements in between the Northeast and Southeastern comers has been revised
and the precision adjusted on Engineering Drawing l 4004-C02.
B-28: Leader indicates "GROUND LEVEL" and is inconsistent with the nomenclature used in sheet
14004-C0J. Please refer to RFI B-19 and revise to maintain consistent language throughout these
drawings.
Consistent nomenclature has been used in Engineering Drawings l 4004-C02 , and l 4004-C03 .
B-29: Detail callout should indicate "REVERSE" or similar. Please revise.
The orientation of the detail callout has been revised on Engineering Drawing 14004-C02 .
B-30: Detail callout is not "REVERSE" orientation as indicated in Sheet 14004-C03. Please revise.
The orientation of the detail callout has been revised on Engineering Drawing 14004-C02.
B-31: Section view indicates North is to the left and South is to the right. Please revise title of section
or reorient the section and associated callouts.
Section title on Engineering Drawing 14004-C02 has been revised.
B-32: It is unclear if Detail 2 on Sheet 14004-C0S also indicates the Cover Detail that will be
implemented along the alignment of the CREST. Please callout Detail 2 at the crest (where and if
applicable) and revise the title of Detail 2 or create a detail similarly to Detail 2 indicating the cover
design and tie-ins.
Detail 2 has been called out at the crest and its title revised on Engineering Drawings 14004-
C02 and 14004-C0S.
B-33: It is unclear as to what dimension varies here. Are the Clay Liner and Liner Protective Cover the
varying dimension keying into existing grade? Are these dimensions generally unknown? Please
elaborate or provide notes on this sheet.
Engineering Drawing l 4004-C03 has been revised to clarify the dimensional key ins .
B-34: Please elaborate on "natural soil" grade and slopes in Section C to establish minimum
excavation dimensions. This can affect the constructability of the Borrow Material backfill and
compaction operations as well as tie-ins with the cover system.
Engineering Drawing l 4004-C03 has been revised to clarify the descriptions for grading and
slopes.
B-35: Please revise to maintain consistency with nomenclature utiliz ed throughout Application.
Application text refers to "SIDE ROCK" as "side-slope riprap" and Appendix M utilizes "Side Rock."
This is particularly inconsistent when it comes to Detail 4 on this sheet where, technically, this is no
longer part of the Side-Slope.
The nomenclature utilized on Engineering Drawings 14004-C03 and 14004-C0S have been
revised.
Page 8 of22
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E ERGYSOLUTIONS
Mr. Doug Han sen
CD-2023-264
December 29, 202 3
B-36: Please provide clarification as to the correct nomenclature of this fill. Throughout the plans the
backfill has been denoted as "CLEAN FILL"; however, this note suggests that the "CLEAN FILL"
contains engineered parameters or a potential for contamination. Additionally, consider renaming this
backfill to not confuse assumptions that the fill is not contaminated nor possesses radiological
contamination.
Clean Fill is defined in the Federal Cell Facility Construction Quality Assurance/Quality
Control Manual. The nomenclature has been clarified on Engineering Drawing 14004-C0 1.
B-37: Please maintain consistent dimension call out with Detail Con Sheet 14004-C03.
The dimensions on Engineering Drawing 14004-C03 have been re vised .
B-38: Detail Con Sheet 14004-C03 notes a minimum distance of 45 'from Ditch Centerline to Road
Centerline. This suggests there should be a minimum distance required between the Ditch Centerline
and the Inspection Road Centerline. If that is a correct assumption, a minimum criterion should be
established here.
The ditch and inspection road dimensions have been clarified and expanded on Engineering
Drawing 14004-C03.
B-39: Has grading the "shoulder" of these inspection roads to slope towards the ditches been
considered? This cross section and other details have exhibited a visual of a slope. Please provide detail
on the dimensions of these slopes to better visualize and understand the intent of a 12" raised roadway
from "borrow material. "
The dimensional detail for inspection road slopes has been revised and expanded on
Engineering Drawing 14004-C03 .
B-40: Is there an assumption that all the material between the existing lle.(2) embankment and the
proposed footprint of the Federal Cell must be excavated to the edges of Clay Liner? There is no true
delineation of what currently exists and how Energy Solutions intends to tie into existing conditions.
Please provide information to clarify.
The existing conditions between the existing 1 le.(2) embankment and proposed Federal Cell
Facility have been clarified and expanded on Engineering Drawing 14004-C03 .
B-41: Note (5) of sheet 14004-C0J should be reiterated on this sheet to provide clarity that the lle.(2)
dimensions displayed herein are approximated and will be clarified in the lle.(2) License Drawings.
Additionally, please see RFI B-18.
The detail of 1 le.(2) dimensions and its present-day completeness are the subject of Radioactive
Material License UT2300478 and independent of the Federal Cell Facility Radioactive Material
License Application. The process and timing for closure of the 1 le.(2) embankment is solely
governed by conditions in License UT2300478. If approved, construction and operation of the
proposed Federal Cell Facility will proceed in accordance with the license granted in response
to that Application and will similarly be independent of operation or closure of the 11 e.(2)
embankment. Even so , Note (5) from Engineering Drawing 14004-C0I has been repeated on
Engineering Dra wing 14004-C04 in response to the director 's preference.
Page 9 of22
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E 1 ERGYSOLUTIONS
Mr. Doug Han sen
CD-2023-264
December 29 , 2023
B-42: The "CLOSURE FENCE TYP" was called out per Detail C of Sheet 14004-C03; however, it is
unclear where the fence line is located on this plan view. It is known that a present-day existing fence
exists on the west and south sides of the cell but not on the north side. Please indicate where proposed
fence line will be located. Additionally, elaborate on Detail C of Sheet 14004-C03 to note which sides of
the cell the fence line should be considered for this detail.
The fence line location and cell boundaries have been clarified on Engineering Drawings
14004-C0l and 14004-C03.
B-43: The limits of construction that are under the lle.(2) license and the Federal Cell license are not
clearly defined in this cross section. Please provide clarity if the road and ditches between the cells are
part of their respective licenses and/or showcase the delineation within this plan set.
The limits of construction between the 1 le.(2) and Federal Cell Facility hav e been clarified on
Engineering Drawing 14004-C04 .
B-44: No cross-section nor detail suggests that the filter zone will rest on the "natural ground."
Criteria should be established for sub grade material upon which cover material shall be placed atop.
Please review RFI B-34.
Filter zone and subgrade detail have been added to Engineering Drawing 14004-C0S .
B-45: The "-8" and "-6" within these leaders should be an exponent.
The exponentials noted are correct on Engineering Drawing 14004-C0S and of equivalent
format to that used on legacy Engineering Drawings since 1990 . The Clive Site Engineer
elected to use this legacy design to make it clear to the reader. The U .S. Nuclear Regulatory
Commission (NRC) is silent in 10 CFR 61 , NRC 's NUREG-1999 and NUREG-1200 on a
prohibition on the use of this exponential format to assist readers. Additionally, no such
prohibition has been promulgated in Utah Administrativ e Code R313-25. Even so , the
exponential notation has been adjusted on Engineering Drawing 14004-C0S in response to the
director 's preference.
B-46: Note (2) can potentially leave ambiguity to the seeding methodology. IfEnergySolutions
proposes seeding within the plan set, please provide additional information on "approved seed mixture
and method" or reference where the reader may locate this information.
Note (2) has been clarified on Engineering Drawing 14004-C0S .
B-47: Linework is not noted in the Legend or called out on the plan.
Linework has been added to the legends on Engineering Drawings 14004-L0l and 14004-U0l.
B-48: The scale does not appear to be correct. Please provide full-size sheets to the Division to verify
scale and/or revise sheet to correct scale.
The scale notation has been corrected on Engineering Drawings 14004-L0l and 14004-U0l.
Page 10 of22
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E ERGYSOLUTIONS
Mr. Doug Hansen
CD-2023-264
December 29, 2023
B-49: Refer to RFI B-13. Additionally, please reiterate Note (2) of sheet 14004-C0l to provide clarity in
this sheet of the characteristics of the Clive Monument as a control point for these coordinates.
The Clive Monument was established as a positioning central point to support a separate
radioactive material license granted prior in 1994 and is not being adjusted to support the
proposed Federal Cell Facility. However, the scale notation has been corrected and Note (2)
added on Engineering Drawings 14004-U0l and 14004-002.
B-50: According to Section 3.1.11 within the text of the Application, the "Buffer Zone" is defined as
"[ ... ] buffer zone must be no less than 100 ft between the rectangle defined by the four control points
that define the cell limits on Engineering Drawing 14004-U0l (Appendix B) and the perimeter fence."
It is unclear on this Sheet if the Buffer Zone adequately meets this minimum requirement due to the
questionable scale of the drawing (refer to B-48), lack of dimensional ca/louts, and any additional
notes that may provide clarity on the requirements that are highlighted in the text or relating
Appendices. Please provide clarity on these characteristics at a minimum.
The Buffer Zone location has been clarified on Engineering Drawing 14004-L0l.
B-51: Please consider a different line weight and type for the "FEDERAL CELL LIMITS." Line is
utilized in incorrect ways within each of these cross sections.
This request includes a declarative statement that the "[l]ine is utilized in incorrect ways within
each of these cross sections." The U.S. Nuclear Regulatory Commission (NRC) is silent in 10
CFR 61, NRC's NUREG-1999 and NUREG-1200 on a definition of a "correct way" lines are to
be used within these cross sections. Similarly, no such definition has been promulgated in Utah
Administrative Code R313-25. Even so, the line weights and types have been adjusted on
Engineering Drawing 14004-002 in response to the director's preference.
B-52: It is unclear why these dimensions are approximated, and lack of dimensional call outs exists
within these cross sections. These dimensions must indicate minimum/maximum dimensions to satisfy
minimum/maximum design requirements as stated within the text of the Application and Appendices.
Ambiguity within these dimensions can lead to misinterpretations of the limits of Depleted Uranium.
Additionally, please provide clarifications of the dimensions and vertical offsets.
The dimensional precision has been unified and expanded on Engineering Drawing 14004-002 .
B-53: This text refers to two different lines; however, it is unclear which paragraph is referring to a
specific line. Please revise this sheet to contain two separate leaders for each paragraph and lead to
associated linework.
The leaders and linework have been revised on Engineering Drawing 14004-U0S (which has
replaced 18008-004).
Page 11 of22
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E ERGYSOLUTIONS
Mr . Doug Han sen
CD-2023-264
Dece mber 29 , 2023
B-54: This sheet lacks a Legend to provide clarification of the representation of the linework on this
sheet
A legend has been added to Engineering Drawings 14004-005 , 23007-C0l , 23007-C02 , 23007-
C03 , 23007-C04, 23007-C05 , 23007-C06, 23007-C07 , 23007-C08, 23007-C09, 23007-Cl0, and
23007-G02 (engineering drawing package 23007 has been reindexed from package 20005).
B-55: The scale appears to be green. Please revise scale or provide clarification as to the significance
of having the scale in this format.
The licensed embankment scales are placed and graduated correctly on Engineering Drawings
14004-U05 ,23007-C01 ,23007-C02 ,23007-C03,23007-C04,23007-C05 ,23007-C06,23007-
C07 , 23007-C08 , 23007-C09, 23007-ClO , and 23007-G02 (engineering drawing package 23007
has been reindexed from package 20005). The Clive Site Engineer elected to apply green
highlight to the scale marker as an aid to the reader. The U .S. Nuclear Regulatory Commission
(NRC) is silent in 10 CFR 61, NRC 's NUREG-1999 and NUREG-1200 on a prohibition on
such use of colored scale markers to assist readers. Additionally, no such prohibition has been
promulgated in Utah Administrative Code R313-25 . Even so , the scale appearance has been
revised on Engineering Drawing 14004-005, 23007-C0l , 23007-C02 , 23007-C03 , 23007-C04,
23007-C05 , 23007-C06 , 23007-C07 , 23007-C08 , 23007-C09 , 23007-Cl0 , and 23007-G02
(engineering drawing package 23007 has been reindexed from package 20005) in response to
the director 's preference.
B-56: Font is very small and illegible for many of the cal/outs and text within linework. Please revise
sheet to a consistent format scale so text is clear and legible.
The text format has been increased on Engineering Drawing 23007-C0l , 23007-C02, 23007-
C07 , and 23007-C 10 ( engineering drawing package 23007 has been reindexed from package
20005).
B-57 : Please identify this object.
Object descriptions have been added to Engineering Drawings 23007-C02 and 23007-C05
( engineering drawing package 23007 has been reindexed from package 20005).
B-58: Please provide the timeframe for when these aerial images were taken to provide insight to the
timeline of construction of the utilities at the facility .
Condition 10.D of Radioactive Material License UT2300249 requires annual aerial surveys be
performed. The timeframe for when aerial images were taken has been noted on Engineering
Drawing 14004-U05, 23007-C0l, 23007-C02 , 23007-C03, 23007-C04 , 23007-C05 , 23007-C06 ,
23007-C07 , 23007-C08 , 23007-C09, and 23007-Cl0 (engineering drawing package 23007 has
been reindexed from package 20005).
Page 12 of22
~
ENERGY SOLUTIONS
Mr. Doug Han sen
CD-2023-264
Dece mb er 29 , 2023
B-59: The purpose of this drawing sheet appears to be to orient the reader to match the linework
through each map. Please consider the following:
a. Hide text and irrelevant linework on this sheet to provide a clearer picture for the reader of the
facilities and delineated Utility Map sections.
b. Provide Matchlines on the respective sheets so that it is clear to the reader the orientation of each
Utility Map.
The linework and matchlines have been revised on Engineering Drawing 23007-G02
( engineering drawing package 23007 has been reindexed from package 20005).
General Notes and Overarching RFis:
1. The Groundwater monitoring plan does not address influences of the Federal Cell construction
with existing surrounding infrastructure (such as CAW and 1 le. (2)). No plan sheet suggests that
new Groundwater Monitoring devices will be installed as a result of this new facility. If
EnergySolutions proposes to install additional monitoring devices (of any kind), there should be a
plan sheet indicating proposed installation location, device type, depths (if applicable), etc.
A modification to Groundwater Quality Discharge Permit UGW450005 has been requested to
reflect depiction of the Federal Cell Facility on the applicable Engineering Drawings. The
modification requests that existing wells GW-57, GW-28, GW-58 , and GW-63 be designated as
upgradient to the Federal Cell Facility and existing wells GW-26 , GW-94 , GW-95 , GW-27, and
GW-27-D considered for downgradient compliance monitoring of the Federal Cell Facility (in
accordance with UAC R315-308-2(2)).
2. Air monitoring radiological "array" is not clear. The array is depicted from the center of the Class
A West Cell. For this application, there should be a focus on the Federal Cell and proposed
monitoring instrumentation to justify the construction of the Federal Cell.
The descriptions on Engineering Drawing 07007-101 have been expanded to clarify the
arrangement of the air monitoring array and monitoring instrumentation currently in use. Low-
volume atmospheric dust monitoring stations are used to evaluate the effectiveness of radiation
safety measures applied during bulk waste management within the Class A West embankment
authorized by Radioactive Material License UT2300249. Since no bulk DU will be managed at
the Federal Cell Facility, current instrumentation and monitoring locations are appropriate to
support the Federal Cell Facility.
3. Based on delineated elevations, surface water appears to be flowing towards the Southeastern
corner of the cell. What is Energy Solutions plan to manage this water from that point?
Condition I.E.7 of the Groundwater Quality Discharge Permit UGW450005 designates as
Priority 1, removal of precipitation falling and/or collecting within the licensed footprint of an
active waste embankment when there is a potential that it may encounter waste. This approach
will be required for the proposed Federal Cell Facility.
Page 13 of22
~
E ERGYSOLUTIONS
Mr. Doug Han sen
CD-2023-264
Dec ember 29, 2023
4. Drawings should be submitted in full size and originally stamped as an official submission. Some
of the scales indicated in this plan sheet could not be verified though appear to be incorrect.
Professional Engineering stamp and certifications have been added to all applicable Engineering
Drawings . The accuracy of drawing scales , set appropriate to accurately represent each
drawings information, have been confirmed .
5. What are the geotechnical characteristics for the "Clean Fill"? Does this "Clean Fill" have a
potential to be contaminated? There needs to be additional elaboration as to the context of "Clean
Fill" throughout these drawings. Additionally, the word "clean" can be misinterpreted as "non-
contaminated. " What are the extents of contamination within the Clean Fill from the contact point
of the Depleted Uranium placement? If it is within the Application, the Drawings do not indicate
any notes or references to provide clarity.
Along with other construction materials used at the Federal Cell Facility, fill characteristics are
described in the Federal Cell Facility Construction Quality Assurance/Quality Control Manual
(Appendix C to the Application).
6. The extents and limits of the Depleted Uranium (waste) placement are delineated on these plans;
however, there is a lack of detail on methodologies of placing the waste within the cell. It is unclear
in both the plans and the text how the waste will be stacked/oriented and backfilled to confirm that
the material is in complete encapsulation from the surrounding environment, provide insight on
the integrity of the backfill, and all additional considerations outlined in NUREG-1200 SRP 3.
Controlled low-strength material (CLSM) and federally generated depleted uranium waste
placement is described in Section 4.3 of the Application , and will proceed in accordance with
Work Element, Depleted Uranium Waste Placement in the Federal Cell Facility Construction
Quality Assurance/Quality Control Manual (see Appendix C of the Application) and procedures
FCF-CH-PR-251 F ederal Cell Fa cility Contain er Management and Dispos al and FCF-LD-PR-
020 Management and Dispos al of FCF (found in Appendix I of the Application)
7. In light of RF/ B-9, there is a question of appropriate scale and accurate geographical location
and orientation throughout this Appendix. EnergySolutions should ensure that the drawings
contain a high level of precision to orient objects and plan view. There are many dimensions on
this sheet that are denoted as "~X". It is assumed that EnergySolutions has approximated these
dimensions. This is unacceptable in a plan set due to the high degree of ambiguity that can occur
during construction and for reviewing information presented in the Application. It is imperative for
Energy Solutions to consider RF/ B-18 for this plan set and establish accurate or minimum and
maximum dimensions for the Division to review with minimal uncertainty ofEnergySolutions'
intentions of construction.
Measurements on Engineering Drawings have been confirmed and precision unified. The "-X"
notation has been removed from all Engineering Drawings.
Page 14 of22
~
ENERGY SOLUTIONS
Mr. Doug Hansen
CD-2023 -264
December 29, 2023
If you have further questions regarding the response to the director 's request of DRC-2023-004939,
please contact me at (801) 649 -2000 .
Sincerely,
Vern C.
Rogers
Vern C. Rogers
Digitally signed by Vern C Rogers
ON: cn=Vern C. Rogers,
o=EnergySolutions, ou=Waste
Management Division,
email=vcrogers@energysolutions.
com,c=US
Date: 2023.12.29 12:57:08 -07'00'
Director, Regulatory Affairs
enclosure
I certify under penalty of/aw that this document and all attachments were prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the information , the information submitted is, to the best of
my knowledge and belief, true, accurate, and co mplete. I am aware that there are significant penalties for submitting false information, including
the possibility of fine and imprisonment for knowing violations.
Page 15 of22
ENGINEERING B-B-
DRAWING 3 4
080 l-G04 -Radiologically X
Controlled Area ;
07007-J0l -Environmental X X
Monitors ;
07007-102 -Groundwater X X
Monitoring Wells;
07007-103 -Fenceline X X
TLDs ;
14004-C0l -Federal Cell
Facility Embankment
Features and Controls ;
l 4004-C02 -Federal Cell
Facility Embankment
Cross Sections;
14004-C03-Federal Cell
Facility-Sections and
Details 1 of3;
14004-C04-Federal Cell
Facility-Sections and
Detail s 2 of3;
14004-C0S-Federal Cell
Facility -Sections and
Details 3 of 3;
14004-L0I-Federal Cell
Facility -Embankment
Location Map and Topo ;
14004-U0I-Federal Cell
Facility -Disposal Cell
Buffer Zone ;
14004-U02-Federal Cell
Facility -Disposal Cell
Waste Limits -Latitudes
and Longitudes;
14004-U03-Federal Cell
Facility -Disposal Cell
Waste Limits -Cross
Sections ;
14004-U0S-Surrounding
Property Ownership Map;
Mr. Doug Hansen
CD-2023-XXX
December 28 , 2023
~
ENERGY SOLUTIONS
Table! -Engineering Drawing Tracking (comments B-3 through B-25)
B-B-B-B-B-B-B-B-B-B-B-B-B-B-B-B-
5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
X
X X
X X X X X
X X X X X X X X X X X
X
X X
X
X
B-B-B-B-B-
21 22 23 24 25
X
X
X X X
X X
X
X
X
X
X
X
X
Page 16 of 22
ENGINEERING B-B-B-
DRAWING 3 4 s
23007-CO I-Site Utility
Ma p I (reind exed fr om
20005 -CO I);
23007-C02-Site Uti lity
Map 2 (rei ndexed fro m
20005-C02);
23007-C03 -Site Uti li ty
Map 3 (re ind exed from
20005-C03 );
23007-C04-S ite Utili ty
Map 4 (re ind exed fro m
20005-C04 );
23 00 7-COS-S ite Util ity
Map 5 (reindexed fro m
20005-COS);
23007-C06-Si te Utili ty
Ma p 6 (reind exed fro m
20005-C06);
23007-C07-S ite Ut ili ty
Map 7 (re in dexed fro m
20005 -C07);
23007-COS -Site Uti li ty
Map 8 (re ind exed fro m
20005 -COS);
23007-C09-Si te Utility
Map 9 (reind exed fro m
20005 -C09);
23007-C I 0-S ite Utility
Map 10 (rei ndexed fro m
20005-C 10);
23007-G02 -Genera l Site
Utili ty Ma p (rei nd exed
fro m 20005 -G02);
B-
6
~
ENERGY SOLUTIONS
B-B-B-B-B-
7 8 9 10 11
B-B-B-B-B-B-B-B-
12 13 14 IS 16 17 18 19
X
B-B-B-
20 21 22
Mr . Dou g Han se n
CD-2023-264
December 29, 2023
B-B-B-
23 24 25
Page 17 o f2 2
ENGINEERING B-
DRAWING 26
080 I-G04 -Radiologically
Controlled Area ;
07007-J0 I -Environmental
Monitors ;
07007-102 -Groundwater
Monitoring Wells;
07007-J03 -Fenceline TLDs;
14004-C0I -Federal Cell
Facility Embankment
Features and Controls ;
I 4004-C02 -Federal Cell X
Facility Embankment Cross
Sections;
14004-C03-Federal Cell
Facility-Sections and
Details I of3 ;
14004-C04-Federal Cell
Facility -Sections and
Details 2 of 3:
14004-C0S-Federal Cell
Facility -Sections and
Details 3 of 3;
14004-L0I-Federal Cell
Facility-Embankment
Location Map and Topo :
14004-U0I-Federal Cell
Facility -Disposal Cell
Buffer Zone ;
14004-O02-Federal Cell
Facility-Disposal Cell
Waste Limits -Latitudes and
Longitudes;
14004-O03-Federal Cell
Facility -Disposal Cell
Waste Limits -Cross
Sections;
14004-U0S-Surrounding
Property Ownership Map;
~
ENERGYSOLUTIONS
Table 2 -Engineering Drawing Tracking (comments B-26 through B-46)
B-B-B-B-B-B-B-B-B-B-B-B-B-B-B-
27 28 29 30 31 32 33 34 35 36 37 38 39 40 41
X X X X X X
X X X X X X X X X
X
X X
B-B-
42 43
X
X
X
Mr. Doug Hansen
CD-2023-264
December 29 , 2023
B-B-B-
44 45 46
X X X
Page 18 of22
ENGINEERING B-
DRAWING 26
2300 7-CO I-S ite Utili ty Ma p
I (re ind exed fro m 20005 -
CO i );
2300 7-C02-Sit e Utility Map
2 (rei ndexed fro m 20005 -
CO2);
23007-C03 -Si te Uti li ty Ma p
3 (re indexed fro m 20005-
C03);
2300 7-C04-Site Uti li ty Ma p
4 (re ind exed fro m 20005 -
C04);
2300 7-COS -Site Utili ty Ma p
5 (reind exed fro m 20005 -
COS);
2300 7-C06-S ite Utili ty Ma p
6 (rei nd exed fro m 20005 -
C06);
23007-C07-Site Utility Ma p
7 (re ind exed fro m 20005-
C07);
23007-COS -Si te Utility Ma p
8 (rei ndexed fro m 20005-
C08);
2300 7-C09-S ite Ut ili ty Ma p
9 (re ind exed from 20005-
C09);
2300 7-C IO-Site Ut ili ty Map
IO (re ind exed fro m 20005-
CIO);
23007-002 -Genera l Site
Utili ty Ma p (rei nd exed fro m
20005 -002);
8-8-
27 28
~
ENERGY SOLUTIONS
8-8-8-8-8-
29 30 31 32 33
8-B-8-8-8-8-8-
34 35 36 37 38 39 40
8-8-8-
41 42 43
Mr. Doug Han se n
CD-2023 -264
December 29, 2023
8-8-8-
44 45 46
Pa ge 19 o f 22
ENGINE ERING DRAWING
080 l-G04 -Radio logica ll y Contro ll ed
Area;
0 700 7-101 -Environm enta l Mo ni tors ;
0700 7-102 -Groun dwater Mo nitori ng
We ll s:
0 7007-103 -Fencelin e TL Ds;
14004 -C0 l -Federal Cell Facili ty
Em bankment Features and Contro ls;
l4004-C02-Federal Ce ll Faci li ty
Embankment Cross Sections;
14004-C03 -Federal Ce ll Facili ty-
Sections and De tai ls 1 of 3;
l 4004-C04-Federal Cell Fac ili ty-
Sections and Deta il s 2 of 3;
l 4004-C05-Federa l Cell Fac ili ty -
Sectio ns and Deta il s 3 of 3;
14004-L0 l-Federal Ce ll Fac ili ty-
Embankment Location Map and Topo ;
14004-U0 l-Federal Cell Fac ili ty-
Dis posal Ce ll Buffer Zone;
14004-U02-Federal Cell Faci li ty-
Disposal Ce ll Waste Limits -Lati tu des
and Lo ngitudes :
14004-U03-Fe deral Cell Facil ity-
Disposal Cell Waste Lim its -Cross
Sections ;
14004-U0S-Surroundi ng Property
Ownershi p Map ;
2300 7-C0 l-Site Utili ty Ma p 1
(re indexed fro m 20005 -C0 l ):
2300 7-C02-S ite Ut ili ty Map 2
(reindexed fro m 20005 -C0 l );
2300 7-C03-S ite Ut ili ty Map 3
(rei nd exed fro m 20005 -C0 l );
~
ENERGY SOLUTIONS
Table 3-Engineering Drawing Tracking (comments B-47 through B-58)
B-47 B-48 B-49 B-50 B-51 B-52 B-53 B-54 B-55 B-56
X X X
X X X
X X X
X X X
X X X
X X X
X X
B-57
X
Mr . Doug Han sen
CD-2023 -26 4
Decemb er 29, 202 3
B-58 B-58
X
X
X
X
Page 20 o f22
ENGINEERING DRAWING
23007-C04-Si te Utili ty Ma p 4
(re in dexed from 20005 -C04);
23007-COS -Sit e Uti li ty Map 5
(rei ndexed fro m 20005 -COS);
23007-C06-Site Ut ility Map 6
(rei nd exed fro m 20005-C06);
23007-C07-Site Uti li ty Ma p 7
(rei nd exed fro m 20005-C07);
2300 7-COS -S ite Utility Ma p 8
(re ind exe d fro m 20005 -COS);
23007-C09-Site Utili ty Ma p 9
(re indexed fro m 20005-C09);
23007-C IO-S ite Utility Ma p 10
(rei nd exed fro m 20005-C IO);
23007-G02 -General S ite Utili ty Map
(rei ndexed fro m 20005-G02);
B-47
~
ENERGYSOLUTIONS
B-48 B-49 B-50 B-51 B-52 B-53 B-54
X
X
X
X
X
X
X
X
B-55 B-56
X
X
X
X X
X
X
X X
X
B-57
X
Mr. Dou g Han se n
CD-2023 -26 4
December 29, 2023
B-58 B-58
X
X
X
X
X
X
X
X
Page 2 1 o f22
~
ENERGY SOLUTIONS
ENGINEERING DRAWINGS
Mr . Doug Hansen
CD-2023-264
December 29 , 2023
Page 22 of22
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~ ADMINISTRATION BUILDING
~ DRAWING SERIES 050.-1
A EAST L1.RW TRUCK UNLOADING FACILITY
'¢" HP SHACK
~ NORTH ACCESS CONTROL SHACK
~ MIXED WASTE SURFACE IMPOUNDMENT
~ DRAWING SERIES 1101-4
~ l.AIIW OPERATIONS BUILDING
~ DRAWING SERIES 9532, 03°"9, 0-401 -4, 04021
~ TRACK A RAIL LOOP
~ DRAWING SERtES 0$02-4
A TRACK B RAIL SIDING
'-:/ DRAWING SERIES 0502-4 <e> INSIDE L1.RW MAINTENANCE SHOP
<e> INSIDE L1.RW MAINTENANCE BAY
A FORMER RAIL CAR ROLLOVER, (DEMOLISHED 2013)
~ DWG SERIES 9512, 0133, 0221, 02-4-4, 0-4001 , 040111
/4). TRACK f2 RAIL WASH FACILITY (DEWOUSHED OCTOBER
V 2011) DRAWING SERIES 9513
A TRACK 14 IIAIL WASH FACLITY
V DRAWINC SERIES 11901, 01007
A EAST SIDE ROTARY FACILITY (NEW FOR 2023)
'if DWG SERIES 111004
A RAIL CAR DIGGING FACILITY (DIGGING TRACK)
V DRAWING SEIIIES 0107
A INTERWODAL UNLOADING FACILITY un STATION
'if DRAWING SERIES 91122
A INTDIIIOOAL UNLOADING FACILITY
V DRAWING SERtES 9705, 0-'003
A TRACK HOE RAMP
V DRAWING SERIES 0107
~ CWF GUARD SHACK
A 97 l.ARW EVAPORATION POND
V DRAWING SERIES 97111, 030113
A PONO DRAIN un STATION
~ DRAWING SERIES 9817, 03013
A MIXED WASTE CONTAINER HOU>ING PAD
V DRAWING SERIES 91103, N34
A MIXED WASTE EAST CONTAINER STORAGE AREA
~ DRAWING SERIES 91103, 91134
A IS l.ARW EVAPORATION POND
V DRAWING SERIES 9504, 030113, OII007
A l.ARW CONTAINER STORACE PAD
V DRAWING SERIES t514
A WEST RAIL SPUR (l.AIIGE COMPONENT TRACK)
V DRAWING SERIES 0241
~ NW RAIL ACCESS CONTROL SHACK
A STORM WATtlt un SUMP
V DRAWING SERIES 09007
A EAST-WEST RAIL SIDING
~ DRAWING SERIES 0$024
~ MAINTENANCE/STORAGE BUILDING
@> UTAH OWIIRC omcE TRAlllR
~ BOX WASHING FACIUTY (DEWOUSIIED 2014)
~ DRAWING S£Rl[S 9121, 1122. 91122
A MIXED WASTE Ol'DIATIOHS IUILDINC
~ DRAWING SERIES 9713, 0240
,o. MIXED WASTE SANO TRANSf'ER
"¢?' ACCESS CONTROL SHACK
A').. MIXED WASTE UNLOADING DOCK
V DRAWING SERIES 9MI
,0. MIXED WASTE Tll£ATMENT BUILDING
~ DWO SERIES 9317,Hlt,0132,0227,0241,0257,03023
,0.. MIXED WASTE CENTRAL CONTAINEII STORAGE AREA
V DRAWING SERIES 9511, 9922
A MIXED WASTE STORAGE (VTI>) BUii.DiNG
"'<Y DRAWING SERIES 9417, 8517, 02411
A BOX COUNTING PAD
'V DRAWING SERl[S 1833
A MIXED WASTE EVAl'OIIATION POND
~ DRAWING SERIES 9102
~ MIXED WASTE EVAPORATION TANKS f225 It f250
V DRAWING SERIES 8111 (DD10USHCD 2013)
A EAST L1.RW TRUCK UNIDADIIIO FACILITY
V DRAWING SERIES 03024. 0404&, 05023
A:I,. 2000 l.ARW EVAl'Ol!ATION POND
V DRAWING SERIES 00011
6
.;(}.. CLASS A NORTH LARGE COMPONENT AREA
V DRAWING SERIES IMOIIO at 10014
A DU STORAGE BUILDING
V ORAWING SERtES 100011
~ S0UTHWCST CORNER EVAPORATION POND
V DRAWING SERIES 9721, 0-'047
~ PNEUIIA TIC REAGENT DELIVERY SYSTEM
~ DRAWING SERIES HIii
~ MIXED WASTE MAINTENANCE WELD SHOP
~ LARGE COMPONENT UNLOADING PAD
V DRAWING SERIES 02-41
A TRUCK SURVEY FACILITY
~ DRAWING SERIES 150011
~ NOIITHWEST CORNER EVAPORATION POND
"if DRAWING SERIES 08021
A SUBSTATION
V DRAWING SERtRES 050511
~ SOUTH ACCESS CONTROL SHACK
~ EAST SIDE RAIL ACCESS CONTROL SHACK
~ SAFETY SUPPLY SHED
~ RESERVED
A PURCHASING/ WAREHOUS[/ IIAINTOWICE BUILDING
"'<Y DRAWING SERIES 030911
~ SOUTH GATE SECURITY SHACK
~ WASTE ASSAY COUNTING SYSTEMS BUILDING
~ MIXED WASTE f'IRE PUMP BUILDING
~ RAIL STORAGE It MAINTDWICE TRACKS
'I:>' (CLIVE RAIL FACIJTY), DRAWING SERIES IIIOOI
A BATCH PUNT (200II RE-LOCATION SHOWN)
V' DRAWING SERIES ~. 04022. 07009
A VITRO STOIIII WATEII OU1'LET
V DRAWING SERIES 8721, 0-'047
~ Elll'TY CONTAINER STORAGE All£AS
A WASTE HAUL ROADS
V DRAWING SERIES 05049
A PEIIIWETER ll0AD
V DRAWING SEIIES 05049
A ROTARY DUMP FACILITY (THAW , ROTARY It WASH)
V DRAWINGS SERIRES 0500I
A METEOIIOLOGICAL STATION
V DRAWING SERIES 01020
A MIXED WASTE RAIL UNLOADING DOCK
V DRAWING SERIES 1402
A QC It GW ~TORIES BUILDING
'<:I' DRAWING SERIES OIIOOI
A CUSS A WEST CONTAINERIZED WASTE AREAS
'<)' DRAWING SEIIES 040IIO It 10014
~ MIXED WASTE SOUTH CONTAINER STORAGE AREA
A MIXED WASTE SOUTHEAST CONTAINER STORAGE AREA
V DRAWING SERIES 03023
A fUEUNG STATION
'Q' DRAWING SERIES 17004
..-0. SHIIEDl)[JI FACILITY
V DRAWING SERIES 05051
~ RESERVED
A DECON ACCESS CONTROL BUILDING
'<Y DRAWING SERIES 05015, OI007
A INTERYODAL CONTAINER WASH FACILITY
'<?' DRAWING SERIES D50011, OI007
A. LARW Ol'ERATIONS TIIUCK WASH PAD
~ DRAWING SERIES 04011
A BULK ST0RAG£ PAD (DDIOUSHED JUNE, 2001)
V DRAWING SERIES 1412
~ LLRW -E YARO
,A L.1.RW OPERATIONS BUILDING
V DRAWING SERIES 07015
~ RAIL GUARD SHACK
~ WATER TOWER (Wn1/SALT WATER SUPPLY)
~ IIMlllESIUM CHLORIDE STORAGE/TIWISF[R
A LADOER TRACK f2
V DRAWING SERIES 07010
NOTE: THE NUIIIIERS LISTED AWolE DO HOT
REPRESENT THE ACTUAL BUILDING NUMBERS
LEGEND
FENCE
RAILROAD
SECTION LINE
PERMITTED EMBANKMEN T LIMITS
EMBANKMENT BREAK LINES
PROPERTY LINE
fi
BUILDING
~ ROAD, IMP ROVED
ROAD , GRAVEL
f. PONDS
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LEGEND
D
A
FENCE
ROAD
PROPERTY LINE
RAILROAD
SECTION LINE
PERMITTED EMBANKMENT LIM ITS
EMBANKME NT EARTHWORK BREAK LI NES
AIR MONITORING STATIONS
SOIL MONITORING STATIONS
360 0 360
P""""'--..
720
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LEGEND
FENCE
ROAD
PROPERTY LINE
RAILROAD
SECTION LINE
6
PERMITTED EMBANKMENT LIM ITS
EMBANKMENT EARTHWORK BREAK LINES
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r-.--iil
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LEGEND
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Ell
£
SECTION LINE
RESTRICTED AREA BOUNDRY
SECTION 29 FENCING
WIND ROSE DIAGRAM , 12 SECTORS (360")
GAMMA (TLO/OSL) MONITORING
STATIONS I
11e.(2) RADIAL SOIL SAMPLE STATIONS
BIRB 1101:JSE ('fLB/OSL)
MOllllORlll8 Slilcll0t45
(REFER TO DWG 07007-JOl
FOR AIR MONITORING STATIONS)
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DITCH INV
EL 42 70.49
DITCH INV
EL 4269.89
1-----------1226.5' ---------------4
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EL 4269 .7 6
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l~EL 4263.69 E OF ~EL 4270.1 0 l~ LI CENSE Q___ ED~ _ _ ,
' -----11 e.(2) WASTE --r---/
---------------------FLOW-... •GW-29
DITCH INV DIRECTION 7 NATURAL /
EL 4269 .64 (TYPICAL) GRADE
DI TC H INV EL ~4275
EL 4269 .6
DITCH INV
EL 4269 .54
•GW -1 03
------PROPERTY LINE
-----FEDERAL CELL FILL BREAKLINES
FEDERAL CELL CLAY LIN ER LIMITS
--11 e.(2) CELL WASTE BREAK LIN ES
----LI NER LIMITS (M IN IMUM)
---------DRAINAGE DITCH CENTERLINE
150 0
....-... 1
NOTES
150 300
I
1. ALL ELEVAT IONS SHOWN ARE FOR TOP OF CLEAN FILL
UNLESS OTHERWISE NOTED .
2 . ALL COORDINATES ARE IN THE LOCAL SITE
COORD INATE SYSTEM WH ICH IS BASED ON THE CLIVE
MONUMENT (SECTION 32 SW CORNER MONUMENT) AT
N 10 ,000 E 10 ,000.
3. THE CALCULATED WASTE/CLEAN FILL VOLUME OF THE
FEDERAL CELL IS 2,597,980 YD', EXC LU DING LINER,
LI NER PROTECTIVE COVER, TEMPORARY COVER AND
FINAL COVER .
4 . REFER TO THE LLRW AND 11e.(2) CONSTRUCTI ON
QUALITY ASSURANCE/QUALITY CONTROL (CQA/QC)
MANUAL FOR MATERIAL AND CONSTRUCT ION
SPEC IFI CATIONS .
5 . THE 11e.(2) EMBANKMENT SHOWS THE LICENSED
WASTE SURFACE (WASTE LIM ITS). REFER TO 11 e.(2)
LICENSE DRAWINGS (20001 SERIES) FOR ADDIT IONAL
DESIGN DETA IL
6 . GROUND WATER WELLS GW-36, GW-37, & GW-38R
ARE NOT INDICATED. PLAN TO REMOVE PRIOR TO
FEDERAL CELL CONSTRUCTION .
7 . NATURAL GRADE ELEVAT IONS REPRESENT GROUND
ELEVATIONS PR IOR TO ANY CONSTRUCTION ACTIVIT IES
THEY ARE INCLUDED FOR REFERENCE ONLY .
.6
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z
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~~~~
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TOE OF
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SLOPE 477 .2 '
TOP SLOPE 399 .3 ' SIDE
TOE OF
FI LL
4
TOE OF
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0
175 .0 ' TOP SLOPE CREST
TOP OF CO,Ea SCOPE .,... I -2 ' TAACE COVER~~-_ _ EL 4314 .S ~ 17
5 .0' 120' MIN DIS
_ -c¢• v-><-' -+.. -· CTWEEN uM,TS
TOP OF COVER
EL
SHOU LDER
FILL BREAK LINE
EL 4297.04
-,«, ~R_i' ~ ~:t,,. cos
~
cos
----SHOULDER
FIL L BREAK LINE / 1
EL 4298.91 f-----!
LINE R PROTECTIV E r COVER ( 1' MIN)
cos
COVER
EL 4304 .3
111111 11 11111111 I Ill I Ill I Ill I Ill l HI 11111. II qn 1111
' ' / ' /
I
-· -----
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ff; I fy
I
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PEAK EL ~4313
OF WASTE
----
\
\__
\
\ ' ~
\
\
\
\
DITCH INV
EL ~4273.5
FINISHED
GROUND
SURFACE
(ELEV VARIES)
FEDERAL CELL
..... ____ /
WEST-EAST \ ~ lle.(2) CELL
==~~ .-~~ss SECTION ~ •
20
' SIM ILAR A
C01
SOUTH SIDE
NORTH PEAK TOP SLOPE ------
1
-SLOPE PEAK CREST ___________ T_____ _ 459 .0' 175 .0 ' SIDE TOP SLOP E 685.1~' ~ SLOPE -4-----425.9' 2 COVER 2
175 .0' COVER COS EL 4314 .2 COS ~ EL 4314.8
TOP OF ~0 097. _,,. ------I ----,,. ~ 7 \ COVER, -/ J ____ _
--------r-T--
COVER
TOE OF
FILL
NOTES
1. REFER TO THE LLRW AND 11 e.(2)
CONSTRUCTION QUALITY
ASSURANCE/QUALITY CONTROL (CQA/QC)
MANUAL FOR MATER IAL AND CONSTRUCT ION
SPECIFICATIONS .
FILL \_/ FILL
EL 4308 .20
EL 4302 .6 2 . THE 11e.(2) EMBANKMENT SHOWS THE
LICENSED WASTE SURFACE (WASTE LIMITS).
REFER TO 11e.(2) LICENSE DRAWINGS
(2000 1 SERIES) FOR ADD ITI ONAL DESIGN
DETAIL SHOULDER
FILL BREAK LINE
EL 4298.59
TOP OF FI LL
CLAY LINER
(2 ' MIN)
EL 4308.81
FEDERAL CELL
.e.
C01
NORTH-SOUTH
HOIIIZONATM. 5CM.£: 1• a2,
YOITICAL SCALI: 1 • • 20'
TOE OF FILL
EL 4262 .33
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PERMANENT [
COVER SYSTEM i
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1 • THICK (MIN)
3
CLEAN FILL
LIM ITS
DITCH
CENTERLINE
(INVERT)
4
INSPECT ION ROAD
CENTERLINE
20' MIN ----i---------45' MIN---------!
20 ' MIN
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DITCH@ COVER
DETAIL COS
~12'--j
INSPECTION ROAD
12" THICK ROAD BASE
COMPACTED TO 95¾
STANDARD PROCTOR
SLOPE ROAD SHOULDERS
AT ~3:1
6
t.lONITOR ING
WELL TYP .
CLOSURE
FENCE
·; (SEE NOTE 2)
rlNISHED
-GROUND
SURfACE
(ELEV VAR IES)
LINER PROTECTIVE-----...._ /, ~/,; -/ 'f / 'r' f =f-
COVER "'-:::;::z;::,,-~ t; 7kR ;'f;'.77,1,· ?'=ri'?', q:::;z;:::;::: < ~7A I I I f I I 7 I ii
"--NATIVE SOIL
CONSTRUCTION EXCAVAT ION Llt.llT
(SEE NOTE 3)
BORROW MATERIAL
COt.lPACTED TO 95"
STANDARD PROCTOR
2' THICK (t.llN) _/
CLAY LINER
18" SIDE SLOPE RIPRAP
flLTER ZONE
SIDE SLOPE fROST
PROTECTION LAYER
WASTE (CLEAN rill)---+--
LINER PROTECTIVE
COVER
CLAY LINER
2
I
---BACKflLL THICKNESS BETWEEN
DITCH flNISH GRADE AND LINER
PROTECTIVE COVER VARY -----t-
t===----V-AR-IES-========-~:::-=-=-=-=-=-=-=-=--~-,
DITCH & ROAD DETAIL TYP.
~--------DITCH TRANSITION ZONE (DISTANCE VARIES) ----------i
SCALE : 1 "=8' -0"
REMOVE OR REWORK
LINER PROTECTIVE COVER
roR RADON BARRIER
CONSTRUCTION
NOTES
1. REFER TD THE LLRW AND 11 e.(2) CONSTRUCT ION QUALITY
ASSURANCE/QUALITY CONTROL (CQA/OC) t.lANUAL FOR
MATERIAL AND CONSTRUCTION SPEClrlCATIONS .
2. RErER TO 14004-COl FOR CLOSURE FENCE ROUTING
ALONG THE WEST AND SOUTH SIDES OF THE EMBANKt.lENT.
CLOSURE FENCE CONNECTS TO THE CLASS A WEST AND
11 e.(2) EMBANKt.lENT CLOSURE FENCES.
3. EXCAVATION LIMITS AND SLOPES FOR LINER CONSTRUCTION
VARY DEPENDING ON FIELD CONDITIONS . FOUNDATION
EXCAVATION EXTENDS HORIZONTALLY A MINIMUM Of 3 FT
BEYOND CLAY LINER LIMITS .
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FEDERAL CELL
CLEAN rill LIMITS
2
DESIGN AND CONSTRUCTION
PER THE rEDERAL CELL LICENSE -
(SEE NOTE 4)
4
DESIGN AND CONSTRUCTION
PER THE 11 e.(2) LICENSE
(SEE NOTE 4)
11 e.(2)
WASTE LIMITS
l---------------------------------120' MIN------___:-----------------------------------------------1
I M~ i-~20' MIN ____ c_E_N_TErR_L_IN_E:_ _______ _ I ~45' MIN
DITCH@ COVER
DETAIL COS
INSPECTION ROAD
CENTERLINE INSPECTION ROAD
12" THICK ROAD BASE
COMPACTED TO 95¾
STANDARD PROCTOR
SLOPE ROAD SHOULDERS
AT ~3:1
\_ NATIVE SOILS
AREA BETWEEN EMBANKMENT
LINERS HAS BEEN PREVIOUSLY
EXCAVATED TO APPROXIMATE
rOUNDATION GRADES
BORROW MATERIAL
COMPACTED TO 95¾
STANDARD PROCTOR
DITCH
CENTERLINE
i--------~25' ______ -J
DITCH INVERT
(ELEVATION VARIES)
DITCH DETAIL BETWEEN CELLS
SCALE: 1 "=8'-0"
NOTES
1. REFER TO THE LLRW AND 1 le.(2) CONSTRUCTION QUALITY
ASSURANCE/QUALITY CONTROL (CQA/QC) MANUAL F'OR
MATERIAL AND CONSTRUCTION SPECIFICATIONS .
2 . EXCAVATION LIMITS AND SLOPES FOR LINER CONSTRUCT ION
VARY DEPENDING ON rtELD CONDITIONS . roUNDATION
EXCAVATION EXTENDS HORIZONTALLY A MINIMUM or 3 rT
BEYOND CLAY LINER LIMITS .
3 . THE 1 te .(2) EMBANKMENT SHOWS THE LICENSED WASTE
SURrACE (WASTE LIMITS). REFER TO 11 e.(2) LICENSE
DRAWINGS (20001 SERIES) F'OR ADDITIONAL DESIGN DETAIL.
•. DEPENDING ON THE CONSTRUCTION SEQUENCE or THE TWO
EMBANKMENTS, THE INSPECTION ROAD AND UNDERLYING
BORROW MAY BE CONSTRUCTED PER EITHER LICENSE.
FURTHERMORE , THE INSPECTION ROAD WILL NEED TO BE
REWORKED DURING THE CONSTRUCTION OF' THE
EMBANKMENT THAT IS COMPLETED LAST .
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18" SIDE SLOPE RIPRAP
12" FILTER ZONE
18" FROST
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CLEAN FILL
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SURFACE LAYER
12 " EVAPORATIVE
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18" FROST
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LAYER
2
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LAYER
CLEAN FILL
4
12" TOP SLOPE
SURFACE LAYER
12" or 5x10-8
Ct.I/SEC RADON
BARRIER
12" or 1x10-6
Ct.I/SEC RADON
BARRI ER
5
COVER MATERIAL SPECI FICATIONS
SURFACE LAYER , TOP SLOPE LAYER :
85¾ UNIT 4 MATER IAL AMENDED WITH 15" (±3¾),
BY VOLUME, GRAVE L GRAVE L IS SPEC IFIED AS
FOLLOWS .
D100 <= 3 INCH
D30 <= .85 INCH (40 mm)
EVAPORAT IVE ZONE LA YER :
UNIT 4 CLAY MATERIAL NO COMPAC TI ON
SPEC IFICAT ION .
FROST PROTECTION LAYER :
BANK RUN COBB LE/GRAVEL/SOIL MATERIA L.
WELL GRADED
0 100 <= 16 INCH
SIDE-SLOPE RIPRAP:
D 1oo = 12 TO 16 INCH
D95 = 8 TO 12 INCH
Dso = 4 .5 TO 8 I NCH
D15 = 2 TO 4 INCH
Os >= NO. 200 SIEVE
FI LTER ZONE
D100 = 1.5 TO 3 I NCH
085 = 1 TO 2.5 I NCH
Dso = 0 .75 TO 2 INCH
D1s = 0 .312.5 TO 0.625 INCH
D10 >= NO. 10 SIEVE (2mm)
Ds >= NO. 200 SIEVE
DETAIL -SIDE SLOPE DETAIL-TOP SLOPE & CREST
NTS TYPICAL SIDE SLOPE
COVER DETAIL
TOP SLOPE
TRANS ITION ZONE
(7' MIN)
FILTER ZONE
WEDGE ~3'
NTS
TOP or COVER
0 SHOULDER
ELEVATION VARIES
TOP or FILL
CLEAN FIL L --1 ELEVATION VARIES ·'"'
DETAIL-SHOULDER
1"=10'
TYPICAL TOP SLOPE
COVER DETA IL
18" SIDE-SLOPE RIPRAP
12" FILTER ZONE
18" FROST
PROTECTION LAYER
12" or 5x10-8
Ct.I/SEC RADON
BARRIER
12" or 1x10-6
Ct.I/SEC RADON
BARRIER
18" SIDE-SLOPE
RIPRAP
NOTES:
1. REFER TO THE CURRE NT APPROVED LLRW & 11 e .(2)
COA/OC MANUAL fOR ADDITIONAL MATERIAL
SPECIFICATIONS , GRADATIONS , CONSTRUCTION AND
TESTING REQUIREMENTS .
2 . SEED THE TOP SLOPE SURFACE LAYER WITH AN
APPROVED SEED MIXTURE AND METHOD, PER THE ABOVE
REFERENCED COA/QC MANUAL
12" FILTER
ZONE
' COMPACTED BORROW
MATERIAL
DETAIL-DITCH OUTER SLOPE
NTS TYPICAL PERIMETER
D ITCH COVER DETA IL
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LEGEND
-• • -• • -SECTION LINE
-----PROPERTY LINE
-----FEDERAL CELL FILL BREAKLINES
----OTHER DISPOSAL EMBANKMENTS
--11 e.{2) CELL WASTE BREAK LINES
300 0 300 600
-•11------
NOTES
1. TOPOGRAPHY IS BASED ON THE OCTOBER 1, 2020
ANNUAL AERIAL SURVEY.
2. THE 11 e.(2) EMBANKMENT IS SHOWN FOR REFERENCE
ONLY. REFER TO 11e.(2) LICENSE DRAWINGS FOR
ADDITIONAL DESIGN DETAIL.
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FINAL
DRAWING
14004
101
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FENCE CONNECTS TO THE
CLASS A WEST EMBANKMENT
CLOSURE FENCE
I
N 1215 1.84 I N 12 19 1.88
E 10252 .84 E 11678.77
N 40· 41 ' 13 .549" N 40· 41' 13.153"
W 11 3" 07' 25 .298" W 113· 07' 06 .788"
3
----------------------
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E 10349.99 E 11576.01 :
N 12089 .11 N 12054.69 / I
~
N 40" 41' 12.533" N 40· 41 ' 12 .193" / j
' W 113' 07' 24 .037" w 113' 07' 08.122" /
~--------------~ ' / I ' /
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LEGEND
--------
BUFFER ZONE LIMITS
SECTION LINE
PROPER1Y LINE
Jr
FEDERAL DISPOSAL CELL LIMITS
FEDERAL CELL BREAK LINES
CLOSURE FENCE
I / \.
/
I / ' \.
i I
i
[ :~ ~ FEDERAL CELL BUFFER ZONE
t CLIVE MONUMENT
N 10000.00
E 10000.00
N 40" 40' 51 .892"
W 11 3" 07 ' 28.581"
I / \. /
I / \. I
I / ' I / \.
~---------------~
N 10169.87 N 10135.44 '\.
E 10296.10 E 11522.12
N 40" 40' 53 .569 " N 40· 40' 53 .228"-----------'\,
W 113" 07' 24. 737" W 113' 07' 08.823" "---.__'
]L
I 11 e. ( 2) CELL LIMITS J
150 0
--.'M
FENCE CONNECTS TO THE
__ __ _\-_)._ ~ ~ LARW EMBANKMENT
---CLOSURE FENCE
N 10072.71
E 10193 .33
N 40" 40' 52 .609"
W 113" 07' 26 .071 "
N 10032.68
E 11 6 19 .27
N 40" 40' 52 .213"
W 113" 07' 07 .563 "
150 300
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N 11909.27
E 10520.0 1
N 40-41' 10 .756"
W 113" 07 ' 21 .830"
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N 10339.89
E 10475.94
N 40' 40' 55.249"
W 113' 07' 22.402"
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N 10000.00
E 10000.00
N 40' 40' 51 .892"
W 113" 07 ' 28 .58 1"
N 12089 .11
E 10349 .99
N 40· 41 ' 12.533"
W 1 13· 07 ' 24 .037"
N 12054.69
E 11576.01
N 40· 41' 12 .193"
W 113' 07' 08 .122"
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N 10169.87
E 10296 .10
N 40-40 ' 53 .569"
W 113· 07' 24.737"
N 10135.44
E 11522.12
N 40· 40' 53.228"
W 11 Y 07 ' 08.823"
/
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CLASS A WEST CELL LIMITS
D.U. WASTE LIMITS
N 11884.67
E 11396.16
N 40' 41' 10.513"
W 113' 07' 10.457"
D.U. WASTE LIMITS
N 10315.29
E 11352 .10
N 40' 40' 55.006"
W 113' 07' 11 .030"
1 le.(2) CELL LIMITS
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LEGEND
FEDERAL CELL LIMITS
------FEDERAL CELL BREAK LINES
---SECT ION LINE
-------PROPERTY LINE
r/7 T l D.U. CYLINDER & DRUM DISPOSAL / / / /1 AREA {D .U. WASTE LIMITS)
'--'----<--c..._~
150 0 150 300 .,1 __ __
NOTES
1. THE 11 e .(2) EMBANKMENT IS SHOWN FOR REFERENCE
ONLY. REFER TO 1 le.(2) LICENSE DRAWINGS FOR
ADDITIONAL DESIGN DETAIL.
2. D.U. CYLINDERS AND DRUMS DISPOSED OF WITHIN THE
FEDERAL CELL ARE LIMITED TO THE AREA SHOWN . All
CYLINDERS AND DRUMS SHALL BE DISPOSED OF AT
OR BELOW THE ORIGINAL GROUND SURFACE (NATIVE
GRADE).
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NATIVE GRADE
LINER PROTECTION LAYER
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LINER
F
U02
NORTH-SOUTH
-H0-----.0:0NATA&. SCAL.£: 1 • •200
vtRTICA&. SCAL[: 1 • a 20'
6
LEGEND
WASTE/CLEAN FILL LI MITS
APPROX IM ATE NAT IVE GRADE
------TOP OF RADON BAR IER
~ TOP OF COVER t ~ s ~ D.U . "'1.INDER & DRUM >SPO"'-
" " AREA (D .U. WASTE LIMITS)
NOTES
1. D.U . CYLINDERS AND DRUMS DISPOSED OF WITHIN THE
FEDERAL CELL ARE LIMITED TO THE AREA SHOWN . ALL
CYLINDERS AND DRUMS SHALL BE DISPOSED OF AT
OR BELOW THE ORIGINAL GROUND SURFACE (NATIVE
GRADE) AND LIMITED TO THE HORIZONTAL AREA UNDER
THE TOP SLOPES .
NATIVE GRADE
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/ SECTION 30 / / I/ / SECTION 29 / / / / /~
f( // E//YSO//S . // ENERGYSOLUTIONS 1/ / :~ ,@, / V/ /1// !i
IV/ / ~// ////1/)t
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~ / / : OF ENERGY : ~r:1/ / SECTION 31 / y~/ / /,! V / :~ V // ENERGYSOLUTIONS / / / /I':""",'/.......,..__,,./ /l~ V / ~
~• I ,,---------7 /7/j ~/yJ. ~, / / / /// !~~;;:} SECTION 32 /(//2
CEU. : ENERGYS
::::¥/_· -~~~-{~>:~½~//////}
SECTION 6
BUREAU OF LAND MANAGEMENT
S 1/2 SECTION 5
BUREAU OF LAND MANAGEMENT
·-··-··--·----·-
SECTION 28
BUREAU OF LAND MANAGEMENT
SECTION 33
--·-··-··-··----·--·-·
SECTION 4
BUREAU OF LAND MANAGEMENT
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• ~ i ·2 SOUTH
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• ··-----------------·-·--·-·-··-·--·-------·--·-----7 8 8 9 -·4 9 10
LEGEND:
EXEMPT WASTE CELL
PERMITTED AREA
ENERGYSOLUTIONS
PROPERTY
SECTION LINE
PROPERTY LINE
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ENERGYSOLUTIONS TO SALT LAKE 64.5 ml / 103.7 km
ENERGYSOLUTIONS TO TOOELE 44.2 ml / 71.1 km
ENERGYSOLUTIONS TO GRANTSVILLE 34.0 ml / 54.8 km
ENERGYSOLUTIONS TO WENDOVER 48. 7 mi / 78.3 km
ENERGYSOLUTIONS TO DELLE 18.3 ml / 29.4 km
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SUBDIVISION DESCRIPTION
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CONTAHS 3,569.125 SQ, FT. OR 81.9l5ACRES (I LOT)
APPROVED
BySt.venJ. Dale, P.L.S. ar 1:06pm, Sep 10, 2022 MVIOBOAAPER.
LS.UCENSEN::1.68615'99
OWNER'S DEDICATION AND CONSENT TO RECORD
KNOWN ALL~ BY nESE Pf!ESENT™T nE UN'.lERS!GtEl AAE. TtE OWtERS Of nE ABOVE OE~BED TRM:T Of LANO, AN::l HEREBY C.WSE THE
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RANGE 11 WEST, SALT LAKE BASE & lERIDIAN
TOOEl.£ COUNTY, UTAH
TOOELE COUNTY RECORDER
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