DRC-2025-001411

299 South Main Street, Suite 1700 ▪ Salt Lake City, Utah 84111
[phone] ▪ Fax: [phone] ▪ www.energysolutions.com
April 30, 2025 CD-2025-085
Mr. Doug Hansen Director Utah Division of Waste Management and Radiation Control
195 North 1950 West
Salt Lake City, Utah 84114-4880 Subject: Radioactive Material License UT2300249 Radioactive Material License UT2300478
EPA ID Number UTD982598898
2024 Combined Surety Annual Review, Class 1 Permit Modification, and LLRW and 11e.(2) License Amendment Requests Dear Mr. Hansen,

EnergySolutions hereby provides the annual surety review (closure cost estimate) developed in accordance with Condition 73 of Radioactive Material License UT2300249, Condition 9.13 of Radioactive Material License UT2300478, and Condition II.O.2 of Module II, General Facility Conditions, in the state-issued Part B Permit. A Class 1 Permit Modification is being requested
to reflect the updated closure cost estimate in the state-issued Part B Permit. Additionally,
EnergySolutions requests license amendments to both Radioactive Material Licenses UT2300478 and UT2300249 to change their listed surety values. In a letter dated March 5, 2025 (DRC-2025-000720) the Division approved EnergySolutions
February 14, 2025 (CD-2025-027) request to extend the due date (60-days) due no later than
May 1, 2025. The basis for the 2024 annual review is the 2020 annual review (5-year review) that was approved by the Director in a letter dated December 20, 2022. The following documents are
provided in this annual review:

• 2024 Annual Review Narrative
• 2024 Engineering Analysis
• Revised Surety Calculations for 11e.(2), LLRW, and Unrestricted Areas
o Including the Consumer Price Index (CPI) Inflation Calculator calculation for 11e.(2)

Mr. Doug Hansen CD-2025-085 April 30, 2025 Page 2 of 3

299 South Main Street, Suite 1700 ▪ Salt Lake City, Utah 84111 [phone] ▪ Fax: [phone] ▪ www.energysolutions.com
• Updated Combined Surety Summary with a comparison to currently approved
sureties
• Revised state-issued Part B Permit Attachments II-7-1, and II-7-2 A compact disc (CD) is also attached. The compact disc contains all of the information above plus spreadsheets of the calculations in the cost estimates and surety summary.
This modification to the state-issued Part B Permit is being submitted as a Class 1, with prior approval of the Director, in accordance with the Appendix I table in R315-270-43, Modification D.1.a., changes to the Closure Plan - estimate of maximum extent of operations. This modification only affects Attachments II-7-1, Overall Facility Closure Cost Summary and II-7-2,
Closure Cost Estimate – Mixed Waste Details. The 2024 annual review revised surety cost estimates are as follows:

Facility Current Cost Estimate 2024 Revised Cost Estimate
11e.(2) $11,400,410.04 $11,708,616.55
LLRW $58,429,222.14 $57,242,415.94
MW $23,817,901.96 $25,387,618.12
Total $93,647,534.15 $94,338,650.61
Unrestricted Areas $3,826,621.49 $3,924,291.66
A surety item by item comparison of costs is provided in the Updated Combined Surety
Summary. Specific changes are described in the 2024 Annual Review Narrative and the 2024
Engineering Analysis and are highlighted light blue in the individual facility surety calculations (including Attachment II-7-2). EnergySolutions requests conditions 73.C. of Radioactive Material License UT2300249 and 9.15
of Radioactive Material License UT2300478 be amended to reflect 2024 updated combined
annual surety total and the LLRW and 11e.(2) subtotals, respectively.

Mr. Doug Hansen CD-2025-085 April 30, 2025 Page 3 of 3

299 South Main Street, Suite 1700 ▪ Salt Lake City, Utah 84111 [phone] ▪ Fax: [phone] ▪ www.energysolutions.com
Within 60 days of approval of the 2024 Annual Surety Review, EnergySolutions will amend financial instruments accordingly. Check number 115403 for $1,000 is included for
administrative costs associated with this permit modification request. Should there be any
questions, please contact me at 801-649-2043. Sincerely,

Steve D. Gurr Environmental Engineer and Manager

enclosures
I certify under penalty of law 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 responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.
Digitally signed by Steve D.
Gurr
Date: 2025.04.30 15:52:40
-06'00'

Clive Combined Surety

2024 Annual Review

Narrative

April 29, 2025

April 29, 2025 2024 Surety Annual Review Page 2 of 27
OVERVIEW

The EnergySolutions Clive Facility consists of three individually licensed/permitted facilities:

x 11e.(2) – Radioactive Material License UT2300478
x LLRW – Radioactive Material License UT2300249
x MW – state-issued Part B Permit for EPA ID Number UTD982598898

The Surety is intended to protect the State of Utah from having to provide funding for the closure
of the Clive Facility. The Surety provides adequate monies for site decommissioning and
reclamation if EnergySolutions is unable to provide funds at the time of closure. The amount is
such that the area covered within the surety could be closed to the standards approved by the
State of Utah, Division of Waste Management and Radiation Control (DWMRC). As closure of
each of these facilities will occur concurrently, a combined surety estimate was begun in 2015
and approved in late 2016.

The Surety conservatively estimates the amount of funding that would be required to:

x Decontaminate, treat, and/or dispose of all contaminated equipment, structures, and soils;
x Place all waste material in the appropriate disposal embankment;
x Close the embankment(s) as outlined in EnergySolutions’ Permit and Licenses; and
x Complete required post-closure monitoring, inspections, and long-term surveillance (100
years).

The Surety is reviewed annually to account for inflation or any changes in activities or design.
The 2020 Surety (5-year review) was approved on December 20, 2022. To avoid overlap of
future Surety updates/reviews, EnergySolutions and the Division agreed to combine the 2021 and
2022 Surety into one submission for review and approval. The 2021 and 2022 Annual Surety
Review was approved on September 27, 2023. The 2023 Annual Surety Review was approved
on February 24, 2025. This 2024 Annual Surety Review Submission has been added to those
approved numbers to account for inflation and changes in activities and design and will ensure
that the amount is adequate to fund the decommissioning of the Clive Facility if EnergySolutions
is unable to close the embankments.

April 29, 2025 2024 Surety Annual Review Page 3 of 27

FINANCIAL MECHANISMS

EnergySolutions has secured financial mechanisms to fund premature closure and post closure
projects meeting NRC’s guidance in NUREG-1757, Consolidated Decommissioning Guidance,
Volume 3, February 2012, and Regulatory Guide 1.202, Standard Format and Content of
Decommissioning Cost Estimates For Nuclear Power Reactors, February 2005. These financial
mechanisms also comply with the requirements listed in Criterions 9 and 10 of 10 CFR Part 40,
Appendix A, as incorporated into Utah Administrative Code (UAC) R313-25-31 and in UAC
R315-264-140 through 151.

EnergySolutions’ annually reviews the financial surety to assure that the total surety is sufficient
to account for inflation, price adjustments, and changes at the facility.

Even though premature closure of the site has been combined into a single operation, compliance
with applicable regulatory requirements necessitates separate financial mechanisms for areas
operating under unique permit- and license- regulatory standards.

There are five bonds in place for premature closure surety of the Clive site, one each for the
Uranium and Thorium Mill Tailings (11e.(2)) and Mixed Waste (MW) Facilities and three for
the Low-Level Radioactive Waste (LLRW) Facility. Details of these bonds are as follows:

License Bond
Number Holder Amount Effective
Date
11e.(2)
RML UT2300478 800003622 Atlantic Specialty
Insurance Company

$11,400,410.04

3/26/2025
MW
Permit
UTD985298898
800003621 Atlantic Specialty
Insurance Company $23,817,901.96 3/26/2025
LLRW
RML UT2300249
800009823 Atlantic Specialty
Insurance Company $15,428,627.30 3/26/2025
800056023 Atlantic Specialty
Insurance Company $13,103,162.92 12/12/2023
SUR0028935 Argonaut Insurance
Company $29,897,431.92 11/22/2019

April 29, 2025 2024 Surety Annual Review Page 4 of 27

APPROACH

EnergySolutions has followed U.S. Nuclear Regulatory Commission (NRC), State of Utah, and
U.S. Environmental Protection Agency (EPA) guidelines in developing this Surety.

x NRC instructs that surety calculations should include, “a detailed site-specific cost
estimate for decommissioning, based on the costs of an independent contractor to
meet the criteria for unrestricted use in 10 CFR 20.1402” (U.S. Nuclear Regulatory
Commission. (2012), Consolidated Decommissioning Guidance: Financial Assurance,
Recordkeeping, and Timeliness – Final Report, NUREG-1757, Volume 3, Revision 1,
February 2012).

x The Utah Environmental Quality, Waste Management and Radiation Control,
Radiation rules in R313-25-31(1)(b) states “[T]he applicant’s cost estimates shall
take into account total costs that would be incurred if an independent contractor were
hired to perform the closure and stabilization work.”

x The Utah Environmental Quality, Waste Management and Radiation Control, Waste
Management rules in R315-264-140 through 151 which includes the following
statement in R315-264-142(a)(2): “[T]he closure cost estimate shall be based on the
costs to the owner or operator of hiring a third party to close the facility.”

Furthermore, current Utah Code 19-3-104(12)(f)(ii) allows the following option for a Licensee or
Permittee to determine closure and post closure costs:

“(A) for an initial financial assurance determination and for each financial assurance
determination every five years thereafter, a competitive site-specific bid for closure
and post closure care of the facility at least once every five years; and

(B) for each year between a financial assurance determination described in Subsection
(12)(f)(ii)(A), a proposed financial assurance estimate that accounts for current site
conditions and that includes an annual inflation adjustment to the financial
assurance determination using the Gross Domestic Product Implicit Price Deflator
of the Bureau of Economic Analysis, United States Department of Commerce,
calculated by dividing the latest annual deflator by the deflator for the previous
year;”

Based on these regulatory requirements, EnergySolutions has consolidated premature closure
activities under a single Surety Evaluation, competitively bid by two independent consulting
firms that perform similar work across the United States.

April 29, 2025 2024 Surety Annual Review Page 5 of 27
After the initial estimates were confirmed similar, one of the independent consulting firms
remained under contract to discuss and revise the bid to meet requests of the DWMRC.

In accordance with Utah Code 19-3-104(f)(ii)(B), the 2024 calendar year review accounts for
current site conditions and inflation.

The DWMRC has provided the inflation factor of 1.025 for the 2024 calendar year. These
multipliers were applied to the revised 2024 analysis to appropriately adjust for inflation.

Revised material and labor quantities are described in the 2024 Engineering Analysis (dated
April 23, 2025) and summarized below:

April 29, 2025 2024 Surety Annual Review Page 6 of 27
PHYSICAL ELEMENTS INCLUDED IN THE SURETY
REVIEW

This section presents a summary of each decommissioning activity (item) in the currently
approved sureties. The numbering and titles in this summary are consistent with existing surety
sections. Each summary includes the general location of the item; a description of the item;
activities necessary for the item to be decommissioned. Any changes to each item associated
with this 2024 annual review are also provided in this narrative. All references to construction
specifications are as required by the appropriate Construction Quality Assurance / Quality
Control (CQA/QC) Manual. Details of premature embankment design and construction are in
the accompanying Engineering Analysis.

11e.(2) Facility

1. Facility Decommissioning
This item includes assumptions regarding the decommissioning of buildings and
equipment decontamination at the 11e.(2) facility. There are no buildings or equipment
associated solely with the 11e.(2) Facility. Costs for buildings and equipment are
contained within specific decommissioning areas for the LLRW and MW Facilities.
Therefore, this surety item has no cost.

2. Placement of Material
This item includes the maximum volume of material that is allowed on-site in container
or bulk storage awaiting disposal. Radioactive Material License UT2300478 limits the
volume of stored material on site to 10,000 cy in bulk storage and up to 1,000 cy in
railcars waiting to be offloaded. All material in storage will be offloaded and placed in
the 11e.(2) embankment in accordance with current construction requirements. This
surety item assumes the maximum volume allowed is in storage at the time of closure.
This item also includes the removal and replacement of overbuild wastes created during
operations of the facility.

2024 Changes: The current amount of overbuild material that would need to be moved at
the time of closure is approximately 16,171 cubic yards (see row 22 of the calculations
spreadsheet) and the 2024 Engineering Analysis.

3. Liner/Liner Protective Cover
This item includes the use of clay and soil materials to construct the cell liner and cover
materials necessary to complete closure of the 11e.(2) embankment. This activity
includes the excavation of native clays and soils from surrounding areas and placement in
the embankment to specification and design. The currently approved (smaller design)
does not include anymore liner to be built, therefore remaining liner remains zero.
April 29, 2025 2024 Surety Annual Review Page 7 of 27

100. Restoration of Grade
A portion of the 11e.(2) embankment footprint has been pre-excavated below
surrounding natural grade. Excavated areas within the 11e.(2) embankment that are not
used for waste placement will be backfilled and contoured to grade. To complete this
task, native soils from surrounding areas will be excavated, hauled, and used to backfill
and restore the area to grade.

2024 Changes: During 2024, Restoration of grade in Area 1 increased from 262,025 sq ft
to 267,548 sq ft.

101. Settlement Monitoring
In accordance with 11e.(2) embankment construction requirements, temporary cover is
placed to specification over the waste and settlement monuments placed on a 140 to 150
foot grid over the top slope of the embankment (shown in Figure 4 of the LLRW and
11e.(2) CQA/QC Manual). The temporary cover is a one-foot-thick layer of native soil
that must be monitored for settlement prior to final cover construction. The analysis for
this item includes the cost of excavation and placement of the required volume of native
soil (and overburden) along with the purchase and placement of settlement monuments.
The item also includes costs of monument surveys and engineering reviews for the
required one year of settlement monitoring.

200. Cover Construction
This item includes construction of the final cover over the embankment, roads and
drainage ditches around the embankment, and the installation of permanent fencing and
monuments for the embankment. The final cover design is as described in the plan
drawings of Radioactive Material License UT2300249. This cover consists of several
elements including radon barriers, a filter zone, and an erosion control barrier. Radon
barrier material is excavated from adjacent sections owned by EnergySolutions. Rock is
imported from the Bureau of Land Management (BLM) quarry located approximately
five miles north of the facility. The rock will need screened to meet the gradation
requirements of the design rock layers. The final cover area is based on the premature
closure plan and is updated each year as part of the annual Surety review. Re-
examination of the cover area during the 2024 as-built process is detailed in the 2024
Engineering Analysis and indicates no changes in 2024.

201. Stockpiles of Closure Assets
Stockpiled cover materials are credited in the LLRW surety. No credit is taken in the
11e.(2) surety.

203. Groundwater Restoration and Well Plugging
This item provides for the restoration of aquifers that may have been contaminated by the
operations of the tailings impoundment although the facility is designed to minimize any
contamination of the aquifer from its current background levels. This item is
April 29, 2025 2024 Surety Annual Review Page 8 of 27
recommended in NUREG-1757 (NRC, 2012). This item includes the installation of new
wells and a pump and treat system for the potentially contaminated groundwater.

LLRW Facility

1. Staging Area
The staging area that will be used during decommissioning of the site will be located in
the area of the existing administration buildings within Section 29. The staging area is the
area where site access, temporary office buildings, and personnel change facilities will be
located during closure activities. Staging for all decommissioning activities will be
centralized. This forecast is developed using "Unit Prices" that include the cost for
equipment, labor, and other relevant costs as necessary.

2. Administration Building
This is the original site administration building that has been demolished and
contaminated material appropriately disposed. Cost items remaining under this item
address excavation of contaminated soil and roads in this small area.

3. LARW Operations Building
This item is for demolition of the metal two story structure located east of the LLRW
Operations Building. The LARW Operations Building previously housed the site offices,
change facility, access control, and personnel radiation equipment for the facility. This
item includes the demolition and disposal of the LARW Operations Building and
surrounding structures; as well as excavation of contaminated soil and roads, and the
associated parking lot within the restricted area. Although specific building details are
noted in the calculations sheet, the costs are based on demolishing the building as a whole
with large equipment and then managing the debris and soil generated from the
demolition. The total debris and soil volumes generated for this and all other Surety items
are summed in line item 186, Disposal Volumes and Liner Construction. Debris is
expected to be shredded in the shredder facility and disposed in soil lifts in the LLRW
Embankment.

This item also includes appropriate volumes of backfill soil for restoration of the
excavation area to grade level.

5. Rollover Area
This is the area from the northeast corner of the Vitro cell north and east to the edge of
Section 32. The former rollover structure has been demolished and the excavation filled
in. This item includes the excavation of the minor remaining contaminated areas.
Excavation of all of the contaminated soil was completed in 2022.

April 29, 2025 2024 Surety Annual Review Page 9 of 27
6. Rollover Enclosure
This item includes the demolition and disposal of the MCC support building, and removal
of a retaining wall (approximately 150’ long x 7’ high) associated with the former
rollover structure. The MCC support building was demolished in 2021. Small amounts of
soil removal and backfill remain in this section as a conservative approach.

7. Container Storage Pad and Evaporation Ponds
This item encompasses the area on the east side of the facility from the south edge of the
container storage pad to the rollover area and from the edge of the Vitro cell east to the
section line. This item includes the 1995, 1997, 2000, and Northwest Corner evaporation
ponds within the restricted area but excludes the MW pond. Decommissioning activities
include excavation of these areas. All material generated will be hauled and disposed of
in the LLRW Embankment.

8. Equipment Pad North of the 1997 Evaporation Pond
This item includes the excavation and disposal of the road base pad and 0.5 ft of
underlying soil north of the 1997 Evaporation Pond. Road base (2’) and Soil (2’)
thickness were increased in 2023.

9. East Truck Unloading Facility
This item includes demolition and disposal of the container holding pads, truck turn area,
heavy equipment access area, dock, unloading area, and ramp, as well as the dock access
roads at and surrounding the East Truck Unloading Facility.

10. LLRW Maintenance Bay (Inside the Restricted Area)
This shop was located just northeast of the Vitro Cell and consists of 4 seavans stacked, 2
per side and covered by a beam/sheeting roof structure. This item includes demolition
and disposal of the shop, piping from the propane and water tank, and miscellaneous
equipment and debris around the shop. The associated propane and water tanks are
outside the restricted area and not included in this item. The shop has been demolished
and disposed of in its entirety in 2021.

11. LLRW Maintenance Shop
This item includes the demolition, debris, disposal, and excavation costs for the shop
located near the northeast corner of the Vitro Cell. The shop is a metal building
approximately 60’ x 60’ x 20’ high erected on a concrete foundation. As with other
buildings, the shop itself will be demolished with large equipment and the debris and soil
generated shredded and disposed of in the LLRW Embankment.

12. Rail Wash Facility on Track No. 2
The rail wash facility on Track No. 2 was located about 100' south of the rollover. The
facility and most of the concrete pad was demolished and disposed of in 2011. This item
April 29, 2025 2024 Surety Annual Review Page 10 of 27
includes demolition and disposal of the remaining sub floor concrete, and the excavation
of surrounding soils around the perimeter of the remaining concrete pad. Remaining
Concrete was removed and disposed of in 2021. Further Excavation was performed in
2022 to remove the 2011 demolition backfill, sub-ballast and fill. A small amount of
backfill is required and remains in the surety.

13. Rail Wash Facility on Track No. 4
This rail wash facility is located approximately 380 feet southeast of the rail wash facility
on Track No. 4. The building is a single-story metal structure constructed over the rail
line. This item includes the demolition and disposal of the concrete pads and the
associated buildings. This item also includes demolition and disposal of the new stairs
for the wash facility, constructed in 2011. As with other buildings on site, the building
will be demolished with large equipment and the debris and soil generated shredded and
disposed of in the LLRW Embankment.

16. Intermodal Unloading Facility
The intermodal unloading facility is located along the rail line near the East Truck
Unloading Facility. The intermodal unloading facility consists of several concrete bays
for storing loose waste material. This item includes the demolition of concrete, asphalt
chip ramps, and paved roads and pad area. In 2024, EnergySolutions removed the center
bay divider walls and added reinforced concrete to the intermodal Unloading Facility end
walls to rehabilitate them and add additional service life to the facility.

17. Clean Transfer Facility
The clean transfer facility is a small facility area consisting of a concrete wall and earthen
ramp in the northeast corner of Section 32. This item includes the demolition,
excavation, and disposal of this facility.

18. Containerized Class A Area
This item includes costs for excavation of the gravel pad and utility trench, and disposal
of all generated waste from the area that formerly contained the Containerized Class A
operations trailer just off the county road east of the Class A West area.

26. Mobile Batch Plant
This item includes costs for equipment and trailer removal, demolition, and disposal of
all concrete support structures at the batch plant located just north of the restricted area
boundary and east of the LARW Operations Building. Large equipment will be used to
demolish the larger structures of this facility.

27. Wireless Tower Support Surface
This item includes costs for the demolition and disposal of concrete surfaces that
formerly were used as a wireless tower. These concrete surfaces are located adjacent to
April 29, 2025 2024 Surety Annual Review Page 11 of 27
Item 18.

28. Guard Shacks
This item includes costs for the demolition and disposal of debris from guard shacks in
various locations on site. A total of ten guard shacks will require demolition and
disposal. The guard shacks will be shredded and disposed of in soil lifts.

29. Transportation Casks
This item includes costs for external decontamination of the casks and radiological
surveys. The casks will be pressure washed for decontamination and released for further
use; they will not be disposed. There are 20 total casks in the surety. It is assumed that
four casks can be decontaminated per day.

31. Placement of Stored Waste
This item conservatively includes the maximum volume of radioactive waste that is
allowed on-site that has not been covered with the permanent radon and erosion barrier.
The surety allows the following maximum volumes in storage:

Waste in Containers or Railcars 22,000 cy
Stockpiled Waste 53,125 cy
Stockpiled Debris that will require CLSM
disposal CLSM (including waste on the
Shredder Infeed Pad)
22,000 cy
(volume is included in the 53,125 cy of
stockpiled waste)

This item also includes maintenance of equipment needed to dispose of the stored waste
(shredder, train engine, compactor, CCS monitoring system), and the cost of backup
generator power for the shredder as a contingency if the on-site power station is not
available.

Additionally, this item includes removal of Savannah River Site Depleted Uranium (SRS
DU) Waste. The total SRS DU inventory consists of 5,408 drums of waste. The drums
are palletized and will remain on pallets and conveyed to the transport point to be loaded
into seavans for shipment back to SRS. SRS will pay for transport after the C-Vans are
loaded.

Due to the ongoing storage of SRS DU Onsite, costs have been added to address the
deteriorating drums. The approach/plan includes rather than handling individual drums,
each pallet will be secured in a supersack that is staged on a new pallet. This was added
and approved in the 2023 Surety Review.

32. Decontamination/Access Control Building
The decontamination/access control building is a single story conventionally built office
April 29, 2025 2024 Surety Annual Review Page 12 of 27
structure on a concrete foundation located east of the Vitro Cell in the northeast portion
of Section 32 just south of the SRS DU Storage Building. This item includes costs for
demolition, disposal of debris, and soil excavation costs. The building will be
demolished with large equipment and the waste gathered up for shredding and disposal.
The foundation will be excavated and similarly managed. After removal of the
structures, the facility will be backfilled to grade.

33. Intermodal Container Wash Building
The intermodal container wash building is a metal structure on a concrete foundation
located just east of the Vitro Cell and west of the Track 4 Rail Wash facility. This item
includes costs for demolition, disposal of debris, and soil excavation costs. The building
will be demolished with large equipment and the waste gathered up for shredding and
disposal. The foundation will be excavated and similarly managed. After removal of the
structures, the facility will be backfilled to grade.

34. Shredder Facility
The shredder is a 6,000 hp material shredder comprised of infeed and outfeed conveyors,
a large metal structure, an electrical MCC building, and other support structures all
located upon a concrete foundation east of the Rotary Dump Facility and west of the
LLRW Operations Building. The shredder decommissioning area also includes the
shredder infeed storage pad. This item includes costs for dismantlement, demolition,
disposal of debris, and soil excavation costs. The structure will be demolished with large
equipment and the debris sized and disposed of in CLSM lifts within the LLRW
Embankment. In 2020, the total number of days required to demolish and remove
shredder components were reduced from 20 days to 15 days based on AIS estimated
work rate and experience.

35. Rotary Dump Facility
The (west) rotary dump facility consists of adjacent metal buildings housing the railcar
rotary dump and support facilities. The thaw shed is a metal building approximately 300
feet long, 30 feet wide and 27 feet high set on concrete footings over the incoming rail.
The main rotary building is a metal building approximately 140 feet long by 140 feet
wide by 45 feet high containing a concrete vault that extends below grade. The wash
building is a metal building approximately 140 feet long by 30 feet wide by 27 feet high
set on concrete footings over the outgoing rail. This item includes costs for the
demolition, disposal of debris, soil excavation and grade restoration costs. The buildings
and structures will be demolished with large equipment and the waste gathered up for
shredding and disposal. The foundations will be excavated and similarly managed. After
removal of the structures, the facility will be backfilled to grade.

35.A East Side Rotary Facility (ESRF)
The East Side Rotary Facility or ESRF was constructed on the footprint of the legacy
April 29, 2025 2024 Surety Annual Review Page 13 of 27
Rollover (LLRW Facility Surety item #5). The ESRF was split into 3 different areas:
Lower Pit Area (Dumper), Upper Tier Area, and Ramps and Exterior Slabs. All specific
identifiers for footings, floors, walls, etc. that are listed are reflective of identifiers listed
within the As-Built Drawing Set 1959, particularly in the C and S Series drawings, and
form the building contractors provided estimate. This item includes costs for the
demolition, disposal of debris, soil excavation and grade restoration costs. The buildings
and structures will be demolished with large equipment and the waste gathered up for
shredding and disposal. The foundations will be excavated and similarly managed. After
removal of the structures, the facility will be backfilled to grade. This was added as part
of the 2023 Annual Surety Review.

36. East Side Drainage System
The East Side Drainage System consists of a network of buried, small diameter piping,
manholes, catch basins, and lift stations located throughout the facilities east of the Vitro
Cell. This item includes costs for the excavation and disposal of piping, manholes, and
catch-basins, demolition and disposal of debris, and soil excavation. All debris will be
shredded prior to disposal.

37. Air Monitoring Station Upgrades
The 16 air monitoring stations around the perimeter of Section 32 are each fastened to a
small concrete pad. This item consists of excavation and disposal of these 16 concrete
pads.

38. LLRW Operations Building
The LLRW Operations Building is a metal structure located on the restricted area
boundary (housing the restricted area access point) east of the Shredder Facility and west
of the LARW Operations Building. This item includes the demolition and disposal of the
LLRW Operations Building and the excavation of contaminated soil. The building will
be demolished with large equipment and the waste gathered up for shredding and
disposal. The foundations will be excavated and similarly managed. After removal of the
structures, the facility will be backfilled to grade.

39. SRS DU Storage Building
The SRS DU Building is a large metal structure located north of the Decontamination
Access Building, in the northeast corner of Section 32. This item includes the demolition
and disposal of the building and the excavation of contaminated soil. The building will be
demolished with large equipment and the waste gathered up for shredding and disposal.

The foundations will be excavated and similarly managed. After removal of the
structures, the facility will be backfilled to grade.

In 2024, the roof was repaired using the addition of 60 mil roofing membrane. This was
April 29, 2025 2024 Surety Annual Review Page 14 of 27
added to the overall cubic feet for disposal.

100. Roads From the Class A Embankment to the area around the LLRW Maintenance
Shop and Bay (See Figure 2 of the 2024 Engineering Analysis)
It is assumed that the roads consist of 4 inches of hot mix asphalt over 9 inches of
roadbase to be excavated and disposed. Once completed, the excavated areas will be
backfilled to grade.

101. Roads from the Rollover to South side of the 1997 Evaporation Pond, area between
Tracks 2 and 3, and area around Intermodal Unloading Facility (IUF) (See Figure 2
of the 2024 Engineering Analysis)
It is assumed that the roads consist of 4 inches of hot mix asphalt over 9 inches of
roadbase to be excavated and disposed. Once completed, the excavated areas will be
backfilled to grade.

102. Roads South of the 1997 pond, site Access roads along the south and north borders
of Section 32, haul road along the west side of the 11e.(2) Embankment, and the
road around the Class A Embankment (See Figure 2 of the 2024 Engineering
Analysis)
It is assumed that the roads consist of 4 inches of hot mix asphalt over 9 inches of
roadbase to be excavated and disposed. Once completed, the excavated areas will be
backfilled to grade.

103. Rail Track and Railroad Beds within the Restricted Area
This item includes the removal of all railroad track and bed within the Restricted Area
and removal of the Rail Digging Facility (Secondary Unloading Facility), including the
temporary platform and ramp. This item includes demolition and disposal of the rail ties
and tracks as well as the excavation and disposal of the ballast and base soils. The debris
will be shredded prior to disposal. All excavated areas will be backfilled to grade.

105. Haul Roads (Large Component and CWF) Around the Class A West Embankment
(See Figure 2 of the 2024 Engineering Analysis)
It is assumed that the roads consist of 9 inches of road base to be excavated and disposed.
Once completed, the excavated areas will be backfilled to grade.

106. Closure Period Stormwater Management
This item estimates the cost for regular stormwater management over the five-year period
of closure of the facility.

107. Rail Outside of Section 32
In the 2019 annual review, and consistent with the 2020 Surety review, this item was
moved from the Unrestricted Areas Surety to LLRW because of the recently licensed
April 29, 2025 2024 Surety Annual Review Page 15 of 27
Railcar Transfer Area within the Licensee Controlled Area of Section 29 (Condition 57
of Radioactive Material License UT2300249). This item consists of removal of all
Licensee owned railroad track and bed within the Unrestricted Areas of Section 29 and
removal of the building foundation west of the LLRW Maintenance Building. Debris will
be shredded prior to disposal and the excavated areas will be backfilled. These facilities
were previously identified in Items 6 and 14 of the Unrestricted Areas calculations.

200. Temporary Storage Tanks
Four temporary storage tanks are located near the Rotary and Shredder Facilities. This
item includes the demolition and disposal of these storage tanks. The tanks will be
shredded prior to disposal.

201. Disposal of Equipment
This item includes the dismantling, size reduction, shredding, and disposal of
embankment construction equipment. Equipment that cannot be reduced in size will be
disposed of using CLSM. The equipment inventory on site will be examined during the
annual Surety review and the cost of this item adjusted accordingly. In 2020, the site
equipment inventory was evaluated as part of the 2020 Surety estimate and the 2020
Equipment Report has calculated an increase in the total volume of equipment disposal,
from 662.57 cy to 770 cy. This quantity includes the disposal of the additional purchased
construction equipment that was assumed to be needed for closure of the Facility.

202. On Site Open Area
This item covers potentially contaminated elements that are not covered under any
previous item. This item includes the demolition and disposal of small structures not
previously identified including the moisture adding station. This item includes removal of
power poles; miscellaneous debris and containers; and the excavation of any
contaminated soil areas and roadways not previously covered, such as the access roads
around the embankments. All items within this item will be disposed of in the LLRW
Embankment.

The maximum number of containers that will be allowed within the LLRW Restricted
Area (not decontaminated – empty or full) will be limited to 500 C-Van equivalents. The
equivalence values are based on disposed volume (assuming most C-Van containers have
a disposal volume of 1.18 cy and most B-25 containers have a disposal volume of 0.20
cy) as follows:

April 29, 2025 2024 Surety Annual Review Page 16 of 27

Disposal volume of additional container types will be calculated as necessary to ensure
the five hundred (500) 20-ft container equivalence is not exceeded.

The Moisture adding station was removed and disposed of in 2023. Removal and disposal
of multiple Power poles in 2023 and the addition of the West Concrete Block Shielding
wall, including the individual blocks, haul volumes, and disposal volumes were added in
2023. Also, additional C-vans are being used for shielding but quantities remain well
below the 500 allowed.

203. Health Physics Staff and Radiation Survey Equipment
This item consists of radiation monitoring of personnel and equipment releases, as well as
personnel to operate the equipment and administer the program. This item also includes
the purchase cost of PPE, badging, and radiation monitoring equipment during closure.

Finally, this item includes the time required for health physics personnel to perform
verification surveys over the entire site, as well as preparation of a final closure report.

204. Disposal Volumes and Liner Construction
This item sums up all generated waste volumes from all other surety decommissioning
items to arrive at a total reserve volume required within the embankments. The item also
accounts for the volume of overbuild that will need to be moved during closure to
maintain final design of the premature closure embankment(s). Furthermore, this item
accounts for liner that will need to be constructed to complete the embankment(s).

The assumed maximum quantities of stored waste and waste from site reclamation should
bring the embankments up to final grade in preparation for construction of the final
cover. Any overbuild material will be removed and disposed. Each annual update will
include an evaluation of overbuild volumes by comparing the annual as-built
embankment survey against the design top of waste. If the maximum quantities of waste
are not on site, and fill is needed, the costs associated with the disposal of the assumed
maximum waste volume would more than account for the excavation of fill and the
reclamation of the fill areas. These calculations and review are completed in the
Engineering Analysis that accompanies this document.

# of each type to equal
one C-Van Equivalent
Common Container
Types
12 B-12
6 B-25’s
2 Intermodals
5 6’ x 6’ x 6’ Box
1 C-Van
0.33 40’ Box
April 29, 2025 2024 Surety Annual Review Page 17 of 27
2024 Changes: The 2024 Engineering Analysis has calculated a total volume increase of
Overbuilt soil or soil-like material to 2,829 cubic yards and an increase of Overbuilt
waste (including CQA waste) to 81,257 cubic yards. This totals 84,086 cubic yards of
Total volume of overbuild.

205. Settlement Monitoring
In accordance with embankment construction requirements, temporary cover is placed to
specification over the waste and settlement monuments placed as described in the LLRW
and 11e.(2) CQA/QC Manual. The temporary cover is a one-foot-thick layer of native
soil and is monitored for settlement for one year prior to final cover construction. Credits
for current temporary cover are included here to arrive at the amount of additional
temporary cover needed if the embankments were closed prematurely.

This item also contains the calculated amount of clean fill material that would be needed
to restore grade and minimize the amount of waste needing relocation at the time of
closure. This value is reviewed annually and calculated in the accompanying Annual
Engineering Analysis.

The last cost under this section is for settlement monument purchase, placement, and
surveillance.

2024 Changes: At current volumes and structure, the premature Class A North and Class
A West Embankments require a large amount of fill material (beyond the volume of
waste generated by site closure) to meet design grade. The 2024 Surety Review decreases
the total amount of required fill from 1,214,475 cubic yards to 1,048,235 cubic yards.
Based on an actual count by EnergySolutions, the number of monuments needed
increased from 148 to 150.

207. Cover Construction
This item includes construction of the final cover, roads around the embankment,
drainage structures around the embankment, and installation of permanent fencing. The
final cover design is as described in plan drawings listed in Ground Water Quality
Discharge Permit UGW450005. This cover consists of several elements including radon
barriers, and cover rock/soil (sacrificial soil, filter zone, and erosion barrier). Radon
barrier material is excavated from adjacent sections owned by EnergySolutions. Rock is
imported from the BLM quarry located approximately five miles north of the facility. The
rock will need screened to meet the gradation requirements of the design rock layers.

This item also includes costs for placing the intermediate sand and backfill soil over the
CWF areas as well as signage for the fences and closure monuments for the
embankment(s).

The final cover area is based on the premature closure plan and is updated each year as
part of the annual Surety review.
April 29, 2025 2024 Surety Annual Review Page 18 of 27

2024 Changes: The 2024 Engineering Analysis calculated an increase in the total
intermediate sand fill area from 169,491 sf to 196,641 sf, an increase in Radon Barrier
Volume from 5,523,232 sf to 5,643,412 sf and completed Radon Barrier (Final Cover)
increased from 1,999,297 sf to 2,328,369 sf. Completed Erosion Barrier Volume (final
cover) increased from 1,911,136 sf to 2,236,676 sf. Premature Class A North
Embankment remained at 2,118,529 sf. The Completed Sacrificial Soil Volume
increased from 1,911,136 sf to 2,236,676 sf. The Inspection Road around the
embankment decreased from 12,763 linear feet (lf) to 11,240.00 lf. The drainage grading
around premature Class A Embankment length decreased from 3,838 ft to 3,451. Grading
around the Premature Class A North Embankment slightly increased from 5,044 ft to
5,045. The purchase of rock armor material from BLM site near Clive decreased from
6,579.26 cy to 6,293.33 cy. Lastly, the Fence quantities have been updated with the
removal of unnecessary fence and construction of new fence as shown in the 2024
Engineering Analysis.

208. General Closure of Section
This item includes non-contaminated closure elements not covered under previous items,
such as the removal of fencing, revegetation, restoration of grade, grading of the area to
promote drainage, and general activities to prepare the section for final closure.
Restoration of grade includes an allowance to fill excavations on Section 32, not
otherwise addressed for specific facilities, to return them to native grade as part of site
closure. The area requiring restoration of grade is updated with each annual surety
review.

2024 Changes: The Restricted area boundary increased around the 2000 Pond. It is noted
that in 2023, the total Restricted Area within Section 32 was presented as a full square
mile even though it was overstated and is corrected here. The 2024 square footage has
been updated. The Total area for revegetation is 7,022,027 sf.

209. General Cleanup
This item includes cleanup elements not covered under previous items. This item
includes general cleanup of the site, unloading and decontamination of railcars, and the
decontamination of equipment used during site decommissioning.

210. Stockpiles of Closure Assets
In 2024, EnergySolutions took credit for 82,677 cy of Cover Material (Rock) Borrow
Material, 8,638 cy of Type A Riprap Processed material, 13,165 cy of Type B Riprap
Material, 153 cy of Type A Filter Processed Material, 10,618 cy of Type B Filter
Processed Material, and 1,041 cy of Sacrificial Soil Processed Material and all stockpiled
in Section 5. Under this item, credit has been taken for the cost already paid to the BLM
for the stockpiled material as well as screening costs for those volumes that have already
been screened into specific cover elements.

April 29, 2025 2024 Surety Annual Review Page 19 of 27
211. Initial Mobilization for Security and Settlement Monitoring
This item includes costs for security and settlement monitoring at the site at the time
operations have ceased; to account for the time it may take state of Utah regulators to
contract and mobilize site closure operations.

215. Potential Groundwater Remediation System (If Needed)
This item was added during the 2016 combined Surety review and includes the potential
costs to clean up groundwater in the event it is contaminated by site operations. The cost
conservatively assumes 16.9 million gallons of groundwater would need treated and five
wells would need to be installed in a pump and treat system. One pump and treat system
would be installed at the site, therefore, all groundwater remediation costs are split
equally between the 11e.(2), MW, and LLRW Surety estimates.

216. Hydrocarbon Plume Well Installation and Monitoring
This Section was added to address the subsurface hydrocarbon plume Northwest of the
ESRF. The costs include installation of the 6 monitoring wells, costs to monitor the 6
wells quarterly for 4 years, analytical costs, and drill holes to be plugged upon
completion.

217. Closure Drainage Ditch From South West Corner to Discharge in Section 31
This Section was added to address the permanent clean water drainage from off of the
covered embankments and remediated site following closure.

MW Facility

I. Treatment of Stored Waste
2024 Changes: This item includes costs associated with the treatment and disposal of the
maximum amount of waste allowed in storage awaiting treatment. The amount of waste
currently allowed in storage awaiting treatment is increasing from 6,000 cy to 7,500 cy.
(including leachate in the impoundment pond and storage tanks). Costs include formula
development, treatment, verification of analytical data, and final disposal of the treated
residue.

II. Staging Area
The staging area that will be used during the decommissioning of the site will be located
in the area of the existing administration buildings. The staging area is the area where site
access, temporary office buildings, and personnel change facilities will be located during
closure activities. Staging for all decommissioning activities over the entire Clive facility
(MW, LLRW, and 11e.(2)) will be centralized; therefore, this item is the same as is
necessary for the LLRW Facility. The independent consulting firm estimate that was
used as the basis for the combined surety included this activity into a Mobilization, Tools
and Equipment (MTE) multiplier that is included in the estimates of each item of the
surety.
April 29, 2025 2024 Surety Annual Review Page 20 of 27

III. Storage Pads and MW Truck Unloading Facility
All permitted Mixed Waste storage pads will be over-excavated and the resulting waste
disposed of in the Mixed Waste Landfill Cell. The Mixed Waste Truck Unloading
Facility is a concrete off-loading area with associated holding (storage) pad located east
of the Mixed Waste Treatment Building. The unloading facility will require demolition,
excavation, and disposal in the Mixed Waste Landfill Cell. Backfill will be placed over
the area to restore it to grade.

IV. Pump House and Water Tank
This item is for excavation/demolition and disposal in the Mixed Waste Landfill Cell of
the emergency water tank and pump house building located outside the restricted area
south of the Mixed Waste Treatment Building.

V. Mixed Waste Storage Building
The Mixed Waste Storage Building is a metal building located south of the Mixed Waste
Landfill Cell. The metal building is constructed on a concrete base and houses the
thermal desorption treatment system and associated tanks. The building has a secondary
containment vault that will also require demolition and excavation. This item includes
removal of equipment, demolition of the building and disposal of the resulting debris.

The structure will be demolished with large equipment and all debris sized and disposed
of in the Mixed Waste Landfill Cell. Backfill will be placed over the excavated area to
restore it to grade.

VI. Mixed Waste Treatment Building
The Mixed Waste Treatment Building is a metal building located southeast of the Mixed
Waste Landfill Cell. The metal building is constructed on a concrete base and houses
several tanks and pre-processing equipment (e.g., shredders and sizing screens) as well as
the four-cubic yard treatment mixer. The building is equipped with two baghouses and
ancillary duct work. This item includes removal of equipment, demolition of the building
and disposal of the resulting debris. The structure will be demolished with large
equipment and all debris sized and disposed of in the Mixed Waste Landfill Cell. Backfill
will be placed over the excavated area to restore it to grade.

VII. Mixed Waste Operations Building
The Mixed Waste Operations Building is a metal building located east of the Mixed
Waste Landfill Cell. The metal building is constructed on a concrete base and houses
several treatment units (small-scale mixer, drum compactor, microencapsulation extruder,
and kinetic mixer) and contains a gray water tank that will also require excavation. The
building is equipped with a baghouse and ancillary duct work and contains office spaces.
This item includes removal of equipment, demolition of the building and disposal of the
April 29, 2025 2024 Surety Annual Review Page 21 of 27
resulting debris. The structure will be demolished with large equipment and all debris
sized and disposed of in the Mixed Waste Landfill Cell. Backfill will be placed over the
excavated area to restore it to grade.

VIII. Rail Car Unloading Facility
The Rail Car Unloading Facility consists of an earthen ramp and four small concrete
retaining walls. It is located east of the Mixed Waste Landfill Cell, on the rail line
between the Mixed Waste Treatment Building and the Mixed Waste Operations Building.
The item includes demolition, excavation, and disposal of the facility. Backfill will be
placed over the excavated area to restore it to grade.

IX. Railroads Inside Restricted Area
This item includes the removal of all railroad track and bed within the Mixed Waste
restricted area. This item includes demolition and disposal (in the Mixed Waste Landfill
Cell) of the rail ties and track as well as the excavation and disposal of the base soils.
Backfill will be placed over the excavated area to restore it to grade.

X. Roads Inside Restricted Area
It is assumed that the roads consist of 4 inches of hot mix asphalt over 9 inches of road
base to be excavated and disposed of in the Mixed Waste Landfill Cell. Once completed,
the excavated areas will be backfilled to grade.

XI. Reagent Delivery Silos
Two vertical silos are located outside the restricted area south of the Mixed Waste
Treatment Building. The silos have an associated metal bridge structure with piping to
convey reagent from the silos into the Mixed Waste Treatment Building. This item
consists of demolition, size reduction, and disposal (in the Mixed Waste Landfill Cell) of
the bridge structure.

XII. Evaporation Pond and Mixed Waste Surface Impoundment
The Mixed Waste evaporation pond is located southwest of the Mixed Waste Landfill
Cell and west of the Mixed Waste Storage Building. The Mixed Waste Surface
Impoundment is located east of the Mixed Waste Landfill Cell and north of the Mixed
Waste Operations Building. Both ponds will be excavated and the resultant material
disposed of in the Mixed Waste Landfill Cell. The excavated areas will be backfilled to
grade.

XIII. Evaporation Tanks
Four rectangular evaporation tanks were positioned on a pair of tank pads south of the
Mixed Waste Landfill Cell. One was just east of the Mixed Waste Treatment Building,
the other northwest of the Mixed Waste Storage Building. The steel tanks were
demolished in 2022, size-reduced, and disposed of in the Mixed Waste Landfill Cell. The
April 29, 2025 2024 Surety Annual Review Page 22 of 27
concrete secondary containment pads remain.

XIV. On Site Open Area
This item covers potentially contaminated elements that are not covered under any
previous item. This item includes the demolition and disposal of any structures not
previously identified. This item includes removal of power poles; miscellaneous debris
and containers; and the excavation of any contaminated soil areas and roadways not
previously covered, such as the area and access roads around the Mixed Waste Landfill
Cell. All waste generated in this item will be disposed of in the Mixed Waste Landfill
Cell.

XV. Health Physics Staff and Radiation Survey Equipment
This item consists of radiation monitoring of personnel and equipment releases, as well as
personnel to operate the equipment and administer the program. This item also includes
the purchase cost of PPE, badging, and radiation monitoring equipment during closure.

Finally, this item includes the time required for health physics personnel to perform
verification surveys over the entire site, as well as preparation of a final closure report.

XVI. Cell Closure
This item includes the removal of any overbuild material, construction of the final cover,
roads around the embankment, drainage structures around the embankment, and
installation of permanent fencing. The final cover design is as described in Attachment II-
11, Facility Drawings, of the state-issued Part B Permit. Cell closure construction
parameters are described in Attachment II-9, Construction QA/QC Manual. This cover
consists of several elements including radon barriers, HDPE liners, filter zones, a
sacrificial soil layer, and an erosion control barrier. Radon barrier is mined in adjacent
sections. Rock is imported from the BLM quarry located approximately five miles north
of the facility. The final cover area is based on the premature closure plan and is updated
each year as part of the annual Surety review.

2024 Changes: The 2024 Engineering Analysis calculated that the overbuild volume
decreased from 8,195 cy to 6,987 cy based on the annual as-built drawings.

XVII. General Closure of Section
This item includes non-contaminated closure elements not covered under previous items,
such as the removal of fencing, revegetation, restoration of grade, grading of the area to
promote drainage, and general activities to prepare the section for final closure.
Restoration of grade includes an allowance to fill excavations on Section 32, not
otherwise addressed for specific facilities, to return them to native grade as part of site
closure. The area requiring restoration of grade is updated with each annual surety
review. No changes were noted in 2024.

April 29, 2025 2024 Surety Annual Review Page 23 of 27

XVIII. VTD Condensate Costs
Costs associated with the free-release and incineration disposal of the maximum volume
of VTD condensate that may be stored at the facility. This maximum volume is currently
set at 17,490 gallons (fifty-three (53) 330-gallon totes).

2024 Changes: Due to the decreased amounts of condensate totes on-site, the 53 totes are
being reduced to 40 totes which is 13,200 gallons.

XVIV. Potential Groundwater Remediation System (If Needed)
This item was added during the 2016 combined surety review and includes the potential
costs to clean up groundwater in the event it is contaminated by site operations. The cost
conservatively assumes 16.9 million gallons of groundwater would need treated and five
wells would need to be installed in a pump and treat system.

Indirect Multipliers

Indirect multipliers have been set by the independent consulting firm that provided closure
estimate costs.

300. (11e.(2) and LLRW) and XXII. (MW) SG&A Overhead Costs (Working Conditions)
SG&A stands for Selling, General and Administrative costs. This item accounts for
uncertainties between the predicted costs and actual costs for working conditions and
other overhead costs that may accrue.

301. (11e.(2) and LLRW) and XIX. (MW)
Mobilization, Overhead, and Tools and Equipment
This item includes the cost to mobilize tools, equipment, and temporary offices to the
South Clive site. This item also includes overhead costs accrued by the third-party
contractors performing the work.

Geosyntec labor rates provided in Appendix C include overhead and therefore this
multiplier is not used. For third-party contractors subcontracted directly to Geosyntec for
services such as analytical lab testing and surveying, this item includes a subcontractor
markup as outlined our rate sheet (Appendix C).

302. (11e.(2) and LLRW) and XX. (MW)
Contingency
This item accounts for uncertainties between the predicted costs and the actual costs of
the decommissioning of the Facility. The uncertainty between predicted and actual costs
from Section 301 Mobilization, Overhead, and Tools and Equipment is also included.

April 29, 2025 2024 Surety Annual Review Page 24 of 27
303. (11e.(2) and LLRW) and XXI. (MW)
Engineering and Redesign
This item includes the cost of engineering and redesigning the embankments if they are
closed prior to being completely filled. It is anticipated that the permitted cover design
for each embankment would still be used as well as most other design parameters. The
only redesign expected would involve the grading and dimensions of the final cover over
each of the embankments.

304. (11e.(2) and LLRW) and XXIII. (MW)
Profit
This item includes the profit of third-party contractors.

305a. (11e.(2) and LLRW) and XXIV. (MW)
Management Fee
This item includes construction and project management costs and is divided equally
between 11e.(2), LLRW, and MW Surety estimates including a thru c.

305b.(11e.(2) and LLRW) and XXIVb. (MW)
Closure Equipment Purchase
This item includes the cost to purchase construction equipment for use during the 5-year
Facility closure period and is divided proportionally between the 11e.(2), LLRW, and
MW Surety estimates based on closure costs. This cost has been increased by 15% to
account for Mobilization, Overhead, and Tools and Equipment, as well as an additional
10% contingency to account for cost uncertainty.

305c.(11e.(2) and LLRW) and XXIVc. (MW)
Closure Equipment Operation and Maintenance
This item includes the cost for the routine maintenance and repair of construction
equipment for use during the 5-year Facility closure period and is divided proportionally
between the 11e.(2), LLRW, and MW Surety estimates based on closure costs. The costs
for annual repairs are included for the first 4 years of the 5-year closure period since the
equipment will be disposed at the end of the 5th year and therefore repair will not be
necessary. While costs may increase or decrease depending on the condition and
frequency of use of individual pieces of equipment, it was assumed that average routine
maintenance and repair costs are representative for the fleet of equipment used for
closure. This cost has been increased by 15% to account for Mobilization, Overhead, and
Tools and Equipment, as well as an additional 10% contingency to account for cost
uncertainty.

306. (11e.(2) and LLRW) and XXV. (MW)
DEQ Oversight of Project
This item accounts for the Utah Department of Environmental Quality staff time required
for oversight of contractors performing site closure activities.

April 29, 2025 2024 Surety Annual Review Page 25 of 27

Post-Closure Monitoring

400. (11e.(2))
Long Term Surveillance
This item includes the annual inspections and maintenance that will be performed at the
11e.(2) Embankment and off-site features that may have been impacted by operations.
The long-term surveillance monitoring is intended to ensure that the embankment and
other required elements perform as intended and that there are no adverse impacts to the
environment or the public due to degradation of these elements. This item includes
inspection of the embankments, fencing, roads, etc. and the performance of any
maintenance on these elements.

10 CFR 40 requires that this fund be a minimum charge of $250,000 in 1978 dollars, with
an assumed 1 percent annual real interest rate and adjusted annually to recognize
inflation. Using the Consumer Price Index (CPI) calculator, this cost is $1,279,196.00 for
March 2025.

400. (LLRW) and XXVI. (MW)
Post Operational Monitoring and Maintenance
This item includes the annual inspections and maintenance that will be performed at the
LLRW and MW Facilities and off-site features that may have been impacted by
operations. The long-term surveillance monitoring is intended to ensure that the
embankment and other required elements perform as intended and that there are no
adverse impacts to the environment or the public due to degradation of these elements.
This item includes inspection of the embankments, fencing, roads, etc. and the
performance of any maintenance on these elements. This item is funded annually each
year of the 100-year post-closure monitoring period.

401. (LLRW) and XXVII. (MW)
Water Samples - Radiological
This item includes annual groundwater monitor well sampling and analysis for the first
100 years post closure. The water samples are used to verify that there are no impacts to
groundwater. Laboratory analysis shall be performed on the parameters identified in
Condition I.F.5(c)(2) of Ground Water Quality Discharge Permit UGW450005.

XXVIII. (MW)
Water Samples - RCRA
Water sampling for RCRA parameters is required for the first 30 years after closure of
the Mixed Waste Facility. Parameters sampled are noted in Module VI, Groundwater
Monitoring, of the state-issued Part B Permit.

402. (LLRW) and XXIX. (MW)
Embankment Survey
This item funds the survey of the embankment(s) for the first 5 years of post-closure; to
match the period of maximum expected settlement. For the Mixed Waste Landfill Cell,
April 29, 2025 2024 Surety Annual Review Page 26 of 27
this survey is required for the first 5 years of post-closure.

403. (LLRW) and XXX. (MW)
Airborne Particulate Monitoring
This item includes the first year-only airborne sampling and analysis. The sampling will
be performed weekly to verify that there are no impacts to the air. This item includes
sampling and laboratory analysis. It is assumed that two days per week will be required to
perform this sampling and all associated preparations.

404. (LLRW) and XXXI. (MW)
Soil Sampling
This item includes the first year-only soil sampling and analysis. The sampling is
performed to verify that there are no impacts to the surrounding soils. This item includes
sampling and laboratory analysis.

406. (LLRW) and XXXIII. (MW)
Gamma Exposure Monitoring
This item includes the first year-only total gamma exposure monitoring. This item
includes the detectors that are left in the field and the cost of reading the detectors every
quarter for the first year.

407. (LLRW) and XXXIV. (MW)
Radon Exposure Monitoring
This item includes the first year-only radon monitoring. This item includes the detectors
that are left in the field and the cost of reading the detectors every quarter for the first
year. The process uses the same equipment and is very similar to gamma exposure
monitoring.

April 29, 2025 2024 Surety Annual Review Page 27 of 27
Professional Certification
CERTIFYING ENGINEER CERTIFICATION
I, Garrett Q. Dutson, P.E. (Utah No. 189706) do hereby certify that this combined surety annual
review submittal for 2024 was prepared by myself and other professionals with my knowledge
and is completed in accordance with approved drawings and specifications.
Garrett Q. Dutson, P.E. Date
Seal:


Garrett Q.
Dutson, P.E.
Digitally signed by Garrett Q.
Dutson, P.E.
Date: 2025.04.30 13:12:22
-06'00'
CLIVE FACILITY
LLRW and 11e.(2) Sureties and Mixed Waste Closure Costs
2024
ENGINEERING ANALYSIS
REVISION 0
April 23, 2025

EnergySolutions 2024 Engineering
Clive Facility Surety/Closure Analysis, R0

Page 1 of 13 04/23/25

Table of Contents

1. SITE OVERVIEW..................................................................................................................... 2

2. SITE REVEGETATION ........................................................................................................... 2

3. CLOSURE FENCING & INSPECTION ROADS ................................................................... 3

4. LINER PROTECTIVE COVER ............................................................................................... 3

5. CLASS A WEST NORTH SLOPE STABILITY ...................................................................... 3

6. GRADE RESTORATION ........................................................................................................ 3

7. SITE UTILITIES & SALVAGE YARDS ................................................................................... 4

8. PREMATURE CLOSURE ANALYSIS ................................................................................... 5

9. RESERVE CAPACITY ANALYSIS ......................................................................................... 8

10. CLAY RESOURCE EVALUATION ....................................................................................... 10

11. ROCK BORROW (COVER MATERIALS) ........................................................................... 11

ATTACHMENT 1 - FIGURES ...................................................................................................... 13

EnergySolutions 2024 Engineering
Clive Facility Surety/Closure Analysis, R0

Page 2 of 13 04/23/25

1. SITE OVERVIEW

1.1. Property outside of Section 32: This property is governed by the Tooele County Conditional Use
Permit #2700-87 (CUP). Reclamation costs are calculated in the Unrestricted Areas surety
estimation. No projects outside of Section 32 were started or completed since the 2023 Engineering
Analysis.
Clean fill excavation and stockpiling activities were performed in accordance with the CUP five-year
operations plan. No other construction or significant changes to property outside of Section 32
occurred since the 2023 Engineering Analysis.
In 2021 EnergySolutions purchased land to the west of Sections 32 and 29. That property is currently
not included in the CUP; no development has occurred and no development or borrow activities are
planned for the foreseeable future on that property. Therefore, reclamation and associated costs are
not applicable to that property.

1.2. LLRW: During 2024 no additional liner was constructed in the Class A West embankment.
In 2024 the sixth phase of Class A West final cover was completed. Relevant changes were made to
the LLRW surety figures and Section 207 of the surety calculations.
In 2024, EnergySolutions added reinforced concrete to the Intermodal Unloading Facility end walls to
rehabilitate them and add at least five more years of service life to the facility. Relevant changes
were made to Sections 16 and 204 of the surety calculations.
The SRS DU Building roof received an additional 60 mil thick protective roof surface overlay cover to
improve weatherproofing of the structure, and this is included in Sections 39 and 204.

The Restricted, non-contaminated boundary was increased around the 2000 Evaporation Pond by
moving the restricted area boundary to the outer fences to the west and south of the 2000
Evaporation Pond as detailed in EnergySolutions Letter correspondence CD-2024-216 to the
DWMRC in 2024. Section 202 has been revised accordingly and it is noted that the total square
footage has been adjusted for the area that is within the Restricted Area boundaries where
revegetation is expected. It is noted that in 2023 the total Restricted Area within Section 32 was
presented as a full square mile even though it was overstated. The 2024 square footage has been
amended accordingly.
No other construction or demolition projects (excluding waste disposal) that impact the LLRW surety
calculations were completed during 2024.

1.3. Mixed Waste: There were no demolition or construction projects in the Mixed Waste facility area since
the last analysis.
During 2024, minimal waste was disposed of in the Mixed Waste Embankment. Therefore, the
premature closure embankment submitted for the 2023 Surety update remains unchanged for the
2024 update.

1.4. 11e.(2): There were no demolition or construction projects in the 11e.(2) facility area during 2024. No
waste has been disposed of in the embankment since 2020.

1.5. Unrestricted Areas: The northern water tower was replaced with a new water tower placed on a
concrete pad. Section 12 of the Unrestricted Areas of the surety calculations has been updated.
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2. SITE RE-VEGETATION

There has been no new construction of facilities or roads or other activities within Section 32 that would
increase the area that would require re-vegetation.

3. CLOSURE FENCING & INSPECTION ROADS

3.1. LLRW:
There were no physical changes to fencing in the LLRW facility during 2024 and posting was moved
for the restricted, non-contaminated boundary increase discussed above in Section 1.4. Figure 3A
was revised for the construction of the Class A West Phase 6 Final Cover work and includes
inspection road changes associated with this work and with a review of the existing inspection road.
Section 207 of the LLRW surety calculations have been updated with the revised road and fence
lengths.

3.2. Mixed Waste:
There were no changes to the fencing in the Mixed Waste facility during 2024. Figure 7C shows the
final closure fence and inspection road length that is included in the facility closure costs.

3.3. 11e.(2):
There are no changes to the current or premature closure fences for the 11e.(2) embankment in
2024. Figure 3B remains as previously submitted. Fence and road quantities remain the same in
Section 200 of the 11e.(2) surety calculations.

4. LINER PROTECTIVE COVER

4.1. LLRW: EnergySolutions continues to monitor and maintain (as needed) the exposed liner protective
cover in the Class A West embankment. All constructed liner has a minimum of 1 ft of protective
material (Clay). Therefore, there are no surety costs associated with liner protective cover.

4.2. Mixed Waste: All constructed liner was covered with at least 2 ft of protective material as required.
Therefore, there are no surety costs associated with liner protective cover.

4.3. 11e.(2): There has been no additional area opened for waste placement since May 2014. Therefore,
the engineering estimate in Section 3 of the 11e.(2) surety calculations remain unchanged at 1,686
yd3 of liner protective cover (fill) material required. The fill material for the liner protective cover will
need to be obtained from Section 5 with a 1.6-mile round trip haul.

5. CLASS A WEST NORTH SLOPE STABILITY

Continued observation of the north slope of the Class A West (CAW) embankment, particularly the 3 to 1
slope area, confirms that the slope shows no signs of instability. Waste placement methods along the north
slope have been completed so as not to exceed a 5 to 1 slope, compatible with both the premature closure
Class A embankment design and the modeled slope stability (as previously documented). Engineering has
reviewed the 2024 Annual Class A West As-built cross sections for compliance and viewed recent April
2025 QC aerial photographs of the area and QC monitors all lift placement.

6. GRADE RESTORATION

6.1. LLRW: Areas requiring fill material and grading to re-establish the ground surface to preconstruction
elevations are identified on Figure 4A. Two excavation areas within the CAW footprint require fill
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material. Preconstruction elevations fall from approximately 4,277.5 on the east to 4,272 on the west.
Using the 2024 aerial survey topography, AutoCAD Civil 3D was used to calculate the excavation
areas, and the fill volumes were calculated by multiplying the excavation area by the average depth
below grade. Figure 4A also reflects changes from the construction of CAW liner in the area between
the former Class A and Class A North embankments, as well as revised premature closure
embankment designs. Restoration quantities were revised, as summarized in Table 1 below, based
on the available 2024 topographical information and the revised premature closure embankment
designs, as shown in Figure 7A. These values are reflected in Section 208 of the LLRW surety
calculations.

Table 1 - LLRW Grade Restoration Quantities
Area (ft2) Area (yd2) Avg. Depth (ft) Volume (yd3)
Class A North-West 81,793 9,088 7 21,206
Class A North-East 8,393 933 9 2,798
Totals 90,186 10,021 - 24,004

6.2. Mixed Waste: In 2024, no excavation activities occurred within the Mixed Waste Area that requires
adjusting the grade restoration quantities. Areas requiring fill material and grading to re-establish the
ground surface to preconstruction elevations are identified on Figure 4B. There are two excavation
areas in the Mixed Waste footprint that require fill material (Area 1 to the north and Area 2 on the
west). AutoCAD was used to calculate the excavation footprints and volumes were calculated by
multiplying the excavated area by the average depth. The results are shown on the figure and
summarized in Table 2 below. These values are reflected in Section XVII of the Mixed Waste surety
calculations.

Table 2 - Mixed Waste Grade Restoration Quantities
Area (ft2) Area (yd2) Avg. Depth (ft) Volume (yd3)
Area 1 (North) 142,536 15,837 2.5 13,198
Area 2 (West) 76,605 8,512 2.5 7,093
Totals 219,141 24,349 - 20,291

6.3. 11e.(2): No additional borrow material was removed from the areas west and south of the active
11e.(2) embankment during 2025, nor were any other excavation activities performed within the
11e.(2) area. Figure 4C shows the two areas requiring restoration. Since 2022, stockpiled fill in Area
1 (northwest corner of the area) was increased, and Area 1 backfill quantities were updated
accordingly. With the closure embankment design change, Area 2 increased in size and the backfill
quantities were recalculated. The restoration fill quantities were calculated in the same manner as
those for the LLRW and MW embankments. Table 3 summarizes the grade restoration quantities.
These values are reflected in Section 100 of the 11e.(2) surety calculations.

Table 3 - 11e.(2) Grade Restoration Quantities
Area (ft2) Area (yd2) Avg. Depth (ft) Volume (yd3)
Area 1 267,548 29,728 5.5 54,501
Area 2 1,480,079 164,453 6.5 356,315
Totals 1,747,627 194,181 - 410,816
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7. SITE UTILITIES AND SALVAGE YARDS

During 2024 there were no significant utility changes within Section 32. During 2024 EnergySolutions
began to move equipment from the Equipment pad north of the 1997 Evaporation Pond (LLRW boneyard)
to the pad of the Shredder Facility in preparation to dispose of equipment no longer needed and in
preparation to reconstruct the LLRW boneyard. The following drawings (which were submitted to the
Division as part of the 2024 annual as-built reporting) represent the site utilities and salvage yards analyzed
to make this determination.

24010-G02, General Site Utility Map
24010-C01, Utility Map 1
24010-C02, Utility Map 2
24010-C03, Utility Map 3
24010-C04, Utility Map 4
24010-C05, Utility Map 5
24010-C06, Utility Map 6
24010-C07, Utility Map 7
24010-C08, Utility Map 8
24010-C09, Utility Map 9
24010-C10, Utility Map 10
24010-V01, Site Boneyard Map

The attached Figure 6 shows the location of power poles within Section 32 and the pole count was
unchanged from last year at a pole count of 55 as shown in Section 202.

8. PREMATURE CLOSURE ANALYSIS

The design modification and construction for the premature closure (PM) of the waste disposal
embankments can be accomplished by following the current embankment and cover design principles.
These principles would guide the redesign of each embankment as suggested in the following conceptual
redesign plan.
1. Conduct an aerial survey of the embankment and develop current topographical data to be used
as the base of the redesign.
2. Overlay on the aerial survey of the embankment the following areas:
a. Limits of disposed waste,
b. Extents of completed liner,
c. CLSM pyramids, CWF and Large Component areas, and
d. Additional areas of interest.
3. Determine the best areas for the placement for the debris and soil waste generated from the
decommissioning of the facilities. For example, oversized LLRW debris would be placed in CLSM
lifts in the Large Component area and debris/soil lifts would be constructed around and over the
CLSM and CWF pyramids in the conceptual Class A North embankment.
4. Once step 3 is completed, redesign the embankments per the following criteria:
a. Work within the criteria used for the modeling performed for the licensed embankment
designs,
b. Side slopes cannot exceed 5:1,
c. Top slopes should be 4% for LLRW and Mixed Waste, and ~2% for 11e.(2),
d. Storm water must freely drain off and away from the embankment, and
e. Final contours (geometry) cannot concentrate storm water flow that may lead to erosion of the
cover materials.
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5. Design drainage ditches based on the approved closure ditch designs for each embankment. In
general, the ditches slope from the northeast to the southwest where they connect to the
southwest corner discharge.
Once the aerial survey is completed and converted into an electronic file, a team of one engineer and one
CAD designer (utilizing AutoCAD Civil3D, Land Desktop or similar software) should be able to redesign,
including reviews and revisions, the premature closure embankment designs within ten to twelve working
weeks.
An important criterion for the design of the premature closure embankments, is to identify previously
disposed waste or other soil materials (i.e. ramps and berms) that would need to be excavated and
disposed within the premature embankment design grades. Such volumes are referred to as “overbuild”
volumes throughout this analysis and the surety and closure cost calculations. The overbuild volumes are
determined using AutoCAD Civil3D software and annual aerial survey topography (Digital Terrain Model,
“DTM”) to calculate the volume between the design top of waste surface (grades) and the current as-built
surface for each premature closure embankment. Figures 5A, 5B, and 5C summarize the AutoCAD
modeling/calculations. The design waste surface (tan shaded areas) and the as-built surface (blue or green
shaded areas) have been overlain in the drawings. As such, as-built surfaces that are below (fill) design
grades are hidden and as-built surfaces that are above (cut) design grades are visible.

8.1. LLRW: After evaluating the field conditions within the CAW embankment from the October 2, 2024
aerial survey, site decommissioning and demolition (D&D) reserve requirements, and disposal
operations, it was determined that, should the site require premature closure, the most efficient and
stable closure configuration is still to construct two separate embankments—a modified version of the
Class A West embankment (PM CAW), and a premature (smaller) closure configuration of the former
Class A North (PM CAN). Since the PM CAN embankment would be equivalent to or smaller than
the formerly licensed Class A and Class A North embankments, it is reasonable to assume that the
cover systems would be constructed as previously licensed. In particular, the embankments would be
covered with 12” Temporary Cover, 24” of Radon Barrier (12” with a permeability less than 5E-08
cm/sec and 12” with a permeability at least 1E-06 cm/sec), 6” of Type B Filter, 12” Sacrificial Soil, 6”
of Type A Filter and 18” of Riprap over the embankment, and with 6” Type A Filter and 12” of Riprap
on the outer side of the drainage ditches. Since the PM CAW embankment design has geometries
like that of the CAW embankment, the CAW cover design should be applied to the PM CAW
embankment. In particular, the PM CAW would be covered with 12” Temporary Cover, 24” of Radon
Barrier (12” with a permeability less than 5E-08 cm/sec and 12” with a permeability at least 1E-06
cm/sec), 6” of Type B Filter on the top slope and 18” on the side slopes, 12” Sacrificial Soil, 6” of
Type A Filter and 24” of Riprap over the embankment, and with 6” Type A Filter and 18” of Riprap on
the outer side of the drainage ditches.
Premature Class A North Closure Embankment (PM CAN): The premature closure of the Class A
North Embankment could be accomplished by filling the area between and around the CWF, CLSM
and Large Component areas with LLRW demolition debris and soil materials and creating a smaller
embankment. The conceptual redesign (attached Figure 7A) was revised to account for the
additional CWF placement and now has a design capacity of approximately 2,192,973 yd3. The side
slopes would not exceed 5:1 and the top slope would be 4%. The height at the shoulder (transition
from side slope to top slope) would be very close to the former Class A embankment design
(Elevation 4300 feet), thus assuring that the CWF disposal areas will have adequate waste placed
above them for inadvertent intruder protection and void collapse mitigation. The perimeter ditch
would be designed and graded to channel the embankment runoff away from the embankment to the
southwest where it ties into the PM CAW drainage ditch. Two areas (shown as teal hatched areas on
Figure 7A) within the embankment footprint do not have the clay liner necessary for disposal of
radioactive waste. Since the capacity over those areas is not required for D&D waste disposal, clean
native soils will either be left in place or clean fill will be used to construct the embankment to design
grades. Therefore, clay liner is not required in those areas. The conceptual design could be refined
further if actual waste and D&D volumes be less than estimated. The LLRW surety calculations for
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final cover construction (Section 207) are based on the design, volumes and areas shown on Figure
7A.
Premature Class A Closure Embankment (PM CAW): As of August 25, 2012, the former Class A
Embankment was filled to capacity, with all of the clay liner and liner protective cover having been
constructed and approved. Waste disposal has continued within the former Class A embankment
footprint, placing waste to the CAW limits. Considering the current waste configuration, along with the
design criteria listed above, a suitable premature closure design would be an embankment within the
former Class A footprint constructed to the design CAW limits, except with an expanded north
perimeter with the side slope (built at 5 to 1) that intercepts the CAW design surface, as shown in
Figure 7A. The conceptual embankment has a significantly longer (taller) 5 to1 slope on the north
side of the embankment. A slope stability analysis was previously performed for the longer/taller
north slope using the LEAME computer program (as documented in the 2016 Engineering Analysis).
The slope proves to be both statically and seismically stable. In addition, Rock Cover Design
Calculations were performed, demonstrating that the CAW embankment riprap design is more than
adequate (also documented in the 2016 Engineering Analysis) for the longer north slope. The PM
CAW embankment redesign was revised to account for waste placed along the north slope. It has a
calculated total design capacity of 4,765,461 yd3. An area (shown as teal hatched area on Figure 7A)
within the embankment northeast footprint does not yet have the clay liner necessary for disposal of
radioactive waste. Since the capacity over that area is not required for D&D waste disposal, clean fill
will be used to construct the embankment to design grades. Therefore, clay liner is not required in
that area. The LLRW surety calculations for final cover construction (Section 207) are based on the
design, volumes and areas shown on Figure 7A.
As shown in Figure 7A, an additional portion of the PM CAW was completed with final cover Phase 6
in 2024. Figure 7B details the specific cover layer areas completed. Figures 7A and 7B are used in
the LLRW surety calculations (Section 207) to account for PM CAW areas that would require cover
and credit the area with final cover. Since the erosion control layers are not broken into individual
layers in the LLRW surety calculations, the area of the completed Sacrificial Soil is used to calculate
the volumes of filter and riprap materials previously constructed as final cover.
Overbuild: Overbuild areas were identified and volumes were calculated for the PM CAW and PM
CAN embankments. The results (56,125 yd3 and 25,132 yd3 respectively) are shown on Figure 5A.
The total volume of overbuild is 81,257 yd3. Within this overbuild volume, approximately 55,135 yd3 in
the PM CAW and 23,191 yd3 in the PM CAN is waste; the remainder of this material is interim rad
cover, ramps, roads and native cut that could be used as fill material for the disposal of D&D debris
and the construction of the embankments. The corresponding volumes in Section 204 of the LLRW
surety calculations have been revised.
Embankment Clean Fill Material: Since the combined remaining capacity of the PM CAN and PM
CAW (~1.515 million yd3) far exceeds the volume needed for site D&D (refer to Section 9.1, Table 4
of this analysis), almost 1.052 million yd3 of clean native fill will be required to construct the
embankment to the design grades. This volume and the associated costs have been added to
Section 205 of the LLRW surety calculations.
Temporary Cover Settlement Monuments: Once the premature closure embankments have been
finish graded to the design limits and elevation, temporary cover is constructed, and interim
settlement monitoring monuments are installed. Figure 7A identifies the areas (design waste
footprints, 3,447,360 ft2 for the PM CAW and 1,986,129 ft2 for the PM CAN) that require temporary
cover. Figure 9 shows the extent of uncovered temporary cover that has been constructed, installed
settlement monitoring monuments and settlement monuments that would be required to be installed
at the time of premature closure.

8.2 Mixed Waste: The premature closure Mixed Waste embankment (PM MW) is the same design as
the previously permitted embankment design with 20 cells (1A through 10B) the licensed
embankment geometry prior to the addition of the 11A, 11B, 12A and 12B sumps. As such it has a
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design capacity of 1,097,401 yd3. Figures 7C and 7D summarize the design and associated cover
quantities used in the Section XVI of the MW closure cost calculations.
Figure 5B shows the as-built condition of the Mixed Waste embankment on October 2, 2024.
Analysis of the as-built conditions of the embankment and the information represented on Figure 5B
determines that 6,987 yd3 of overbuild material will need to be relocated or graded. The majority of
the overbuild material is located on the east and south side slopes and is predominately temporary
cover and soil ramp materials. However, for simplicity all overbuild is assumed to be waste that has
already been blended with soil—no additional fill is required to relocate this overbuild material.
Section XVI of the Mixed Waste closure cost calculations has been revised to this overbuild volume.

8.3 11e.(2): In 2021 the 11e.(2) embankment design was revised and the license amended. The revised
design has a design capacity of 1,629,255 yd3. This revised design also satisfies premature closure
needs, and therefore, is the proposed premature closure design. The revised embankment has a
smaller footprint and no longer requires additional liner to be constructed, as shown on Figure 7E.
Also, it should be noted that roughly 1/2 of the revised 11e.(2) embankment has final cover. The
premature closure embankment design provides more capacity than required for current site closure
needs, along with capacity for small amounts of new waste. As shown in Figure 7E, the conceptual
premature closure embankment footprint is 1,603,136 ft2 and the completed final cover area is
approximately 729,497 ft2; therefore, the area still needing cover is approximately 873,639 ft2. The
final cover areas shown on Figure 7E were used in Section 200 of the 11e.(2) surety calculations.
Figure 5C shows the as-built condition of the current licensed embankment on October 2, 2024.
Analysis of the as-built conditions of the embankment and the information represented on Figure 5C
determines that 16,171 yd3 of “overbuild” material will need to be relocated/regraded. The overbuild
material consists of placed waste that has already been blended with soil; therefore, no additional fill
will be required to relocate this overbuild material. Section 2 of the 11e.(2) surety calculations has
been revised to this new overbuild volume. Note that the revised embankment drawing that was
approved anticipated relocating this “overbuild” material.

9. RESERVE CAPACITY ANALYSIS

9.1. LLRW: Revised surety calculations since the reporting in the 2024 Annual As-Built Report for the
Class A West Embankment dated November 25, 2024 (CD-2024-241), show that 452,533 yd3 of
D&D debris and soil will need to be disposed of within the premature closure embankments. This
includes the 81,257 total yd3 of overbuild material (waste, interim rad cover, native soils, etc.)
currently placed outside of the conceptual waste limits of the premature LLRW closure
embankments, as presented in Section 8.1 and Drawing Figure 5A (Premature LLRW Closure
Embankments) of this analysis. Therefore, EnergySolutions is required to reserve sufficient airspace
of 452,533 yd3 with premature closure of the embankments for the surety D&D and overbuild
volumes. This volume is calculated from a summation of all other closure cost volumes within Section
204 of the LLRW surety calculations.

As shown in Figure 7A and Table 4, the PM CAN embankment has a total design capacity of
approximately 2,192,973 yd3 and the PM CAW embankment has a total design capacity of 4,765,461
yd3. As reported in the 2024 Annual As-Built Report for the Class A West Embankment dated
November 25, 2024 (CD-2024-241), the waste volume on October 2, 2024 (calculated using
Autodesk Civil 3D 2022 software) was 5,443,100 yd3. Subtracting the volume of waste from the
design capacity yields approximately 1,515,334 yd3 of space remaining in the LLRW footprint. This
calculated remaining space volume exceeds the reserve volume of 452,533 yd3.

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TABLE 4 - LLRW RESERVE CAPACITY
PM CAN Design Volume, CY

2,192,973
PM CAW Design Volume, CY

4,765,461
Total PM Design Volume, CY

6,958,434

Reported 2024 CAW As-Built Volume
10/2/24 Survey, CY

5,443,100
Total As-Built Volume, CY

5,443,100

Remaining PM Design Capacity, CY

1,515,334
Less LLRW Surety D&D Reserve Capacity, CY

452,533
(Overbuild Volumes Included in D&D Reserve)
Less 2016 CWF Area Backfill & Cover Volume, CY

14,566
Total Remaining LLRW PM Design Capacity (Fill), CY

1,048,235

As shown in Table 4, after the reserve capacity and required 2016 CWF Area backfill volume are
factored in, there is an excess capacity of 1,048,235 yd3 (28.3 Mft3) to accommodate waste placed in
the near term. As a worst-case estimate, it is assumed that 1,048,235 yd3 of fill material would need
to be placed in the conceptual embankments to close them in stable configurations (excavation from
drainage areas can accommodate a small portion of this fill material). Section 205 of the LLRW
surety calculations has been updated accordingly.

9.2. Mixed Waste: Per the 2024 Annual As-Built Report for the Mixed Waste Embankment dated
November 25, 2024 (CD-2024-241), 41,034 yd3 (unchanged) of demolition and decommissioning
(D&D) debris and soil and 6,987 yd3 of embankment overbuild will need to be disposed of in the
Mixed Waste embankment. The premature closure embankment (Figure 7C) would be the same
design and capacity as the embankment permitted prior to the addition of the 11 and 12 sumps. That
previous design has a total capacity of 1,097,401 yd3, of which 979,635 yd3 (2024 As-Built Volume)
has been consumed with placed waste, leaving 117,766 yd3 of capacity for the reserve and overbuilt
volumes. Therefore, there is more than sufficient reserve capacity. The embankment final closure
design could easily be revised per the actual volume needed, if less than required.

9.3. 11e.(2): There are no D&D generated wastes associated with the 11e.(2) embankment. Therefore,
the only surety reserve volumes are those associated with unloaded waste (1,000 yd3) and the
permitted maximum bulk waste in storage (10,000 yd3) as noted in Section 2 of the 11e.(2) surety
calculations. The conceptual embankment (see Figure 7E) has a total capacity of 1,629,255 yd3. As
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reported in the 2024 Annual As-Built Report for the 11e.(2) Embankment dated November 25, 2024
(CD-2024-241), 1,615,004 yd3 of waste (including 16,171 yd3 of overbuild as shown in Figure 5C)
was in the embankment on October 2, 2024 (including existing liner protective cover). That leaves
14,251 yd3 of remaining capacity for the 11,000 yd3 of unloaded and stored waste reserve and 1,686
yd3 of additional liner protective cover (see Section 3 of the 11e.(2) surety calculations). The 16,171
yd3 of surety overbuild (see Figure 5C) is accounted for in Section 2 of the 11e.(2) surety
calculations. The premature closure embankment design includes 3,251 yd3 of additional capacity for
waste disposal shown in the 2024 Annual As-Built report.

10. CLAY RESOURCE EVALUATION

10.1. LLRW: The proposed location for the clay borrow required for site closure is Section 29. The area
previously identified, remains available for clay borrow. Refer to Figure 8A (updated with 2024 topo)
for the volume calculations, updated topography and additional details.
There are 4 work elements identified in the surety calculations that require clay material. The
calculated surety volumes for Clay Liner/Protective Cover, CWF Cover, Temporary Cover and
Radon Barrier (for the conceptual PM CAW and PM CAN closure embankments) are summarized in
Table 5. Note that the current premature closure embankment designs do not require the
construction of additional clay liner.

TABLE 5 – LLRW SURETY NATIVE CLAY QUANTITIES
Borrow Need Spreadsheet Reference Cubic Yards
Clay Liner/Protective Cover Section 204 “Liner
Construction” 0
CWF Backfill “Cover” Section 207, Cover
Construction 7,283
Temporary Cover Section 205, Settlement
Monitoring 109,261
Radon Barrier (2-1 ft layers) Section 207, Cover
Construction 241,792
Total 358,336

As presented in the 2009 surety documentation, the locations of six geotechnical boreholes in the
area of the borrow pit are utilized to determine an average borrow depth of 10.33 ft, with 7.83 ft of
suitable clay material within the borrow pit limits. To meet the total clay borrow needed, the borrow
area in Section 29 (hatched area in Figure 8A) has an area of approximately 1,615,180 ft2. With an
average thickness of 7.83 feet, approximately 468,402 yd3 of suitable clay material is readily available
within an average one-way haul distance between 0.62 and 0.90 miles. The estimated total need
(358,336 yd3) is less than this proven resource.

10.2. Mixed Waste: The proposed location for the clay borrow required for the Mixed Waste facility closure
is in Section 5. The quality of the clay in Section 5 is well established with a typical borrow depth of at
least 8.5 ft, after clearing, grubbing and removing the top 6 inches and leaving the bottom two feet.
Clay borrow material has been removed from the Section 5 borrow area since 2022. Figure 8B was
revised to show the 2024 topo and the reduced borrow area. The smaller borrow area still provides at
least 256,585 yd3 of suitable clay.
There are two work elements identified in the closure cost calculations that require clay material, as
identified in Table 6 shown below. The quantities associated with Temporary Cover and Radon
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Barrier do not change for the 2024 update and are as previously calculated for the Mixed Waste
closure embankment, as shown in the respective closure costs section calculations.

TABLE 6 – MIXED WASTE CLOSURE COSTS NATIVE CLAY QUANTITIES
Borrow Need Spreadsheet Reference Cubic Yards
Temporary Cover Section XVI, Cell Closure 32,893
Radon Barrier (2-1 ft layers) Section XVI, Cell Closure 73,658
Total 106,551

10.3. 11e.(2): The proposed location for the clay borrow required for the 11e.(2) facility closure is the same
as that for the Mixed Waste facility (Section 10.2 of this report).
There are three work elements identified in the surety calculations that require clay material, as
identified in Table 7 shown below. The quantities associated with Liner/Liner Protective Cover,
Temporary Cover and Radon Barrier remain as previously calculated for the revised 11e.(2) closure
embankment, as shown in the respective surety section calculations.

TABLE 7 – 11e.(2) SURETY NATIVE CLAY QUANTITIES
Borrow Need Spreadsheet Reference Cubic Yards
Clay Liner/Protective Cover Section 3, Liner/Liner Protective
Cover 1,686
Temporary Cover Section 101, Settlement Monitoring 32,357
Radon Barrier (4 feet total) Section 200, Cover Construction 129,428
Total 163,471

The sum (270,022 yd3) of the Mixed Waste and 11e.(2) clay borrow needs is slightly more than the
identified Section 5 clay borrow resource of 256,585 yd3 in Section 5 meaning that the additional clay
borrow (~13,437 yd3 would need to be hauled from elsewhere. Section 29 calculations show that in
excess of 100,000 yd3 of material is available there. Moreover, an additional adjacent Section 5 clay
borrow area from which the top 3+ feet of clay was excavated over the years is estimated to still have
on average about 5 feet of available clay for an estimated resource volume of 743,198 cy that could be
mined and used.

11. ROCK BORROW (COVER MATERIALS)

11.1. LLRW: In preparation for future final cover construction projects, EnergySolutions has maintained a
contract with the United States BLM to purchase 200,000 yd3 of rock borrow material from the
Grayback Hills Community Pit 24. During 2024 approximately 82,677 yd3 material was removed from
the designated area within BLM Community Pit 24, and therefore the pit has a remaining reserve of
at least 717,323 yd3 of material. The total amount of borrow for cover materials required to cover the
PM CAW and PM CAN embankments is approximately 463,668 yd3 (approximately 212,096 yd3 for
PM CAW and 245,279 yd3 for PM CAN and 6,293 yd3 for the ditch outer slopes; see Section 207 of
the LLRW surety calculations). Credit for 82,677 yd3 of borrow (in Section 5), as well as processed
(screened) cover materials, stockpiled in Section 5, is taken in the LLRW surety calculations (Section
210).
EnergySolutions 2024 Engineering
Clive Facility Surety/Closure Analysis, R0

Page 12 of 13 04/23/25

11.2. Mixed Waste: It is estimated that 170,194 yd3 of rock borrow material will be required to cover the PM
Mixed Waste embankment (Section XVI of the Mixed Waste closure cost calculations). No credit for
stockpiled materials has been included in the Mixed Waste closure cost calculations.

11.3. 11e.(2): It is estimated that approximately 109,206 yd3 of rock borrow material will be required to
cover the PM 11e.(2) embankment (Section 200 of the 11e.(2) surety calculations). No credit for
borrow stockpiled in Section 5 is taken in the 11e.(2) surety calculations.

Table 8 summarizes the stockpiles of cover materials located in Section 5. Annual surveys of the stockpiles
are performed to calculate the volumes.
TABLE 8—SUMMARY OF STOCKPILED COVER MATERIALS (yd3)
Riprap Filter Sacrificial Soil Rock (BLM)
Borrow A B A B
8,638 13,165 153 10,618 1,041 82,677

The estimated total amount of rock borrow required for all three embankments is 463,668 + 170,194 +
109,206 = 743,068 yd3. Accounting only for the unprocessed rock borrow stockpiled on Section 5,
743,068 – 82,677 = 660,391 yd3 of additional rock borrow would be required. Therefore, the proven source
of rock borrow material from Grayback Hills Community Pit 24 is sufficient.

EnergySolutions 2024 Engineering
Clive Facility Surety/Closure Analysis, R0

Page 13 of 13 04/23/25

ATTACHMENT 1

FIGURES
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REVISED 01/30/25
POWER POLE TO REMAIN FOR SITE POWER
SUPPLY FOR SURVELLANCE & MONITORING
(TYPICAL OF POLES AROUND SECTION PERIMETER)
POWER POLE WITHIN SECTION 32
TO BE REMOVED AND DISPOSED
(TYPICAL OF NUMBERED POLES)
SECTION 32 BOUNDARY
PROPERTY BOUNDARY
AROUND VITRO (DOE)
RESTRICTED AREA
BOUNDARY
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(NO ADDITIONAL INTERIM SETTLEMENT
MONITORING MONUMENTS ARE
REQUIRED)

11e.(2) Calculations
Bureau of Labor Statistics Data Tools Charts and Applications Inflation Calculator
CPI Inflation Calculator

CPI Inflation Calculator
$ 250,000.00
in year1 month January year1 year 1978
has the same buying power as
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U.S. BUREAU OF LABOR STATISTICS
U.S. BUREAU OF LABOR STATISTICS Postal Square Building 2 Massachusetts Avenue NE Washington, DC 20212-0001
Telephone:[phone] Telecommunications Relay Service:7-1-1 www.bls.gov Contact Us
2024 11e.(2) Annual Surety Review Quantity Calculations and Assumptions
1
2
34
5
6
7
89
10
11
12
13
14
15
16
17
18
19
20
21
22
23
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6061
62
63
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68
69
70
71
A B D F G H I J K L M N O P QRS T V W X Z AA AB AC AD AE AF AG AH AI1FACILITY DECOMMISSIONING CY COST (NO MU)EXT. TOTAL 2021 Inflation:1.04200 (Provided b
No buildings will need to be decommissioned and decontaminated.2022 Inflation:1.07000 (Provided b
Buildings are included with LLRW Surety.2023 Inflation:1.03700 (Provided b
Decontamination of equipment used is covered within the LLRW Surety.2024 Inflation:1.02500 (Provided b
2 PLACEMENT OF MATERIAL
This item includes the maximum volume of material that is allowed on site that has
not been covered with the permanent radon and erosion barrier.
MAXIMUM VOLUMES DEFINED AS:On Site Not Unloaded =1,000 cy 2.41$ 2,414.91$
Calculated by number of full railcars and number of drums or boxes that are not unloaded.
Railcars hold an average of 70 cy, drums can hold 7.5 cf and boxes may hold
a variable amount (according to dimensions).
Time required to unload containers 10 cy per hour per worker 100 hrs 39.13$ 3,913.00$
Bulk Storage - Maximum Permitted =10,000 cy 2.41$ 24,149.13$
EMBANKMENT OVERBUILD
Overbuild (soil/waste to be relocated without additional fill material).
16,171.00 cy =16,171.00 16,171 cy 2.44$ 39,459.00$
2020 69,936.04$
2021 Inflation Factor (4.200%):1.04200 2021 72,873.35$
2022 Inflation Factor (7.000%):1.07000 2022 77,974.49$
2023 Inflation Factor (3.700%):1.03700 2023 80,859.54$
2024 Inflation Factor (2.500%):1.02500 2024 82,881.03$
3 LINER/LINER PROTECTIVE COVER
This item includes the additional soil to be placed over the constructed liner, and additional
liner required to construct the conceptual premature closure embankment (See Figure 3).
Construct additional liner protective cover over existing approved clay liner
Volume is determined based on analysis of completed liner and annual DTM data.=1,686 cy 2.44$ 4,114.02$
Construct new liner
Liner Volume (includes 1 ft extra for liner protective cover)0 sf x3 ft thick =0 cy 2.44$ -$
Remove Overburden of 11%0 cy x 0.11 =0 cy 2.44$ -$
2020 4,114.02$
2021 Inflation Factor (4.200%):1.04200 2021 4,286.81$
2022 Inflation Factor (7.000%):1.07000 2022 4,586.89$
2023 Inflation Factor (3.700%):1.03700 2023 4,756.60$
2024 Inflation Factor (2.500%):1.02500 2024 4,875.52$
100 RESTORATION OF GRADE
RESTORATION OF GRADE FOR EXCAVATED AREA WITHIN THE EMBANKMENTThis item will be updated with each annual review.
Fill in excavated areas with material from Section 5
Excavated Area to be filled calculated using AutoCAD by EnergySolutions:
Current values are from the 2022 Engineering Analysis by EnergySolutions
Area 1 (North)267,548 sf x 5.5 ft deep =1,471,514 sf =54,501 cy
Area 2 (West)1,480,079 sf x 6.5 ft deep =9,620,514 sf =356,315 cy
Total Volume of backfill required =410,816 cy 2.41$ 992,084.41$
2020 992,084.41$
2021 Inflation Factor (4.200%):1.04200 2021 1,033,751.96$
2022 Inflation Factor (7.000%):1.07000 2022 1,106,114.60$
2023 Inflation Factor (3.700%):1.03700 2023 1,147,040.84$
2024 Inflation Factor (2.500%):1.02500 2024 1,175,716.86$
101 SETTLEMENT MONITORING
Assumptions
Temporary settlement monuments will already be installed in areas where the waste is placed to full design height.
Temporary cover will be placed on area with uncovered waste and will consist of debris-free native soil
Assume monitoring area is equal to area of conceptual closure cell top slope area, 747,170 ft2
Temporary Cover (Area is equal to the open cell area of the conceptual closure cell, 1,144,016 ft2).Native Soil Volume 873,639 sf x 1 ft =32,357 32,357 cy 2.44$ 78,954.60$
Remove Overburden 32,357 cy x 0.11 =3,559 3,559 cy 2.44$ 8,684.35$
PLACEMENT OF MATERIAL
RESTORATION OF GRADE
Bulk storage permitted maximum is 10,000 cy. This does not include the 1,000 cy not unloaded.
LINER/LINER PROTECTIVE COVER
Page 1 April 2025
2024 11e.(2) Annual Surety Review Quantity Calculations and Assumptions
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A B D F G H I J K L M N O P QRS T V W X Z AA AB AC AD AE AF AG AH AITemporary settlement monuments will be installed and monitored for one year prior to cover construction.
Assume that surcharging will be required if settlement data is not acceptable for final cover construction.
In accordance with the CQA/QC Manual, temporary settlement monument will have the following spacing representing
a square foot area. The monuments will be doubled to account for the use of temporary monuments.
150 ft x 140 ft =21,000 sf
427,600 sf /div 21,000 sf x 22 =41 41 ea
All temporary settlement monuments will be surveyed four times.
Surveying will be provided by differential GPS using an existing site system, and using a one person crew.
The analysis of settlement data for the temporary cover will be performed twice per year.
Performance of embankment surveys (Crew of One Surveyor)
Four 10-hour days per quarter 4 days x 10 hr/qtr =40 40 hr 59.66$ 2,386.45$
Purchase of Temporary Monuments 41 Ea Assumed number of monuments
Estimated cost/ monument 30.00$ 1,230.00$
Bi-annual engineering review 2 events Assumed performed as part of LLRW review incl incl
(based on 24 hours)
Assume that temporary cover is placed immediately after completion of waste placement and that settlement
monitoring begins immediately. Assume preparation and stockpiling of cover clay and rock materials duringone year of monitoring keeps the construction contractor occupied, reducing the scope of multiple mobilizations.
Assume a supplemental mobilization event to relocate surcharged material and complete final cover construction.
Costs for supplemental mobilization are listed in Section 307.
2020 91,255.40$
2021 Inflation Factor (4.200%):1.04200 2021 95,088.12$
2022 Inflation Factor (7.000%):1.07000 2022 101,744.29$
2023 Inflation Factor (3.700%):1.03700 2023 105,508.83$
2024 Inflation Factor (2.500%):1.02500 2024 108,146.55$
200 COVER CONSTRUCTION
This item includes construction of the final cover, roads around the embankment,
drainage structures around the embankment, and permanent fencing. The final
cover design is assumed to be consistent with plan drawings in the 11e.(2) Radioactive
Materials License. If the maximum quantities of waste are not on site, and clean fill
is needed, the costs associated with disposal of the assumed maximum waste volume
would more than account for the excavation of clean fill and reclamation of the
clean fill areas. Reclamation of the pits used for erosion barrier and filter material,
is covered under a bond with the BLM.
The Final cover area is based on the area of open embankment equal to 873,639 ft2
based off of a premature closure conceptual cell (with an open cell limit of 840,000 ft2).Refer to Figure 7E in the 2024 Engineering Analysis.
Analysis for premature closure design and cover information.
Construct 873,639 sf of cover.
Radon Barrier 5E-08
Radon Barrier Volume 873,639 sf x 1 ft =32,357 32,357 cy 4.66$ 150,677.33$
Deflocculant (STPP)
32,357 cy lbs of deflocculant
873,639 cf lb/cf x 0.07 lbs/cf =61,155 3.05$ 186,521.93$
Mix and Place (conservatively use unburdened soil placement unit cost)=32,357 cy 4.70$ 152,220.30$
Radon Barrier 1E-06
Radon Barrier Volume 873,639 sf x 3 ft =97,071 97,071 cy 4.66$ 452,032.00$
Erosion Barrier
Assume 2.25 cy excavated per cy of rip-rap. Remaining material
is used to generate filter zone.
Erosion Barrier Volume 873,639 sf xx 1.5 ft =48,536 48,536 cy
Excavation 48,536 cy xx 2.25 cy/cy =109,206 109,206 cy 4.66$ 508,541.24$
Screening PlantAssume 280 cy/hour, 40 hours/week 109,206 cy /11,200 cy/week =10 10 weeks 1.83$ 199,960.48$
processing time (280*40 = 11,200 cy/wk)=68 69 Days
Placement:
Erosion Barrier 48,536 cy x =48,536 48,536 cy 4.70$ 228,332.81$
Filter Zone Volume 873,639 sf xx 1 ft =32,357 32,357 cy 4.70$ 152,220.30$
SETTLEMENT MONITORING
Applied at a rate of 3.5 lbs STPP per 50 cf radon barrier clay.
Page 2 April 2025
2024 11e.(2) Annual Surety Review Quantity Calculations and Assumptions
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A B D F G H I J K L M N O P QRS T V W X Z AA AB AC AD AE AF AG AH AIROAD AROUND EMBANKMENT
Grading for road around 11e.(2) Embankment covered in Section 100
Length
Calculated using AutoCAD along road centerline by EnergySolutions.
1 x 1,900 ft +1 x 1188 ft =
LARW Connection +0 ft =3,088 3,088 ft
Area 3,088 ft x 12 ft w =4,117 4,118 sy
Roadbase 3088 lf 12 ft wx 1 ft =1,372 1,373 cy 4.66$ 6,393.67$
DRAINAGE
Assume embankment erosion barrier installation includes excavation and erosion barrier placement to
center line of ditch. Need to construct outer side of perimeter ditch only.
Length of ditch construction to be 4,665 ft.
The embankment side of the ditch is covered with 18" of erosion protection (included in the final
cover section above). The other side of the drainage ditch is covered with 12" of erosion protection.
Erosion Protection Volume 1.5 ft x 30 ft x 4,665 ft =7,775 7,775 cy
Erosion Protection Excavation (quarry)7,775 cy x 2.25 =17,494 17,494 cy (included in Erosion Barrier)incl incl
Screening Plant 17,494 cy incl incl
Placement:7,775 cy =7,775 7,775 cy 4.70$ 36,576.72$
Filter zone excavation (quarry), screening and material included in erosion protection
Filter Zone Volume 1 ft x 30 ft x 4,665 ft =5,183 5,184 cy
Erosion Protection Excavation (quarry)5,184 cy x 2.25 =11,664 11,664 cy incl incl
Screening Plant 11,664 cy incl incl
Placement:5,184 cy =5,184 5,184 cy 4.70$ 24,387.61$
FENCES
Fencing will be placed using new, purchased fence materials.
Construction of new fence on the south and west edge of embankment
3,172 ft =3,172 3,172 lf
Construction of fencing using new, purchased material 3,172 ft =3,172 3,172 lf 29.57$ 93,788.22$
Fencing to be disposed from areas where contamination from site activities is likely.
6,328 ft =6,328 6,328 lf
Debris estimated from rolled sections at 1 cf per 10 feet
6,328 div 10 cf =23 24 cy (assumes 30 cy per load)293.55$ 293.55$
MONUMENTS
Assume 2 monuments =2 2 ea 278.80$ 557.60$
2020 2,192,503.76$
2021 Inflation Factor (4.200%):1.04200 2021 2,284,588.92$
2022 Inflation Factor (7.000%):1.07000 2022 2,444,510.14$
2023 Inflation Factor (3.700%):1.03700 2023 2,534,957.02$
2024 Inflation Factor (2.500%):1.02500 2024 2,598,330.94$
201 STOCKPILES OF CLOSURE ASSETS
Stockpiles within Section 5 are accounted for under the LLRW Surety Calculations - no credit will be given under the 11e.(2) Surety for those stockpiles.
-$
203 GROUNDWATER RESTORATION & WELL PLUGGING
Consistent with the approved surety, this item covers the restoration of aquifers that have been
contaminated by the operation of the tailings impoundment although the facility is designed
to minimize any contamination of the aquifer from its current background levels. It is assumed
that at the time of closure, there will not be any remedial action required. However,
groundwater restoration costs to cover any corrective actions required to restore groundwater
quality are included in accordance with Section 4.1.2 of the Technical Position On Financial Assurances For Reclamation, Decommissioning, and Long-Term Surveillance and Control Of Uranium
Recovery Facilities, 1988. These costs will be adjusted annually for inflation.
COVER CONSTRUCTION
STOCKPILES OF CLOSURE ASSETS
Page 3 April 2025
2024 11e.(2) Annual Surety Review Quantity Calculations and Assumptions
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208
209
210
211
212
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215
216
217
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219
220
221
222
223
224
225
226227
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236
237238
239240
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250
251
252
253
254
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259260
261
262
263
264
265
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267
A B D F G H I J K L M N O P QRS T V W X Z AA AB AC AD AE AF AG AH AICosts are based on the following (per Geosyntec experience):
Assume 1/3 of water treatment facility costs are allocated to LLRW, MW and 11e2, as all water will be treated at one system
Assume 16.9 million gallons to be treated using mid- to large-scale treatment system installed at facility $750,000 LS ÷ 3 $750,000 250,000.00$
Wells to be installed in a pump and treat system.
5 wells =5 ea ÷ 3 5,989.48$ 9,982.47$
Costs to monitor the five wells quarterly are based upon a 4 year time frame.
4 events per year x 4 years =16 events ÷ 3 2,100.00$ 11,200.00$
The treatment well system will be required to be plugged and abandoned
Number of drill holes to be plugged:
It is assumed that Bentonite will be used to plug Groundwater wells
5 wells x 40 lf deep =200 200 lf ÷ 3 37.86$ 2,524.21$
2020 273,706.68$
2021 Inflation Factor (4.200%):1.04200 2021 285,202.36$
2022 Inflation Factor (7.000%):1.07000 2022 305,166.53$
2023 Inflation Factor (3.700%):1.03700 2023 316,457.69$
2024 Inflation Factor (2.500%):1.02500 2024 324,369.13$
SUBTOTAL 11E.(2)4,294,320.03$ 300 SG&A OVERHEAD COSTS (WORKING CONDITIONS)
Assume 5.5% of direct cost 5.5%236,187.60$
301 MOBILIZATION, OVERHEAD, AND TOOLS & EQUIPMENT
Estimate 15% of direct costs for "Mobilization, Overhead, and Tools & Equipment " (MTE)15%644,148.00$
This addition is based on company/industry experience.
302 CONTINGENCY
Assume 10% of direct cost plus an additional 10% contingency on the cost for MTE (Section 301)Industry Standard: 10%10%493,846.80$
303 ENGINEERING AND REDESIGN
Includes re-engineering required to address partial filling of cell 2.25%96,622.20$
Includes QA/QC and Final Closure Report
304 PROFIT
Assume 10% of direct cost.10%429,432.00$ This addition is based on company/industry experience.
305a MANAGEMENT FEE
Cost for management during 5 years of decommissioning.5 years x 12 months =60 months ÷ 3 105,831.70$ 2,116,634.09$
Assume 1/3 of management costs are allocated to LLRW, MW and 11e2.
305b CLOSURE EQUIPMENT PURCHASE
Cost for purchase of construction equipment to be used during the 5-year decommissioning period. Includes 15% MTE and 10% contingency.
Assume purchase costs are allocated to LLRW, MW and 11e2 proportionally based on the closure cost.LS 931,435.26$ 931,435.26$
305c CLOSURE EQUIPMENT OPERATION AND MAINTENANCE
Cost for repairs and routine maintenance of construction equipment during 5 years of decommissioning. Includes 15% MTE and 10% contingency
Assume O&M costs are allocated to LLRW, MW and 11e2 proportionally based on the closure cost.
Annual Routine Maintenance for 5 years:5 years 817,835.85$ 474,512.94$
Annual Repairs for 4 years (Assume equipment will be disposed of in year 5 of decomissioning period):4 years 1,164,476.90$ 540,508.81$
306 DEQ OVERSIGHT OF PROJECT
Assume 4% of direct cost 4%171,772.80$
400 LONG TERM SURVEILLANCE
This item includes the annual inspections and maintenance that will be performed on the Surety area
and off-site features that may have been impacted by operations. The value is based on 1,279,196.00$
10 CFR 40, Appendix A - Criterion 10.
=Changed input values11e.(2) GRAND TOTAL 11,708,616.55$
8,026,768.97$
GROUNDWATER RESTORATION & WELL PLUGGING
Costs divided by 3 between LLRW, MRW, 11e2
Page 4 April 2025

LLRW Calculations
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
1
2
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7
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
1 STAGING AREA CY COST (NO MU)EXT. TOTAL 2021 Inflation:1.04200
Forecast is developed using "Unit Prices" that include the cost for equipment, labor, and other relavant costs as necessary.2022 Inflation:1.07000
2023 Inflation:1.03700
2024 Inflation:1.02500
2 ADMINISTRATION BUILDING (OLD)This is the general area from the north edge of the Vitro cell north to the section line, and
from the parking lot for the old administration building to the west edge of the Vitro cell.
The old administration (ARCs) building was demolished and disposed in 2012, including the removal
of soils underneath the building. Remaining item includes the removal of roads
and grade restoration as previously calculated.
Soil Excavation:
Assume all roads are reclaimed to a depth of 0.5 ft for a width of 25 ft as specified on drawing 9301-2.
Assume material for restoration of grade will come from Section 5, due south of the section used for
disposal. EnergySolutions owns the north half of Section 5. Borrow
source to be contoured and re-vegetated to minimize impact on surface water drainage.
Roads 100 ft w x 25 ft l x 0.5 ft th =46.30 cy 2.44$ 112.97$
Hauling =46.30 cy incl incl
Placement =46.30 cy incl incl
Compaction =46.30 cy incl incl
Restoration of grade
Backfill
Building 56 ft w x 84 ft l x 1 ft th =174.22 cy 2.41$ 420.73$
Roads 100 ft l x 25 ft w x 0.5 ft th =46.30 cy 2.41$ 111.80$
Final Grading
Building 56 ft w x 84 ft =522.67 sy Not Required
Roads 100 ft l x 25 ft w =277.78 sy
2020 645.50$
2021 Inflation Factor (4.200%):1.04200 2021 672.61$
2022 Inflation Factor (7.00%):1.07000 2022 719.69$
2023 Inflation Factor (3.700%):1.03700 2023 746.32$
2024 Inflation Factor (2.500%):1.02500 2024 764.98$ 3 LARW OPERATIONS BUILDINGThe LARW Operations Building is a metal two story structure located east of the LLRW
Operations Building that previously housed the site offices, change facility, and personnel radiation equipment.
Assume 66% void space within building per AIS experience (includes non-salvaged equipment/furniture to be land disposed)
DECONTAMINATION
Building equipment and furniture - assume residual value of items equal to salvage costs where salvage is warranted.
DEMOLITION
Building-Outside Walls 130 ft l x 19 ft w x 1 ft th =2,470.00 cf
130 ft l x 19 ft w x 1 ft th =2,470.00 cf
2nd Floor 130 ft l x 97 ft w x 1 ft th =12,610.00 cf
Assume 66% void space over maintenance bay per AIS exp.12,610 cf x 0.33 =4,203.33 cf
East side Extension 71.5 ft l x 9 ft w x 1 ft th =643.50 cf
71.5 ft l x 9 ft w x 1 ft th =643.50 cf
Roof 130 ft l x 97 ft w x 1 ft th =12,610.00 cf
Roof-Eastside Extension 71.5 ft l x 9 ft w x 1 ft th =643.50 cf
Total =36,293.83 cf
Foundation: 45' spread footing and perimeter strip footing
Spread footings:45 ft l x 2 ft w =90.00 sf
Strip Footings (including east side extension):
130 ft l +130 ft l +97 ft +
97 ft w -71.5 ft l +
71.5 ft l +6 ft w +6 ft w =466.00 lf
Total Footprint:
130 ft l x 97 ft w +
71.5 ft l x 6 ft w =13,039.00 sf
Floor Concrete:13,039 sf =1,448.78 sy
Floor Base:13,039 sf x 0.5 ft th =241.46 cy
Sidewalk 71.5 ft +130 ft +97 ft x
5 ft =165.83 sy
Sidewalk Base 298.5 ft l x 5 ft w x 0.5 ft th =27.64 cy
Decontamination Pad: (includes attached pad to the south)
Concrete 70.2 ft l x 29 ft w +
53 ft l x 16 ft w =2,883.8 sf =320.42 sy
Pad Base 2,883.8 sf x 0.5 ft th =53.40 cy
Decontamination Pad Upgrade
Concrete 32 ft x 80 ft =2,560 sf =284.44 sy
Pad Upgrade Base 2,560 sf x 0.5 ft =47.41 cy
Sediment basin
1/2 in steel plate liner
Main Ramp Area
3-sides at bottom corner 15.83 ft l +10.42 ft l x 2 ea
+16 ft l =68.50 lf
cut down center 15.83 ft l +10.42 ft l =26.25 lf
cut side walls in corners 4.92 ft l x 2 ea =9.83 lf
cut side walls at seven places (ignores shorter walls @ ramp)
4.92 ft l x 7 ea =34.42 lf
cut along center top of weir wall 16.00 ft l =16.00 lf
Sump Area
4-sides at bottom corner 16.00 ft l x 2 ea +
4.08 ft l x 2 ea =40.17 lf
ADMINISTRATION BUILDING (OLD)
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
cut down bottom center 4.08 ft l =4.08 lf
cut side wall in half 4.08 ft l =4.08 lf
Total Length of cutting =203.33 lf
Grating:50 ft x 19 ft =950.00 sf
Steel Railing:2 Ea *30 ft +16 ft
4.5 Ea x 6 ft +2 ft =128.00 lf
Remove Utilities
Assume buried electrical, telephone, sewer, computer, and water
Electrical:240 ft l x 2 ft w x 2 ft h =35.56 cy
Telephone:240 ft l x 2 ft w x 2 ft h =35.56 cy
Computer:250 ft l x 2 ft w x 2 ft h =37.04 cy
Sewer:510 ft l x 4 ft w x 2 ft h =151.11 cy
Water:210 ft l x 3 ft w x 2 ft h =46.67 cy
Total Removed 305.93 cy
Less replaced volume 270.37 cy
Disposal volume 306 cy -270 cy =35.56 cy
Miscellaneous Tanks:
Assume 500 lf cut up with torch and disposed in embankment 500.00 lf
Septic tanks =2.00 ea
DEBRIS VOLUME (demolition unit costs based on standard single level metal building 100' x 30')
Building:130 ft x 97 ft x 19 ft h =8,873.70 cy 7 units 1,353.23$ 9,472.58$
East side:143 ft x 12 ft x 9 ft h =572.00 cy 1 units 1,353.23$ 1,353.23$
Floor (six inch concrete):130 ft x 97 ft +
71.5 ft x 6 ft x 0.5 ft th =241.46 cy 16.90$ 4,080.76$
Roof 12,610 cf +644 cf =490.87 cy incl incl
Subtotal of Building Debris Volume =10,178.04 cy incl incl
Final Building Debris Volume 10,178 cy x 0.33 =3,392.68 cy incl incl
Assume 66% void space per AIS experience
Decontamination Pad
Floor:70.2 ft x 29 ft x 0.5 ft th =37.70 cy 16.90$ 637.14$
Floor of tank pads:53 ft x 16 ft x 0.5 ft th =15.70 cy 16.90$ 265.39$
Walls around wash pad:140.4 ft x 1 ft x 0.5 ft th =2.60 cy 16.90$ 43.94$
Walls at wastewater tank 64 ft x 3 ft x 0.5 ft th =3.56 cy 16.90$ 60.09$
Curb at freshwater tank 106 ft x 1 ft x 0.5 ft th =1.96 cy 16.90$ 33.17$
Pad upgrade 32 ft x 80 ft x 1 ft th =94.81 cy 16.90$ 1,602.38$
Foundation:
Spread footings:90 ft x 2 ft x 2.5 ft th =16.67 cy 27.78$ 462.93$
Strip footings:466 lf x 1.5 ft w x 1 ft th =25.89 cy 27.78$ 719.08$
Sidewalk:71.5 ft +130 ft +97 ft =
298.5 ft x 5 ft x 0.33 ft th =18.43 cy 16.90$ 311.40$
Sediment Basin:2 cy per unit
1/2 steel plate liner 28 ft x 40 ft x 0.04 ft th =1.66 cy 0.83 units 351.96$ 292.00$
Drainage Net 14.5 ft x 15 ft x 0.02 ft th =0.16 cy 0.08 units 351.96$ 28.35$
Grating:50 ft +19 ft x 1 ft th =2.56 cy 1.28 units 351.96$ 449.73$
Steel railing:128.00 ft x 1 ft th =4.74 cy 2.37 units 351.96$ 834.28$
Miscellaneous Tanks Assume 10 cy of debris =10.00 cy 5.00 units 351.96$ 1,759.80$
Septic Tanks Assume 2 each at 10 cy each 2 ea x 10 cy ea =20.00 cy 10.00 units 351.96$ 3,519.60$
Restricted Parking Asphalt Volume
From 2015 Update Engineering Analysis, Figure 2 90,100 sf 0.33 ft th =1,101.22 cy 10.89$ 11,993.80$
Debris Total:=3,649.11 cy incl incl
SOIL VOLUME:
Floor Base:13,039 sf x 0.5 ft th =241.46 cy
Decon Pad Base:70.2 ft x 29 ft th x 0.5 ft +
53 ft x 16 ft x 0.5 ft =53.40 cy
New Wash Pad Base:28 ft x 80 ft x 0.5 ft th =41.48 cy
Sidewalk Base:299 ft x 5 ft x 0.5 ft th =27.69 cy
Utilities:306 cy -270 cy =35.56 cy
Employee Parking Area Base:120 cy x 240 cy x 0.5 ft th =533.33 cy
Soil Volume Total:932.92 cy 2.44$ 1,138.22$
PLACEMENT:
Debris:=3,649.11 cy
Soil:=932.92 cy 2.44$ 1,138.22$
COMPACTION:=4,582.04 cy incl
EXCAVATION:
Contaminated Soil
Restricted Parking Area Soil 90,100 sf x 0.5 ft =1,668.52 cy 2.44$ 4,071.37$
Hauling:1,668.52 cy incl incl
Placement:1,668.52 cy incl incl
Compaction:1,668.52 cy incl incl
RESTORATION OF GRADE:
Building:13,039 sf x 1 ft =482.93 cy
Decontamination Pad:2,884 sf x 1 ft =106.81 cy
Pad Upgrade:2,560 sf x 1 ft =94.81 cy
Employee Parking Area:120 ft x 240 ft x 0.75 ft th =800.00 cy
Asphalt Chip Area:190 ft x 470 ft x 0.5 ft th =1,653.70 cy
Backfill Required:=3,138.25 cy 2.41$ 7,578.60$
FINAL GRADING
Building:13,039 sf =1,448.78 sy Not Required
Decon Pad 2,889 sf =321.00 sy
Decon Pad Upgrade 2,560 sf =284.44 sy
Units based on demolition of a 100' x 30' x 12' building
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Employee Parking Area:28,800 sf =3,200.00 sy
Asphalt Chip Area:89,300 sf =9,922.22 sy
Contaminated Soil:0 sf =0.00 sy
Final Grading Required:=15,176.44 sy
2020 51,846.06$
2021 Inflation Factor (4.200%):1.04200 2021 54,023.59$
2022 Inflation Factor (7.00%):1.07000 2022 57,805.24$
2023 Inflation Factor (3.700%):1.03700 2023 59,944.04$
2024 Inflation Factor (2.500%):1.02500 2024 61,442.64$ 5 ROLLOVER AREAThis is the area from the northeast corner of the Vitro cell north and east to the edge of
Section 32. Demolition and disposal of the rollover structure occurred in 2013.
Excavation of all of the contaminated soils was completed in 2022.
EXCAVATION
Contaminated Soil (small area at northwest corner of excavation)0 ft deep x 0 ft x 0 ft =0.00 cy incl incl
Contaminated Soil (small area at southwest end of excavation)0 ft deep x 0 ft x 0 ft =0.00 cy incl incl
Total Soil Volume =0.00 cy 2.44$ -$
RESTORATION OF GRADE
Backfill Contaminated Soil Excavations 0.00 cy +0.00 cy =0.00 cy incl incl
Total Backfill Required =0.00 cy 2.41$ -$
FINAL GRADING
Contaminated Soil (small area at northwest corner of excavation)10 ft x 5 ft 5.56 sy
Contaminated Soil (small area at southwest end of excavation)5 ft x 5 ft 2.78 sy
Total Grading Area =8.33 sy Not Required
2020 -$
2021 Inflation Factor (4.200%):1.04200 2021 -$
2022 Inflation Factor (7.00%):1.07000 2022 -$
2023 Inflation Factor (3.700%):1.03700 2023 -$
2024 Inflation Factor (2.500%):1.02500 2024 -$ 6 ROLLOVER ENCLOSURE
This item includes demolition of the MCC support building (demolished in 2021).
Assume excavation and backfill for east wall
Labor:1 x 2.5 days 8 hrs =20.00 hours
Equipment Rental 1 x 0.5 week =0.50 wk
Enclosure Dimensions
13.05 ft tall at East wall
DRAINAGE UPGRADE
DEMOLITION
East Retaining Wall (7'high, 8" thick wall)
Footing (1'thick 5.5' wide)156.33 ft l =156.33 lf
Footing Key Demo (1'wide 1.25'tall)156.33 ft l =156.33 lf
Debris Calculations
Walls 0.5 ft th
East Retaining Wall (7'high, 8" thick wall)
Debris Volume (wall)0.67 ft th x 7 ft tall x 156.33 ft long =729.56 cf
Area 7 ft tall x 156.33 ft long =1,094.33 sf
Debris Volume (footing )1 ft th x 5.5 ft wide 156.33 ft long =859.83 cf
Debris Volume (footing key)1.25 ft th x 1 ft wide 156.33 ft long =195.42 cf
Total soil excavation (assume soil volume is 10x concrete volume)10,943 cf divided by 27 cf/cy =405.31 cy 2.44$ 989.00$
Total concrete debris volume 1,785 cf =1,784.81 cf
1,785 cf =66.10 cy 27.78$ 1,836.07$
MCC BUILDING (DEMOLISHED AND DISPOSED OF IN 2021)
DEMOLITION
Building 18 ft x 20 ft x 10 ft h =0.00 cf
Concrete
Pad 20 ft l x 18 ft w =0.00 sf
Footings 76 ft l =0.00 lf
Stem Wall 76 ft l x 0.67 ft w =0.00 sf
DEBRIS
Building (use 1/4 cost)0 cf =0.00 cy
Roof 18 ft x 20 ft x 1 ft th =0.00 cy
Assume 66% Void Space (AIS exp.)0 cy x 0.33 =0.00 cy 0 units 1,353.23$ -$
Concrete
Pad 20 ft l x 18 ft w x 0.5 ft th =0.00 cy 16.90$ -$
Footings 76 ft l x 1.5 ft w x 0.67 ft th 0.00 cy 27.78$ -$
Stem Wall 76 ft l x 0.67 ft w x 2 ft th 0.00 cy 27.78$ -$
Concrete Debris Total =0.00 cy incl incl
Total MCC Debris 0 cy +0.00 cy =0.00 cy incl incl
BACKFILL SOIL PLACEMENT
Replace soil volume to fill footing excavations =0.00 cy 2.41$ -$
2020 2,825.07$
2021 Inflation Factor (4.200%):1.04200 2021 2,943.72$
2022 Inflation Factor (7.00%):1.07000 2022 3,149.79$
Units based on demolition of a 100' x 30' x 12' building
LARW OPERATIONS BUILDING
ROLLOVER ENCLOSURE
ROLLOVER AREA
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
2023 Inflation Factor (3.700%):1.03700 2023 3,266.33$
2024 Inflation Factor (2.500%):1.02500 2024 3,347.99$ 7 CONTAINER STORAGE PAD AND EVAPORATION PONDSThis item includes the demolition and disposal of the storage pad area,
LARW evaporation ponds, and berms; as well as excavation of contaminated soils.
This is the area from the south edge of the container storage pad to the rollover area
and from the edge of the Vitro cell east to the section line.
This item includes the 2000 Pond and NWCP located in the southwest and northwest corners of Section 32.
Per UDEQ request, also includes reclamation of ponds outside Section 32, including South West Storage Pond (Section 6) and
Section 29 water storage ponds
DEMOLITION
Catch basin/manholes
Assume 10 CY Each of Debris
Debris 4 Ea x 10 cy =40.00 cy 27.78$ 1,111.02$
Pump Station 2 Pump Station 627 lf per station =1,254.00 lf
Assume 2 CY Each of Debris 2 cy per unit
Debris 2 Ea x 2 cy =4.00 cy 2.00 units 351.96$ 703.92$
Container Storage Pad
Asphalt Pad 0.25 ft th x 250 ft x 250 ft =578.70 cy 10.89$ 6,302.87$
Asphalt Pad 250 ft x 250 ft =6,944.44 sy
Pad Base 0.67 ft th x 250 ft x 250 ft =1,543.21 cy 2.44$ 3,765.60$
Soil 0.5 ft th x 250 ft x 250 ft =1,157.41 cy 2.44$ 2,824.20$
Pad Berm (Assume Clean)1,040 ft long x 2 ft x 11 ft =847.41 cy 2.44$ 2,067.77$
1995 and 1997 Evaporation Ponds
Assume excavation of sump area beneath liners with a 2-foot offset
1995 Pond 16 ft w x 20 ft l x 5 ft th =59.26 cy 2.44$ 144.60$
1997 Pond 16 ft w x 20 ft l x 5 ft th =59.26 cy 2.44$ 144.60$
Liner Removal
Liner (estimated)240 ft x 240 ft =57,600.00 sf
Debris estimate (liner)240 ft x 240 ft x 0.01 ft x 2 =42.67 cy 2.44$ 104.11$
Debris estimate (piping)10 cy x 2 each =20.00 cy 2.44$ 48.80$
Time to Shred Debris 80 cy per hour =0.78 hours
Excavation of Berms
North Berm (clean; use as fill)190 ft x 4.19 ft x 11.4 ft x 2 =672.26 cy incl incl
South Berm (clean; use as fill)190 ft x 4.8 ft x 11.6 ft x 2 =783.64 cy incl incl
East Berm (clean, use as fill)210 ft x 2.89 ft x 10.96 ft x 2 =492.71 cy incl incl
West Berm (clean, use as fill)210 ft x 6.1 ft x 12.03 ft x 2 =1,141.51 cy incl incl
Total Berm Volume =3,090.13 cy 2.44$ 7,540.26$
2000 LARW Evaporation Pond
Assume excavation of sump area beneath liner with a 2-foot offset
2000 Pond 25 ft w x 26 ft l x 5 ft th =120.37 cy 2.44$ 293.72$
Liner Removal
Liner (estimated)468 ft x 258 ft 120,744.00 sf
Debris estimate (liner)468 ft x 258 ft x 0.01 ft =44.72 cy 2.44$ 109.12$
Debris estimate (piping)15 cy =15.00 cy 2.44$ 36.60$
Time to Shred Debris 80 cy per hour =0.75 hours
Excavation of Berms
North Berm (clean; use as fill)430 ft x 5 ft x 11.67 ft =929.01 cy incl incl
South Berm (clean; use as fill)430 ft x 5 ft x 11.67 ft =929.01 cy incl incl
East Berm (clean; use as fill)220 ft x 5 ft x 11.67 ft =475.31 cy incl incl
West Berm (clean; use as fill)220 ft x 5 ft x 11.67 ft =475.31 cy incl incl
Total Berm volume =2,808.64 cy 2.44$ 6,853.39$
Concrete Containment Trough and Spillway
Curbing 34 ft +15 ft x 2 sides =98.00 lf
Curbing Volume 98 lf x 0.67 sf =2.42 cy 16.90$ 40.89$
Spillway surface 15 ft x 30 ft x 0.5 ft th =8.33 cy 16.90$ 140.83$
Water Transfer Pad and Piping System
Concrete Pad 30 ft x 15 ft x 0.7 ft th =11.11 cy 16.90$ 187.78$
Curbing 30 ft +15 ft x 0.5 ft th =8.33 cy 16.90$ 140.83$
Curbing volume 90 lf x 0.5 sf =1.67 cy 16.90$ 28.17$
Sump Removal Volume 4 sides x 3 ft x 2.5 ft x 0.5 ft th =0.56 cy 16.90$ 9.39$
2000 LARW Evaporation Pond Turnaround Area
(area consists of road base material)100 ft l x 60 ft w x 0.5 ft th =111.11 cy 2.44$ 271.12$
Northwest Corner Pond (NWCP)
Assume excavation of sump area beneath liner with a 2-foot offset
NWC Pond 25 ft w x 26 ft l x 5 ft th =120.37 cy 2.44$ 293.72$
Transfer Pad
Concrete Pad 30 ft w x 19.5 ft l x 0.5 ft th =10.83 cy 16.90$ 183.08$
Concrete Pad Berms 0.5 ft w x 39 ft l x 0.5 ft th =0.36 cy 16.90$ 6.10$
Concrete Pad Bump Stop 0.8 ft w x 30 ft l x 1 ft th =0.89 cy 16.90$ 15.02$
Upper Asphalt Ramp 51.8 ft w x 35.95 ft l x 1 ft th =68.97 cy 10.89$ 751.18$
Lower Asphalt Ramp 52.1 ft w x 37.35 ft l x 1 ft th =72.07 cy 10.89$ 784.96$
Liner Removal
Liner (West Leg)314 ft l x 186 ft w =58,404.00 sf incl incl
Liner (West Leg Wedge)11 ft l x 186 ft w x 0.5 =1,023.00 sf incl incl
Discharge Pad HDPE Liner 30 ft l x 19.5 ft w x 0.02 =11.70 sf incl incl
Liner (East Leg)182 ft l x 166 ft w =30,212.00 sf incl incl
Liner (East Leg Wedge)80 ft l x 166 ft w x 0.5 =6,640.00 sf incl incl
Rub Sheets

April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
86 ft l x 22 ft w =1,892.00 sf incl incl
53 ft l x 22 ft w =1,166.00 sf incl incl
86 ft l x 22 ft w =1,892.00 sf incl incl
Total Liner Area 101,240.70 sf
Debris estimate (liner)101,240.70 sf x 0.01 ft th =37.50 cy 2.44$ 91.50$
Debris estimate (leak detection systems)15 cy =15.00 cy 2.44$ 36.60$
Time to Shred Debris 80 cy per hour =0.66 hours
North Berm (clean; use as fill)486 ft l x 171 sf cross section area =3,078.00 cy incl incl
South Berm (clean; use as fill)577 ft l x 171 sf cross section area =3,654.33 cy incl incl
Transfer Pad Berms (clean; use as fill)524.00 cy incl incl
East Berm (clean; use as fill)156 ft l x 171 sf cross section area =988.00 cy incl incl
West Berm (clean, use as fill)176 ft l x 171 sf cross section area =1,114.67 cy incl incl
Total berm volume =9,359.00 cy 2.44$ 22,836.98$
Concrete Containment Trough (for LDS)
Curbing (5"h x 5"w)26.67 ft l
Curbing volume 26.67 ft l x 0.42 ft w x 0.42 ft h =0.17 cy 16.90$ 2.90$
Slab (5" thick)1.5 ft x 4 ft +8.83 ft x 2 =23.67 sf
Trough Slab Volume 23.67 sf x 0.42 ft th =0.37 cy 16.90$ 6.17$
Concrete Spillway
Spillway surface volume (6" thick)15 ft x 37 ft =555.00 sf
Spillway Volume 15 ft x 37 ft x 0.5 ft th =10.28 cy 16.90$ 173.70$
Curbing 34 ft x 2 sides =68.00 lf
Curbing volume 68 ft x 0.67 ft w x 0.67 ft th =1.12 cy 16.90$ 18.92$
Jersey Barriers (Assume as block wall 8" for debris calculation)
Jersey Barrier Surface 14 ea x 32 ft l =448.00 lf
Jersey Barrier Volume 448 lf x 3 ft w x 1.5 ft th =74.67 cy 16.90$ 1,261.88$
Haul Volumes (sum of previous demolition not used as fill)
Debris 63 cy +579 cy +40 cy =681.37 cy incl incl
2000 Pond Debris 60 cy +10.75 cy +22 cy 92.14 cy incl incl
Container Pad Soil and Pad Base 1,543 cy +1,157 cy =2,700.62 cy incl incl
2000 Turnaround Volume 111.11 cy =111.11 cy incl incl
NWCP Transfer Pad 40 ft l x 16 ft w x 5 ft th =118.52 cy incl incl
Northwest Pond Debris 292.22 cy =292.22 cy incl incl
Total Haul volume =3,995.98 cy incl incl
Total Liner Volume to Shred =124.88 cy 23.24$ 2,901.80$
Time to Shred Liner 80.00 cy per hour =1.56 hours
EXCAVATION
Contaminated Surface - assume 100 ft strip to the North of the LARW Evaporation Pond;
30 ft corridor between facilities; 0.5 ft deep; West 25 ft strip to road; east side covered under rail.
North 190 ft x 100 ft x 0.5 ft x 2 =703.70 cy incl incl
West 570 ft x 25 ft x 0.5 ft x 2 =527.78 cy incl incl
Between Facilities 30 ft x 250 ft x 0.5 ft x 2 =277.78 cy incl incl
Turnaround Area (Road Excavation covered in Section 102)
273 ft x 30 ft x 0.5 ft =151.67 cy incl incl
Excavation of area containing grouted drainage line between the ponds to the pond vault.
The line was grouted after removal of the sediment basin at the Box Washing Facility.
200 ft l x 6 ft w x 12 ft =533.33 cy incl incl
Excavation of ramp between the ponds
Sand 100 ft l x 16 ft w x 5 ft th =296.30 cy incl incl
Total Preliminary Excavation =2,490.56 cy 2.44$ 6,077.23$
Restoration of Grade- assume credit for material in berms;
assume pond average depth is 3 feet below natural grade
1995 and 1997 LARW evaporation pond 2 x 210 ft x 190 ft x 3 ft =8,866.67 cy incl incl
Excavation of Sump Area 1995 Pond 16 ft w x 20 ft l x 5 ft th =59.26 cy incl incl
Excavation of Sump Area 1997 Pond 16 ft w x 20 ft l x 5 ft th =59.26 cy incl incl
preliminary excavation 8,985 cy -2,491 cy =6,494.63 cy incl incl
Subtotal Backfill Required 8,985 cy +2,491 cy =15,479.81 cy incl incl
LESS Berm Volumes 3,090 cy =3,090.13 cy incl incl
Total Backfill Required 15,480 cy -3,090 cy =12,389.68 cy 2.41$ 29,920.00$
2000 Evaporation Pond 468 ft x 258 ft x 6 ft =26,832.00 cy incl incl
Turnaround 60 ft x 100 ft x 0.5 ft =111.11 cy incl incl
Excavation of Sump Area 2000 Pond 25 ft w x 26 ft l x 5 ft th =120.37 cy incl incl
preliminary excavation =27,063.48 cy incl incl
Subtotal Backfill Required =27,063.48 cy incl incl
LESS Berm Volumes 2809 cy =2,808.64 cy incl incl
Total Backfill Required 27063 cy -2809 cy =24,254.84 cy 2.41$ 58,573.32$
Northwest Pond East Leg 108 ft w x 280 ft l x 6.75 ft =7,560.00 cy incl incl
Northwest Pond West Leg 98 ft w x 183 ft l x 6.75 ft =4,483.50 cy incl incl
Excavation of Sump Area NWC Pond 25 ft w x 26 ft l x 5 ft th =120.37 cy incl incl
preliminary excavation =12,687.87 cy incl incl
LESS Berm Volumes 9359 cy =9,359.00 cy incl incl
Total Backfill Required =3,328.87 cy 2.41$ 8,038.93$
Final Grade the Area
Contaminated Surfaces
North 190 ft x 100 ft =19,000.00 sf Not Required
East Berm (clean, use as fill)570 ft x 25 ft =14,250.00 sf
Between Facilities 250 ft x 30 ft =7,500.00 sf
Container Storage Pad 250 ft x 250 ft =62,500.00 sf
1995-1997 Evaporation Ponds 2 x 240 ft x 240 ft =115,200.00 sf
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
441
442
443
444
445
446
447
448
449450
451
452
453
454
455
456
457
458
459
460
461
462
463
464
465
466
467
468469
470
471
472
473
474
475
476
477
478
479
480
481
482
483
484
485
486
487
488
489
490
491
492
493
494
495
496
497
498
499
500
501
502
503
504
505
506
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508
509
510
511
512
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515
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519
520
521
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523
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525
526
527
528
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
2000 Evaporation Pond 468 ft x 258 ft =120,744.00 sf
Northwest Corner Pond 75824 sf +49164 sf =124,988.00 sf
Total Area in Square Feet =464,182.00 sf
Total Area in Square Yards 464,182 sf ÷ 9.00 =51,575.78 sy
2020 164,843.59$
2021 Inflation Factor (4.200%):1.04200 2021 171,767.02$
2022 Inflation Factor (7.00%):1.07000 2022 183,790.72$
2023 Inflation Factor (3.700%):1.03700 2023 190,590.97$
2024 Inflation Factor (2.500%):1.02500 2024 195,355.75$ 8 EQUIPMENT PAD NORTH OF THE 1997 EVAPORATION PONDThis item includes the excavation and disposal of the roadbase pad and 1 ft of the underlying soil.
Roadbase Excavation 215 ft l x 200 ft w x 2 ft th =3,185.19 cy 2.44$ 7,772.20$
Soil Excavation 215 ft l x 200 ft w x 2 ft th =3,185.19 cy 2.44$ 7,772.20$
Haul Volume =6,370.37 cy incl incl
Placement Volume =6,370.37 cy incl incl
Compaction =6,370.37 cy incl incl
Backfill excavated soil to re-establish grades =3,185.19 cy 2.41$ 7,691.94$
2020 23,236.34$
2021 Inflation Factor (4.200%):1.04200 2021 24,212.27$
2022 Inflation Factor (7.00%):1.07000 2022 25,907.13$
2023 Inflation Factor (3.700%):1.03700 2023 26,865.69$
2024 Inflation Factor (2.500%):1.02500 2024 27,537.33$ 9 EAST TRUCK UNLOADING FACILITYCONTAINER HOLDING PADS
DEMOLITION
Concrete 82 ft l x 26 ft w =2,132.00 sf
95 ft l x 26 ft w =2,470.00 sf
4,602.00 sf
Curbing (4 sides)26 ft l x 4 =104.00 lf
Footing 139 ft l +126 ft =265.00 lf
Trough 177 ft l x 4.33 ft w =767.00 sf
DEBRIS
Concrete 82 ft l x 26 ft w x 0.67 ft th =52.64 cy incl incl
95 ft l x 26 ft w x 0.67 ft th =60.99 cy incl incl
113.63 cy 16.90$ 1,920.36$
Curbing 104 ft l x 1 ft w x 0.50 ft th =1.93 cy 16.90$ 32.55$
Footing 139 ft l x 1.5 ft w x 0.83 ft th =6.44 cy 27.78$ 178.74$
126 ft l x 1.5 ft w x 0.83 ft th =5.83 cy 27.78$ 162.02$
Trough (three surfaces, ave. depth)3 Ea x 177 ft l x 4.33 ft w x 0.83 ft th =71.02 cy 16.90$ 1,200.22$
Container Holding Pad Debris =198.84 cy incl incl
Haul Volumes =198.84 cy incl incl
Placement =198.84 cy incl incl
Compaction =198.84 cy incl incl
SOIL EXCAVATION
82 ft l x 26 ft w x 0.5 ft th =39.48 cy incl incl
95 ft l x 26 ft w x 0.5 ft th =45.74 cy incl incl
Haul Volume 40 cy +46 cy =85.22 cy 2.44$ 207.95$
Placement =85.22 cy incl incl
Compaction =85.22 cy incl incl
Backfill =85.22 cy 2.41$ 205.80$
Final Grade
82 ft l x 26 ft w =236.89 sy Not Required
95 ft l x 26 ft w =274.44 sy
511.33 sy
TRUCK TURN AREA (Restricted Area Haul Road)
DEMOLITION
Woven Geotextile Debris 600 ft l x 35 ft w x 0.0066 ft =5.13 cy 2.44$ 12.53$
Recycled Asphalt (30" thick) 600 ft l x 35 ft w /9 =2,333.33 sy
Recycled Asphalt Debris 600 ft l x 35 ft w x 2.5 ft =1,944.44 cy 10.89$ 21,177.64$
Debris 5 cy +1,944 cy =1,949.58 cy incl incl
HAUL VOLUME =1,949.58 cy incl incl
PLACEMENT =1,949.58 cy incl incl
COMPACTION =1,949.58 cy incl incl
EXCAVATION 600 ft l x 35 ft w x 0.5 ft th =388.89 cy 2.44$ 948.93$
HAUL VOLUME =388.89 cy incl incl
PLACEMENT =388.89 cy incl incl
COMPACTION =388.89 cy incl incl
BACKFILL =388.89 cy 2.41$ 939.13$
FINAL GRADE 600 ft l x 35 ft w =2,333.33 sy Not Required
STAGING AREA (Released Container Pad)
DEMOLITION
Woven Geotextile (est 2 mm thick)520 ft l x 228 ft w =118,560.00 sf
Woven Geotextile Debris 520 ft l x 228 ft w x 0.0066 ft =28.98 cy 2.44$ 70.72$
Recycled Asphalt (14"thick)520 ft l x 228 ft w =13,173.33 sy incl incl
Recycled Asphalt Debris 520 ft l x 228 ft w x 1.42 ft =6,220.74 cy 10.89$ 67,752.31$
CONTAINER STORAGE PAD AND EVAPORATION PONDS
EQUIPMENT PAD NORTH OF THE 1997 EVAPORATION POND
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
529
530
531
532
533
534
535
536
537
538
539
540
541
542
543
544
545
546
547
548
549
550
551
552
553
554
555
556
557
558
559
560
561
562
563
564
565
566
567
568
569
570
571
572
573
574
575
576
577
578
579
580
581
582
583
584
585
586
587
588
589
590
591
592
593
594
595
596
597
598
599
600
601
602
603
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609
610
611
612
613
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616
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Debris 29 cy +6,221 cy =6,249.72 cy incl incl
HAUL VOLUME =6,249.72 cy incl incl
PLACEMENT =6,249.72 cy incl incl
COMPACTION =6,249.72 cy incl incl
EXCAVATION
EXCAVATION 520 ft l x 228 ft w x 0.5 ft th =2,195.56 cy 2.44$ 5,357.39$
HAUL VOLUME =2,195.56 cy incl incl
PLACEMENT =2,195.56 cy incl incl
COMPACTION =2,195.56 cy incl incl
BACKFILL =2,195.56 cy 2.41$ 5,302.08$
FINAL GRADE 520 ft l x 228 ft w =13,173.33 sy Not Required
TRUCK AND HEAVY EQUIPMENT ACCESS
DEMOLITION
Woven Geotextile Debris 76 ft l x 21 ft w x 0.0066 ft =0.39 cy 2.44$ 0.95$
Recycled Asphalt (6" thick)76 ft l x 21 ft w /9 =177.33 sy incl incl
Recycled Asphalt Debris 76 ft l x 21 ft w x 0.5 ft =29.56 cy 10.89$ 321.90$
Debris 0 cy +30 cy =29.95 cy incl incl
HAUL VOLUME =29.95 cy incl incl
PLACEMENT =29.95 cy incl incl
COMPACTION =29.95 cy incl incl
EXCAVATION
Road Base 76 ft l x 21 ft w x 0.5 ft th =29.56 cy incl incl
Sub Base 30 ft l x 34 ft w x 0.75 ft th =28.33 cy incl incl
Soil Excavation 30 ft l x 34 ft w x 0.5 ft th =18.89 cy incl incl
HAUL VOLUME 30 cy +28 cy +19 cy =76.78 cy 2.44$ 187.35$
PLACEMENT =76.78 cy incl incl
COMPACTION =76.78 cy incl incl
BACKFILL =18.89 cy 2.41$ 45.62$
FINAL GRADE 76 ft l x 21 ft w /9 =177.33 sy Not Required
UNLOADING PAD
DEMOLITION
Concrete Curbing 2 x 145 ft l +422 ft l =712.00 lf
Asphalt Chips (9")423 ft l x 70 ft w /9 =3,290.00 sy
Asphalt (3")423 ft l x 70 ft w /9 =3,290.00 sy
Jersey Barriers 423 ft l =423.00 lf
DEBRIS
Concrete Curbing 2 x 145 ft l x 0.5 ft w x 1.17 ft =6.28 cy incl incl
422 ft l x 0.83 ft w 1.17 ft =15.24 cy incl incl
Total Curbing Debris 6 cy +15 cy =21.52 cy 16.90$ 363.73$
Asphalt 423 ft l x 70 ft w x 1 ft th =1,096.67 cy 10.89$ 11,944.19$
Less 26 ft x 95 ft +82 ft x 26 ft =170.44 cy (10.89)$ (1,856.37)$
Woven Geotextile Debris 423 ft l x 70 ft w x 0.01 ft =7.24 cy 2.44$ 17.66$
Jersey Barriers (Assume as block wall 8" for debris calculation)423 ft l x 4 ft w x 0.67 ft th =41.78 cy 16.90$ 706.05$
1,097 cy -170 cy +
Debris Haul Volumes +42 cy +22 cy =989.74 cy incl incl
Placement =989.74 cy incl incl
Compaction =989.74 cy incl incl
EXCAVATION th
Road Base 423 ft l x 70 ft w x 0.417 ft th =457.31 cy incl incl
Sub Base 423 ft l x 70 ft w x 1 ft th =1,096.67 cy incl incl
Soil Excavation 423 ft l x 70 ft w x 0.5 ft th =548.33 cy incl incl
Soil Haul Volume 457 cy +1,097 cy +548 cy =2,102.31 cy 2.44$ 5,129.86$
Soil Placement =2,102.31 cy incl incl
Soil Compaction =2,102.31 cy incl incl
Backfill =548.33 cy 2.41$ 1,324.18$
Final Grade 423 ft l x 70 ft w /9 =3,290.00 sy Not Required
Less 26 ft x 95 ft +82 ft x 26 ft =511.33 sy
3,290 sy -511 sy =2,778.67 sy
ACCESS ROADS (east/west roads)
DEMOLITION
Asphalt (3" thick)560 ft l x 20 ft w /9 =1,244.44 sy
Recycled Asphalt (12" thick)560 ft l x 23 ft w /9 =1,431.11 sy
Asphalt Debris 560 ft l x 20 ft w x 0.25 ft =103.70 cy 10.89$ 1,129.47$
Recycled Asphalt Debris 560 ft l x 23 ft w x 1 ft =477.04 cy 10.89$ 5,195.58$
Woven Geotextile Debris 560 ft l x 23 ft w x 0.0066 ft =3.15 cy 2.44$ 7.68$
HAUL VOLUME 104 cy +477 cy +3 cy =583.89 cy incl incl
PLACEMENT =583.89 cy incl incl
COMPACTION =583.89 cy incl incl
EXCAVATION
Sub Base 560 ft l x 25 ft w x 0.75 ft th =388.89 cy incl incl
Soil Excavation 560 ft l x 25 ft w x 0.5 ft th =259.26 cy incl incl
HAUL VOLUME 389 cy +259 cy =648.15 cy 2.44$ 1,581.55$
PLACEMENT =648.15 cy incl incl
COMPACTION =648.15 cy incl incl
BACKFILL =259.26 cy 2.41$ 626.09$
FINAL GRADE 560 ft l x 25 ft w /9 =1,555.56 sy Not Required
DOCK ROADWAY (north/south road to dock)
DEMOLITION
Asphalt Chips 552 ft l x 39 ft w /9 =2,392.00 sy
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
617
618
619
620
621
622
623
624
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628
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630
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638
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640
641
642
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650
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681
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684
685
686
687
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703
704
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Recycled Asphalt (12 inches thick)552 ft l x 42 ft w /9 =2,576.00 sy
DEBRIS
Asphalt Chip Debris 552 ft l x 39 ft w x 0.25 ft =199.33 cy 10.89$ 2,171.01$
Recycled Asphalt Debris 552 ft l x 42 ft w x 1 ft =858.67 cy 10.89$ 9,352.04$
Woven Geotextile Debris 552 ft l x 42 ft w x 0.0066 ft =5.67 cy 2.44$ 13.83$
Debris 199.33 cy +858.67 cy +5.67 cy =1,063.67 cy incl incl
HAUL VOLUME =1,063.67 cy incl incl
PLACEMENT =1,063.67 cy incl incl
COMPACTION =1,063.67 cy incl incl
EXCAVATION
Sub Base 552 ft l x 39 ft w x 0.75 ft th =598.00 cy incl incl
Soil Excavation 552 ft l x 42 ft w x 0.5 ft th =429.33 cy incl incl
HAUL VOLUME 598 cy +429 cy =1,027.33 cy 2.44$ 2,506.80$
PLACEMENT =1,027.33 cy incl incl
COMPACTION =1,027.33 cy incl incl
BACKFILL =429.33 cy 2.41$ 1,036.80$
FINAL GRADE 560 ft l x 39 ft w /9 =2,426.67 sy Not Required
DOCK
DEMOLITION
Concrete Pad (8") Normal Reinforcement 59.25 ft l x 60.5 ft w =3,584.63 sf
Less Ramp 20 ft l x 11.5 ft w =230.00 sf
Demolition Area 3584.63 sf -230.00 sf =3,354.63 sf
Ramp Surface 20 ft l x 10 ft w =200.00 sf
Footing (15" x 6'3")249.5 ft l =249.50 lf
Retaining Wall (5'4" tall and 9" thick)147.5 ft l x 5.33 ft h =786.67 sf
Retaining Wall (6'6" tall and 9" thick)60.5 ft l x 6.5 ft h =393.25 sf
Retaining Wall (6' tall and 9" thick)20 ft l x 6 ft h =120.00 sf
Retaining Wall (5'5" ave tall and 9" thick)20 ft l x 5.5 ft h =110.00 sf
DEBRIS
Dock Surface
Concrete Pad (8") Normal Reinforcement 59.25 ft l x 60.5 ft w x 0.67 ft th =88.51 cy incl incl
Less Ramp 20 ft l x 11.5 ft w x 0.67 ft th =5.68 cy incl incl
Slab Debris Subtotal 88.51 cy -5.68 cy =82.83 cy 16.90$ 1,399.84$
Ramp Surface 20 ft l x 10 ft l x 0.67 ft th =4.94 cy 16.90$ 83.46$
Retaining Walls
Wall (5'4" tall and 9" thick)147.5 ft l x 5.33 ft w x 0.75 ft th =21.85 cy 27.78$ 606.95$
Wall (6'6" tall and 9" thick)60.5 ft l x 6.5 ft w x 0.75 ft th =10.92 cy 27.78$ 303.41$
Wall (6' tall and 9" thick)20 ft l x 6 ft w x 0.75 ft th =3.33 cy 27.78$ 92.59$
Wall (5'5" ave tall and 9" thick)20 ft l x 5.5 ft w x 0.75 ft th =3.06 cy 27.78$ 84.87$
Footings 249.5 ft l x 6.25 ft w x 1.25 ft th =72.19 cy 27.78$ 2,005.21$
HAUL VOLUME =199.13 cy incl incl
PLACEMENT =199.13 cy incl incl
COMPACTION =199.13 cy incl incl
EXCAVATION
Select Fill (5'4" thick)60 ft l x 61 ft w x 5.3 ft th =722.96 cy
Soil Excavation 60 ft l 61 ft w 0.5 ft th =67.78 cy
HAUL VOLUME 723 cy +68 cy =790.74 cy 2.44$ 1,929.49$
PLACEMENT =790.74 cy incl incl
COMPACTION =790.74 cy incl incl
BACKFILL =67.78 cy 2.41$ 163.68$
FINAL GRADE 60 ft l x 61 ft w /9 =406.67 sy Not Required
RAMP
DEMOLITION
Road Base (Included in dock calculations)
Concrete Pad (included in dock calculations)
Retaining Wall (one side only, other included in dock calculations)20 ft l =20.00 lf
Footings (one side only, other included in dock calculations)20 ft l =20.00 lf
EXCAVATION (Included in dock calculations)
DEBRIS
Retaining Wall Debris 20 ft l x 6 ft h x 0.75 ft th =3.33 cy 28.24$ 94.15$
Footing 20 ft l x 6.25 ft x 1.25 ft =5.79 cy 27.78$ 160.74$
HAUL VOLUMES 3 cy +6 cy =9.12 cy incl incl
PLACEMENT =9.12 cy incl incl
COMPACTION =9.12 cy incl incl
FINAL GRADE (Included in dock calculations)
DOCK ACCESS AREA (Truck Parking when Docked)
DEMOLITION
Asphalt Chips (3")74 ft l x 40 ft w /9 =328.89 sy 10.89$ 3,582.05$
Recycled Asphalt (6" thick)74 ft l x 40 ft w /9 =328.89 sy 10.89$ 3,582.05$
Jersey Barriers 74 ft l =74.00 lf incl incl
DEBRIS
Asphalt Chips (3")74 ft l x 40 ft w x 0.25 ft th =27.41 cy incl incl
Recycled Asphalt (6" thick)74 ft l x 40 ft w x 0.5 ft =54.81 cy incl incl
Jersey Barriers (Assume as block wall 8")74 ft l x 4 ft w x 0.67 ft th =7.31 cy 28.24$ 206.43$
Woven Geotextile 74 ft l x 40 ft w x 0.0066 ft =0.72 cy 2.44$ 1.77$
HAUL VOLUMES =90.25 cy incl incl
PLACEMENT =90.25 cy incl incl
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
705
706
707
708
709
710
711
712
713
714
715
716
717
718
719
720
721
722723
724
725
726
727
728
729
730
731
732
733
734
735
736
737
738739
740
741
742
743
744
745
746
747
748
749
750
751
752
753
754
755
756
757
758
759
760
761
762
763
764
765
766
767
768
769770
771
772
773
774
775
776
777
778
779
780
781
782
783
784
785
786
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788
789
790
791
792
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
COMPACTION =90.25 cy incl incl
EXCAVATION
Road Base (6")74 ft l x 40 ft w x 0.5 ft th =54.81 cy incl incl
Sub Base (9")74 ft l x 40 ft w x 0.75 ft =82.22 cy incl incl
Soil Excavation 74 ft l x 40 ft w x 0.5 ft th =54.81 cy incl incl
HAUL VOLUMES =191.85 cy 2.44$ 468.14$
PLACEMENT =191.85 cy incl incl
COMPACTION =191.85 cy incl incl
BACKFILL 54.81 cy 2.41$ 132.37$
FINAL GRADE 74 ft l x 40 ft w =328.89 sy Not Required
TOTAL DEBRIS =11,363.89 cy incl incl
TOTAL SOIL =7,506.83 cy incl incl
2020 162,171.53$
2021 Inflation Factor (4.200%):1.04200 2021 168,982.74$
2022 Inflation Factor (7.00%):1.07000 2022 180,811.53$
2023 Inflation Factor (3.700%):1.03700 2023 187,501.56$
2024 Inflation Factor (2.500%):1.02500 2024 192,189.10$ 10 LLRW MAINTENANCE BAY (INSIDE RESTRICTED AREA) This shop is located just northeast of the Vitro Cell (Demolished and disposed of in 2021)
and consists of 4 Seavans stacked, 2 per side and covered by a beam/sheeting roof structure.
The structure has beam/sheeting front and back walls.
Assume propane and water tanks located outside of the Restricted Area will take 1 day (includes truck rental and hauling).
Assume torch cut length for seavans at 500 LF
Assume piping removal will take 1 day for crew with backhoe
Assume one week for one person for miscellaneous debris
Assume disposal volumes at 25 cy steel + 25 cy other =0 cy 1,353.23$ -$
Assume 1.5 times demolition module cost
2020 -$
2021 Inflation Factor (4.200%):1.04200 2021 -$
2022 Inflation Factor (7.00%):1.07000 2022 -$
2023 Inflation Factor (3.700%):1.03700 2023 -$
2024 Inflation Factor (2.500%):1.02500 2024 -$ 11 LLRW MAINTENANCE SHOPThis surety item includes the demolition, debris, disposal, and excavation costs.
DEMOLITION
Building Demolition (includes tanks and utilities)60 ft x 60 ft x 19 ft =68,400.00 cf
Awning (Roof Extension)60 ft x 37 ft x 19 ft =42,180.00 cf
Used oil storage extension 8 ft x 5 ft x 20 ft =800.00 cf
Concrete Floor 60 ft x 60 ft =3,600.00 sf
Concrete Wall 4 ft x 60 ft l x 4 ft ht =960.00 sf
Concrete footing (1' x 2.5' strip footing)60 ft x 4 ft =240.00 lf
Awning Concrete Foundation 4 @ 8.5 ft x 7 ft x 2.5 ft =238.00 sf
DEBRIS
Assume 66% void space per AIS experience
111,380 cf x 0.33 =1,375.06 cy 4 units 1,353.23$ 5,412.90$
Concrete Wall 960 sf x 0.75 ft th =26.67 cy 16.90$ 450.67$
Concrete Footing 240 ft x 1 ft x 1.5 ft =13.33 cy 27.78$ 370.34$
Concrete Floor 60 ft x 60 ft x 0.58 ft =77.78 cy 16.90$ 1,314.46$
Awning Concrete Foundation 4 @ 8.5 ft x 7 ft x 2.5 ft th =22.04 cy 16.90$ 372.43$
Gravel Pad 19,000 sf x 1 ft th =703.70 cy 2.44$ 1,717.11$
Utility Trench (estimated 200 LF)200 lf x 1 ft x 4 ft =29.63 cy 2.44$ 72.30$
Total Debris =2,248.21 cy incl incl
EXCAVATION (associated with demolition)
Revised Excavation, Compaction and Grading 19,000 sf 0.5 ft =351.85 cy 2.41$ 1,699.38$
2020 11,409.60$
2021 Inflation Factor (4.200%):1.04200 2021 11,888.80$
2022 Inflation Factor (7.00%):1.07000 2022 12,721.02$
2023 Inflation Factor (3.700%):1.03700 2023 13,191.69$
2024 Inflation Factor (2.500%):1.02500 2024 13,521.49$ 12 RAIL WASH FACILITY ON TRACK NO. 2This Surety item includes the demolition and disposal of the decon pad
and the associated building, and the excavation of surrounding soils to a
distance of 100' around the perimeter of the pad.
The remaining concrete was removed and disposed of in 2021.
Assume that rail track and ballast within the Restricted Area are covered under Rail Inside Restricted Area
DEMOLITION
Building (no building remains)
Remaining Telephone Pole Sections 0 lf @ 5.25 lf/ea =0.00 lf
Concrete
Sub Floor (reinforced) below tracks 0 ft l x 0 ft w =0.00 sf
Stem Wall (6" to 1'-6" average)0 ft l x 0 ft h =0.00 sf
Collection Sump Walls 0 ft l x 0 ft h =0.00 sf
Collection Sump Floor 0 ft l x 0 ft w =0.00 sf
Concrete Debris
Sub Floor (reinforced) below tracks 0 ft l x 0 ft w x 0 ft =0.00 cy 16.90$ -$
Stem Wall (6" to 1'-6" average)0 ft l x 0 ft w x 0 ft =0.00 cy 27.78$ -$
Collection Sump Walls 0 ft l x 0 ft h x 0 ft =0.00 cy 16.90$ -$
Collection Sump Floor 0 ft l x 0 ft w x 0 ft =0.00 cy 16.90$ -$
Concrete Debris 0.00 cy incl incl
Units based on demolition of a 100' x 30' x 12' building
EAST TRUCK UNLOADING FACILITY
LLRW MAINTENANCE BAY (INSIDE RESTRICTED AREA)
LLRW MAINTENANCE SHOP
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
793
794
795
796
797
798
799
800
801
802
803
804
805
806
807
808
809
810
811
812
813
814
815
816
817
818
819
820
821
822
823
824
825
826
827828
829
830
831
832
833
834
835
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838
839
840
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844
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Haul Volume
Concrete Debris =0.00 cy incl incl
Telephone Poles 0 lf x 0 ft dia =0.00 cy 0 loads -$ -$
Soil and Base (soil under sub floor, etc.)0 ft l x 0 ft w x 0.0 ft =0.00 cy incl incl
Backfill placed after 2011 demolition.0 ft l x 0 ft w x 0.0 ft =0.00 cy incl incl
Subballast & Fill left in place during 2011 demolition)0 ft l x 0 ft w x 0.0 ft =0.00 cy incl incl
Total Haul Volume (2 mile Round Trip)=0.00 cy incl incl
EXCAVATION
Excavate to remove 2011 demolition backfill, subballast & fill. (Completed in 2022)0.0 cy +0.0 cy =0.00 cy -$ -$
Excavate 100' from perimeter of facility to west and south to 0.5 ft; north area accounted for in Section 6;
east area accounted for in Section 103
Credit area to the south for excavation covered under rail inside area; (5 ft corridor along rail -credit the 30 ft facility width).
South 10 ft x 130 ft x 0.5 ft =24.07 cy incl incl
West 10 ft x 120 ft x 0.5 ft =22.22 cy incl incl
Less Rail Corridor to South 10 ft x 30 ft x 0.5 ft =5.56 cy incl incl
Total Preliminary Excavation 24 cy +22 cy -6 cy =40.74 cy 2.44$ 99.41$
Backfill =Preliminary Excavation Volume =40.74 cy 2.41$ 98.39$
Final Grade
South 10 ft x 130 ft =1,300.00 sf Not Required
West 10 ft x 120 ft =1,200.00 sf
Less Rail Corridor to South 10 ft x 30 ft =300.00 sf
1300 sf +1200.00 sf -300.00 sf
Total 2020 197.80$
2021 Inflation Factor (4.200%):1.04200 2021 206.10$
2022 Inflation Factor (7.00%):1.07000 2022 220.53$
2023 Inflation Factor (3.700%):1.03700 2023 228.69$
2024 Inflation Factor (2.500%):1.02500 2024 234.41$ 13 RAIL WASH FACILITY ON TRACK NO. 4This surety item includes the demolition and disposal of the concrete pads
and the associated buildings. Excavation of this area is covered in Section 5 (Rollover).
DEMOLITION
Wash Building 135 ft x 35 ft x 24 ft x 1 =56,700.00 cf 2 units 1,353.23$ 2,706.45$
Building Debris
Roof plywood 135 ft x 35 ft x 0.04 ft =7.00 cy incl incl
Trusses 24 Ea x 0.16 ft x 1 ft x 30 ft =4.27 cy incl incl
Roof purlins 231 Ea x 0.16 ft x 0.5 ft x 12 ft =8.21 cy incl incl
Wall girts 18 ft x 138 ft x 0.16 ft x 0.5 ft =7.36 cy incl incl
Insulation 2 Ea x 134 ft x 22 ft x 0.67 ft =145.58 cy incl incl
Wood posts 28 Ea x 0.67 ft x 0.67 ft x 26 ft =11.98 cy incl incl
Wall plywood 4 Ea x 138 ft x 0.04 ft x 22 ft =17.99 cy incl incl
Roof steel sheeting 135 ft x 0.13 ft x 32 ft =20.80 cy incl incl
Wall steel sheeting 4 Ea x 138 ft x 22 ft x 0.125 ft =56.22 cy incl incl
Wash platform steel 219 ft =219.00 lf incl incl
Wash platform steel torch cuts required 219.00 lf /1 lf per cut =219.00 pieces incl incl
Wash platform misc 68 cf =2.52 cy incl incl
Wash platform misc torch cut required =2.52 pieces incl incl
Total Wash Building Debris =281.94 cy incl incl
Equipment Building
Building Debris
Roof plywood 24 ft x 42 ft x 0.04 ft =1.49 cy incl incl
Trusses 6 Ea x 0.16 ft x 1 ft x 40 ft =1.42 cy incl incl
Roof purlins 56 Ea x 0.16 ft x 0.5 ft x 12 ft =1.99 cy incl incl
Wall girts 44 Ea x 0.16 ft x 0.5 ft x 10 ft =1.30 cy incl incl
Insulation 2 Ea x 40 ft x 14 ft x 0.67 ft =27.65 cy incl incl
Wood posts 8 Ea x 0.5 ft x 0.5 ft x 18 ft =1.33 cy incl incl
Wall plywood 4 Ea x 28 ft x 0.04 ft x 15 ft =2.49 cy incl incl
Roof steel sheeting 24 ft x 0.13 ft x 42 ft =4.85 cy incl incl
Wall steel sheeting 2 Ea x 28 ft x 16 ft x 0.13 ft =4.31 cy incl incl
Total Equipment Building Debris =46.85 cy 1 units 1,353.23$ 1,353.23$
Miscellaneous Debris Assume 10 cy =10.00 cy incl incl
Total Building Debris 282 cy +47 cy +10 cy =338.79 cy incl incl
Sump 2 Ea Assumed 4 cy debris total =4.00 cy 27.78$ 111.10$
Concrete
Building Post Embeds 46 Ea x 3.33 ft l =153.33 lf
Stem Wall (rail building) 8' doors 306.67 ft l x 1.82 ft w =558.14 sf
Floor Slab (rail building)131.17 ft l x 23.8 ft w =3,121.85 sf
Floor Slab under Tracks 131.17 ft l x 8 ft w =1,049.36 sf
Trench Drain 14.5 ft l x 4.2 ft w =60.90 sf
Trench Drain End 1.21 ft l x 1.5 ft w =1.82 sf
Sump Wall (rail building)17.17 ft l x 3.1 ft w =53.23 sf
Sump Floor (rail building)6.25 ft l x 3 ft w =18.75 sf
Stem Wall (equipment room)72 ft l x 1.92 ft w =138.24 sf
Stem Wall (interior equip room)34.83 ft l x 1.83 ft w =63.74 sf
Floor Slab (equipment room)41.17 ft l x 25.5 ft w =1,049.84 sf
Sump Wall (north)12 ft l x 1.92 ft w =23.04 sf
Sump Floor (north)3 ft l x 3 ft w =9.00 sf
Sump Wall (south)12 ft l x 1.92 ft w =23.04 sf
30 cy per load
Units based on demolition of a 100' x 30' x 12' building
Units based on demolition of a 100' x 30' x 12' building
RAIL WASH FACILITY ON TRACK NO. 2
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
881
882
883
884
885
886
887
888
889
890
891
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893
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895
896
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898
899
900
901
902
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904
905
906
907
908
909
910
911
912
913
914
915916
917
918
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921
922
923
924
925
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928
929
930
931
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Sump Floor (south)3 ft l x 3 ft w =9.00 sf
Doorway Pads 5 Ea x 4 ft l x 4 ft w =80.00 sf
Approach Apron Pads 2 Ea x 20 ft l x 20 ft w =800.00 sf
Concrete Debris
Building Post Embeds 46 Ea x 1.5 ft l x 3.33 ft l x 1.5 ft =12.78 cy 27.78$ 354.91$
Stem Wall (rail building) 8' doors 306.67 ft l x 1.33 ft w x 1.82 ft =27.49 cy 27.78$ 763.65$
Floor Slab (rail building)131.17 ft l x 23.8 ft w x 0.67 ft =77.47 cy 16.90$ 1,309.22$
Floor Slab under Tracks 131.17 ft l x 8 ft w x 1.17 ft =45.47 cy 16.90$ 768.49$
Trench Drain 14.5 ft l x 4.2 ft w x 0.67 ft =1.51 cy 16.90$ 25.54$
Trench Drain End 1.21 ft l x 1.5 ft w x 0.67 ft =0.05 cy 16.90$ 0.76$
Sump Wall (rail building)17.17 ft l x 0.67 ft w x 3.1 ft =1.32 cy 16.90$ 22.32$
Sump Floor (rail building)6.25 ft l x 3 ft w x 0.67 ft =0.47 cy 16.90$ 7.86$
Stem Wall (equipment room)72 ft l x 1.33 ft w x 1.92 ft =6.81 cy 27.78$ 189.14$
Stem Wall (interior equip room)34.83 ft l x 0.67 ft w x 1.83 ft =1.58 cy 27.78$ 43.93$
Floor Slab (equipment room)41.17 ft l x 25.5 ft w x 0.67 ft =26.05 cy 16.90$ 440.27$
Sump Wall (north)12 ft l x 0.67 ft w x 1.92 ft =0.57 cy 16.90$ 9.66$
Sump Floor (north)3 ft l x 3 ft w x 0.67 ft =0.22 cy 16.90$ 3.77$
Sump Wall (south)12 ft l x 0.67 ft w x 1.92 ft =0.57 cy 16.90$ 9.66$
Sump Floor (south)3 ft l x 3 ft w x 0.67 ft =0.22 cy 16.90$ 3.77$
Doorway Pads 5 Ea x 4 ft l x 4 ft w x 0.83 ft =2.46 cy 16.90$ 41.56$
Approach Apron Pads 2 Ea x 20 ft l x 20 ft w x 1 ft =29.63 cy 16.90$ 500.75$
Total Concrete Debris =234.68 cy incl incl
Propane Pad 18 ft x 20 ft x 0.67 =8.89 9 cy 16.90$ 150.22$
Propane Pad Area 18 ft x 27 ft div 9 =54.00 54 sf
Haul Volume
Debris 9 cy +338.79 cy +4 cy +234.68 cy =586.47 cy incl incl
Total haul volume (2 mile round trip)=586.47 cy incl incl
Compaction of Material 586.47 cy =586.47 cy incl incl
2020 8,816.28$
2021 Inflation Factor (4.200%):1.04200 2021 9,186.57$
2022 Inflation Factor (7.00%):1.07000 2022 9,829.63$
2023 Inflation Factor (3.700%):1.03700 2023 10,193.32$
2024 Inflation Factor (2.500%):1.02500 2024 10,448.16$ 16 INTERMODAL UNLOADING FACILITYThe intermodal unloading facility is located along the rail line to the east.
This surety item includes the demolition of concrete, asphalt chip ramps, paved roads and pad area.
DEMOLITION
Concrete
Retaining Wall Footing 2 Ea x 314.75 ft =629.50 lf
Retaining Walls (East/West-Sec 1)4 Ea x 35.2 ft l x 3.00 ft h =422.40 sf
Retaining Walls (East/West-Sec 2)4 Ea x 21.75 ft l x 3.00 ft h =261.00 sf
Retaining Walls (East/West-Sec 3)4 Ea x 50.2 ft l x 8.00 ft h =1,606.40 sf
Center Bay Wall (Sec 1)0 Ea x 10.1 ft l x 3.00 ft h =0.00 sf
Center Bay Wall (Sec 2)0 Ea x 21.75 ft l x 3.00 ft h =0.00 sf
Center Bay Wall (Sec 3)0 Ea x 50.2 ft l x 1.00 ft h =0.00 sf
Ramp Retaining Wall Footings 2 Ea x 90 ft l x =180.00 lf
Ramp Retaining Walls 2 Ea x 90 ft l x 7.00 ft h =1,260.00 sf
West Sump Walls 18 ft l x 4.50 ft h =81.00 sf
West Sump Floor 5 ft l x 5.00 ft w =25.00 sf
Dock Footing 29 ft l =29.00 lf
Dock Wall 29 ft l x 6.17 ft h =178.93 sf
Unload Floor 148 ft l x 98.00 ft w =14,504.00 sf
Ramp Floor 2 Ea x 152 ft l x 25.00 ft w =7,600.00 sf
Unload Apron 2 Ea x 35 ft l x 29.00 ft w =2,030.00 sf
Concrete Debris
Retaining Wall Footing 2 Ea x 314.75 ft l x 4.00 ft w x 2.00 ft th =186.52 cy 27.78$ 5,180.66$
Retaining Walls (East/West-Sec 1)4 Ea x 35.2 ft l x 1.00 ft w x 3.00 ft h =15.64 cy 27.78$ 434.53$
Retaining Walls (East/West-Sec 2)4 Ea x 21.75 ft l x 1.00 ft w x 3.00 ft h =9.67 cy 27.78$ 268.50$
Retaining Walls (East/West-Sec 3)4 Ea x 50.2 ft l x 2.00 ft w x 8.00 ft h =118.99 cy 27.78$ 3,305.09$
Center Bay Wall (Sec 1)0 Ea x 10.1 ft l x 1.00 ft w x 3.00 ft h =0.00 cy 16.90$ -$
Center Bay Wall (Sec 2)0 Ea x 21.75 ft l x 1.00 ft w x 3.00 ft h =0.00 cy 16.90$ -$
Center Bay Wall (Sec 3)0 Ea x 50.2 ft l x 1.00 ft w x 8.00 ft h =0.00 cy 16.90$ -$
Ramp Retaining Wall Footings 2 Ea x 90 ft l x 3.00 ft w x 1.00 ft th =20.00 cy 27.78$ 555.51$
Ramp Retaining Walls 2 Ea x 90 ft l x 1.00 ft w x 7.00 ft h =46.67 cy 27.78$ 1,296.19$
West Sump Walls 18 ft l x 0.50 ft w x 4.50 ft h =1.50 cy 27.78$ 41.66$
West Sump Floor 5 ft l x 5.00 ft w x 0.50 ft th =0.46 cy 27.78$ 12.86$
Dock Footing 29 ft l x 3.00 ft w x 1.00 ft th =3.22 cy 27.78$ 89.50$
Dock Wall 29 ft l x 1.00 ft w x 6.17 ft h =6.63 cy 16.90$ 112.00$
Unload Floor 148 ft l x 98.00 ft w x 0.84 ft th =451.24 cy 16.90$ 7,625.95$
Ramp Floor 2 Ea x 152 ft l x 25.00 ft w x 0.84 ft th =236.44 cy 16.90$ 3,995.95$
Unload Apron 2 Ea x 35 ft l x 29.00 ft w x 0.84 ft th =63.16 cy 16.90$ 1,067.34$
Sumps 5 Ea x 0.83 ft x 4 ft x 4 ft =2.47 cy 27.78$ 68.58$
Miscellaneous (assumed)=10.00 cy 16.90$ 169.00$
Total Concrete Debris =1,172.61 cy incl incl
Asphalt Chip Ramp Area 25 ft x 100 ft =277.78 sy
Asphalt Chip Debris 25 ft x 100 ft x 0.5 ft =46.30 cy incl incl
Asphalt Pad Area 431 ft x 205 ft /9 =9,817.22 sy
Asphalt Removal from Roads 665 ft x 25 ft /9 =1,847.22 sy
Asphalt Removal Total 278 sy +9,817 sy +1,847 sy =11,942.22 sy
Asphalt Pad and Road Debris
431 ft x 205 ft x 0.34 ft =1,112.62 cy incl incl
665 ft x 25 ft x 0.34 ft =209.35 cy incl incl
Asphalt Debris Total 46 cy +1,113 cy +209 cy =1,368.27 cy 10.89$ 14,902.28$
RAIL WASH FACILITY ON TRACK NO. 4
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
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1021102210231024102510261027102810291030103110321033
1034103510361037103810391040104110421043104410451046104710481049105010511052105310541055
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
SOIL EXCAVATION
Assume excavation of 100 ft from perimeter of the facility in north and south directions to 0.5 feet deep. This area included
in Section 101
Pad Excavation 431 ft x 205 ft /9 =9,817.22 sy
431 ft x 205 ft x 1.25 ft =4,090.51 cy incl incl
Road Excavation 665 ft x 25 ft /9 =1,847.22 sy
665 ft x 25 ft x 1.25 ft =769.68 cy incl incl
Total Excavation Area +9,817 sy +1,847 sy =11,664.44 sy
Total Excavation Volume 4,091 cy +770 cy =4,860.19 cy 2.44$ 11,859.38$
HAUL VOLUME
Debris 1,173 cy +1368 cy =2,540.87 cy incl incl
Soil =4,860.19 cy incl incl
Total Haul Volume =7,401.06 cy incl incl
Backfill Excavation =4,860.19 cy 2.41$ 11,736.92$
2020 62,721.90$ 2021 Inflation Factor (4.200%):1.04200 2021 65,356.22$ 2022 Inflation Factor (7.00%):1.07000 2022 69,931.15$ 2023 Inflation Factor (3.700%):1.03700 2023 72,518.61$ 2024 Inflation Factor (2.500%):1.02500 2024 74,331.57$ 17 CLEAN TRANSFER FACILITY
This item includes the demolition, debris volume, and excavation of the Clean Transfer Facility.
DEMOLITION
Concrete Wall Area 40 ft x 8 ft =320.00 sf
Concrete Footing (40 foot strip footing)=40.00 lf
Ramp 40 ft x 60 ft =2,400.00 sf
DEBRIS
Concrete Wall 40 ft x 8 ft x 0.75 ft =8.89 cy 16.90$ 150.22$
Concrete Footing 40 ft x 1 ft x 4 ft =5.93 cy 27.78$ 164.60$
SOIL
Ramp 40 ft x 60 ft x 6 ft =533.33 cy incl incl
Total Soil =533.33 cy 2.44$ 1,301.39$
EXCAVATION
Haul Volume Debris 9 cy +6 cy =14.81 cy incl incl
Haul Volume Soil =533.33 cy 2.44$ 1,301.39$
Place Material =548.15 cy incl incl
Compaction of material =548.15 cy incl incl
2020 2,917.60$ 2021 Inflation Factor (4.200%):1.04200 2021 3,040.14$ 2022 Inflation Factor (7.00%):1.07000 2022 3,252.95$ 2023 Inflation Factor (3.700%):1.03700 2023 3,373.31$ 2024 Inflation Factor (2.500%):1.02500 2024 3,457.64$ 18 CONTAINERIZED CLASS A AREA
DEMOLITION
Gravel Pad 246 cy
Utility Trench 15 cy
Total Demoltion 261 cy 2.44$ 637.14$
EXCAVATION
Haul Volumes 261.1 cy 2.41$ 630.56$
Placement of material 261.1 cy incl incl
Compaction of material 261.1 cy incl incl
2020 1,267.70$ 2021 Inflation Factor (4.200%):1.04200 2021 1,320.94$ 2022 Inflation Factor (7.00%):1.07000 2022 1,413.41$ 2023 Inflation Factor (3.700%):1.03700 2023 1,465.71$ 2024 Inflation Factor (2.500%):1.02500 2024 1,502.35$ 26 MOBILE BATCH PLANT
EQUIPMENT REMOVAL
Assume equipment will not be contaminated because no contact with waste will occur
Fence removal included in "General Closure of Section"
Screen Plant Pedestals
DEMOLITION
Foundation Pads (12" thick, average reinforced)
4 ea x 12 ft l x 5 ft w =240.00 sf
Piers (18" thick, heavy reinforced)
4 ea x 10 ft l x 6.5 ft w =260.00 sf
DEBRIS Pads 12 ft x 5 ft w x 1 ft th x 4 ea =8.89 cy 16.90$ 150.22$
Piers 10 ft x 6.5 ft w x 1.5 ft th x 4 ea =14.44 cy 27.78$ 401.20$
Debris Subtotal =23.33 cy incl incl
Conveyor Pad (6" concrete slab w/1 layer rebar 6" thick)
DEMOLITION
15.25 ft l x 18.25 ft w =278.31 sf
DEBRIS
15.25 ft l x 18.25 ft w x 0.5 ft th =5.15 cy 16.90$ 87.10$
Blower Pad
DEMOLITION 11.25 ft l x 15.25 ft w =171.56 sf
Pad Excavation Volume (Includes 0.75 ft of road base and 0.5 ft of soil)
Road Excavation Volume (Includes 0.75 ft of road base and 0.5 ft of soil)
CONTAINERIZED CLASS A AREA
INTERMODAL UNLOADING FACILITY
CLEAN TRANSFER FACILITY
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
1056
1057
1058
1059
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1062
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1080
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1090
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11151116
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
DEBRIS 11.25 ft l x 15.25 ft w X 0.5 ft th =3.18 cy 16.90$ 53.69$
Transformer Pad
DEMOLITION 7 ft l x 7 ft w =49.00 sf
DEBRIS 7 ft l x 7 ft w X 0.5 ft th =0.91 cy 16.90$ 15.34$
Large Equipment Pad
DEMOLITION 25.25 ft l x 25.25 ft w =637.56 sf
DEBRIS 25.25 ft l x 25.25 ft w X 0.5 ft th =11.81 cy 16.90$ 199.54$
Gate Slab (concrete slab w/1 layer rebar 8" thick)
DEMOLITION
10 ft l x 20 ft w =200.00 sf
DEBRIS 10 ft l x 20 ft w x 0.67 ft th =4.94 cy 16.90$ 83.46$
Batch Plant Foundation
DEMOLITION
Pad (18" thick pad, heavy reinforcement)54 ft l x 17 ft w =918.00 sf
Piers (2 ft thick wall)5 ea x 2 ft t x 11.5 ft w =115.00 sf
DEBRIS
Pad 54 ft l x 17 ft w x 1.5 ft th =51.00 cy 27.78$ 1,416.55$
Piers 5 ea x 11.5 ft l x 2 ft w x 2 ft th =8.52 cy 27.78$ 236.61$
Debris Subtotal =59.52 cy incl incl
Boiler Pedestals
DEMOLITION
Pad 4 ea x 10 ft l x 5 ft w =200.00 sf
(12" thick average reinforcement)
Piers 4 ea x 8 ft l x 6.5 ft w =208.00 sf
(12" thick wall, heavy reinforcement)
DEBRIS
Pad 4 ea x 10 ft l x 5 ft w x 1 ft th =7.41 cy 16.90$ 125.19$
Piers 4 ea x 8 ft l x 6.5 ft w x 1 ft th =7.70 cy 27.78$ 213.97$
Debris Subtotal =15.11 cy incl incl
Gravel Pad
Gravel Pad 400 ft x 300 ft x 1 ft =4,444.44 cy 2.44$ 10,844.93$
Mag-Chloride
DEMOLITION
5,000 gal Tank 1 ft x 10 ft x 20 ft =7.41 cy
Piping 8 lf x 0.25 ft x 0.05 ft =0.00 cy Small Vol.incl incl
Pad 54 ft l x 17 ft w x 1.5 ft th =51.00 cy 27.78$ 1,416.55$
Debris Subtotal =58.41 cy incl incl
TOTAL DEBRIS =4,626.80 cy incl incl
EXCAVATION
Haul Volume =4,626.80 cy incl incl
Placement =4,626.80 cy incl incl
Compaction of material =4,626.80 cy incl incl
2020 15,244.35$
2021 Inflation Factor (4.200%):1.04200 2021 15,884.62$
2022 Inflation Factor (7.00%):1.07000 2022 16,996.54$
2023 Inflation Factor (3.700%):1.03700 2023 17,625.41$
2024 Inflation Factor (2.500%):1.02500 2024 18,066.05$ 27 WIRELESS TOWER SUPPORT SURFACEDEMOLITION
Concrete Surface 8 ft X 8 ft X 4 ft th =9.48 cy
Two Each
DEBRIS 9.48 cy x 2 Each =18.96 cy 27.78$ 526.71$
Concrete
EXCAVATION
Haul Volume =18.96 cy incl incl
Placement =18.96 cy incl incl
Compaction of material =18.96 cy incl incl
2020 526.71$
2021 Inflation Factor (4.200%):1.04200 2021 548.83$
2022 Inflation Factor (7.00%):1.07000 2022 587.25$
2023 Inflation Factor (3.700%):1.03700 2023 608.98$
2024 Inflation Factor (2.500%):1.02500 2024 624.20$ 28 GUARD SHACKS (10)
Guard Shacks within restricted area (Section 32) - East LLRW Tuck Unloading Facility HP Shack, LARW Container Storage Pad Shack, Intermodal Unloading Facility Cool Shack
Guard Shacks outside restricted area - CWF Access Control, South Access Control, East Side Rail Control, Rail Guard, Mixed Waste Sand Transfer Access, South Gate Security Shack, Mobile Guard Shack
DEMOLITION
Building Debris (Each)10 ft x 10 ft x 8 ft =800.00 cf
Assume 66% for void space per AIS experience 800 cf x 0.33 =266.67 cf
=9.88 cy incl incl
Building Debris Total 10 cy x 10 Ea =98.77 cy
Assume "small-job" cost (one load per shack)10.00 ea 114.88$ 1,148.83$
DEMOLITIO
This item includes costs for the demolition and disposal of debris from ten guard shacks on site.
MOBILE BATCH PLANT
WIRELESS TOWER SUPPORT SURFACE
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Concrete (Each)10 ft 10 ft =100.00 sf
100 sf x 10 Ea =1,000.00 sf
Concrete Debris 1000.00 sf x 0.67 ft th =24.69 cy 16.90$ 417.29$
Debris Total 10 cy +99 cy +25 cy =133.33 cy incl incl
RADIOLOGICAL SURVEY
Perform radological survey (1 event) consisting of up to 20 samples consistent with sampling for annual environmental monitoring costs incl incl
2020 1,566.12$
2021 Inflation Factor (4.200%):1.04200 2021 1,631.89$
2022 Inflation Factor (7.00%):1.07000 2022 1,746.13$
2023 Inflation Factor (3.700%):1.03700 2023 1,810.73$
2024 Inflation Factor (2.500%):1.02500 2024 1,856.00$ 29 TRANSPORTATION CASKSThis item includes costs for external decontamination of the casks and radiological survey.
Four casks will be decontaminated each day.
It is assumed that the residual value of the casks to future customers exceeds costs to haul from the site.
Therefore, no hauling costs are provided.
Quantity 20 ea div 4 per day =5.00 days
Labor 8 hours x 2 ea x 5.00 days =80.00 hours 80.00$ 6,400.00$
80.00$ /hr Outside Contractor cost / laborer
Health Physics Technician 8 hours x 1 ea x 5.00 days =40.00 hours 61.00$ 2,440.00$
61.00$ /hr Outside Contractor cost / Tech
2020 8,840.00$
2021 Inflation Factor (4.200%):1.04200 2021 9,211.28$
2022 Inflation Factor (7.00%):1.07000 2022 9,856.07$
2023 Inflation Factor (3.700%):1.03700 2023 10,220.74$
2024 Inflation Factor (2.500%):1.02500 2024 10,476.26$ 31 PLACEMENT OF STORED WASTEThis item includes the maximum volume of radioactive waste that is allowed on site that has
not been placed to approved disposal specifications.
MAXIMUM VOLUMES DEFINED AS:
On-site Not Placed
The time for unloading railcars or containers is the same; assumed to be one hour of labor for every 10 cubic yards of waste.
In Rail Cars, Not Unloaded =22,000 cy
Time required to unload waste (cars or containers):10 cy per hour per worker =2,200 hrs 39.13$ 86,086.00$
Costs for the unloading and decontamination of railcars are included in Section 209, General Cleanup
In Stockpiles =53,125 cy
DISPOSAL CALCULATIONS
Of the waste quanity in storage and not unloaded, 40% is debris and 60% is soil or soil-like
22,000 cy x 0.4 =8,800 cy
22,000 cy x 0.6 =13,200 cy
Waste volume determined for each railcar =75 cy
The number of railcars estimated =68 Ea
Amount to be disposed without unloading costs =53,125 cy
Of the 53,125 cy in stockpiles, 22,000 cy is to be disposed with CLSM =22,000 cy
The stockpile volume includes waste within embankment, the 22,000 cy of debris for disposal with CLSM,
and the material on the Shredder Infeed Pad
Assumption that Large Component Items to be disposed are included
CLSM Required is 22,000 cy debris x 1.87 cy CLSM / cy of debris =41,140 cy Using Exc Unit Price 2.44$ 53,682.39$
Assumption that the placement ratio of CLSM to debris is 1.87:1 (Based on Historical QC Records)CLSM creation/placement 60.98$ 2,508,717.20$
Price estimate for CLSM based on actual cost per EnergySolution at 65% flowable fill volume (2019 basis)
Compliance for the 22,000 cy CLSM debris limit is demonstrated as follows.
Stock Piles (Includes waste on shredder infeed pad)
Survey with GPS the perimeter of the pile and use survey software to calculate area, A.
Visually estimate the average height of the stock pile, H.
Adjust for void space using correction factor of 0.3 (70% void space).
V(SP) = A x H x 0.3
Placed in CLSM Lift (no CLSM poured)
Survey with GPS the perimeter of the debris in the CLSM lift and use survey software to calculate area, A.
Visually estimate the average height of the CLSM lift, H.
Adjust for void space using correction factor of 0.3 (70% void space).31,125.00 cy
V(CLSM) = A x H x 0.3
Large Component
Survey with GPS the perimeter of the Large Components, A.
Estimate (using field measurements/component information) the average height of the Large Components, H.
Adjust for void space using correction factor of 0.3 (70% void space).
V(LC) = A x H x 0.3
Total CLSM Debris Volume, V = V(SP) + V(CLSM) + V(LC) < 22,200 CY
Of the 31,125 cy remaining in stockpiles, 40% is debris and 60% is soil or soil-like
31,125 cy x 0.4 =12,450.00 cy
31,125 cy x 0.6 =18,675.00 cy
Amount of debris to be disposed using fill 12,450 cy =12,450.00 cy 2.44$ 30,379.35$
Soil-like waste 18,675 cy =18,675.00 cy 2.44$ 45,569.03$
ONE-TIME SPECIAL MAINTENANCE OF SHREDDER 55,000.00$ 55,000.00$
Shredder not used for extended period of time. Assume one-time special maintenance is needed before shredder can be used - based on EnergySolutions Cost.
ANNUAL MAINTENANCE OF SHREDDER =1.0 yr 6,283.28$ 6,283.28$
No recent maintenance costs due to shredder inactivity. Used avg of 2013 & 2014 reported maintenance cost adjusted to 2020 dollars with inflationary rates.
BACKUP GENERATOR POWER FOR SHREDDER =24 mo (2 years)11,865.00$ 284,760.00$
TRANSPORTATION CASKS
GUARD SHACKS (10)
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Assume up to 2 years rental in case power equipment is not available - United Rental monthly rate plus diesel fuel at 20 gallons/day for 20 days/month
ANNUAL MAINTENANCE OF TRAIN ENGINES (2)=1 yr 14,318.10$ 14,318.10$
ANNUAL MAINTENANCE OF CRANES
Annual Maintenance of 40 ton crane =2 yr 5,932.75$ 11,865.49$
Annual Maintenance of 90 ton crane =2 yr 5,932.75$ 11,865.49$
ANNUAL MAINTENANCE OF COMPACTORS (2)=1 yr 14,103.53$ 14,103.53$
ANNUAL MAINTENANCE OF CCS MONITORING SYSTEM =1 yr 16,000.00$ 16,000.00$
It is assumed that the contractor will use the Site's compactors (which are regularly maintained).
Actual maintenance cost will be used and increased annually using an inflationary rate
REMOVAL OF SRS DU WASTE
Palletized drums will be removed from the storage building, loaded into C-Van containers using an Extended Reach Forklift (assume forklift available on site)
16 pallets per container at the staging area; C-Vans will be decontaminated and surveyed
(HP Surveys included in Section 203 as Health Physics Support for Closure)
Number of C-Vans 1,352 ea div 16 =85.00 ea
Assumed decontamination time 2 hr x 85.00 ea =170.00 hr
Labor hours for Decontamination
Laborers 2 x 170.00 hr =340.00 hr x 78.22$ 26,594.80$
Foreman 1 x 170.00 hr =170.00 hr x 86.05$ 14,628.38$
Loaded C-Vans will be hauled from the cell to the conveyance area.
Assumed that on-site equipment will be used for removal from the embankment/storage and placement on conveyances.
Assumed 4 drums per pallet
Assumed number of drums =5,408.00 ea x
Assumed number of pallets =1,352.00 ea x
Assumed hours per to load into C-Vans
Labor required is as follows:
Assumed hours to remove from storage area
Equipment Operators 2 ea x 120 hr =240.00 hr x 78.22$ 18,772.80$
Labor Foreman 1 ea x 120 hr =120.00 hr x 86.05$ 10,325.92$
Assumed hours to load into C-Vans
Equipment Operators 1 ea x 160 hr =160.00 hr x 78.22$ 12,515.20$
Assumed hours per unit train for Truck Drivers to haul C-Vans to Conveyance Area
2 ea x 40 hr ÷ 8 =10.00 hr x 78.22$ 6,257.60$
Cost to address deteriorating drums
Approach/Plan: Rather than risk handling individual drums, each pallet will secured in a Supersack that is staged on a new pallet.
5,408 drums or 1352 pallets @4 drums pallet (2020 pricing used)
Materials
Cost for supersacks 1352 ea x $30 sack =40,560.00 40,560.00$
Cost for Heavy Duty Pallet 1352 ea x $41.50 Pallet =56,108.00 56,108.00$
Labor
3 FTE's to overpack with bag on pallet, 0.42 hrs per pallet to "supersack"
Total man hrs 1690 hrs x $26 hr =43,940.00 43,940.00$
2020 3,368,332.56$
2021 Inflation Factor (4.200%):1.04200 2021 3,509,802.53$
2022 Inflation Factor (7.00%):1.07000 2022 3,755,488.71$
2023 Inflation Factor (3.700%):1.03700 2023 3,894,441.79$
2024 Inflation Factor (2.500%):1.02500 2024 3,991,802.84$ 32 DECONTAMINATION ACCESS CONTROL BUILDINGThis Surety item includes the demolition and disposal of the Decontamination/Access Building,
as well as excavation of contaminated soil, and roads
DEMOLITION
Wood Building 90.25 ft l x 40 ft w x 9 ft h =32,490.00 cf
Entrance 7 ft l x 7 ft w x 9 ft h =441.00 cf
Storage 13 ft l x 8.5 ft w x 10.5 ft h =1,160.25 cf
Boot Wash 12 ft l x 8 ft w x 10.5 ft h =1,008.00 cf
Roof Pitched Roof 1/2 90.25 ft l x 40 ft w x 7 ft h =12,635.00 cf
added 5% for three small roofs 12,635 cf x 0.05 =631.75 cf
=48,366.00 cf
Concrete
Stem Wall 257.16667 ft l x 2.5 ft h =642.92 sf
Stem Wall Foundation 254.5 ft l =254.50 lf
Floor Slab (1 pour/no joints)89.25 ft l x 39 ft w =3,480.75 sf
Stem Wall (South Storage)30 ft l x 2.5 ft h =75.00 sf
Stem Wall Foundation (SS)30 ft l =30.00 lf
Floor Slab (SS)13 ft l x 83.5 ft w =1,085.50 sf
Stem Wall (West Porch)32 ft l x 2.5 ft h =80.00 sf
Stem Wall Foundation (WP)32 ft l =32.00 lf
Floor Slab (WP)12 ft l x 8 ft w =96.00 sf
Asphalt (Parking Area) 100 ft l x 20 ft w +
74 ft l x 62 ft w =732.00 sy
Access Road
532 ft x 25 ft =1,477.78 sy
DEBRIS
Building (assume 66% void space per AIS experience)
48,366 cf /27 cf/cy x 0.33 =597.11 cy 20 loads 114.88$ 2,297.66$
Concrete
Stem Wall 257.17 ft l x 0.83 ft w x 2.5 ft h =19.84 cy 27.78$ 551.15$
30 cy per load
PLACEMENT OF STORED WASTE
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Stem Wall Foundation 254.5 ft l x 1.5 ft w x 0.67 ft h =9.43 cy 27.78$ 261.81$
Floor Slab (1 pour/no joints)90.25 ft l x 39 ft w x 0.42 ft h =54.75 cy 16.90$ 925.31$
Stem Wall (South Storage)30 ft l x 0.83 ft w x 2.5 ft h =2.31 cy 27.78$ 64.30$
Stem Wall Foundation (SS)30 ft l x 1.5 ft w x 0.67 ft h =1.12 cy 27.78$ 31.02$
Floor Slab (SS)13 ft l x 8.5 ft w x 0.42 ft h =1.71 cy 16.90$ 28.82$
Stem Wall (West Porch)32 ft l x 0.83 ft w x 2.5 ft h =2.47 cy 27.78$ 68.58$
Stem Wall Foundation (WP)32 ft l x 1.5 ft w x 0.67 ft h =1.19 cy 27.78$ 32.92$
Floor Slab (WP)12 ft l x 8 ft w x 0.42 ft h =1.48 cy 16.90$ 25.04$
Concrete Debris Total =94.29 cy
Asphalt
Parking Area 100 ft l x 20 ft w x 0.33 ft th =24.69 cy incl incl
Parking Area 74 ft l x 62 ft w x 0.33 ft th =56.64 cy incl incl
25 cy +57 cy =81.33 cy 10.89$ 885.83$
Access Road
532 ft x 25 ft x 0.33 ft th =164.20 cy 10.89$ 1,788.33$
Miscellaneous debris (estimated)=10.00 cy 1 loads 114.88$ 114.88$
Total Debris =946.94 cy incl incl
Haul Volume =946.94 cy incl incl
Placement =946.94 cy incl incl
Compaction =946.94 cy incl incl
SOIL EXCAVATION
Under Foundation 4,598 sf x 0.5 ft th /27 cf/cy =85.15 cy incl incl
Parking Area
Roadbase 9 x 732 sy x 0.75 ft th /27 cf/cy =183.00 cy incl incl
Soil 9 732 sy x 0.5 ft th /27 cf/cy =122.00 cy incl incl
Access Road
Roadbase 13,300 sf l x 0.75 ft th /27 cf/cy =369.44 cy incl incl
Soil 13,300 sf l x 0.5 ft th /27 cf/cy =246.30 cy incl incl
Haul Volume =1,005.89 cy 2.44$ 2,454.49$
Placement =1,005.89 cy incl incl
Compaction =1,005.89 cy incl incl
2020 9,530.14$
2021 Inflation Factor (4.200%):1.04200 2021 9,930.40$
2022 Inflation Factor (7.00%):1.07000 2022 10,625.53$
2023 Inflation Factor (3.700%):1.03700 2023 11,018.68$
2024 Inflation Factor (2.500%):1.02500 2024 11,294.14$ 33 INTERMODAL CONTAINER WASH BUILDINGThis Surety item includes the demolition and disposal of the Intermodal Container Wash Building, as well as
the excavation of contaminated soil, and roads.
DEMOLITION
Metal Building 39 ft l x 25 ft w x 19.5 ft h =19,012.50 cf
135 ft l x 45 ft w x 25.75 ft h =156,431.25 cf
57 ft l x 10 ft w x 12 ft =6,840.00 cf
19,013 cf +156,431 cf +6,840 =182,283.75 cf
Concrete
NEW CONCRETE CALCULATIONS
DEMOLITION
Wash bay wall spread footing 6 x 28 ft l =168.00 lf
Wash bay wall 6 x 28 ft l x 16 ft h =2,688.00 sf
Sediment basin foundation 1 x 21 ft l =21.00 lf
Sediment basin N wall 1 x 9 ft l x 8.25 ft h =74.25 sf
Sediment basin S wall 1 x 9 ft l x 6.33 ft h =56.97 sf
Sediment basin spill wall 1 x 9 ft l x 3.83 ft h =34.50 sf
Sediment basin E & W sump walls 2 x 4 ft l x 8.75 ft h =70.00 sf
Sediment basin E & W walls 2 x 13 ft l x 6 ft h =156.00 sf
Equipment room stem wall footing 1 x 69.5 ft l =69.50 lf
Equipment room stem wall 1 x 75.875 ft l x 3.17 ft h =240.27 sf
Equipment room spread footing 1 x 5 ft l =5.00 lf
Equipment room column pier 1 x 1.67 ft l x 3.17 ft h =5.28 sf
Equipment room spread footing 1 x 3.5 ft l x =3.50 lf
Equipment room column pier 1 x 1.67 ft l x 3.17 ft h =5.28 sf
Wash bay E & W stem wall footings 2 x 32.5 ft l =65.00 lf
Wash bay E & W stem wall 2 x 32.5 ft l x 3.17 ft h =205.83 sf
Wash bay stem S wall footings 1 x 105 ft l =105.00 lf
Wash bay stem S wall 1 x 123 ft l x 3.17 ft h =389.50 sf
Wash bay S column spread footing 6 x 5 ft l =30.00 lf
Wash bay S column pier 4 x 2.5 ft l x 3.17 ft h =31.67 sf
Wash bay S column pier 2 x 1.58 ft l x 3.17 ft h =10.03 sf
Office & dock wall footing 1 x 111.00 ft l =111.00 lf
Office & dock wall 1 x 128.00 ft l x 5.92 ft h =757.76 sf
Office & dock wall curb 1 x 160 ft l x 0.67 ft h =106.67 sf
Office & dock N column spread footing 2 x 4 ft l =8.00 lf
Office & dock N column pier 2 x 1 ft l x 5.92 ft h =11.84 sf
Dock N wall spread footing 1 x 6 ft l =6.00 lf
Dock N wall column pier 1 x 1.71 ft l x 5.92 ft h =10.11 sf
Dock N wall spread footing 1 x 6 ft l =6.00 lf
Dock N wall column pier 1 x 1.71 ft l x 5.92 ft h =10.11 sf
Dock N wall spread footing 1 x 6.00 ft l =6.00 lf
Dock N wall column pier 1 x 1.71 ft l x 5.92 ft h =10.11 sf
Dock N wall spread footing 1 x 6.00 ft l =6.00 lf
Dock N wall column pier 1 x 1.71 ft l x 5.92 ft h =10.11 sf
Dock N wall spread footing 2 x 6 ft =12.00 lf
30 cy per load
DECONTAMINATION ACCESS CONTROL BUILDING
April 2025
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Dock N wall column pier 2 x 1.71 ft l x 5.92 ft h =20.23 sf
Office & dock wall footing 1 x 37 ft l =37.00 lf
Office & dock wall 1 x 47 ft l x 5.92 ft h =278.24 sf
Dock S wall footing 1 x 118.33 ft l =118.33 lf
Dock S wall 1 x 101.33 ft l x 3.25 ft h =329.33 sf
Dock stairs footings 6 x 5.33 ft l =32.00 lf
Dock stairs walls 6 x 12.5 ft l x 3.25 ft h =243.75 sf
Equipment room floor slab 1 x 37.75 ft l x 24.17 ft w =912.29 sf
Office floor slab 1 x 56.17 ft l x 10 ft w =561.67 sf
Dock floor slab 1 x 133.33 ft l x 11.67 ft w =1,555.56 sf
Dock floor deduct for stairs 6 x 5 ft l x 2.50 ft w =75.00 sf
Dock floor deduct for sump 1 x 9 ft l x 4 ft w =36.00 sf
Dock floor deduct for bay walls 6 x 5.5 ft l x 1 ft w =33.00 sf
Dock floor ADJUSTED =1,411.56 sf
Wash bay floor slab 1 x 133.33 ft l x 31.67 ft w =4,222.22 sf
Wash bay floor deduct for sediment basin 1 x 12 ft l x 9 ft w =108.00 sf
Wash bay floor deduct for bay walls 6 x 22.5 ft l x 1 ft w =135.00 sf
Wash bay floor ADJUSTED =3,979.22 sf
Transformer Pads
Transformer Pad 6 ft l x 8 ft w =48.00 sf
Adjacent Pads 5 ft l x 4 ft w =20.00 sf
5 ft l x 10 ft w =50.00 sf
South Side Grade Slab 140 ft l x 7 ft w =980.00 sf
Paved Area
Asphalt 145 ft l x 140 ft w =2,255.56 sy
40 ft l x 70 ft w =311.11 sy
175 ft l x 80 ft w =1,555.56 sy
2,256 sy +311 sy +1,556 sy =4,122.22 sy
6" Base 4,122 sy x 0.5 ft th =687.04 cy
Road
Asphalt 750 ft l x 25 ft w =2,083.33 sy
Asphalt subtotal 4,122 sy +2,083 sy =6,205.56 sy
Subtract South Side Grade Slab Area 980.00 sf x 0.1111 =108.88 sy
Asphalt Total =6,096.68 sy
DEBRIS
Metal Building (demo cost module based on 100' x 30' x 12' building)
Assume 66% void space per AIS experience 182,284 cf x 0.33 =2,250.42 cy 6 units 1,353.23$ 8,119.36$
CONCRETE
Wash bay wall footing 6 x 28 ft l x 7 ft w x 1 ft th =43.56 cy 27.78$ 1,209.78$
Wash bay wall footing 6 x 28 ft l x 1 ft w x 16 ft th =99.56 cy 27.78$ 2,765.21$
Sediment basin foundation 1 x 21 ft l x 15 ft w x 1.17 ft th =13.61 cy 27.78$ 378.06$
Sediment basin N wall 1 x 9 ft l x 1 ft w x 8.25 ft th =2.75 cy 16.90$ 46.48$
Sediment basin S wall 1 x 9 ft l x 1 ft w x 6.33 ft th =2.11 cy 16.90$ 35.68$
Sediment basin spill wall 1 x 9 ft l x 1 ft w x 3.83 ft th =1.28 cy 16.90$ 21.59$
Sediment basin E & W sump walls 2 x 4 ft l x 1 ft w x 8.75 ft th =2.59 cy 27.78$ 72.01$
Sediment basin E & W walls 2 x 13 ft l x 1 ft w x 6 ft th =5.78 cy 16.90$ 97.65$
Equipment room stem wall footing 1 x 69.5 ft l x 2 ft w x 0.83 ft th =4.29 cy 27.78$ 119.16$
Equipment room stem wall 1 x 75.875 ft l x 0.83 ft w x 3.17 ft th =7.42 cy 27.78$ 205.98$
Equipment room spread footing 1 x 5 ft l x 5 ft w x 0.83 ft th =0.77 cy 27.78$ 21.43$
Equipment room column pier 1 x 1.71 ft l x 0.83 ft w x 3.17 ft th =0.17 cy 27.78$ 4.64$
Equipment room spread footing 1 x 3.5 ft l x 3.5 ft w x 0.83 ft th =0.38 cy 27.78$ 10.50$
Equipment room column pier 1 x 1.71 ft l x 0.83 ft w x 3.17 ft th =0.17 cy 27.78$ 4.64$
Wash bay E & W stem wall footings 2 x 32.5 ft l x 2 ft w x 0.83 ft th =4.01 cy 27.78$ 111.45$
Wash bay E & W stem wall 2 x 32.5 ft l x 0.83 ft w x 3.17 ft th =6.35 cy 27.78$ 176.45$
Wash bay stem S wall footings 1 x 105 ft l x 2 ft w x 0.83 ft th =6.48 cy 27.78$ 180.03$
Wash bay stem S wall 1 x 123 ft l x 0.83 ft w x 3.17 ft th =12.02 cy 27.78$ 333.91$
Wash bay S column spread footing 6 x 5 ft l x 5 ft w x 0.83 ft th =4.63 cy 27.78$ 128.59$
Wash bay S column pier 4 x 2.5 ft l x 1.58 ft w x 3.17 ft th =1.86 cy 27.78$ 51.58$
Wash bay S column pier 2 x 1.58 ft l x 1 ft w x 3.17 ft th =0.37 cy 27.78$ 10.32$
Office & dock wall footing 1 x 111 ft l x 2 ft w x 0.83 ft th =6.85 cy 27.78$ 190.31$
Office & dock wall 1 x 128 ft l x 0.83 ft w x 5.92 ft th =23.39 cy 27.78$ 649.61$
Office & dock wall curb 1 x 160 ft l x 0.67 ft w x 0.67 ft th =2.63 cy 16.90$ 44.51$
Office & dock N column spread footing 2 x 4 ft l x 4 ft w x 0.83 ft th =0.99 cy 27.78$ 27.43$
Office & dock N column pier 2 x 1 ft l x 0.83 ft w x 5.92 ft th =0.37 cy 27.78$ 10.15$
Dock N wall spread footing 1 x 6 ft l x 6.00 ft w x 0.83 ft th =1.11 cy 27.78$ 30.86$
Dock N wall column pier 1 x 1.71 ft l x 1 ft w x 5.92 ft th =0.37 cy 27.78$ 10.40$
Dock N wall spread footing 1 x 6 ft l x 6 ft w x 0.83 ft th =1.11 cy 27.78$ 30.86$
Dock N wall column pier 1 x 1.71 ft l x 1 ft w x 5.92 ft th =0.37 cy 27.78$ 10.40$
Dock N wall spread footing 1 x 6 ft l x 6 ft w x 0.83 ft th =1.11 cy 27.78$ 30.86$
Dock N wall column pier 1 x 1.71 ft l x 1 ft w x 5.92 ft th =0.37 cy 27.78$ 10.40$
Dock N wall spread footing 1 x 6 ft l x 6 ft w x 0.83 ft th =1.11 cy 27.78$ 30.86$
Dock N wall column pier 1 x 1.71 ft l x 0.83 ft w x 5.92 ft th =0.31 cy 27.78$ 8.67$
Dock N wall spread footing 2 x 6 ft l x 6.00 ft w x 0.83 ft th =2.22 cy 27.78$ 61.72$
Dock N wall column pier 2 x 1.71 ft l x 1.00 ft w x 5.92 ft th =0.75 cy 27.78$ 20.81$
Dock S wall footing 1 x 118.33 ft l x 2.33 ft w x 1.50 ft th =15.34 cy 27.78$ 426.06$
Dock S wall 1 x 101.33 ft l x 0.83 ft w x 3.25 ft th =10.16 cy 27.78$ 282.33$
Dock stairs footings 6 x 5.33 ft l x 5.00 ft w x 1.00 ft th =5.93 cy 27.78$ 164.60$
Dock stairs walls 6 x 12.5 ft l x 0.83 ft w x 3.25 ft th =7.52 cy 27.78$ 208.96$
Equipment room floor 1 x 37.75 ft l x 24.17 ft w x 0.50 ft th =16.89 cy 16.90$ 285.52$
Office floor 1 x 56.17 ft l x 10.00 ft w x 0.50 ft th =10.40 cy 16.90$ 175.78$
Dock floor 1 x 133.33 ft l x 11.67 ft w x 0.50 ft th =28.81 cy 16.90$ 486.84$
Dock floor deduct for stairs 6 x 5.00 ft l x 2.50 ft w x 0.50 ft th =1.39 cy (16.90)$ (23.47)$
Dock floor deduct for sump 1 x 9 ft l x 4.00 ft w x 0.50 ft th =0.67 cy (16.90)$ (11.27)$
Dock floor deduct for bay walls 6 x 5.5 ft l x 1.00 ft w x 0.50 ft th =0.61 cy (16.90)$ (10.33)$
Units based on demolition of a 100' x 30' x 12' building
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Dock floor ADJUSTED =26.14 cy incl incl
Wash bay floor 1 x 133.33 ft l x 31.67 ft w x 0.67 ft th =104.25 cy 16.90$ 1,761.88$
Wash bay floor deduct for sediment basin 1 x 12 ft l x 9.00 ft w x 0.67 ft th =2.67 cy (16.90)$ (45.07)$
Wash bay floor deduct for bay walls 6 x 22.5 ft l x 1.00 ft w x 0.67 ft th =3.33 cy (16.90)$ (56.33)$
Wash bay floor ADJUSTED =98.25 cy incl incl
South Side Grade Slab 140 ft l x 7.00 ft w x 0.67 ft th =24.20 cy 16.90$ 408.94$
Transformer Pad 6 ft l x 8.00 ft w x 0.5 ft th =0.89 cy 16.90$ 15.02$
Adjacent Pads
5 ft l x 4.00 ft w x 0.5 ft th =0.37 cy 16.90$ 6.26$
5 ft l x 10.00 ft w x 0.5 ft th =0.93 cy 16.90$ 15.65$
Total Concrete Debris =480.25 cy incl incl
Paved Areas & Roads
Total Asphalt 6,206 sy x 0.33 ft th =689.51 cy 10.89$ 7,509.66$
South Side Grade Slab 980 sy x 0.33 ft th =12.10 cy 16.90$ 204.47$
=677.41 cy incl incl
Base 687 cy =687.04 cy 2.44$ 1,676.45$
Miscellaneous Debris (Estimated)=20.00 cy 1 loads 114.88$ 114.88$
Debris Total =3,440.17 cy incl incl
SOIL EXCAVATION
Building
Paved Areas & Roads
Base 687 cy th =687.04 cy incl incl
6,206 sy x 0.5 ft th th =1,034.26 cy incl incl
Soil
Haul Volume =1,721.30 cy 2.44$ 4,200.15$
Placement =1,721.30 cy incl incl
Compaction =1,721.30 cy incl incl
Backfill excavated area =1,721.30 cy 2.41$ 4,156.78$
2020 37,226.10$
2021 Inflation Factor (4.200%):1.04200 2021 38,789.60$
2022 Inflation Factor (7.00%):1.07000 2022 41,504.87$
2023 Inflation Factor (3.700%):1.03700 2023 43,040.55$
2024 Inflation Factor (2.500%):1.02500 2024 44,116.56$ 34 SHREDDER FACILITYCONCRETE AND STRUCTURAL DEBRIS
DRAINAGE SYSTEM
DEMOLITION
Remove Catchbasins (manholes) =10.00 ea
Remove Piping =699.00 lf
Soil Excavation (for piping removal)699 ft l x 2 ft w x 3.5 ft =181.22 cy 2.44$ 442.20$
DEBRIS
12" Diameter Piping 699 ft x 0.78540 sf /27 =20.33 cy
decrease by half due to crushing of pipes at time of disposal and deletion of air space 2 cy per unit
20.33 cy ÷ 2 =10.17 cy 5.08 units 351.96$ 1,789.11$
Catchbasins (Manholes)10 ea x 2 cy =20.00 cy 10.00 units 351.96$ 3,519.60$
TRANSFORMER PAD
DEMOLITION 10 ft l x 12.92 ft w =129.17 sf
DEBRIS 10 ft l x 12.92 ft w x 0.75 ft th =3.59 cy 16.90$ 60.64$
SOIL EXCAVATION 10 ft l x 12.92 ft w x 0.5 ft th =64.58 cy 2.44$ 157.59$
FINAL GRADE 129.17 sf /9 =14.35 sy Not Required
INFEED PAD(250' x 150')
DEMOLITION
Overall Dimension, including F1 and NW Corner
250 ft l x 150 ft w =37,500.00 sf
Less the NW Corner 90 ft l x 42 ft w /2 =1,890.00 sf
Less Footing F1 (infeed)35 ft l x 20 ft w =700.00 sf
Total Pad Surface Area =34,910.00 sf
12" Thick Slab, offset 5 ft in from perimeter for thickened edge 240 ft l x 140 ft w =33,600.00 sf
Less NW Corner 86.11 ft l x 40.25 ft w /2 =1,732.96 sf
Less F1, less 3.24 ft on east end 20 ft l x 31.76 ft w =635.20 sf
Demolition Area =31,231.84 sf
1'-8" Thickened Perimeter, equivalent width of 5ft 34,910 sf -31,232 sf =3,678.16 sf
Total pad area less 12" thick pad area
DEBRIS
Concrete Removal 12" thick 31,232 sf x 1 ft th =1,156.73 cy 16.90$ 19,548.98$
Concrete Removal 1'-8" thick 3,678 sf l x 1.67 ft th =227.05 cy 27.78$ 6,306.37$
Total Debris for Infeed Pad =1,383.78 cy incl incl
SOIL EXCAVATION
Piping excavation (average depth 11')699 ft l x 2 ft w x 11 ft =569.56 cy 2.44$ 1,389.78$
Area 34,910 sf x 0.5 ft =646.48 cy 2.44$ 1,577.49$
INFEED CONVEYOR PAD (WEST)
DEMOLITION
Pad (under both inner & outer footings)35 ft l x 20 ft w =700.00 sf
Footing 35 ft +35 ft +20 ft
30 cy per load
INTERMODAL CONTAINER WASH BUILDING
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
+20 ft =110.00 lf
DEBRIS
Pad 35 ft l x 20 ft w x 1.5 ft =38.89 cy 27.78$ 1,080.16$
Footing 110 ft l x 2 ft w x 1 ft =8.15 cy 27.78$ 226.32$
Footing 110 ft l x 1 ft w x 2 ft =8.15 cy 27.78$ 226.32$
SOIL EXCAVATION 35 ft l x 20 ft w x 0.5 ft =12.96 cy 2.44$ 31.63$
INFEED CONVEYOR PIERS (WEST INNER)
DEMOLITION
Piers 2 ea x 21 ft l =42.00 ft
DEBRIS 2 ea x 21 ft l x 1.92 ft =80.64 sf
2 ea x 21 ft x 1.92 ft
x 1.5 ft th =4.48 cy 27.78$ 124.43$
INFEED CONVEYOR PIERS (WEST OUTER)
DEMOLITION
Piers 2 ea x 27.3 ft l =54.60 ft
2 ea x 27.3 ft l x 2.21 ft =120.67 sf
DEBRIS
2 ea x 27.3 ft l x 2.21 ft =19.17 cy 27.78$ 532.53$
x 4.29 ft th
INFEED CONVEYOR PAD (MIDDLE)
Pad
DEMOLITION
25 ft l x 15 ft w x =375.00 sf
DEBRIS 25 ft l x 15 ft w x 3.5 ft =48.61 cy 27.78$ 1,350.20$
SOIL EXCAVATION 25 ft l x 15 ft w x 0.5 ft =6.94 cy 2.44$ 16.95$
INFEED CONVEYOR PIERS (MIDDLE)
DEMOLITION
4 ea x 3.33 ft l x 2 ft w =26.67 sf
DEBRIS
4 ea x 3.33 ft l x 2 ft w x 7.43 ft =7.34 cy 27.78$ 203.82$
INFEED CONVEYOR PAD (EAST)
DEMOLITION
Pad 12 ft l x 17.71 ft w =212.52 sf
DEBRIS
12 ft l x 17.71 ft w x 3.5 ft =27.55 cy 27.78$ 765.19$
SOIL EXCAVATION 12 ft l x 17.71 ft w x 0.5 ft =3.94 cy 2.44$ 9.60$
INFEED CONVEYOR PIERS (EAST)
DEMOLITION
Piers 4 ea x 2.25 ft l x 2.25 ft w =20.25 sf
DEBRIS
4 ea x 2.25 ft l x 2.25 ft w x 7.43 ft =5.57 cy 27.78$ 154.78$
DEBRIS SUBTOTAL =1,650.03 cy incl incl
SOIL EXCAVATION SUBTOTAL =1,239.88 cy incl incl
CRANE & PIN PULLER PAD
CONCRETE PAD
DEMOLITION
Pad 35.5 ft l x 11 ft w =390.50 sf
DEBRIS
35.5 ft l x 11 ft w x 3.5 ft =50.62 cy 27.78$ 1,406.01$
SOIL EXCAVATION 35.5 ft l x 11 ft w x 0.5 ft =7.23 cy 2.44$ 17.65$
FINAL GRADE =43.39 sy
CRANE AND PIN PULLER PIERS (LARGE)
DEMOLITION
4 ea x 2 ft l x 3 ft w =24.00 sf
DEBRIS
4 ea x 2 ft l x 3 ft w x 3.46 ft =3.08 cy 27.78$ 85.43$
CRANE & PIN PULLER PIERS (SMALL)
DEMOLITION
12 ea x 2 ft l x 2 ft w =48.00 sf
DEBRIS
12 ea x 2 ft l x 2 ft w x 4.13 ft =7.34 cy 27.78$ 203.93$
OUTFEED CONVEYOR PADS
DEMOLITION
3 ea x 14.83 ft l x 4 ft w =178.00 sf
DEBRIS
3 ea x 14.83 ft l x 4 ft w x 1.5 ft =9.89 cy 27.78$ 274.67$
OUTFEED CONVEYOR PIERS
DEMOLITION
6 ea x 2 ft l x 2 ft w =24.00 sf
DEBRIS
6 ea x 2 ft l x 2 ft w x 2 ft =1.78 cy 27.78$ 49.38$
PUSH WALL FOOTING
DEMOLITION
Equivalent to a 1'-6" thick slab
Wing Wall Pads 2 ea x 26.64 ft b +20 ft t x 16 ft =746.24 sf
Calculated as a Trapezoid A=1/2(b+t)
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Center Wall Pad 33.28 ft b +20 ft t x 16 ft =426.24 sf
Calculated as a Trapezoid A=1/2(b+t)
DEBRIS
Wing Wall Pads 747 sf x 1.5 ft =41.50 cy 27.78$ 1,152.69$
Center Wall Pad 427 sf x 1.5 ft =23.72 cy 27.78$ 658.90$
SOIL EXCAVATION 1,172 sf x 0.5 ft th =21.71 cy 2.44$ 52.98$
OUTFEED CONVEYOR PIERS (EAST)
DEMOLITION
2 ea x 3.5 ft l x 2 ft w =14.00 sf
DEBRIS
2 ea x 3.5 ft l x 2 ft w x 2 ft =1.04 cy 27.78$ 28.80$
PUSH WALL
DEMOLITION
Wall Sections 25 ft +22.5 ft l +22.5 ft l x 17 ft =1,190.00 sf
Subtract for decreasing wing walls 22.5 ft l x 5 ft =112.50 sf
Total Wall Surface Area 1,190 sf -113 sf =1,077.00 sf
DEBRIS
1,077 sf x 1.5 ft th =59.83 cy 27.78$ 1,661.91$
OUTFEED PAD
DEMOLITION
Overall Pad Dimensions 150 ft l x 114 ft w =17,100.00 sf
Less Push Wall and area behind Push Wall, equal to a trapezoid 40.91 ft l x 16 ft w =654.56 sf
17,100 sf -655 sf =16,445.00 sf
12" Thick slab, offset 5 ft in from perimeter for thickened edge 140 ft l x 104 ft =14,560.00 sf
Less push wall and area behind push wall, equal to trapezoid 41 ft l x 11 ft =450.01 sf
Demolition Area 14,560 sf -451 sf =14,109.00 sf
1'-8" Thickened Perimeter, equivalent width of 5 ft 16,445 sf -14,109 sf =2,336.00 sf
Total pad area less 12" thick pad area
DEBRIS
Concrete Removal 12" thick 14,109 sf x 1 ft th =522.56 cy 16.90$ 8,831.26$
Concrete Removal 1'8" thick 2,336 sf l x 1.67 ft th =144.20 cy 27.78$ 4,005.17$
Total Debris from Outfeed Pad =666.75 cy incl incl
SOIL EXCAVATION 16,445 sf x 0.50 ft th =304.54 cy 2.44$ 743.10$
Base 16,445 sf x 0.67 ft th =406.05 cy 2.44$ 990.80$
DEBRIS SUBTOTAL =865.55 cy incl incl
SOIL EXCAVATION SUBTOTAL =434.99 cy incl incl
SHREDDER FOUNDATION PAD
DEMOLITION
Pad 45 ft l x 48 ft w =2,160.00 sf
DEBRIS
45 ft l x 48 ft w x 3 ft =240.00 cy 27.78$ 6,666.14$
SOIL EXCAVATION
Soil 45 ft l x 48 ft w x 0.5 ft =40.00 cy 2.44$ 97.60$
Base 45 ft l x 48 ft w x 0.67 ft =53.33 cy 2.44$ 130.14$
MOTOR PIER
DEMOLITION
Pier 15.17 ft l x 8.85 ft w =134.25 sf
DEBRIS
15.17 ft l x 8.85 ft w x 14.49 ft =72.05 cy 27.78$ 2,001.23$
SHREDDER PIERS
DEMOLITION
Piers 2 ea x 2.25 ft l x 2.25 ft w =10.13 sf
DEBRIS
2 ea x 2.25 ft l x 2.25 ft w x 7.42 ft =2.78 cy 27.78$ 77.29$
VIBRATORY PAN PIER
DEMOLITION
20 ft l x 7 ft w =140.00 sf
Average Height 2.375 ft h
DEBRIS
140 sf x 2.375 ft =12.31 cy 27.78$ 342.05$
MOTOR CONTROL BUILDING FOUNDATION
DEMOLITION
Pad 19.58 ft l x 49.58 ft w =971.01 sf
45 ft l x 22.5 ft w =1,012.50 sf
DEBRIS
971 sf +1,013 sf x 2 ft =146.96 cy 27.78$ 4,081.98$
SOIL EXCAVATION 971 sf +1,013 sf x 0.5 ft =36.74 cy 2.44$ 89.65$
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
OPERATING PAD (LIGHT)
DEMOLITION
Overall Pad Dimensions 191 ft l x 105.91 ft w =20,228.81 sf
Add area west of push wall 40.91 ft l x 16 ft w =654.56 sf
Subtotal =20,883.37 sf
Subtract areas listed below:
Infeed Conveyor Pad (F2 Middle)25 ft l x 15 ft w =375.00 sf
Infeed Conveyor Pad (F3 East)12 ft l x 17.71 ft w =212.52 sf
Shredder /Bldg Pad (F4)45 ft l x 48 ft w =2,160.00 sf
Pin Puller Pad, F6 less south 3.59 ft 35.5 ft l x 7.41 ft w =263.06 sf
West Bldg Pad (F8)19.58 ft l x 49.58 ft w =971.01 sf
North Bldg Pad (F8)45 ft l x 22.5 ft w =1,012.50 sf
Total Demolition Volume =15,889.29 sf
DEBRIS
15,889.29 sf x 0.5 ft =294.25 cy 16.90$ 4,972.80$
SOIL EXCAVATION 15,889.29 sf x 0.5 ft =294.25 cy 2.44$ 717.99$
HAUL PAD
DEMOLITION
Overall Pad Dimensions 191 ft l x 44.1 ft w =8,423.10 sf
Less South 3.59 ft of Pin Puller Pad (F6)35.49 ft l x 3.59 ft w =127.41 sf
Overall Pad Area =8,295.69 sf
12" Thick Slab (Offset 5 ft in from perimeter for thickened edge)181 ft l x 34.1 ft w =6,172.10 sf
Less South 3.59 ft of Pin Puller Pad (F6)35.5 ft l x 3.59 ft w =127.45 sf
Demolition Area =6,044.66 sf
1'-8" Thickened Perimeter, equivalent width of 5 ft 8,296 sf -6,045 sf =2,251.00 sf
Total pad area less 12" thick pad area
DEBRIS
12" Thick Concrete 8,295.69 sf x 1 ft =307.25 cy 16.90$ 5,192.53$
1'-8" Thick Concrete 2,251.00 sf x 1.67 ft =138.95 cy 27.78$ 3,859.43$
Total Debris from Outfeed Pad =446.20 cy incl incl
SOIL EXCAVATION
Base for pad 191 ft l x 44.1 ft w x 0.67 ft =207.98 cy 2.44$ 507.49$
Additional outer edge base 191 ft l x 4 ft w x 1 ft =28.30 cy 2.44$ 69.05$
Soil 191 ft l x 44.1 ft w x 0.5 ft =155.98 cy 2.44$ 380.62$
BLAST WALL & MOTOR ROOM FLOOR
DEMOLITION
Walls Sections & Floor
Section 1 (under control booth)45 ft l x 24 ft w =1,080.00 sf
Section 2 15 ft l x 15.5 ft w =232.50 sf
Section 3 30.5 ft l x 24 ft w =732.00 sf
Motor Roof Floor 25.58 ft l x 37.5 ft w =959.38 sf
Total Area =3,003.88 sf
MOTOR BUILDING
Calculated as three separate buildings due to irregular shape
First Floor 63.31 ft l x 38.5 ft l x 14 ft =34,124.09 cf
Second Floor
25.58 ft l x 38.5 ft l x 14 ft =13,789.42 cf
Cap Section 19 ft x 14.8 ft w x 2 ft =550.56 cf
34,124.09 cf +13,789.42 cf +550.56 cf =48,464.07 cf
DEBRIS
Wall Sections & Floor (concrete)
Center section under control booth 45 ft l x 24 ft w x 1 ft =40.00 cy 16.90$ 676.01$
West Section 15 ft l x 15.5 ft w x 1 ft =8.61 cy 16.90$ 145.53$
East Section 30.5 ft l x 24 ft w x 1 ft =27.11 cy 16.90$ 458.18$
Motor Room Floor 25.58 ft l x 37.5 ft w x 0.33 ft =11.84 cy 16.90$ 200.17$
Subtract Motor Pier Penetrator 9 ft l x 15 ft w x 0.33 ft =1.67 cy (27.78)$ (46.29)$
Metal Building 48,464 cf /27 =1,794.97 cy
Debris Total =1,880.87 cy 2 units 1,353.23$ 2,706.45$
CONTROL BOOTH
DEMOLITION
Metal Building 10 ft l x 10 ft w x 11 ft =1,100.00 cf incl incl
=1,100.00 cf incl incl
DEBRIS
Section 1 (floor)10 ft l x 10 ft w x 0.5 ft =1.85 cy incl incl
Section 2 (four sides)4 sides x 10 ft l x 9 ft w x 0.33 ft =4.44 cy incl incl
Section 3 (roof)10 ft l x 11 ft w x 0.5 ft =2.04 cy incl incl
Debris Total (assume half the cost of demolition module)=8.33 cy 1,353.23$ 676.61$
DEBRIS SUBTOTAL =3,103.75 cy incl incl
SOIL EXCAVATION SUBTOTAL =816.58 cy incl incl
TOTAL CONCRETE AND STRUCTURAL DEBRIS =5,619.33 cy
Haul Volume =5,619.33 cy
Placement =5,619.33 cy
Compaction =5,619.33 cy
TOTAL SOIL EXCAVATION =2,491.45 cy
Haul Volume =2,491.45 cy
Units based on demolition of a 100' x 30' x 12' building
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
1848
1849
1850
1851
1852
1853
1854
1855
1856
1857
1858
1859
1860
1861
1862
1863
1864
1865
1866
1867
1868
1869
1870
1871
1872
1873
1874
1875
1876
1877
1878
1879
1880
1881
1882
1883
1884
1885
1886
1887
1888
1889
1890
1891
1892
1893
1894
1895
1896
1897
1898
1899
1900
1901
1902
1903
1904
1905
1906
1907
1908
1909
1910
1911
1912
1913
1914
1915
1916
1917
1918
1919
1920
1921
1922
1923
1924
1925
1926
1927
1928
1929
1930
1931
1932
1933
1934
1935
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Placement =2,491.45 cy
Compaction =2,491.45 cy
COMPONENTS 15.00 DAYS 5,800.49$ 87,007.40$
Use AIS work rate and assume 3 weeks for demo. Removal and placement into cell.
Feed Ramp Section 1
Assume items stacked for disposal approx 0.5 ft thick 40 ft l x 14 ft w x 0.5 ft =10.37 cy
Feed Ramp Section 2
Assume items stacked for disposal approx 0.5 ft thick 40 ft l x 14 ft w x 0.5 ft =10.37 cy
Feed Chute Support
Base (Lower Support)
Assume items stacked for disposal approx 0.5 ft thick 16 ft l x 11 ft w x 0.5 ft =3.26 cy
Frame (Upper Support)
Assume items stacked for disposal approx 0.5 ft thick 15 ft l x 7.5 ft w x 0.5 ft =2.08 cy
Torchcutting:
Section 1 2 cuts x 40 ft =80.00 lf
Cut into 12 foot lengths (1 inch thick)3.33 cuts x 14 ft =46.67 lf
Section 2 2 cuts x 40 ft =80.00 lf
Cut into 12 foot lengths (1 inch thick)3.33 cuts x 14 ft =46.67 lf
Total Torchcutting 1 inch thickness =253.33 lf
Manhours
Estimated at 40 hrs =40.00 hr
Crane Duration 40 T estimated at 2 hrs =2.00 hr
Crane required for loading onto transport trailer for hauling to cell
Crane Duration 100 T estimated at 4 hrs =4.00 hr
Transport
Haul with 12 CY Haul Truck
Debris for disposal with CLSM =26.08 cy
Infeed Tail Section
Assume items stacked for disposal approx 0.5 ft thick 12.5 ft l x 10.3 ft w x 0.5 ft =2.38 cy
Infeed Hopper
Assume items stacked for disposal approx 0.5 ft thick 20.1 ft l x 11.9 ft w x 0.5 ft =4.43 cy
Torchcutting
Infeed Tail Section
1 cut x 12.5 ft l =12.50 lf
1 cut x 10.3 ft w =10.30 lf
Infeed Hopper
1 cut x 20.1 ft l =20.10 lf
1 cut x 11.9 ft w =11.90 lf
Total Torchcutting Length 1 inch thickness =54.80 lf
Crane Duration 40 T estimated at 4 hr =4.00 hr
Crane required for loading onto transport trailer for hauling to cell
Manhours
Estimated at 20 hr =20.00 hr
Transport
Haul using 12 CY Haul Truck
Debris for disposal with CLSM =6.81 cy
Infeed Head Section
Assume items stacked for disposal approx 0.5 ft thick 17.6 ft l x 10.3 ft w x 0.5 ft =3.36 cy
Feed Chute
Assume items stacked for disposal approx 0.5 ft thick 25 ft l x 10.9 ft w x 0.5 ft =5.05 cy
Torchcutting
Infeed Head Section
2 cuts x 17.6 ft l =35.20 lf
1 cuts x 10.3 ft l =10.30 lf
Feed Chute
2 cuts x 25 ft l =50.00 lf
1 cuts x 10.9 ft l =10.90 lf
Total Torchcutting Length 1 inch thickness =106.40 lf
Crane Duration 40 T estimated at 4 hr =4.00 hr
Crane required for loading onto transport trailer for hauling to cell
Manhours
Estimated at 20 hr =20.00 hr
Transport
Haul using 12 CY Haul Truck
Debris for disposal with CLSM =8.40 cy
Drop Out Chute
Upper Infeed Head Support
Assume items stacked for disposal approx 0.25 ft thick 9 ft w x 16 ft h x 0.25 ft =1.33 cy
Lower Infeed Head Support
Assume items stacked for disposal approx 0.25 ft thick 9 ft w x 16 ft h x 0.25 ft =1.33 cy
Torchcutting
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
1936
1937
1938
1939
1940
1941
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956
1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
1994
1995
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
2014
2015
2016
2017
2018
2019
2020
2021
2022
2023
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Upper Feed Ramp Support
2 cuts x 9 ft l =18.00 lf
Lower Feed Ramp Support 2 cuts x 16 ft l =32.00 lf
Support Beams 3 cuts x 1 ft l =3.00 lf
Assume 1 ft thick cuts into 12 ft lengths
Total Torchcutting Length 1 inch thickness =53.00 lf
Crane Duration 40 T estimated at 1 hr =1.00 hr
Crane required for lifting and lowering drop out chute, platform, and support beams to ground level for size reduction (torchcutting)
Crane Duration 40 T estimated at 1 hr =1.00 hr
Manhours
Estimated at 20 hr =20.00 hr
Transport
Haul using 12 CY Haul Truck
Debris for disposal with CLSM =2.67 cy
Double Feed Roll
Volume 16.9 ft l x 14 ft w x 10.6 ft =92.89 cy
Right Service Platform 15 ft l x 6 ft w x 1 ft =3.33 cy
Right Side Staircase 17 ft l x 4 ft w x 0.5 ft =1.26 cy
Right Side Service Platform/stairs 15 ft l x 4 ft w x 0.5 ft =1.11 cy
Left Side Staircase 17 ft l x 4 ft w x 0.5 ft =1.26 cy
Torchcutting
Right Service Platform 2 cuts x 15 ft l =30.00 lf
1 cuts x 6 ft w =6.00 lf
Right Side Staircase 2 cuts x 17 ft l =34.00 lf
2 cuts x 4 ft w =8.00 lf
Right Side Service Platform/stairs 2 cuts x 15 ft l =30.00 lf
2 cuts x 4 ft w =8.00 lf
Left Side Staircase 2 cuts x 17 ft l =34.00 lf
2 cuts x 4 ft w =8.00 lf
Total Torchcutting Length 1 inch thickness =158.00 lf
Crane Duration 40 T estimated at 2 hr =2.00 hr
Crane required for loading onto transport trailer for hauling to cell
Crane Duration 250 T estimated at 3 hr =3.00 hr
Crane required for double feed roll
Manhours
Estimated at 12 hr =12.00 hr
Transport and Disposal Duration 2 hr =2.00 hr
Estimated using transport trailer
Debris for disposal with CLSM =99.85 cy
Rotor Housing, Base Section
Volume 20 ft l x 15 ft w x 8.2 ft =91.11 cy
Rotor Housing Mid-Section
Volume 20 ft l x 13 ft w x 8.2 ft =78.96 cy
Rotor Housing Top Section
Volume 13.5 ft l x 12 ft w x 8.2 ft =49.20 cy
Oscillating Conveyor
Assume items stacked for disposal approx 0.5 ft thick
Volume 24 ft l x 8 ft w x 0.5 ft =3.56 cy
Crane Duration 250 T estimated at 3 hr =3.00 hr
Crane required for Shredder Base
Crane Duration 250 T estimated at 3 hr =3.00 hr
Crane required for Mid-Section
Crane Duration 100 T estimated at 3 hr =3.00 hr
Crane required for Shredder Deflection Box
Crane Duration 100 T estimated at 2 hr =2.00 hr
Crane required for Oscillating Conveyor
Manhours
Estimated at 32 hr =32.00 hr
Based on 2 Riggers and 1 Crane Operator
Transport and Disposal Duration 6 hr =6.00 hr
Estimated using transport trailer
Debris for disposal with CLSM =222.83 cy
Shredder Motor
Volume
14.3 ft l x 9.7 ft w x 8.3 ft =42.64 cy
Manhours
Estimated at 16 hrs =16.00 hr
Crane Duration 100 T estimated at 4 hr =4.00 hr
Crane required for Rheostat
Transport
Haul using 12 CY Haul Truck
Debris for disposal with CLSM =42.64 cy
Liquid Rheostat
Volume
15 ft l x 5 ft w x 9 ft =25.00 cy
Assumed that Rheostat will be emptied of liquids.
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
2024
2025
2026
2027
2028
2029
2030
2031
2032
2033
2034
2035
2036
2037
2038
2039
2040
2041
2042
2043
2044
2045
2046
2047
2048
2049
2050
2051
2052
2053
2054
2055
2056
2057
2058
2059
2060
2061
2062
2063
2064
2065
2066
2067
2068
2069
2070
2071
2072
2073
2074
2075
2076
2077
2078
2079
2080
2081
2082
2083
2084
2085
2086
2087
2088
2089
2090
2091
2092
2093
2094
2095
2096
2097
2098
2099
2100
2101
2102
2103
2104
2105
2106
2107
2108
2109
2110
2111
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Assumed that the liquid will be solidified using Aquaset (or equivalent) and disposed within the disposal cell
1889 gallons =1,889.00 gal
Manhours
Estimated at 5 hrs =5.00 hr
Crane Duration 100 T estimated at 1 hr =1.00 hr
Crane required for Rheostat
Transport 0 hr =0.00 hr
Haul using 12 CY Haul Truck
Debris for disposal with CLSM =25.00 cy
Drive Shaft
Volume
8.4 ft l x 2.7 ft w x 2.7 ft =2.27 cy
Manhours
Estimated at 10 hrs =10.00 hr
Crane Duration 40 T estimated at 1 hr =1.00 hr
Crane required for Drive Shaft
Transport
Haul using 12 CY Haul Truck
Debris for disposal with CLSM =2.27 cy
Disc Rotor
Volume
16.7 ft l x 7 ft w x 7 ft =30.31 cy
Manhours
Estimated at 9 hrs =9.00 hr
Crane Duration 250 T estimated at 3 hr =3.00 hr
Crane required for Disc Rotor
Transport Duration 2 hrs =2.00 hr
Haul using 250 Ton Heavy Haul Transport
Debris for disposal with CLSM =30.31 cy
Outfeed Conveyor
Assume items stacked for disposal approx 0.5 ft thick
Volume
83 ft l x 6.1 ft w x 0.5 ft =9.38 cy
Torchcutting:
2 cuts x 83 ft =166.00 lf
Cut into 12 foot lengths (1 inch thick)7 cuts x 6.1 ft =42.70 lf
Total Torchcutting 1 inch thickness =208.70 lf
Manhours
10 hrs =10.00 hr
Crane Duration 100 T
Estimated at 2 hrs =2.00 hr
Debris for disposal with CLSM =9.38 cy
Transport
Haul using 12 CY Haul Truck
Overhead Monorail for Hoist and 6 Ton Hammer Changing (Gantry) Crane w/supports and hoist
Assume I-Beam can be nested to reduce volume in half. Therefore 1/2 lengths are provided
Volume
23 ft l x 1.25 ft w x 0.5 ft =0.53 cy
A-Frame Supports
Assume one side of A-frame due to nesting of supports
Volume
42 ft l x 1.25 ft w x 0.5 ft =0.97 cy
Vertical Supports
Assume nesting to reduce lengths in half. Therefore 1/2 lengths are provided
Volume 22 ft l x 1.25 f w x 0.5 ft =0.51 cy
Crane
Volume
1 ft l x 1 ft w x 1 ft =0.04 cy
Miscellaneous Items
Catwalks
Assume that volume can be condensed to 0.5 ft thick
Volume 2 ea x 13.9 ft l x 2 ft w x 0.5 ft =1.03 cy
Crane 40 Ton Hours estimated at =0.50 hr
Manhours =10.00 hr
Staircases
Volume 4 ea x 16.6 ft l x 3.8 ft w x 1 ft =9.35 cy
Crane 40 Ton Hours estimated at =2.00 hr
Manhours =15.00 hr
Cooling Fans
Volume 18.7 ft l x 8 ft w x 2.2 ft =12.19 cy
Crane 40 Ton Hours estimated at =1.00 hr
Miscellaneous Debris
Estimated amount of miscellaneous debris for the facility not implicitly accounted for previously (includes pallets of spare parts)
Volume =28.00 cy
Transport
Haul using 12 CY Haul Truck
TOTAL COMPONENT DEBRIS =528.85 cy
CLSM Volume: 529 cy Debris x 1.3 cy CLSM =687.51 cy
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
2112
2113
2114
2115
2116
2117
2118
2119
2120
2121
2122
2123
2124
2125
2126
2127
2128
2129
2130
2131
2132
2133
2134
2135
2136
2137
2138
2139
2140
2141
2142
2143
2144
2145
2146
2147
2148
2149
2150
2151
2152
2153
2154
2155
2156
2157
2158
2159
2160
2161
2162
2163
2164
2165
2166
2167
2168
2169
2170
2171
2172
2173
2174
2175
2176
2177
2178
2179
2180
2181
2182
2183
2184
2185
2186
2187
2188
2189
2190
2191
2192
2193
2194
2195
2196
2197
2198
2199
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Total Torchcutting Length 1-inch thick =834.23 lf
Disposal Equipment
Estimated hours calculated into Days as follows: hours /8 hours =Days (double number of days for downtime, etc.)
Crane 40 Ton with Crew 15 hr =3.75 Days
Crane 100 Ton with Crew 14 hr =3.50 Days
Crane 250 Ton with Crew 12 hr =3.00 Days
Assume hauling 2 miles round trip
Quantity of component debris to be hauled using 12 CY Haul Truck =174.84 cy
Transport Trailer 250 Ton Heavy Haul 10 hr (Double number of days for downtime, etc.)=2.50 Days
Estimated hours for use of 250 Ton Heavy Haul Transport based on multiple pieces being transported
per trip to the disposal cell.
Pieces to be hauled using 250 Ton Heavy Haul include: Disc Rotor, Double Feed Roll, Rotor Housing Base Section,
Rotor Housing Mid Section, and Rotor Housing Top Section. Other items can be transported using
12 CY Haul Truck.
Shredder Shielding
DEMOLITION
Quantity listed as number of torch cuts
Removable Panels
East Vib Pan Guard 1 Ea x 8.20 ft l 1/4-inch thick =8.20 lf'
N-S Vib Pan Guard 2 Ea x 8.20 ft l 1/4-inch thick =16.40 lf'
E-W Maint Removable Screens 4 Ea x 10.60 ft l 1-inch thick =42.40 lf'
Removable Panels over Shredder 5 Ea x 8.50 ft l 1-inch thick =42.50 lf'
Plate Steel
1/4" plate (over east blast wall)3 Ea x 28.00 ft l 1/4-inch thick =84.00 lf
1/4" plate (maint platform roof)3 Ea x 28.00 ft l 1/4-inch thick =84.00 lf
Wire Weave
Upper South & West Sides 6 Ea x 9.50 ft l 3/4-inch thick =57.00 lf
Around Control Booth 2 Ea x 12.00 ft l 3/4-inch thick =24.00 lf
E-W Sides Maint Platform (tall)8 Ea x 33.50 ft l 3/4-inch thick =268.00 lf
E-W Sides Maint Platform (lower)6 Ea x 28.00 ft l 3/4-inch thick =168.00 lf
Structural Steel
W12x40 3 Ea x 21.00 ft l 8-inch thick =63.00 lf
W8x40 20 Ea x 8.25 ft l 8-inch thick =165.00 lf
W8x31 24 Ea x 0.67 ft l 8-inch thick =16.08 lf
W8x24 40 Ea x 0.55 ft l 1/2-inch thick =22.00 lf
W8x18 16 Ea x 0.44 ft l 1/2-inch thick =7.04 lf
L3x3x1/4 4 Ea x 0.25 ft l 1/4-inch thick =1.00 lf
L4x3x1/4 8 Ea x 0.33 ft l 1/4-inch thick =2.64 lf
L6x3.5x1/4 8 Ea x 0.50 ft l 1/2-inch thick =4.00 lf
L2x2x1/4 25 Ea x 0.17 ft l 1/4-inch thick =4.25 lf
Subtotal 1/4-inch thick torchcutting =200.49 lf
Subtotal 1/2-inch thick torchcutting =33.04 lf
Subtotal 3/4-inch thick torchcutting =517.00 lf
Subtotal 1-inch thick torchcutting =84.90 lf
Subtotal 8-inch thick torchcutting =244.08 lf
Rollup Door
South Door on Maint Platform 15.50 ft l x 3.00 ft w x 3.00 ft th =139.50 cf
Belt Curtains
South Belt Wall 6 Ea x 20.00 ft l x 6.00 ft w x 0.04 ft th =28.80 cf
East Belt Wall 6 Ea x 30.00 ft l x 6.00 ft w x 0.04 ft th =43.20 cf
TRASH FENCING
DEMOLITION
Per Section
Manhours to disassemble
Laborers 2 x 1 hr =2.00 hr
Total Sections 14 Ea x 2.00 hr =28.00 hr
SHIELDING DEBRIS
Removable Panels
East Vib Pan Guard 19.40 ft l x 8.20 ft w x 0.25 ft th =1.47 cy
N-S Vib Pan Guard 2 Ea x 7.00 ft l x 8.20 ft w x 0.25 ft th =1.06 cy
E-W Maint Removable Screens 4 Ea x 18.40 ft l x 10.60 ft w x 0.30 ft th =8.67 cy
Removable Panels over Shredder 5 Ea x 25.30 ft l x 8.50 ft w x 8.00 ft th =318.59 cy
Plate Steel
1/4" plate (over east blast wall)15.00 ft l x 28.0 ft w x 0.25 ft th =3.89 cy
1/4" plate (maint platform roof)15.00 ft l x 28.0 ft w x 0.25 ft th =3.89 cy
Wire Weave
Upper South & West Sides 69.00 ft l x 9.50 ft w x 0.75 ft th =18.21 cy
Around Control Booth 21.00 ft l x 12.00 ft w x 0.75 ft th =7.00 cy
E-W Sides Maint Platform (tall)2 Ea x 10.00 ft l x 33.50 ft w x 0.75 ft th =18.61 cy
E-W Sides Maint Platform (lower)2 Ea x 12.50 ft l x 28.00 ft w x 0.75 ft th =19.44 cy
Structural Steel
W12x40 21.00 ft l x 1.00 ft w x 0.67 ft th =0.52 cy
W8x40 3 Ea x 44.00 ft l x 8.25 ft w x 0.69 ft th =27.83 cy
W8x31 258.00 ft l x 0.67 ft w x 0.67 ft th =4.29 cy
W8x24 521.00 ft l x 0.67 ft w x 0.55 ft th =7.11 cy
W8x18 194.00 ft l x 0.67 ft w x 0.44 ft th =2.12 cy
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
2200
2201
2202
2203
2204
2205
2206
2207
2208
2209
2210
2211
2212
2213
2214
2215
22162217
2218
2219
2220
2221
2222
2223
2224
2225
2226
2227
2228
2229
2230
2231
2232
2233
2234
2235
2236
2237
2238
2239
2240
2241
2242
2243
2244
2245
2246
2247
2248
2249
2250
2251
2252
2253
2254
2255
2256
2257
2258
2259
2260
2261
2262
2263
2264
2265
2266
2267
2268
2269
2270
2271
2272
2273
2274
2275
2276
2277
2278
2279
2280
2281
2282
2283
2284
2285
2286
2287
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
L3x3x1/4 29.00 ft l x 0.25 ft w x 0.25 ft th =0.07 cy
L4x3x1/4 70.00 ft l x 0.25 ft w x 0.33 ft th =0.21 cy
L6x2x1/4 94.00 ft l x 0.30 ft w x 0.5 ft th =0.52 cy
L2x2x1/4 300.00 ft l x 0.17 ft w x 0.17 ft th =0.32 cy
Rollup Door
South Door on Maint Platform 15.50 ft l x 3.00 ft w x 3.00 ft th =5.17 cy
Belt Curtains
South Belt Wall 6 Ea x 20.00 ft l x 6.00 ft w x 0.04 ft th =1.07 cy
East Belt Wall 6 Ea x 30.00 ft l x 6.00 ft w x 0.04 ft th =1.60 cy
Trash Fencing 14 Ea x 2.00 cy =28.00 cy
Shielding and Trash Fence Debris =479.67 cy
2020 180,686.42$
2021 Inflation Factor (4.200%):1.04200 2021 188,275.25$
2022 Inflation Factor (7.00%):1.07000 2022 201,454.52$
2023 Inflation Factor (3.700%):1.03700 2023 208,908.33$
2024 Inflation Factor (2.500%):1.02500 2024 214,131.04$ 35 ROTARY DUMP FACILITYNote: All specific identifiers for footings, stem walls, etc. that are listed are reflective of identifiers listed within
Drawing Set 05006.
THAW BUILDING
DEMOLITION
Steel Building 300 ft l x 30 ft w x 27 ft =243,000.00 cf incl incl
Void space estimated at 66% per AIS experience 243,000 x 0.33 =81,000.00 cf incl incl
Stem Wall Footing 430.33 lf =430.33 lf incl incl
Stem Wall Spread Footing (A)10.83 lf x 2 each =21.67 lf incl incl
Stem Wall Spread Footing (B)5.5 lf x 28 each =154.00 lf incl incl
Stem Wall Spread Footing ( C )9.38 lf =9.38 lf incl incl
Stem Wall Spread Footing (D)13.08 lf =13.08 lf incl incl
Stem Wall 612 ft l x 2.3 ft =1,407.60 sf incl incl
Stem Wall Piers 1.75 ft l x 2.3 ft w x 28 =112.70 sf incl incl
Concrete Floor 60 ft l x 9 ft w x 2 =1,080.00 sf incl incl
Concrete Floor with rail 60 ft l x 12 ft w =720.00 sf incl incl
DEBRIS
Steel Building 300 ft l x 30 ft w x 27 ft =243,000.00 cf 7 units 1,353.23$ 9,134.28$
Void space estimated at 66% per AIS experience 243,000 cf x 0.33 =3,000.00 cy
Stem Wall Footing 430.33 ft l x 1.33 ft w x 1 ft =21.25 cy 27.78$ 590.26$
Stem Wall Spread Footing (A)2 x 10.83 ft l x 5.63 ft w x 1 ft =4.52 cy 27.78$ 125.49$
Stem Wall Spread Footing (B) 154 ft l x 5.5 ft w x 1 ft =31.37 cy 27.78$ 871.33$
Stem Wall Spread Footing ( C )9.38 ft l x 6.33 ft w x 1 ft =2.20 cy 27.78$ 61.11$
Stem Wall Spread Footing (D)13.08 ft l x 6.33 ft w x 1 ft =3.07 cy 27.78$ 85.24$
Stem Wall 612 ft l x 2.3 ft w x 2 ft =104.27 cy 27.78$ 2,896.07$
Stem Wall Piers 113 sf x 2 ft =8.35 cy 27.78$ 231.87$
Concrete Floor 1,080 sf x 0.5 ft th =20.00 cy 16.90$ 338.00$
Concrete Floor with rail 720 sf x 1 ft th =26.67 cy 16.90$ 450.67$
Miscellaneous Debris estimated to include rail heaters, etc.=5.00 cy 1 loads 114.88$ 114.88$
EXCAVATION
Soil excavation for area 300 ft l x 30 ft w x 0.5 ft =166.67 cy 2.44$ 406.68$
Backfill excavated area =166.67 cy 2.41$ 402.49$
Final Grade the Area 300 ft l x 30 ft w =1,000.00 sy Not Required
DEBRIS SUBTOTAL =3,226.69 cy Incl Incl
ROTARY BUILDING
DEMOLITION
Steel Building 140 ft l x 140 ft w x 45 ft =882,000.00 cf 25 units 1,353.23$ 33,154.04$
Void space estimated at 66% per AIS experience 882,000 x 0.33 =294,000.00 cf
Y-Y Footing 2 x 8 ft l =16.00 lf
Y-Y Wall 2 x 8 ft l x 7.04 ft =112.64 sf
Stem Wall Footing 120 ft l =120.00 lf
Stem Wall Spread Footing (A)4 ft l x 4 ft l =16.00 lf
Stem Wall Spread Footing (B)6 ea l x 10 ft l =60.00 lf
Stem Wall 234.83 ft l x 2.3 ft h =540.12 sf
Stem Wall Piers (A)2 x 1.33 ft l x 2.3 ft h =6.13 sf
Stem Wall Piers (B)8 x 1.67 ft l 2.3 ft h =30.67 sf
Stem Wall Piers ( C )6 x 2.00 ft l 1.67 ft h =20.00 sf
Upper Concrete Floor Type C 133.67 ft l x 23.87 ft w =3,190.62 sf
Upper Concrete floor with Rail 2 x 31.67 ft l x 12 ft w =760.00 sf
Upper Concrete Floor Type D 2 x 31.17 ft l x 27.24 ft w =1,698.14 sf
Dumper Floor 79.00 ft l x 42.25 ft w =3,337.75 sf
Construction Slab 79.00 ft l x 42.25 ft w =3,337.75 sf
Lower Floor with Imbeds Type B 137.33 ft l x 15 ft w =2,060.00 sf
83.42 ft l x 16 ft l =1,334.72 sf
2060.00 sf +1,335 sf =3,394.72 sf
Lower Floor Type A 137.33 ft l x 49 ft w =6,729.33 sf
East Ramp Type A 300 ft l x 29 ft w =8,700.00 sf
West Ramp Type A 300 ft l x 29 ft w =8,700.00 sf
East Ramp Retaining Wall 4'2 x 100 ft l x 4 ft h =800.00 sf
East Ramp Retaining Wall 2'2 x 300 ft l x 2 ft h =1,200.00 sf
West Ramp Retaining Wall 4'2 x 100 ft l x 4 ft h =800.00 sf
West Ramp Retaining Wall 2'2 x 300 ft l x 2 ft h =1,200.00 sf
South Wall Footing 146 ft l =146.00 lf
30 cy per load
Units based on demolition of a 100' x 30' x 12' building
Units based on demolition of a 100' x 30' x 12' building
SHREDDER FACILITY
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
South Wall 140 ft l x 21.7 ft h =3,038.00 sf
M-M Retaining Wall 2 x 11 ft l x 16.7 ft tall =367.40 sf
N-N Retaining Wall Footing 2 x 14 ft l =28.00 lf
M-M Retaining Wall 2 x 14 ft l x 10.29 ft w =288.12 sf
Sump Footing 23 ft l =23.00 lf
Sump Wall 35.5 ft l x 4.37 ft h =155.14 sf
Sump Wall-East 17.5 ft l x 5.37 ft h =93.98 sf
East Wing Wall Footing 55.25 ft l =55.25 lf
East Wing Wall Footing-South 2.98 ft l =2.98 lf
East Wing Wall 27.95 Tall 43.5 ft l x 27.95 ft w =1,215.83 sf
East Wing Wall 22.95 Tall 34 ft l x 22.95 ft w =780.30 sf
East Wing Wall Piers 2 x 1 ft l x 15.5 ft h =31.00 sf
West Wing Wall Footing 78.75 ft l =78.75 lf
West Wing Wall 27.0 Tall 44.75 ft l x 27 ft h =1,208.25 sf
West Wing Wall 22.0 Tall 34 ft l x 22 ft h =748.00 sf
West Wing Wall Piers 2 x 1 ft l x 14.5 ft h =29.00 sf
Rotary Dump North Wall 76.67 ft l x 24.41 ft h =1,871.51 sf
Rotary Dump East and West Walls 2 x 37.1 ft l x 24.88 ft h =1,846.10 sf
Rotary Dump Pedestal Wall 2 x 37.11 ft l x 13.23 ft h =981.93 sf
Rotary Dumper Components
Assume that 72 ft length will be torchcut into 12 foot lengths to meet CQA/QC Manual Requirements.
32 foot radium to be cut into three 8-foot cuts.
72 ft l div 12 ft x 8 ft =48.00 lf
DEBRIS
Y-Y Footing 2 x 8 ft l x 6 ft w x 1 ft =3.56 cy 16.90$ 60.09$
Y-Y Wall 2 x 8 ft l x 1 ft w x 7.04 ft =4.17 cy 27.78$ 115.88$
Stem Wall Footing 120 ft l x 1.33 ft w x 1.29 ft =7.64 cy 27.78$ 212.33$
Stem Wall Spread Footing (A)4 x 4 ft l x 4 ft w x 1.29 ft =3.06 cy 27.78$ 84.93$
Stem Wall Spread Footing (B)6 x 10 ft l x 10 ft w x 2 ft =44.44 cy 27.78$ 1,234.47$
Stem Wall 234.83 ft l x 0.67 ft w x 2 ft =11.60 cy 27.78$ 322.11$
Stem Wall Piers (A)2 x 1.33 ft l x 1 ft w x 2 ft =0.20 cy 27.78$ 5.49$
Stem Wall Piers (B)8 x 0.83 ft l x 0.75 ft w x 2 ft =0.37 cy 27.78$ 10.29$
Stem Wall Piers ( C )6 x 1.33 ft l x 1.33 ft w x 2 ft =0.79 cy 27.78$ 21.95$
Upper Concrete Floor Type C 138.66 ft l x 23.87 ft w x 0.67 ft =81.72 cy 16.90$ 1,381.14$
Upper Concrete floor with Rail 2 x 31.67 ft l x 12 ft w x 1 ft =28.15 cy 16.90$ 475.71$
Upper Concrete Floor Type D 2 x 31.67 ft l x 27.24 ft w x 0.5 ft =31.95 cy 16.90$ 539.93$
Dumper Floor 79 ft l x 42.25 ft w x 4.5 ft =556.29 cy 27.78$ 15,451.32$
Construction Slab 79 ft l x 42.25 ft w x 1 ft =123.62 cy 16.90$ 2,089.20$
Lower Floor with Imbeds 3,395 sf l x 1.17 ft =147.10 cy 16.90$ 2,486.09$
Lower Floor 137.33 ft l x 49 ft w x 1 ft =249.23 cy 16.90$ 4,212.10$
East Ramp 300 ft l x 29 ft w x 1 ft =322.22 cy 16.90$ 5,445.60$
West Ramp 300 ft l x 29 ft w x 1 ft =322.22 cy 16.90$ 5,445.60$
East Ramp Retaining Wall 4'2 x 100 ft l x 0.67 ft w x 4 ft =19.75 cy 27.78$ 548.65$
East Ramp Retaining Wall 2'2 x 300 ft l x 0.67 ft w x 2 ft =29.63 cy 27.78$ 822.98$
West Ramp Retaining Wall 4'2 x 100 ft l x 0.67 ft w x 4 ft =19.75 cy 27.78$ 548.65$
West Ramp Retaining Wall 2'2 x 300 ft l x 0.67 ft w x 2 ft =29.63 cy 27.78$ 822.98$
South Wall Footing 146 ft l x 20 ft w x 1.33 ft =144.20 cy 27.78$ 4,005.17$
South Wall 140 ft l x 1.41 ft w x 21.7 ft =158.65 cy 16.90$ 2,681.23$
M-M Retaining Wall 2 x 11 ft l x 1 ft w x 16.7 ft =13.61 cy 27.78$ 377.95$
N-N Retaining Wall Footing 2 x 14 ft l x 5.5 ft w x 1 ft =5.70 cy 27.78$ 158.42$
M-M Retaining Wall 2 x 14 ft l x 1 ft w x 10.29 ft =10.67 cy 27.78$ 296.40$
Sump Footing 23 ft l x 21.5 ft w x 1.5 ft =27.47 cy 27.78$ 763.06$
Sump Wall 39.5 ft l x 1 ft w x 4.37 ft =6.39 cy 16.90$ 108.05$
Sump Wall-East 22.5 ft l x 1 ft w x 5.37 ft =4.48 cy 16.90$ 75.63$
East Wing Wall Footing 55.25 ft l x 18 ft w x 1.5 ft =55.25 cy 27.78$ 1,534.60$
East Wing Wall Footing-South 18 ft l x 2.98 ft w x 1.5 ft =2.98 cy 27.78$ 82.77$
East Wing Wall 27.6 Tall 43.29 ft l x 1.5 ft w x 27.66 ft =66.52 cy 16.90$ 1,124.24$
East Wing Wall 22.95 Tall 22.5 ft l x 2.07 ft w x 22.95 ft =39.59 cy 16.90$ 669.06$
East Wing Wall Piers 2 x 1 ft l x 0.67 ft w x 22.95 ft =1.13 cy 27.78$ 31.48$
West Wing Wall Footing 78.75 ft l x 18 ft w x 1.5 ft =78.75 cy 27.78$ 2,187.33$
West Wing Wall 27.6 Tall 44.75 ft l x 1.5 ft w x 27.66 ft =68.77 cy 16.90$ 1,162.15$
West Wing Wall 22.95 Tall 30 ft l x 1.33 ft w x 22.95 ft =34.00 cy 16.90$ 574.60$
West Wing Wall Piers 2 x 1 ft l x 0.67 ft w x 22 ft =1.09 cy 27.78$ 30.18$
Rotary Dump North Wall 76.67 ft l x 24.41 ft h x 2.65 ft =183.68 cy 16.90$ 3,104.18$
Rotary Dump East and West Walls 2 x 37.1 ft l x 24.88 ft h x 2 ft =136.75 cy 16.90$ 2,311.06$
Rotary Dump Pedestal Wall 2 x 37.11 ft l x 3.69 ft w x 12.8 ft =129.84 cy 2 cy per unit 16.90$ 2,194.24$
Rotary Dump Debris (30% Voids)72.67 ft l x 32 ft w x 32 ft =1,929.17 cy 964.58 units 351.96$ 339,494.85$
This is the actual dumper parts, etc.
Catwalk Debris 94.07 ft l x 4.33 ft w x 0.77 ft =11.63 cy
Misc Debris (Rail, Wash Equipment, Operations Rooms, Sump)=5.00 cy
DEBRIS SUBTOTAL =5,152.41 cy Incl Incl
EXCAVATION
Soil Excavation Rotary Dump 152 ft l x 148 ft w x 0.5 ft =416.59 cy 2.44$ 1,016.53$
Soil Excavation Ramp 2 x 300 ft l x 29 ft w x 0.5 ft =322.22 cy 2.44$ 786.26$
Backfill excavated area
Rotary Building ft l x 66.5 ft w x 19 ft =0.00 cy
76.67 ft l x 55 ft w x 19 ft =2,967.28 cy
9.5 ft l x 13.83 ft w x 19 ft =92.48 cy
Ramps 2 x 300 ft l x 30 ft w x 9.5 ft =6,333.33 cy
2 x 2 x 0.5 x 300 ft l x 38 ft w x 9.5 ft =8,022.22 cy
Backfill excavated area =17,415.32 cy 2.41$ 42,056.47$
Final Grade the Area Rotary Dump 140 ft l x 140 ft w =2,177.78 sy
Final Grade the Area Ramp 2 x 300 ft l x 106 ft w =7,066.67 sy
Final Grade the Area =9,244.44 sy Not Required
30 cy per load
1 loads 114.88$ 114.88$
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
WASH BUILDING
DEMOLITION
Steel Building-Main 140 ft l x 30 ft w x 27 ft =113,400.00 cf 3 units 1,353.23$ 4,262.66$
Void space estimated at 66% per AIS experience 113,400 cf x 0.33 =37,800.00 cf
Steel Building-Equipment Room 61 ft l x 14 ft w x 17.6667 ft =15,087.33 cf 1 units 1,353.23$ 1,353.23$
Void space estimated at 66% per AIS experience 15,087 cf x 0.33 =5,029.11 cf
Steel Building-Office/Break Room 41 ft l x 10 ft w x 10.8333 ft =4,441.67 cf 1 units 1,353.23$ 1,353.23$
Void space estimated at 66% per AIS experience 4,442 cf x 0.33 =1,480.56 cf
Stem Wall Footing (A)323.42 lf =323.42 lf
Stem Wall Spread Footing (A)14 x 5.5 lf =77.00 lf
Stem Wall Spread Footing (B)2 x 5.5 lf =11.00 lf
Stem Wall Spread Footing (C)9.38 lf =9.38 lf
Stem Wall Spread Footing (D)13.08 lf =13.08 lf
Stem Wall Spread Footing (E)4 lf =4.00 lf
Stem Wall Spread Footing (F)4 lf =4.00 lf
Stem Wall Spread Footing (G)2 x 5.5 lf =11.00 lf
Stem Wall 442 ft l x 2.3 ft h =1,016.60 sf
Stem Wall Piers (A)18 x 1.75 ft l x 2.3 ft h =72.45 sf
Stem Wall Piers (B)1 x 2 ft l x 2.3 ft h =4.60 sf
Stem Wall Piers (C)2 x 2 ft l x 2.3 ft h =9.20 sf
Stem Wall Piers (D)2 x 1.17 ft l x 2.3 ft h =5.38 sf
Stem Wall Piers (E)1 x 1.17 ft l x 2.3 ft h =2.69 sf
Concrete Floor Type D 2 x 140 ft l x 9 ft h =2,520.00 sf
Concrete Floor with rail and trench drains 89 ft l x 12 ft w =1,068.00 sf
Concrete Floor with Rail 51 ft l x 12 ft w =612.00 sf
Concrete Floor-Equipment Room 60 ft l x 13.33 ft w =800.00 sf
Concrete Floor-Office/Break Room 40 ft l x 9.33 ft w =373.33 sf
Concrete Pads North of Wash Building 40 ft l x 20 ft w =800.00 sf
13 ft l x 10 ft w =130.00 sf
Wash Building Stair Footings 216 lf =216.00 lf
Removal of 2500 gallon tanks =4.00 ea incl incl
Wash Building stair steel 1676 lf =1,676.00 lf
Wash Building stair misc 605 cf =22.41 cy
DEBRIS
Building Debris 37,800 cf +5,029 cf +1,481 cf =1,641.10 cy incl incl
Stem Wall Footing (A)323.42 ft l x 1.33 ft w x 1 ft =15.97 cy 27.78$ 443.61$
Stem Wall Spread Footing (A)14 x 5.5 ft l x 5.50 ft w x 1 ft =15.69 cy 27.78$ 435.67$
Stem Wall Spread Footing (B)2 x 5.5 ft l x 5.5 ft w x 1 ft =2.24 cy 27.78$ 62.24$
Stem Wall Spread Footing (C)9.38 ft l x 6.33 ft w x 1 ft =2.20 cy 27.78$ 61.11$
Stem Wall Spread Footing (D)13.08 ft l x 6.33 ft w x 1 ft =3.07 cy 27.78$ 85.24$
Stem Wall Spread Footing (E)4.00 ft l x 4 ft w x 1 ft =0.59 cy 27.78$ 16.46$
Stem Wall Spread Footing (F)4.00 ft l x 4 ft w x 1 ft =0.59 cy 27.78$ 16.46$
Stem Wall Spread Footing (G)2 x 5.5 ft l x 5.5 ft w x 1 ft =2.24 cy 27.78$ 62.24$
Stem Wall 442 ft l x 2.3 ft w x 2 ft =75.30 cy 27.78$ 2,091.60$
Stem Wall Piers (A)16 x 1.08 ft l x 1 ft w x 2 ft =1.28 cy 27.78$ 35.66$
Stem Wall Piers (B)1 x 2.00 ft l x 1 ft w x 2 ft =0.15 cy 27.78$ 4.11$
Stem Wall Piers (C)2 x 1.00 ft l x 1 ft w x 2 ft =0.15 cy 27.78$ 4.11$
Stem Wall Piers (D)2 x 1.17 ft l x 0.46 ft w x 2 ft =0.08 cy 27.78$ 2.21$
Stem Wall Piers (E)1 x 1.17 ft l x 1 ft w x 2 ft =0.09 cy 27.78$ 2.41$
Concrete Floor Type D 2 x 140 ft l x 9 ft w x 0.5 ft =46.67 cy 16.90$ 788.67$
Concrete Floor with rail and trench drains 89 ft l x 12 ft w x 2.17 ft =85.84 cy 16.90$ 1,450.63$
Concrete Floor with Rail 51 ft l x 12 ft w x 1 ft =22.67 cy 16.90$ 383.07$
Concrete Floor-Equipment Room 60 ft l x 13.33 ft w x 0.5 ft =14.81 cy 16.90$ 250.37$
Concrete Floor-Office/Break Room 40 ft l x 9.33 ft w x 0.5 ft =6.91 cy 16.90$ 116.84$
Concrete Pads North of Wash Building 40 ft l x 20 ft w x 0.67 ft =19.75 cy 16.90$ 333.83$
13 ft l x 10 ft w x 0.67 ft =3.21 cy 16.90$ 54.25$
Wash Stair Footings 216 lf =216.00 lf
Miscellaneous Debris =5.00 cy incl incl
Wash stair steel 1676 lf =1,676.00 lf
Wash stair misc 605 cf =22.41 cy incl incl
(Includes rail, wash equipment, piping, etc.)
DEBRIS SUBTOTAL =1,988.01 cy incl incl
EXCAVATION
Soil excavation for area 140 ft l x 30 ft w x 0.5 ft =77.78 cy incl incl
Soil excavation for area Equipment Room 61 ft l x 14 ft w x 0.5 ft =15.81 cy incl incl
Soil excavation for area Office/Break Room 41 ft l x 10 ft w x 0.5 ft =7.59 cy incl incl
Total Soil Excavation 78 cy +16 cy +8 cy =101.19 cy 2.44$ 246.90$
Backfill excavated areas =101.19 cy 2.41$ 244.35$
Final Grade the Area 140 ft l x 30 ft w =466.67 sy
Final Grade Area for Equipment Room 61 ft l x 14 ft w =94.89 sy
Final Grade Area for Office/Break Room 41 ft l x 10 ft w =45.56 sy
Final Grade Total 467 sy +95 sy +46 sy =607.11 sy Not Required
INTERIM WASTEWATER MANAGEMENT
This includes the demolition and disposal of the concrete pad and ancillary piping. The decontamination of storage tanks
is included in the Total Summary and provides the estimated cost agreed to by the DRC.
DEMOLITION
Concrete Pad 12" Thick 40 ft l x 20 ft w =800.00 sf
Concrete Pad 18" Thick 50 ft l x 30 ft w -800 sf =700.00 sf
Remove Piping 80 ft l +30 ft l =110.00 lf
Piping Excavation 110 ft l x 3 ft w x 3 ft =36.67 cy 2.44$ 89.47$
DEBRIS
Concrete Pad 12" Thick 40 ft l x 20 ft w x 1 ft =29.63 cy 27.78$ 822.98$
Concrete Pad 18" Thick 700 sf x 1.5 ft =38.89 cy 27.78$ 1,080.16$
EXCAVATION
Backfill 50 ft l x 30 ft w x 2 ft =111.11 cy 2.41$ 268.32$
Units based on demolition of a 100' x 30' x 12' building
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Soil excavation for area 50 ft l x 30 ft w x 0.5 ft =27.78 cy 2.44$ 67.78$
Final Grade the Area 50 ft l x 30 ft w /9 =166.67 sy Not Required
DEBRIS SUBTOTAL =68.52 cy
TOTAL DEBRIS FOR ROTARY DUMP FACILITY =10,435.63 cy
TOTAL SOIL EXCAVATION FOR ROTARY DUMP FACILITY =1,034.44 cy
2020 514,630.58$
2021 Inflation Factor (4.200%):1.04200 2021 536,245.07$
2022 Inflation Factor (7.00%):1.07000 2022 573,782.22$
2023 Inflation Factor (3.700%):1.03700 2023 595,012.16$
2024 Inflation Factor (2.500%):1.02500 2024 609,887.47$ 35 A. EAST SIDE ROTARY FACILITY (ESRF)Note: All specific identifiers for footings, floors, walls, etc. listed are reflective of identifiers listed within
the As-Built Drawing Set 1959, particularly in the C and S Series drawings, and from the Building contractor's provided estimate.
LOWER PIT AREA (Dumper)
DEMOLITION
Concrete/Steel Building (Portion of Dumper with lower pit only)122.67 ft l x 84.5 ft w x 58.04 ft =601,621.22 cf incl incl
Void space estimated at 66% per AIS experience 601,621 cf x 0.33 =200,540.41 cf incl incl
Sump Footing 25.00 ft l x 24.17 ft w x 3.00 ft depth =1,812.75 cf incl incl
West Wall Footing 122.67 ft l x 23.00 ft w x 3.50 ft depth =9,874.94 cf incl incl
N Wall Footing 8.50 ft l x 12.25 ft w x 3.50 ft depth =364.44 cf incl incl
N Wall Footing 47.50 ft l x 19.25 ft w x 3.00 ft depth =2,743.13 cf incl incl
E Wall Footing 17.00 ft l x 11.92 ft w x 2.25 ft depth =455.94 cf incl incl
S Wall Footing 27.53 ft l x 2.00 ft w x 3.50 ft depth =192.71 cf incl incl
Stair Enclosure Footing 41.54 ft l x 17.50 ft w x 2.25 ft depth =1,635.72 cf incl incl
Pit Slab Mat Slab 74.33 ft l x 58.00 ft w x 3.58 ft depth =15,448.87 cf incl incl
Dumper Walls (Lower 1/2) Walls l x 890.00 sf arex 13.25 ft ht =11,792.50 cf incl incl
Thickened Bottom Walls 58.16 ft l x 2.38 ft thic x 13.25 ft ht =1,830.10 cf incl incl
Dumper Walls (Upper 1/2)l x 401.00 sf arex 13.25 ft ht =5,313.25 cf incl incl
West Pit Wall 122.67 ft l x 3.25 ft thic x 29 ft ht =11,561.65 cf incl incl
N Pit Wall 64.50 ft l x 2.50 ft thic x 29 ft ht =4,676.25 cf incl incl
N Pit Wall Opening (subtracting)(18.00) ft l x 2.50 ft thic x 24 ft ht =-1,080.00 cf incl incl
S Pit Wall 14.09 ft l x 2.00 ft thic x 26.5 ft ht =746.52 cf incl incl
Stairwell Wall 10.00 ft l x 2.00 ft thic x 26.5 ft ht =530.00 cf incl incl
Stairwell Wall 29.00 ft l x 2.25 ft thic x 26.5 ft ht =1,729.13 cf incl incl
S Pit Wall/Stairwell 20.46 ft l x 1.00 ft thic x 26.5 ft ht =542.19 cf incl incl
S Pit Wall/Stairwell Opening (Mandoor) (subtracting)(3.33) ft l x 1.00 ft thic x 7.17 ft ht =-23.88 cf incl incl
S Pit Wall Opening (Bay Door) (subtracting)(18.00) ft l x 2.00 ft thic x 24 ft ht =-864.00 cf incl incl
Stairway Beam 12.33 ft l x 1.00 ft thic x 1.5 ft ht =18.50 cf incl incl
West Slab Floor 117.60 ft l x 24.25 ft w x 1 ft depth =2,851.80 cf incl incl
Embed Slab Floor 117.6 ft l x 37.08 ft w x 1.5 ft depth =6,540.91 cf incl incl
Thickened Slump Floor 37 ft l x 7.92 sf arex ft depth =293.04 cf incl incl
Mandoor Landing & Stairs 6.5 ft l x 6 ft w x 1.1 ft depth =42.90 cf incl incl
Mandoor Landing & Stairs 1 ft l x 6 ft w x 0.6 ft depth =3.60 cf incl incl
DEBRIS
Concrete/Steel Building (Portion of Dumper with lower pit only)122.67 ft l x 84.5 ft w x 58.04 ft =601,621.22 cf 17 units 1,353.23$ 22,614.71$
Void space estimated at 66% per AIS experience 601,621 cf x 0.33 =7,427.42 cy
Sump Footing 25.00 ft l x 24.17 ft w x 3.00 ft depth =67.14 cy 27.78$ 1,864.82$
West Wall Footing 122.67 ft l x 23.00 ft w x 3.50 ft depth =365.74 cy 27.78$ 10,158.59$
N Wall Footing 8.50 ft l x 12.25 ft w x 3.50 ft depth =13.50 cy 27.78$ 374.91$
N Wall Footing 47.50 ft l x 19.25 ft w x 3.00 ft depth =101.60 cy 27.78$ 2,821.92$
E Wall Footing 17.00 ft l x 11.92 ft w x 2.25 ft depth =16.89 cy 27.78$ 469.04$
S Wall Footing 27.53 ft l x 2.00 ft w x 3.50 ft depth =7.14 cy 27.78$ 198.25$
Stair Enclosure Footing 41.54 ft l x 17.50 ft w x 2.25 ft depth =60.58 cy 27.78$ 1,682.70$
Pit Slab Mat Slab 74.33 ft l x 58.00 ft w x 3.58 ft depth =572.18 cy 27.78$ 15,892.64$
Dumper Walls (Lower 1/2) Walls l x 890.00 sf arex 13.25 ft ht =436.76 cy 27.78$ 12,131.24$
Thickened Bottom Walls 58.16 ft l x 2.38 ft thic x 13.25 ft ht =67.78 cy 27.78$ 1,882.67$
Dumper Walls (Upper 1/2)l x 401.00 sf arex 13.25 ft ht =196.79 cy 27.78$ 5,465.87$
West Pit Wall 122.67 ft l x 3.25 ft thic x 29 ft ht =428.21 cy 27.78$ 11,893.76$
N Pit Wall 64.50 ft l x 2.50 ft thic x 29 ft ht =173.19 cy 27.78$ 4,810.58$
N Pit Wall Opening (subtracting)(18.00) ft l x 2.50 ft thic x 24 ft ht =-40.00 cy 27.78$ (1,111.02)$
S Pit Wall 14.09 ft l x 2.00 ft thic x 26.5 ft ht =27.65 cy 27.78$ 767.96$
Stairwell Wall 10.00 ft l x 2.00 ft thic x 26.5 ft ht =19.63 cy 27.78$ 545.22$
Stairwell Wall 29.00 ft l x 2.25 ft thic x 26.5 ft ht =64.04 cy 27.78$ 1,778.79$
S Pit Wall/Stairwell 20.46 ft l x 1.00 ft thic x 26.5 ft ht =20.08 cy 27.78$ 557.76$
S Pit Wall/Stairwell Opening (Mandoor) (subtracting)(3.33) ft l x 1.00 ft thic x 7.17 ft ht =-0.88 cy 27.78$ (24.56)$
S Pit Wall Opening (Bay Door) (subtracting)(18.00) ft l x 2.00 ft thic x 24 ft ht =-32.00 cy 27.78$ (888.82)$
Stairway Beam 12.33 ft l x 1.00 ft thic x 1.5 ft ht =0.69 cy 27.78$ 19.03$
West Slab Floor 117.60 ft l x 24.25 ft w x 1 ft depth =105.62 cy 27.78$ 2,933.72$
Embed Slab Floor 117.6 ft l x 37.08 ft w x 1.5 ft depth =242.26 cy 27.78$ 6,728.80$
Thickened Slump Floor 37 ft l x 7.92 sf arex depth =10.85 cy 27.78$ 301.46$
Mandoor Landing & Stairs 6.5 ft l x 6 ft w x 1.1 ft depth =1.59 cy 16.90$ 26.85$
Mandoor Landing & Stairs 1 ft l x 6 ft w x 0.6 ft depth =0.13 cy 16.90$ 2.25$
30 cy per load
Miscellaneous Debris estimated to include rollup doors, pumps, heaters, etc.=30.00 cy 1 loads 114.88$ 114.88$
EXCAVATION
Soil excavation for the area 122.67 ft x 84.5 ft x 0.5 ft deep =191.95 cy 2.44$ 468.38$
Backfill excavated area 191.95 cy 2.41$ 463.54$
Final Grade the Area 122.67 ft x 84.5 ft =1,151.70 sy
DEBRIS SUBTOTAL 10,384.57 cy incl incl
UPPER TIER AREA
Units based on demolition of a 100' x 30' x 12' building
ROTARY DUMP FACILITY
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
2552
2553
2554
2555
2556
2557
2558
2559
2560
2561
2562
2563
2564
2565
2566
2567
2568
2569
2570
2571
2572
2573
2574
2575
2576
2577
2578
2579
2580
2581
2582
2583
2584
2585
2586
2587
2588
2589
2590
2591
2592
2593
2594
2595
2596
2597
2598
2599
2600
2601
2602
2603
2604
2605
2606
2607
2608
2609
2610
2611
2612
2613
2614
2615
2616
2617
2618
2619
2620
2621
2622
2623
2624
2625
2626
2627
2628
2629
2630
2631
2632
2633
2634
2635
2636
2637
2638
2639
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
DEMOLITION
Concrete/Ste De-Lid 77 ft l x 54.5 ft w x 40.49 ft =169,914.54 cf incl incl
Dumper (remaining eastern portion)122.67 ft l x 54.42 ft w x 55.54 ft =370,746.80 cf incl incl
Lid/Wash 138.67 ft l x 53.42 ft w x 40.49 ft =299,910.84 cf incl incl
MCC 109 ft l x 25.58 ft w x 17.95 ft =50,049.26 cf incl incl
Control Room 9.83 ft l x 12.00 ft w x 10.21 ft =1,204.58 cf incl incl
Hydraulic Room 20.50 ft l x 14.00 ft w x 15.00 ft =4,305.00 cf incl incl
Observation Room 21.42 ft l x 10.00 ft w x 19.50 ft =4,176.25 cf incl incl
Total cubic footage 900,307.27 cf incl incl
Void space estimated at 66% per AIS experience 900,307 cf x 0.33 =300,102.42 cf incl incl
Footings F1-1 (9 count)9 8.5 ft l x 8.5 ft w x 1.25 ft depth =812.81 cf incl incl
Footings F2-1 (7 count)7 12 ft l x 9 ft w x 1.25 ft depth =945.00 cf incl incl
Footings F3-1 (20 count)20 7.5 ft l x 7.5 ft w x 1.25 ft depth =1,406.25 cf incl incl
Footings F4-1 502.19 ft l x 2 ft w x 1 ft depth =1,004.38 cf incl incl
Footing 44.83 ft l x 3.5 fr w x 1 ft depth =156.91 cf incl incl
Piers F1-1 (9 count)9 2.5 ft l x 1.5 ft w x 2.25 ft depth =75.94 cf incl incl
Piers F2-1 (7 count)7 2.5 ft l x 1.5 ft w x 2.25 ft depth =59.06 cf incl incl
Piers F3-1 (20 count)20 2.5 ft l x 1.5 ft w x 2.25 ft depth =168.75 cf incl incl
Upper Tier Wall 756.12 ft l x 0.67 ft w x 2.5 ft depth =1,266.50 cf incl incl
Trench Drain x 3 thickened Floor area 236.5 ft l x 47.4 sf w x ft =11,210.10 cf incl incl
Trench Drain x 2 thickened Floor area 168 ft l x 7.13 sf w x ft =1,197.84 cf incl incl
2'x2' boxes Floor area (4 count)4 2 ft l x 9.8 sf w x ft =78.40 cf incl incl
Hyraulic Trench Floor area 22.5 ft l x 4.52 sf w x ft =101.70 cf incl incl
Platform Pedestals Floor (60 count)60 1 ft l x 1 ft w x 0.68 ft depth =40.80 cf incl incl
Tank Pedestals Floor (4 count)4 l x 100.57 sf w x 0.83 ft depth =333.89 cf incl incl
Misc Equipment Pad Floor 6 ft l x 2.5 ft w x 0.88 ft depth =13.20 cf incl incl
Misc Equipment Pad Floor 1.5 ft l x 1.5 ft w x 0.875 ft depth =1.97 cf incl incl
Mech Room Floor 109 ft l x 25.58 ft w x 0.67 ft depth =1,868.11 cf incl incl
Upper Tier Floor (total sq ft of all building areas)1 ea l x 16435 sf w x 0.67 ft depth =11,011.45 cf incl incl
Trench Drain Area (subtracting)-236.5 ft l x 16 ft w x 0.67 ft depth =-2,535.28 cf incl incl
Trench Drain Area (subtracting)-168 ft l x 4 ft w x 0.67 ft depth =-450.24 cf incl incl
Trench Drain Area (subtracting) (4 count)4 -5.25 l x 5.25 ft w x 0.67 ft depth =-73.87 cf incl incl
Rotary Dumper Components
Assume that 61.33 ft length will be torchcut into 12 foot lengths to meet CQA/QC Manual Requirements.
32 foot radius to be cut into three 8-foot cuts.
61.33 ft l div 12 ft x 8 ft =40.89 sf
DEBRIS
Concrete/Ste De-Lid 77 ft l x 54.5 ft w x 40.49 ft =169,914.54 cf
Dumper (remaining eastern portion)122.67 ft l x 54.42 ft w x 55.54 ft =370,746.80 cf
Lid/Wash 138.67 ft l x 53.42 ft w x 40.49 ft =299,910.84 cf
MCC 109 ft l x 25.58 ft w x 17.95 ft =50,049.26 cf
Control Room 9.83 ft l x 12.00 ft w x 10.21 ft =1,204.58 cf incl incl
Hydraulic Room 20.50 ft l x 14.00 ft w x 15.00 ft =4,305.00 cf
Observation Room 21.42 ft l x 10.00 ft w x 19.50 ft =4,176.25 cf
Total cubic footage 900,307.27 cf 25 units 1,353.23$ 33,842.20$
Void space estimated at 66% per AIS experience 900,307 cf x 0.33 =11,114.90 cy
Footings F1-1 (9 count)9 8.5 ft l x 8.5 ft w x 1.25 ft depth =30.10 cy 27.78$ 836.16$
Footings F2-1 (7 count)7 12 ft l x 9 ft w x 1.25 ft depth =35.00 cy 27.78$ 972.15$
Footings F3-1 (20 count)20 7.5 ft l x 7.5 ft w x 1.25 ft depth =52.08 cy 27.78$ 1,446.64$
Footings F4-1 502.19 ft l x 2 ft w x 1 ft depth =37.20 cy 27.78$ 1,033.23$
Footing 44.83 ft l x 3.5 fr w x 1 ft depth =5.81 cy 27.78$ 161.41$
Piers F1-1 (9 count)9 2.5 ft l x 1.5 ft w x 2.25 ft depth =2.81 cy 27.78$ 78.12$
Piers F2-1 (7 count)7 2.5 ft l x 1.5 ft w x 2.25 ft depth =2.19 cy 27.78$ 60.76$
Piers F3-1 (20 count)20 2.5 ft l x 1.5 ft w x 2.25 ft depth =6.25 cy 27.78$ 173.60$
Upper Tier Wall 756.12 ft l x 0.67 ft w x 2.5 ft depth =46.91 cy 27.78$ 1,302.88$
Trench Drain x 3 thickened Floor area 236.5 ft l x 47.4 sf w x ft =415.19 cy 27.78$ 11,532.11$
Trench Drain x 2 thickened Floor area 168 ft l x 7.13 sf w x ft =44.36 cy 27.78$ 1,232.25$
2'x2' boxes Floor area (4 count)4 2 ft l x 9.8 sf w x ft =2.90 cy 16.90$ 49.07$
Hyraulic Trench Floor area 22.5 ft l x 4.52 sf w x ft =3.77 cy 27.78$ 104.62$
Platform Pedestals Floor (60 count)60 1 ft l x 1 ft w x 0.68 ft depth =1.51 cy 16.90$ 25.54$
Tank Pedestals Floor (4 count)4 ea l x 100.57 sf w x 0.83 ft depth =12.37 cy 16.90$ 208.99$
Misc Equipment Pad Floor 6 ft l x 2.5 ft w x 0.88 ft depth =0.49 cy 16.90$ 8.26$
Misc Equipment Pad Floor 1.5 ft l x 1.5 ft w x 0.875 ft depth =0.07 cy 16.90$ 1.23$
Mech Room Floor 109 ft l x 25.58 ft w x 0.67 ft depth =69.19 cy 16.90$ 1,169.31$
Upper Tier Floor (total sq ft of all building areas)1 ea l x 16435 sf w x 0.67 ft depth =407.83 cy 16.90$ 6,892.41$
Trench Drain Area (subtracting)-236.5 ft l x 16 ft w x 0.67 ft depth =-93.90 cy 16.90$ (1,586.91)$
Trench Drain Area (subtracting)-168 ft l x 4 ft w x 0.67 ft depth =-16.68 cy 16.90$ (281.82)$
Trench Drain Area (subtracting) (4 count)4 -5.25 ft l x 5.25 ft w x 0.67 ft depth =-2.74 cy 2 cy per unit 16.90$ (46.24)$
Rotary Dumper Debris (30% Voids)61.33 ft l x 32 ft w x 32 ft =1,628.29 cy 814.14 units 351.96$ 286,546.12$
30 cy per load
Miscellaneous Debris estimated to include platforms, tanks, electrical, cranes, doors, pumps, heaters, etc. (Estimated 5% of the volume of the buildings)=555.75 cy 19 loads 114.88$ 2,182.77$
EXCAVATION
Soil Excavation for De-Lid 77 ft l x 54.5 ft w x 0.50 ft =77.71 cy 2.44$ 189.63$
Soil Excavation for Dumper (remaining eastern portion)122.67 ft l x 54.42 ft w x 0.50 ft =123.61 cy 2.44$ 301.63$
Soil Excavation for Lid/Wash 138.67 ft l x 53.42 ft w x 0.50 ft =137.17 cy 2.44$ 334.71$
Soil Excavation for MCC 109 ft l x 25.58 ft w x 0.50 ft =51.64 cy 2.44$ 126.01$
Soil Excavation for Control Room 9.83 ft l x 12.00 ft w x 0.50 ft =2.19 cy 2.44$ 5.33$
Soil Excavation for Hydraulic Room 20.50 ft l x 14.00 ft w x 0.50 ft =5.31 cy 2.44$ 12.97$
Soil Excavation for Observation Room 21.42 ft l x 10.00 ft w x 0.50 ft =3.97 cy 2.44$ 9.68$
Total Soil Excavation 401.60 cy incl incl
Backfill excavated area 401.60 cy 2.41$ 967.86$
Final Grade the De-Lid 77 ft l x 54.5 ft w =466.28 sy
Final Grade the Dumper (portion with upper tier only)122.67 ft l x 54.42 ft w =741.68 sy
Final Grade the Lid/Wash 138.67 ft l x 53.42 ft w =823.01 sy
Final Grade the MCC 109 ft l x 25.58 ft w =309.84 sy
Final Grade the Control Room 9.83 ft l x 12.00 ft w =13.11 sy
Units based on demolition of a 100' x 30' x 12' building
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
2640
2641
2642
2643
2644
2645
2646
2647
2648
2649
2650
2651
2652
2653
2654
2655
2656
2657
2658
2659
2660
2661
2662
2663
2664
2665
2666
2667
2668
2669
2670
2671
2672
2673
2674
2675
2676
2677
2678
2679
2680
2681
2682
2683
2684
2685
2686
2687
2688
2689
2690
2691
2692
2693
2694
2695
2696
2697
2698
2699
2700
27012702
2703
2704
2705
2706
2707
2708
2709
2710
2711
2712
2713
2714
2715
2716
2717
2718
2719
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2721
2722
2723
2724
2725
2726
2727
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Final Grade the Soil Excavation for Hydraulic Room 20.50 ft l x 14.00 ft w =31.89 sy
Final Grade the Observation Room 21.42 ft l x 10.00 ft w =23.80 sy
DEBRIS SUBTOTAL 14,361.66 cy incl incl
RAMP & EXTERIOR SLABS
DEMOLITION
North Ramp 218 ft l x 20 ft w x 1.00 ft Depth =4,360.00 cf incl incl
South Ramp 301.00 ft l x 20.00 ft w x 1 ft Depth =6,020.00 cf incl incl
Mandoor Landings (12 count)12 4.00 ft l x 4.00 ft w x 0.50 ft Depth =96.00 cf incl incl
Hyraulic Room Pad 22 ft l x 14.00 ft w x 1.00 ft Depth =308.00 cf incl incl
N&S Roll Up Doors Approach Slabs (2 count)2 15.00 ft l x 15.00 ft w x 0.50 ft Depth =225.00 cf incl incl
Mech Room Entrance Approach Slab 16.00 ft l x 16.00 ft w x 0.50 ft Depth =128.00 cf incl incl
Mech Room Entrance Sidewalk ft l x 360.00 sf w x 0.67 ft Depth =241.20 cf incl incl
Above Stairs Slab 11.00 ft l x 9.00 ft w x 0.33 ft Depth =32.67 cf incl incl
Gabion Baskets (3 total)5490.00 sf x 2.50 ft w =13,725.00 cf incl incl
MSE Wall 6472.00 sf x 17.00 ft aw =110,024.00 cf incl incl
DEBRIS
North Ramp 218 ft l x 20 ft w x 1.00 ft Depth =161.48 cy 16.90$ 2,729.06$
South Ramp 301.00 ft l x 20.00 ft w x 1 ft Depth =222.96 cy 16.90$ 3,768.11$
Mandoor Landings (12 count)12 4.00 ft l x 4.00 ft w x 0.50 ft Depth =3.56 cy 16.90$ 60.09$
Hyraulic Room Pad 22 ft l x 14.00 ft w x 1.00 ft Depth =11.41 cy 16.90$ 192.79$
N&S Roll Up Doors Approach Slabs (2 count)2 15.00 ft l x 15.00 ft w x 0.50 ft Depth =8.33 cy 16.90$ 140.83$
Mech Room Entrance Approach Slab 16.00 ft l x 16.00 ft w x 0.50 ft Depth =4.74 cy 16.90$ 80.12$
Mech Room Entrance Sidewalk ft l x 360.00 sf w x 0.67 ft Depth =8.93 cy 16.90$ 150.97$
Above Stairs Slab 11.00 ft l x 9.00 ft w x 0.33 ft Depth =1.21 cy 16.90$ 20.45$
Gabion Baskets (3 total)5490.00 sf x 2.50 ft w =508.33 cy 27.78$ 14,121.50$
MSE Wall 6472.00 sf x 16.00 ft aw =3,835.26 cy 27.78$ 106,543.50$
EXCAVATION
Soil excavation for the North Ramp 218 ft l x 20 ft w x 0.5 ft deep =80.74 cy 2.44$ 197.02$
Soil excavation for the South Ramp 301.00 ft l x 20.00 ft w x 0.5 ft deep =111.48 cy 2.44$ 272.03$
Soil excavation for the Mandoor Landings (12 count)12 4.00 ft l x 4.00 ft w x 0.5 ft deep =3.56 cy 2.44$ 8.68$
Soil excavation for the Hydraulic Room Pad 22 ft l x 14.00 ft w x 0.5 ft deep =5.70 cy 2.44$ 13.92$
Soil excavation for the N&S Roll Up Doors Approach Slabs (2 co 2 15.00 ft l x 15.00 ft w x 0.5 ft deep =8.33 cy 2.44$ 20.33$
Soil excavation for the Mech Room Entrance Approach Slab 16.00 ft l x 16.00 ft w x 0.5 ft deep =4.74 cy 2.44$ 11.57$
Soil excavation for the Mech Room Entrance Sidewalk ft l x 360.00 sf w x 0.5 ft deep =6.67 cy 2.44$ 16.27$
Soil excavation for the Above Stairs Slab 11.00 ft l x 9.00 ft w x 0.5 ft deep =1.83 cy 2.44$ 4.47$
Soil excavation for Gabion Baskets (3 count)737.00 ft x 2.50 ft w x 0.5 ft deep =34.12 cy 2.44$ 83.26$
Soil excavation for MSE Wall 301.00 sf x 16.00 ft aw x 0.5 ft deep =89.19 cy 2.44$ 217.62$
Total Soil Excavation 346.36 cy incl incl
Backfill excavated area 346.36 cy 2.41$ 834.73$
Final Grade the North Ramp 218 ft l x 20 ft w =484.44 sy
Final Grade the South Ramp 301.00 ft l x 20.00 ft w =668.89 sy
Final Grade the Mandoor Landings (12 count)48.00 ft l x 4.00 ft w =21.33 sy
Final Grade the Hydraulic Room Pad 22 ft l x 14.00 ft w =34.22 sy
Final Grade the N&S Roll Up Doors Approach Slabs (2 count)30.00 ft l x 15.00 ft w =50.00 sy
Final Grade the Mech Room Entrance Approach Slab 16.00 ft l x 16.00 ft w =28.44 sy
Final Grade the Mech Room Entrance Sidewalk ft l x 360.00 sf w =0.00 sy
Final Grade the Above Stairs Slab 11.00 ft l x 9.00 ft w =11.00 sy
Final Grade the Gabion Baskets (3 count)724.00 ft x 2.50 ft w =201.11 sy
Final Grade the MSE Wall 292.00 sf x 16.00 ft aw =519.11 sy
DEBRIS SUBTOTAL 4,766.22 cy incl incl
TOTAL DEBRIS FOR ROTARY DUMP FACILITY =29,512.45 cy
TOTAL SOIL EXCAVATION FOR ROTARY DUMP FACILITY =939.91 cy
2020 584,325.96$
2021 Inflation Factor (4.200%):1.04200 2021 608,867.65$
2022 Inflation Factor (7.00%):1.07000 2022 651,488.38$
2023 Inflation Factor (3.700%):1.03700 2023 675,593.45$
2024 Inflation Factor (2.500%):1.02500 2024 692,483.29$ 36 EAST SIDE DRAINAGE SYSTEMDEMOLITION
Asphalt included with existing facility update during the asphalt improvement project of 2005-2006
Remove Piping
Assume excavation of pipeline at an estimated average width of 4 ft.
Pipeline 1
Decon/Access Bldg to Track 4 RWF 195 ft l
Pipeline 2
Track 4 RWF to Manhole 1 625 ft l
375 ft is shared with pipeline 3 and -325 ft l
therefore subtracted
Pipeline 3
Intermodal Container Wash Bldg to Manhole 1 420 ft l
Pipeline 4
Manhole 1 SW Corner of Track 2 RWF to Manhole 2 1282 ft l
Pipeline 4A
Manhole No. 2 to 97 Pond NE Side 60 ft l
Pipeline 5
Stormwater Lift Sump to Manhole 2 570 ft l
570 is shared with Pipeline 4 and therefore not
included in total 60 ft
Pipeline 5A Manhole No. 2 to 97 Pond inside Pipeline 4A .
Therefore, not included in demolition dimensions
Storm Water Piping
EAST SIDE ROTARY FACILITY (ESRF)
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
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2730
2731
2732
2733
2734
2735
2736
2737
2738
2739
2740
2741
2742
2743
2744
2745
2746
2747
2748
2749
2750
2751
2752
2753
2754
2755
2756
2757
2758
2759
2760
2761
2762
2763
2764
2765
2766
2767
2768
2769
2770
2771
2772
2773
2774
2775
2776
2777
2778
2779
2780
2781
2782
2783
2784
2785
2786
2787
2788
2789
2790
2791
2792
2793
2794
2795
2796
2797
2798
2799
2800
2801
2802
2803
2804
2805
2806
2807
28082809
2810
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2812
2813
2814
2815
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
CatchBasin 1 to 7 198 ft l
CB 7 to 8 336 ft l
CB 8 to 9 343 ft l
CB 5 to 9 264 ft l
CB 6 to 11 170 ft l
CB 11 to 10 220 ft l
CB 10 to 9 356 ft l
CB 9 to Stormwater Sump 128 ft l
Total 4272 ft l
Piping Excavation 4272 ft l x 4 ft w x 4.17 ft =2,639.15 cy 2.44$ 6,439.80$
Assume pipe will be cut to 12' lengths.
Total length includes previous lengths subtracted for shared trenches
Carrier and containment pipes cut together 3212 div 12 =267.67 ea
Stormwater Piping Total Cuts 2015 div 12 =167.92 ea
Assume two laborers will cut piping with chainsaws maximum time
four days 16 hr x 4 Days =64.00 hr
Assumes 268 plus 89 cuts at two minutes per cut
Piping Debris calculated as follows Drainage System:
Assume carrier pipe remains inside 268 x 12 ft x 0.5 diam =23.35 cy
Containment Pipe
Piping Debris for Stormwater Piping
Assume pipes are flattened with 168 x 12 ft l x 1.5 ft w x 1 ft =131.81 cy
compactor
Tank Removal 1.00 ea
Assume cost of removing underground storage tank
Assumed debris volume of 3 CY =3.00 cy
Catchbasin/Manhole Removal
Assume 13 each (11 catchbasins and 2 manholes)=13.00 ea
3 additional catchbasins included as part of the Rail Digging Facility.
Therefore, only 11 catchbasins and 2 manholes accounted for within this section.
Stormwater Sump
Floor/Footing heavy reinforcement 16 ft l x 16 ft w =256.00 sf
2-Walls concrete 8" thick 2 ea x 14 ft h x 10.33 ft w =289.33 sf
2-Walls 2 ea x 14 ft h x 9 ft w =252.00 sf
DEBRIS
Piping & Storm Water Piping =155.16 cy 23.24$ 3,605.34$
Tank =3.00 cy 23.24$ 69.71$
Catchbasin/Manhole Debris Volume
Assume each catchbasin/manhole 6 feet deep, 4ft by 4ft, 6-inch thick wall
Walls 4 ea x 4 ft l x 6 ft x 0.5 =1.78 cy 2.44$ 4.34$
bottom and top 2 ea x 4 ft l x 4 ft x 0.5 =0.59 cy 2.44$ 1.45$
debris volume each 2 cy x 10 ea =23.70 cy 2.44$ 57.84$
Stormwater Sump Debris
Floor/Footing 16 ft l x 16 ft x 1 ft =9.48 cy 27.78$ 263.35$
2-Walls 2 ea x 14 ft h x 10.33 ft w x 0.667 ft =7.14 cy 27.78$ 198.43$
2-Walls 2 ea x 14 ft h x 9 ft w x 0.667 ft =6.22 cy 27.78$ 172.83$
Miscellaneous Debris for ancillary piping to existing facilities
Approximately 50 lf of 2-inch pipe; assumed equivalent of 5 CY debris =5.00 cy 23.24$ 116.18$
Miscellaneous Debris for grate, ancillary piping in sump, pumps, electrical components =5.00 cy 23.24$ 116.18$
Debris Total =217.08 cy incl incl
Hauling =217.08 cy incl incl
Placement =217.08 cy incl incl
Compaction =217.08 cy incl incl
EXCAVATION
Excavate Area for the removal of the stormwater sump
Excavation Bottom Area 16 ft l x 16 ft w =256.00 sf
Excavation Top Area 40 ft l x 40 ft w =1,600.00 sf
Excavation Depth 12 ft h
Excavation Volume Calculation 928 sf x 12 ft =412.44 cy incl incl
(average area x depth)
Subtract volume of sump for excavation costs 10.33 ft l x 10.33 ft w x 12 ft =47.46 cy incl incl
Total Excavation Volume for Sump =364.99 cy 2.44$ 890.61$
Backfill volume for sump =412.44 cy 2.41$ 996.02$
Backfill volume for piping trench =2,639.15 cy 2.41$ 6,373.31$
Soil excavation for 0.5 ft depth and final grading of area included within other facility and rail sections
Final Grade the Trench Area
4272 ft l x 4 ft w /9 =1,898.67 sy
2020 19,305.39$
2021 Inflation Factor (4.200%):1.04200 2021 20,116.21$
2022 Inflation Factor (7.00%):1.07000 2022 21,524.35$
2023 Inflation Factor (3.700%):1.03700 2023 22,320.75$
2024 Inflation Factor (2.500%):1.02500 2024 22,878.77$ 37 AIR MONITORING STATION SURFACE UPGRADES
DEMOLITION
Concrete
A-29 7 ft l x 7 ft w =49.00 sf
A-28 6 ft l x 7 ft w =42.00 sf
EAST SIDE DRAINAGE SYSTEM
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
2816
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2820
2821
2822
2823
2824
2825
2826
2827
2828
2829
2830
2831
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2833
2834
2835
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28582859
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
A-22 6 ft l x 6 ft w =36.00 sf
A-21 6.5 ft l x 7 ft w =45.50 sf
A-19 6 ft l x 6 ft w =36.00 sf
A-20 7 ft l x 7 ft w =49.00 sf
A-29 7 ft l x 7 ft w =49.00 sf
A-28 7 ft l x 7 ft w =49.00 sf
A-22 7 ft l x 7 ft w =49.00 sf
A-21 7 ft l x 7 ft w =49.00 sf
A-11 7 ft l x 7 ft w =49.00 sf
A-26 7 ft l x 7 ft w =49.00 sf
A-17 7 ft l x 7 ft w =49.00 sf
A-19 7 ft l x 7 ft w =49.00 sf
A-20 7 ft l x 7 ft w =49.00 sf
A-18 7 ft l x 7 ft w =49.00 sf
Total Area =83.06 sy
DEBRIS
Concrete
A-29 7 ft l x 7 ft w x 0.33 ft th =0.60 cy
A-28 6 ft l x 7 ft w x 0.33 ft th =0.52 cy
A-22 6 ft l x 6 ft w x 0.33 ft th =0.44 cy
A-21 6.5 ft l x 7 ft w x 0.33 ft th =0.56 cy
A-19 6 ft l x 6 ft w x 0.33 ft th =0.44 cy
A-20 7 ft l x 7 ft w x 0.33 ft th =0.60 cy
A-29 7 ft l x 7 ft w x 0.33 ft th =0.60 cy
A-28 7 ft l x 7 ft w x 0.33 ft th =0.60 cy
A-22 7 ft l x 7 ft w x 0.33 ft th =0.60 cy
A-21 7 ft l x 7 ft w x 0.33 ft th =0.60 cy
A-11 7 ft l x 7 ft w x 0.33 ft th =0.60 cy
A-26 7 ft l x 7 ft w x 0.33 ft th =0.60 cy
A-17 7 ft l x 7 ft w x 0.33 ft th =0.60 cy
A-19 7 ft l x 7 ft w x 0.33 ft th =0.60 cy
A-20 7 ft l x 7 ft w x 0.33 ft th =0.60 cy
A-18 7 ft l x 7 ft w x 0.33 ft th =0.60 cy
Concrete Debris =9.23 cy
Debris Total =9.23 cy
Haul Volume =9.23 cy 16.90$ 155.96$
Placement =9.23 cy
2020 155.96$
2021 Inflation Factor (4.200%):1.04200 2021 162.51$
2022 Inflation Factor (7.00%):1.07000 2022 173.89$
2023 Inflation Factor (3.700%):1.03700 2023 180.32$
2024 Inflation Factor (2.500%):1.02500 2024 184.83$ 38 LLRW OPERATIONS BUILDINGThe New LLRW Operations Building is a metal structure
that houses offices, change facility, laboratory, and personnel radiation equipment.
Assume decontamination of equipment and furniture inside of restricted area.
Items outside of restricted area will be salvaged; assume residual value of items equal to salvage costs.
Assume 66% void space within building per AIS experience (includes non-salvaged equipment/furniture)
DECONTAMINATION
Building equipment and furniture - assume residual value of items equal to salvage costs where salvage is warranted.
DEMOLITION
Building-Outside Walls 150 ft l x 70 ft w x 14.6714286 ft h =5,705.56 cy 5 units 1,353.23$ 6,766.13$
Assume 66% void space for entire building per AIS experience 5,706 cf x 0.33 =1,901.85 cy
Foundation:
Column Supports (large) - assume 4 feet thick footings 7 ft l x 7 ft w x 10 ea =490.00 sf 72.59 cy 27.78$ 2,016.30$
Strip Footings-North/South (2' w x 2' h)70 ft l +70 ft l =140.00 lf 20.74 cy 27.78$ 576.09$
Strip Footings-East/West (3' w x 2' h)150 ft l +150 ft l =300.00 lf 66.67 cy 27.78$ 1,851.71$
Pier Supports for Southern Walkout Pad 5 x 4 ft l x 1.5 ft w =30.00 sf 2.22 cy 27.78$ 61.72$
(assume 2 feet thick footings for pad)
150 ft l x 70 ft w =10,500.00 sf
Floor Concrete (assume 6 inches thick)10,500 sf =10,500.00 sf 194.44 cy 16.90$ 3,286.14$
HVAC Pad 26 ft l x 4.83 ft w =125.67 sf
Lab Tank Pad 12 ft l x 6 ft w =72.00 sf
Ice Machine Pad 8 ft l x 3.25 ft w =26.00 sf
2 West Door Pads 2 x 4 ft l x 3.5 ft w =28.00 sf
North Door Pad 5 ft l x 6.33 ft w =31.67 sf
East Door Pad 5 ft l x 6.33 ft w =31.67 sf
Pad Base Volume:
HVAC Pad 26 ft l x 4.83 ft w x 0.33 ft th =1.55 cy 16.90$ 26.22$
Lab Tank Pad 11.83 ft l x 6.00 ft w x 0.67 ft th =1.75 cy 16.90$ 29.63$
Ice Machine Pad 8 ft l x 3.25 ft w x 0.67 ft th =0.64 cy 16.90$ 10.85$
2 West Door Pads 2 x 4 ft l x 3.5 ft w x 0.33 ft th =0.35 cy 16.90$ 5.84$
North Door Pad 5 ft l x 6.33 ft w x 0.33 ft th =0.39 cy 16.90$ 6.61$
East Door Pad 5 ft l x 6.33 ft w x 0.33 ft th =0.39 cy 16.90$ 6.61$
Southern Walkout Pad 100.67 ft x 6.25 ft x 0.33 ft th =7.77 cy 16.90$ 131.27$
Southern Walkout Base 100.67 ft l x 6.25 ft w x 0.33 ft th =7.77 cy 2.44$ 18.95$
Miscellaneous Tanks Assume 15 cy of debris (to be left in place - no removal)2 ea x =10.00 cy 2 cy per unit Not Required
Septic and Gray Water Tanks 2 ea x 15 cy ea =30.00 cy 15.00 units 351.96$ 5,279.41$
Assume 2 each at 15 cy each
Debris Total:=40.00 cy incl incl
Units based on demolition of a 100' x 30' x 12' building
AIR MONITORING STATION SURFACE UPGRADES
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
2904
2905
2906
2907
2908
2909
2910
2911
2912
2913
2914
2915
2916
2917
2918
2919
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2922
2923
2924
2925
2926
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2929
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29382939
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2988
2989
2990
2991
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
SOIL VOLUME:
Floor Base:10,500 sf x 0.5 ft th =194.44 cy incl incl
Southern Walkout Pad Base:100.67 ft x 6.25 ft x 0.33 ft th =7.77 cy incl incl
HVAC Pad 26 ft l x 4.83 ft w x 0.33 ft th =1.55 cy incl incl
Lab Tank Pad 11.83 ft l x 6 ft w x 0.33 ft th =0.88 cy incl incl
Ice Machine Pad 8 ft l x 3.25 ft w x 0.33 ft th =0.32 cy incl incl
2 West Door Pads 2 x 4 ft l x 3.5 ft w x 0.33 ft th =0.17 cy incl incl
North Door Pad 5 ft l x 6.33 ft w x 0.33 ft th =0.39 cy incl incl
East Door Pad 5 ft l x 6.33 ft w x 0.33 ft th =0.39 cy incl incl
Utility Base (est. volume)50 cy =50.00 cy incl incl
Employee Parking Area Base:120 cy x 240 cy x 0.5 ft th =533.33 cy incl incl
Soil Volume Total:789.25 cy 2.44$ 1,925.85$
PLACEMENT:
Debris:=40.00 cy incl incl
Soil:=789.25 cy incl incl
COMPACTION:=829.25 cy incl incl
EXCAVATION:
Contaminated Soil (unimproved area south of the building to the administration building)
Hauling:250 ft l x 186 ft w x 0.5 ft th =861.11 cy 2.44$ 2,101.20$
Placement:861.11 cy incl incl
Compaction:861.11 cy incl incl
RESTORATION OF GRADE:
Building:10,500 sf x 1 ft =388.89 cy incl incl
Contaminated Soil Volume 250 ft x 186 ft x 0.5 ft th =861.11 cy incl incl
Backfill Required:=1,250.00 cy 2.41$ 3,018.64$
FINAL GRADING
Building:10,500 sf =1,166.67 sy
Contaminated Soil:46,500 sf =5,166.67 sy
Final Grading Required:=6,333.33 sy
2020 27,119.17$
2021 Inflation Factor (4.200%):1.04200 2021 28,258.17$
2022 Inflation Factor (7.00%):1.07000 2022 30,236.24$
2023 Inflation Factor (3.700%):1.03700 2023 31,354.99$
2024 Inflation Factor (2.500%):1.02500 2024 32,138.86$ 39 SRS DU STORAGE BUILDINGThis item includes the demolition and disposal of the SRS DU Storage Building.
Assume 66% void space within building per AIS experience
DEMOLITION
Building-Side Walls 2 ea x 380 ft l x 30 ft w x 1 ft th =11,400.00 cf
Building-End Walls 2 ea x 135 ft l x 32.81 ft w x 1 ft th =4,429.35 cf
Roof - addition of 60 mil Roofing (2024)2 ea x 380 ft l x 67.73 ft w x 1.005 ft th =25,866.09 cf
Total Demolition 41,695.44 cf
Foundation:
F8 Footing 36 ea x 7 ft l 252.00 lf
F4 Footing 8 ea x 4 ft l 32.00 lf
F1.5C Continuous Footer 2 ea x 253.98 ft l 507.96 lf
F2C 2 ea x 119 ft l 238.00 lf
Stem Walls
East & West 2 ea x 380 ft l x 0.67 ft w =509.20 sf
North & South 2 ea x 135 ft l x 0.67 ft w =180.90 sf
Piers
East & West 36 ea x 1.3 ft l x 1.2 ft w =56.16 sf
North & South 8 ea x 0.5 ft l x 1 ft w =4.00 sf
Corner 4 ea x 0.5 ft l x 0.8 ft w =1.60 sf
Cable Blocks 18 ea x 4 ft l x 2.5 ft w =180.00 sf
Total Footprint:
Asphalt Floor 380 ft l x 135 ft w x 0.11 =5,699.43 sy
Asphalt Aprons 2 ea x 135 ft l x 15 ft w x 0.11 =224.98 sy
Fence Removal =570.00 ft
DEBRIS:
Final Building Debris Volume (equal to 3 buildings minus voids)41,695 cf x 0.33 =514.76 cy 2 units 1,353.23$ 2,706.45$
Foundation:
F8 Footings 36 ea x 7 ft l x 8 ft w x 1.17 ft th =87.36 cy 27.78$ 2,426.47$
F4 Footing 8 ea x 4 ft l x 2 ft w x 1 ft th =2.37 cy 27.78$ 65.84$
F1.5C Continuous Footer 2 ea x 253.98 ft l x 1.5 ft w x 0.5 ft th =14.11 cy 27.78$ 391.91$
F2C 2 ea x 119 ft l x 1 ft w x 2 ft th =17.63 cy 27.78$ 489.67$
Stem Walls
East & West 2 ea x 380 ft l x 0.67 ft w x 2 ft th =37.72 cy 27.78$ 1,047.65$
North & South 2 ea x 135 ft l x 0.67 ft w x 2 ft th =13.40 cy 27.78$ 372.19$
Piers
East & West 36 ea x 1.3 ft l x 1.2 ft w x 2 ft th =4.16 cy 27.78$ 115.55$
North & South 8 ea x 0.5 ft l x 1 ft w x 2 ft th =0.30 cy 27.78$ 8.23$
Corner 4 ea x 0.5 ft l x 0.8 ft w x 2 ft th =0.12 cy 27.78$ 3.29$
Cable Blocks 18 ea x 4 ft l x 2.5 ft w x 2 ft th =13.33 cy 27.78$ 370.34$
Asphalt Floor 380 ft l x 135 ft w x 0.25 ft th =475.00 cy 10.89$ 5,173.39$
Asphalt Aprons 2 ea x 135 ft l x 15 ft w x 0.25 ft th =37.50 cy 10.89$ 408.43$
Units based on demolition of a 100' x 30' x 12' building
LLRW OPERATIONS BUILDING
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
2992
2993
2994
2995
2996
2997
2998
2999
3000
3001
3002
3003
3004
3005
3006
3007
3008
3009
3010
3011
3012
3013
3014
3015
3016
30173018
3019
3020
3021
3022
3023
3024
3025
3026
3027
3028
3029
3030
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30413042
3043
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30673068
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3079
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Fence debris 1 cf per 10 LF 570.00 lf ÷ 10 =2.11 cy 1 loads 114.88$ 114.88$
Total Debris =1,219.87 cy incl incl
EXCAVATION
Building Area
Road Base 380 ft l x 135 ft w x 0.75 ft th =1,425.00 cy 2.44$ 3,477.15$
Soil 380 ft l x 135 ft w x 0.5 ft th =950.00 cy 2.44$ 2,318.10$
Haul Road
Road Base 1000 ft l x 15 ft w x 0.75 ft th =416.67 cy 2.44$ 1,016.71$
Soil 1000 ft l x 15 ft w x 0.5 ft th =277.78 cy 2.44$ 677.81$
RESTORATION OF GRADE
Backfill Required 380 ft l x 135 ft w x 0.5 ft th =950.00 cy 2.41$ 2,294.17$
1000 ft l x 15 ft w x 0.5 ft th =277.78 cy 2.41$ 670.81$
FINAL GRADING
380 ft l x 135 ft w x 0.11 =5,699.43 sy Not Required
1000 ft l x 15 ft w x 0.11 =1,666.50 sy
2020 24,149.06$
2021 Inflation Factor (4.200%):1.04200 2021 25,163.33$
2022 Inflation Factor (7.00%):1.07000 2022 26,924.76$
2023 Inflation Factor (3.700%):1.03700 2023 27,920.97$
2024 Inflation Factor (2.500%):1.02500 2024 28,619.00$ 100 ROADS FROM THE CLASS A WEST EMBANKMENT TO THE AREA AROUND THELLRW MAINTENANCE SHOP AND BAYThis item includes the roads from the Class A Embankment to the area around the LLRW Maintenance Shop and Bay
Areas are shown on Figure 2 of the 2024 Engineering Analysis
This item includes the removal and disposal of road materials
Assume all haul roads excavated 0.5 ft deep to 25 ft wide
Road base is 1 ft thick (above grade) throughout the site
Road lengths have been overestimated to account for over-wide road areas, changing site conditions, and smaller tracks
EXCAVATION
Asphalt Removal 219,939 sf /9 =24,437.67 sy
Asphalt Debris 219,939 sf x 0.33 ft =2,715.30 cy 10.89$ 29,573.26$
Road Base 219,939 sf x 1 ft =8,145.89 cy incl incl
Soil Excavation 219,939 sf x 0.5 ft =4,072.94 cy incl incl
Total Excavation =12,218.83 cy 2.44$ 29,815.28$
Restoration of grade (soil volume only)=4,072.94 cy 2.41$ 9,835.81$
Final Grade 219,939 sf /9 =24,437.67 sy
2020 69,224.35$
2021 Inflation Factor (4.200%):1.04200 2021 72,131.77$
2022 Inflation Factor (7.00%):1.07000 2022 77,180.99$
2023 Inflation Factor (3.700%):1.03700 2023 80,036.69$
2024 Inflation Factor (2.500%):1.02500 2024 82,037.61$ 101 ROADS FROM ROLLOVER TO SOUTH SIDE OF THE 1997 EVAPORATION POND,AREA BETWEEN TRACKS 2 AND 3, AND AREA AROUND IUFThis item includes the roads from the rollover to the south side of the 1997 evaporation pond, area between tracks 2 and 3,
and the area around the intermodal unloading facility.
Areas are shown on Figure 2 of the 2024 Engineering Analysis
This item includes the removal and disposal of road materials
DEMOLITION
Asphalt Removal
Road 401,156 sf /9 =44,572.89 sy
Asphalt Debris 401,156 sf x 0.33 ft =4,952.54 cy
Additional Asphalt Debris from 6" Thick Area)91,600 sf x 0.17 ft =565.43 cy
Total Asphalt Debris 5,517.98 cy 10.89$ 60,098.24$
EXCAVATION
Road Base 401,156 sf x 1 ft =14,857.63 cy 2.44$ 36,254.23$
Rock (haul road at rail unloading area)30 ft x 400 ft x 0.66667 ft =296.30 cy 2.44$ 723.00$
Soil Excavation 401,156 sf x 0.5 ft =7,428.81 cy 2.44$ 18,127.12$
Total Excavation 14,858 cy +7,429 cy =22,286.44 cy incl incl
Restoration of grade (soil excavation only)=7,428.81 cy 2.41$ 17,939.94$
Final Grade 401,156 ft /9 =44,572.89 sy
2020 133,142.52$
2021 Inflation Factor (4.200%):1.04200 2021 138,734.50$
2022 Inflation Factor (7.00%):1.07000 2022 148,445.92$
2023 Inflation Factor (3.700%):1.03700 2023 153,938.42$
2024 Inflation Factor (2.500%):1.02500 2024 157,786.88$ 102 ROADS SOUTH OF THE 1997 POND, SITE ACCESS ROADS ALONG THE SOUTH AND NORTH BORDERS OF SECTION 32, HAUL ROAD ALONG THE WEST SIDE OF THE 11E.(2) EMBANKMENT AND THE ROAD AROUND THE CLASS A WEST EMBANKMENT
This item includes the roads as shown on Figure 2 of the 2024 Engineering Analysis
This item includes the removal of and disposal of road materials
DEMOLITION
Asphalt Removal
Road 222,211 sf /9 =24,690.11 sy
Asphalt Debris 222,211 sf x 0.33 ft =2,743.35 cy 10.89$ 29,878.76$
EXCAVATION
ROADS FROM ROLLOVER TO SOUTH SIDE OF THE 1997 EVAPORATION POND, AREA BETWEEN TRACKS 2 AND 3, AND AREA AROUND IUF
SRS DU STORAGE BUILDING
ROADS FROM THE CLASS A WEST EMBANKMENT TO THE AREA AROUND THE LLRW MAINTENANCE SHOP AND BAY
30 cy per load
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
3080
3081
3082
3083
3084
3085
3086
3087
3088
30893090
3091
3092
3093
3094
3095
3096
3097
3098
3099
3100
3101
3102
3103
3104
3105
3106
3107
3108
3109
3110
3111
3112
3113
3114
3115
3116
3117
3118
3119
3120
3121
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3141
3142
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3167
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Road Base 222,211 sf x 1 ft =8,230.04 cy 2.44$ 20,082.18$
Soil Excavation 222,211 sf x 0.5 ft =4,115.02 cy 2.44$ 10,041.09$
Total Excavation =12,345.06 cy incl incl
Restoration of grade (soil excavation only)=4,115.02 cy 2.41$ 9,937.41$
Final grade 222,211 ft /9 =24,690.11 sy
2020 69,939.44$
2021 Inflation Factor (4.200%):1.04200 2021 72,876.90$
2022 Inflation Factor (7.00%):1.07000 2022 77,978.28$
2023 Inflation Factor (3.700%):1.03700 2023 80,863.48$
2024 Inflation Factor (2.500%):1.02500 2024 82,885.07$ 103 RAIL TRACK AND RAIL BEDS WITHIN THE RESTRICTED AREAThis item includes the removal of all railroad track and bed within the Restricted Area and removal of the Rail Digging Facility.
This Surety item includes demolition and disposal of the rail ties and track
as well as the excavation and disposal of the ballast and base soils.
Defined as the entire length of rail within the Restricted Area
DEMOLITION
Ties, Track - (Figure 9416-1); typical spacing is shown below from visual inspection by others (Figure 9315-1)
Ties at 1.5 feet c.c.
Ties are 9 ft x 0.5833 ft x 0.75 ft =0.15 cy/Ea
Track cross section area is 0.1052ft2
Most of the rail within the restricted are is 110# to 115#. Conservative assumption is 132# rail with an
approximate area of 15.1387 in2 or 0.1052 ft2 as shown in the figure below.
Calculations
Debris Volume - ties 15,596 ft divide by 1.5 ft =10,397.33 Ea
10,397.3 Ea x 0.15 cy/ea =1,516.28 cy
Debris Volume - rails 2 Ea x 15,596 ft x 0.1052 sf =121.53 cy
Debris Volume - hardware 15,596 ft x 0.5 cy/100div 100 =77.98 cy
Total Debris 1,516 cy +122 cy +78 cy =1,715.79 cy 38.89$ 66,728.76$
Debris per linear foot of rail track 15,596 lf divide by 1716 cy =9.09 LF/CY
EXCAVATION
Excavate and dispose of ballast and base material (12,850 lf)
Ballast 18.75 sf x 15,596 ft =10,830.56 cy
Base 32.25 sf x 15,596 ft =18,628.56 cy
Total Soil for Disposal 10,831 cy +18,629 cy =29,459.11 cy 2.44$ 71,883.43$
Preliminary excavation along railbed 15,596 lf x 50 ft wide =779,800.00 sf
LESS Area for Railbed 15,596 lf x 26 ft =405,496.00 sf
779,800 sf -405,496 sf =374,304.00 sf
Total Preliminary Excavation Volume 374,304 sf x 0.5 ft =6,931.56 cy 2.44$ 16,913.75$
Haul Volume
29,459 cy +6,932 cy =36,390.67 cy
Restoration of grade (preliminary excavation only)=6,931.56 cy 2.41$ 16,739.10$
Final grade 15,596 lf x 50 ft =86,644.44 sy
DIGGING PAD
Asphalt (assume 0.5 feet thick)650 l x 36 w =23,400.00 sf
240 sf +360 sf =600.00 sf
20 l x 36 w =720.00 sf
23,400 sf +600 sf +720 sf =24,720.00 sf 457.78 cy 10.89$ 4,985.82$
24,720 sf =2,746.67 sy
Asphalt Overlay 650 l x 36 w =23,400.00 sf
Added 2010 240 sf +360 sf =600.00 sf
20 l x 36 w =720.00 sf
23,400 sf +600 sf +720 sf =24,720.00 sf
ROADS SOUTH OF THE 1997 POND, SITE ACCESS ROADS ALONG THE SOUTH AND NORTH BORDERS OF SECTION 32, HAUL ROAD ALONG THE WEST SIDE OF THE 11E.(2) EMBANKMENT AND THE ROAD AROUND THE CLASS A WEST EMBANKMENT
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
3168
3169
3170
3171
3172
3173
3174
3175
3176
3177
3178
3179
3180
3181
3182
3183
3184
3185
3186
3187
3188
3189
3190
3191
3192
3193
3194
3195
3196
3197
3198
31993200
3201
3202
3203
3204
3205
3206
3207
3208
3209
3210
3211
3212
3213
3214
3215
3216
3217
3218
3219
32203221
3222
3223
3224
3225
3226
3227
3228
3229
3230
3231
3232
32333234
3235
3236
3237
3238
3239
3240
3241
3242
3243
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3245
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3248
3249
3250
3251
3252
3253
3254
3255
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
=2,746.67 sy
Asphalt Overlay Debris 24,720 sf x 0.33 ft th =305.19 cy 10.89$ 3,323.88$
Road base 24,720 sf x 0.33 ft =305.19 cy incl incl
Rock 24,720 sf x 1.5 ft =1,373.33 cy incl incl
Soil 12 ft x 72 ft x 1 ft =32.00 cy incl incl
Haul Volume =1,710.52 cy 2.44$ 4,173.85$
Geotextile 650 l x 36 ft w x 0.0066 ft =5.72 cy 2.44$ 13.96$
TRACK HOE RAMP
Reinforced Concrete Footing 12 ft x 72 ft =864.00 sf
Reinforced Footing Debris 12 ft x 72 ft 1.67 ft =53.33 cy 27.78$ 1,481.36$
Reinf. Concrete Walls-Front 14.67 ft x 21 ft =308.00 sf
Reinf. Concrete Walls-Wings 14.67 ft x 20 ft x 0.5 x 2 ea =293.33 sf
Reinf. Concrete Wall Debris 308.00 ft +293.33 ft x 1 ft =22.27 cy 16.90$ 376.39$
Total Concrete Debris 53 cy +22 cy =75.60 cy
Rock Under Footing 12 ft x 72 ft x 1 ft =32.00 cy 16.90$ 540.80$
Soil Fill Behind Wall 12 ft x 53 ft x 48 ft x 0.5 =565.33 cy 2.44$ 1,379.47$
Asphalt Chip Surface 55 ft x 15 ft x 0.67 ft =20.37 cy 10.89$ 221.86$
Debris Subtotal 693.31 cy
GRAVEL UNLOADING AREA FOR RAIL
Gravel 80 ft x 250 ft x 1.3 ft =962.96 cy 2.44$ 2,349.73$
Geogrid 80 x 150 ft x 1.04 %increase for overlap =12,480.00 sf
DEBRIS Total 1715.791052 cy +693.30864 cy +305.19 cy =2,714.28 cy incl incl
Backfill excavated area 12 ft x 72 ft 1.67 ft =53.33 cy 2.41$ 128.80$
HAUL ROAD FOR RAIL UNLOADING AREA IS ACCOUNTED FOR IN SECTION 101
2020 191,240.98$
2021 Inflation Factor (4.200%):1.04200 2021 199,273.11$
2022 Inflation Factor (7.00%):1.07000 2022 213,222.22$
2023 Inflation Factor (3.700%):1.03700 2023 221,111.45$
2024 Inflation Factor (2.500%):1.02500 2024 226,639.23$ 105 HAUL ROADS (LARGE COMPONENT AND CWF) AROUND THE CLASS A WEST EMBANKMENT(See Figure 2 of the 2024 Engineering Analysis)This item provides for the excavation of non-paved haul roads around the Class A West
Embankment, and the Large Component and CWF area.
Areas were calculated by EnergySolutions using AUTOCAD and are shown on Figure 2.
Roadbase is 1 ft thick (above grade) throughout site
Assume 0.5 ft excavation of soils
EXCAVATION
Roadbase 186,033 sf x 1.0 ft =6,890.11 cy incl incl
Soil excavation 186,033 sf x 0.5 ft =3,445.06 cy incl incl
Total Excavation =10,335.17 cy 2.44$ 25,218.93$
Restoration of Grade (soil volume only)=3,445.06 cy 2.41$ 8,319.51$
Final Grade 186,033 sf /9 =20,670.33 sy
2020 33,538.44$
2021 Inflation Factor (4.200%):1.04200 2021 34,947.05$
2022 Inflation Factor (7.00%):1.07000 2022 37,393.35$
2023 Inflation Factor (3.700%):1.03700 2023 38,776.90$
2024 Inflation Factor (2.500%):1.02500 2024 39,746.32$ 106 CLOSURE PERIOD STORMWATER MANAGEMENTThis item assumes use of trucks during periods of high rainfall for transport of collected stormwater to
existing ponds (which will be removed last in decommissioning efforts) over the 5-year closure period.
Labor for stormwater management will be provided by existing decon staff.
Number of 6,000 gallon trucks required during stormwater management periods 2.00 ea x 5.00 yr 5,000.00$ 50,000.00$
Assume a stormwater management period is 30 days per year (1 month)
Cost for water trucks based on AIS monthly rate at $5,000/month with 15% markup for overhead/mobilization/tools & equipment
2020 50,000.00$
2021 Inflation Factor (4.200%):1.04200 2021 52,100.00$
2022 Inflation Factor (7.00%):1.07000 2022 55,747.00$
2023 Inflation Factor (3.700%):1.03700 2023 57,809.64$
2024 Inflation Factor (2.500%):1.02500 2024 59,254.88$ 107 RAIL OUTSIDE OF SECTION 32Assumed that rail material will be salvaged by outside entities. Surety cost is for removal of ties and track and the grading of area,
plus radiation survey of ballast and base to demonstrate license compliance.
This item funds grading of the bed material from the main line to the main gate to match the natural contours of the area.
EnergySolutions performs periodic radiological surveys on the rail bed and cleans up any areas
that are identified as contaminated; it is therefore assumed that the rail track and bedding
are not contaminated and will not require decontamination or disposal.
RAIL DEMOLITION
Ties and track will be removed and placed within Section 29. The Ballast will not be removed, but spread out in place
43598 lf =43,598.00 lf
Volume of waste per linear foot of rail from LLRW workbook:9.09 lf/cy (conversion factor)=4,796.43 cy 19.45$ 93,268.81$
RAIL BALLAST/BASE EXCAVATION
Grade - grade ballast/base into natural slope. Assume cross-sectional area of 51 sf based on prior calculations
Section for rail inside restricted area.
Volume 51 sf x 43598.00 lf =2,223,498.00 cf
Grade area (assume spreading to 0.33 ft thick)
2,223,498 cf Div 27.00 =82,351.78 cy 1.96$ 161,277.95$
RAIL TRACK AND RAIL BEDS WITHIN THE RESTRICTED AREA
CLOSURE PERIOD STORMWATER MANAGEMENT
HAUL ROADS (LARGE COMPONENT AND CWF) AROUND THE CLASS A WEST EMBANKMENT
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
3256
3257
3258
3259
3260
3261
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3263
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33253326
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
BUILDING FOUNDATION DEMOLITION
Demolish down to grade level, test and properly dispose of debris, fill in sumps, conduct a final license approved radiation survey
Remove foundation
Main Slab (concrete)130 ft l x 40 ft w x 0.67 ft th =128.46 cy 16.90$ 2,170.98$
Small Slab (concrete)6 ft l x 6 ft w x 1.00 ft th =1.33 cy 16.90$ 22.53$
Remove sumps 3 x 2 ft l x 2 ft w x 2.00 ft th =0.89 cy 16.90$ 15.02$
Remove perimeter wall 340 lf l x 3.5 ft h x 0.67 ft th =29.40 cy 16.90$ 496.82$
RADIOLOGICAL SURVEYS
Rail:
Perform radological survey (1 event) consisting of up to 90 samples consistent with sampling for annual environmental monitoring costs =2.00 ea $3,748 7,495.20$
Foundation:
Perform radological survey (1 event) consisting of up to 10 samples consistent with sampling for annual environmental monitoring costs =0.25 ea $3,748 936.90$
2020 265,684.22$
2021 Inflation Factor (4.200%):1.04200 2021 276,842.95$
2022 Inflation Factor (7.00%):1.07000 2022 296,221.96$
2023 Inflation Factor (3.700%):1.03700 2023 307,182.17$
2024 Inflation Factor (2.500%):1.02500 2024 314,861.73$ 200 TEMPORARY STORAGE TANKS
This item includes the demolition and disposal of 4 temporary storage tanks.
DEMOLITION
Number of tanks assumed to be left on site for disposal =4.00 ea
Assume 1.18 cy each Tank 1.48 cy x 4 Ea =5.92 cy
Torch Cutting of Tank 4 Top
5 1 Front 3 Rear 6
2 bottom
Assume Tank is
44.5 ft l x 9.8 ft h x 4 sides
8.5 ft l x 9.8 ft h x 2 sides
Assume 4 Torch cuts at
44.5 ft l x 4 lengths +=217.20 ft
9.8 ft l x 4 lengths +
9.8 ft l x 4 lengths
And 8 cuts to reduce 44.5 ft length to 10 ft length to meet disposal requirements
9.8 ft l x 8 lengths =78.40 ft
Length per Tank 217.2 ft +78 ft 295.60 ft
Total Length 295.6 x 4 1,182.40 ft
Disposal Volume Assumptions
Method of Calculation
Assume Tank is 44.5 ft l x 9.8 ft h x 8.5 ft w
Wall thickness equals 1/4" or 0.0209 ft
Four sides of the tank will be 8.5 ft h by 0.0209-ft thick by 44.5 ft long.
Two sides of the tank will be 9.8 ft h by 0.0209-ft thick by 8.5 ft long
Summing the multiplicative values of both will give the calculated disposal volume in cubic feet for each Tank
44.5 ft l x 9.8 ft h x 0.0209 ft th x 4 sides =36.46 cf
8.5 ft l x 9.8 ft h x 0.0209 ft th x 2 sides =3.48 cf
36.46 cf /27 +3.48 cf /27 =1.48 cy incl incl
Haul Volume =5.92 cy incl incl
Place material =5.92 cy 2 cy per unit incl incl
Debris =5.92 cy 2.96 units 351.96$ 1,041.28$
2020 1,041.28$
2021 Inflation Factor (4.200%):1.04200 2021 1,085.01$
2022 Inflation Factor (7.00%):1.07000 2022 1,160.96$
2023 Inflation Factor (3.700%):1.03700 2023 1,203.92$
2024 Inflation Factor (2.500%):1.02500 2024 1,234.02$ 201 DISPOSAL OF EQUIPMENTThis item includes the dismantling, size reduction, shredding, and disposal of equipment within the
embankment and equipment to be purchased for the closure.
Assume list of equipment to be updated during the annual review
Size reduction efforts include nesting and/or crushing of equipment
Displaced air volume equals maximum dimension L x W x H
This overestimates the total volume due to truck beds, etc.
Assume size reduction reduces the volume of each piece to 50% due to void space within the debris
Assume shredding reduces the volume of each piece to 20% due to void space within the debris 770.00 CY 138,377.25$
Use EQ volume totals x actual shredder cost (go to "Equipment Report 2020" worksheet)
2020 138,377.25$
2021 Inflation Factor (4.200%):1.04200 2021 144,189.09$
2022 Inflation Factor (7.00%):1.07000 2022 154,282.33$
2023 Inflation Factor (3.700%):1.03700 2023 159,990.78$
2024 Inflation Factor (2.500%):1.02500 2024 163,990.55$
TEMPORARY STORAGE TANKS
DISPOSAL OF EQUIPMENT
RAIL OUTSIDE OF SECTION 32
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
3344
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3408
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI202ON SITE OPEN AREAThis item covers potentially contaminated elements that are not covered under any previous item.
This Surety item includes the demolition and disposal of any structures not previously identified including the moisture adding station.
This item shall include the removal of power poles; miscellaneous debris and containers; and the excavation of any
contaminated soil areas and roadways not previously covered, such as the area and access roads around the embankments.
All items in this section will be disposed of in the embankment with the exception of waste oil removal for incineration.
WASTE OIL (FLUIDS) REMOVAL FOR INCINERATION
Assume maximum quantity in gallons allowed on site
Gallons =15,883
Includes Transport & Disposal Drums =289 =289.00 ea.500.00$ 144,500.00$
DEMOLITION
C-VAN Container Equivalents maximum quantity
=500.00 ea
Assume 1.18 cy each C-Van 1.18 cy x 500 Ea =590.00 cy 70.94$ 35,470.81$
Torch Cutting of C-Van Equivalent 4 Top
5 1 Front 3 Rear 6
2 bottom
Assume C-Van Container is
20 ft l x 8.0 ft h x 4 sides
8 ft l x 8.0 ft h x 2 sides
Assume 4 Torch cuts at
20 ft l x 4 lengths +=112.00 ft
8.0 ft l x 4 lengths +
8.0 ft l x 4 lengths
And 4 cuts to reduce 20 ft length to 10 ft length to meet disposal requirements
8.0 ft l x 4 lengths =32.00 ft
Length per C-Van 112.0 ft +32 ft 144.00 ft
Total Length 144.0 x 500 72,000.00 ft
Time to decontaminate tank 2.0 people x 8 hrs x 1 day =16.00 hours
Disposal Volume Assumptions
C-VAN Container Equivalents Maximum Quantity
Method of Calculation
Assume C-Van Container is 20 ft l x 8.0 ft h x 8 ft w
Wall thickness equals 1/2" or 0.0416 ft
Four sides of the C-Van will be 8 ft h by 0.0416-ft thick by 20 ft long.
Two sides of the C-Van will be 8 ft h by 0.0416-ft thick by 8 ft long
Summing the multiplicative values of both will give the calculated disposal volume in cubic feet for each C-Van
20 ft l x 8.0 ft h x 0.0416 ft th x 4 sides =26.62 cf
8 ft l x 8.0 ft h x 0.0416 ft th x 2 sides =5.32 cf
26.62 cf /27 +5.32 cf /27 =1.18 cy incl incl
Intermodal Containers are assumed to equal a disposal volume equivalent to a C-Van (since value is close to that of a C-Van)
Method of Calculation
Assume Intermodal Container is 20 ft l x 6.5 ft h x 8 ft w
Wall thickness equals 1/4" or 0.0209 ft
Four sides of the Intermodal will be 6.5 ft h by 0.0209-ft thick by 20 ft long.
Two sides of the Intermodal will be 8 ft h by 0.0209-ft thick by 8 ft long
Summing the multiplicative values of both will given the calculated disposal volume in cubic feet for each Intermodal
20 ft l x 6.5 ft h x 0.0209 ft th x 4 sides =10.87 cf
8 ft l x 7 ft h x 0.0209 ft th x 2 sides =2.17 cf
10.87 cf /27 +2.17 cf /27 =0.48 cy incl incl
Seven (7) B-25 Containers are assumed to equal a disposal volume equivalent to a C-Van
Method of Calculation
Assume B-25 Container is 4 ft l x 4.0 ft h x 6 ft w
Wall thickness equals 1/2" or 0.0416 ft
Four sides of the B-25 will be 4 ft h by 0.0416-ft thick by 6 ft long.
Two sides of the B-25 will be 4 ft h by 0.0416-ft thick by 4 ft long
Summing the multiplicative values of both will give the calculated disposal volume in cubic feet for each B-25
6 ft l x 4.0 ft h x 0.0416 ft th x 4 sides =3.99 cf
4 ft l x 4 ft h x 0.0416 ft th x 2 sides =1.33 cf
3.99 cf /27 +1.33 cf /27 =0.20 cy incl incl
Moisture Adding Station (Removed and Disposed in 2023)
10,000 gallon tank
Assume 1 day to decon and 1 day to haul off site
Structure
Vertical members (debris)9 Ea x 12.5 ft x 0.25 ft x 0 =0.00 cy
Cross Support (debris)6 Ea x 12 ft x 0.25 ft x 0 =0.00 cy
Handrail (debris) Estimated =0.00 cy
Toe Plate (debris)0.33 ft x 0.25 ft x 68 ft =0.00 cy
Decking (debris)0.1 ft x 24 ft x 10 ft =0.00 cy
Torch cutting =0.00 lf
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
3432
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34773478
3479
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3489
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3492
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349434953496
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3500
3501
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3503
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35063507
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Concrete Pad 10 ft x 24 ft =0.00 sf
Concrete Pad Debris 10 ft x 24 ft x 0.5 ft =0.00 cy
Total Debris =0.00 cy
Power Poles (Assume 1 ft diameter), cut into pieces less than 8' x 10'. Dispose of all poles in embankment
Number derived from Figure 6.
Assume 1 cy for each pole and wire. 55 Ea x 1 cy =55.00 cy
Assume 2 days
Railcar lids Ea 12 ft x 45 ft x 1 in tc 500.00 cy
Haul from storage location to shredder (1 mile RT)6 per trip =50.00 Trips
West Concrete Block Shielding Wall
Concrete Blocks 142 Ea x 4 ft x 2 ft x 2 ft =84.15 cy
Miscellaneous Debris cleanup not covered elsewhere - assume 5 days; 15 cy to dispose =15.00 cy
Haul Volumes
C-Van Equivalents =590.00 cy incl incl
Moisture Adding Station and Fuel Filling Areas =0.00 cy
Power Poles =55.00 cy
West Shielding Wall =84.15 cy
Miscellaneous Debris =515.00 cy
Total Haul Volume =1,244.15 cy
Disposal Volumes
Debris:
C-Van Equivalents =590.00 cy incl incl
Moisture adding station =0.00 cy incl incl
Power Poles =55.00 cy incl incl
West Shielding Wall =84.15 cy
Miscellaneous debris =515.00 cy incl incl
Total Debris Volume =1,244.15 cy incl incl
EXCAVATION
Assume 400,000 sf of soil identified by radiation survey as contaminated and excavated to 0.5 ft
400,000 sf sf x 0.5 ft =7,407.41 cy
Total Excavation =7,407.41 cy 2.44$ 18,074.88$
Final grade
400,000 sf =44,444.44 sy Not Required
2020 200,573.12$
2021 Inflation Factor (4.200%):1.04200 2021 208,997.19$
2022 Inflation Factor (7.00%):1.07000 2022 223,626.99$
2023 Inflation Factor (3.700%):1.03700 2023 231,901.19$
2024 Inflation Factor (2.500%):1.02500 2024 237,698.72$ 203 HEALTH PHYSICS STAFF AND RADIATION SURVEY EQUIPMENTNote that the costs below are for total site closure. The total has been divided by two and distributed between Mixed Waste and LLRW Closure.
Assumptions and additional detail are noted in the "Environmental Monitoring Costs" sheet.
Costs for 2 years of decommissioning and 6 months post decommissioning
HP Support Number Rate
Radiation Safety Officer (RSO)24 months decommissioning 4160 hrs 1 $89.75
Assistant RSO 6 months Close Out 1040 hrs 1 $89.75
Senior RHP Technician 30 months total 5200 hrs 1 $81.00
HP Technicians 30 months total 5200 hrs 6 $61.00
Total Site HP Support Costs =1,395,550.00$
HP PPE
Units/Yr Cost/Item
624 120.00$ 780 11.00$ 156 85.60$
30 185.00$
60 55.00$
Total Annual PPE Cost =x 2 yrs =105,663.60$
2020 1,501,213.60$
2021 Inflation Factor (4.200%):1.04200 2021 1,564,264.57$
2022 Inflation Factor (7.00%):1.07000 2022 1,673,763.09$
2023 Inflation Factor (3.700%):1.03700 2023 1,735,692.33$
2024 Inflation Factor (2.500%):1.02500 2024 1,779,084.63$ 204 DISPOSAL VOLUMES AND LINER CONSTRUCTIONThis item includes construction of the liner. The liner design is assumed to be consistent with plan drawings
in the Radioactive Material License.
The assumed maximum quantities of stored waste and waste from site reclamation should
bring the embankments up to final grade in preparation for construction of the final cover;
no clean fill will be needed to mix with debris or added to achieve the final grade. If the
maximum quantities of waste are not on site, and clean fill is needed, the costs associated
with disposal of the assumed maximum waste volume would more than account for the
excavation of clean fill and reclamation of the clean fill areas.
The liner area funded is based on the additional area needed to construct the conceptual
Class A West premature closure embankment.
The amount of liner required is evaluated and adjusted
300
PPE ItemTyvex Suits (25/case)Gloves (100/box)
Booties (100/box)
Respirators
Dosimetry (TLD)
8,580.00$
3,300.00$
Annual Cost
373,360.00$
93,340.00$
421,200.00$
1,903,200.00$
2,791,100.00$
Total/Yr ($)74,880.00$
13,353.60$
5,550.00$
211,327.20$ 105,663.60$
30 cy per load
loads22 114.88$ 2,527.42$
ON SITE OPEN AREA
HEALTH PHYSICS STAFF AND RADIATION SURVEY EQUIPMENT
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
3521
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A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
annually as part of the engineering premature closure analysis.
VOLUMES OF PREVIOUS SECTIONS DETERMINED FOR DISPOSAL
SUMMARY OF DEBRIS VOLUMES FOR DISPOSAL (cy)
Operations Building =3,649.11 cy
Rollover =66.10 cy
Rollover Enclosure =0.00 cy
Container Storage Pad and Evaporation Ponds =4,120.86 cy
East Truck Unloading Facility =11,363.89 cy
LLRW Maintenance Bay Inside Restricted Area =50.00 cy
LLRW Maintenance Shop =2,600.06 cy
Rail Wash Track No. 2 =0.00 cy
Rail Wash Facility on Track No. 4 =586.47 cy
Intermodal Unloading Facility =7,401.06 cy
Clean Transfer Area =548.15 cy
Guard Shacks =133.33 cy
Placement of stored waste (debris)=21,250.00 cy
Placement of overbuilt debris in Class A =0.00 cy
Decontamination Access Control Building =946.94 cy
Intermodal Container Wash Building =3,440.17 cy
Shredder Facility =8,110.78 cy
Rotary Dump Facility =10,435.63 cy
East Side Rotary Facility 29,512.45 cy
East Side Drainage System =217.08 cy
Air Monitoring Station Upgrades =9.23 cy
LLRW Operations Building =40.00 cy
SRS DU Storage Building =1,219.87 cy
Haul Roads from the Class A Embankment to the area around the LLRW Maintenance shop and Bay =2,715.30 cy
Roads from the rollover to south side of the 97 pond, area between tracks 2 and 3, and area around IUF =4,952.54 cy
Roads south of the 97 pond, site access roads along the south and north borders of Section 32 =2,743.35 cy
Rail Track and Railroad Beds within the Restricted Area =5,118.11 cy
Temporary Storage Tanks =5.92 cy
Disposal of Equipment (non-CLSM only)=663.45 cy
On Site Open Area =1,244.15 cy
Cell Closure Fencing =23.71 cy
Demolished Equipment (From Section 201):=662.57 cy
MW Tank Items Added:=0.00 cy
6k cy in containers =6,000.00 cy
53,125 cy in stockpiles =53,125.00 cy
Cyclone fence debris from Line 4099 =324.96 cy
Section 29 Rail and Building Foundation (Section 107)=4,956.50 cy
TOTAL DEBRIS GENERATED BY SITE CLOSURE =188,236.74 cy
TOTAL DEBRIS FOR DISPOSAL WITH CLSM GENERATED BY SITE CLOSURE
Stockpiled Waste for CLSM Disposal =22,000.00 cy
Shredder Facility Debris for CLSM Disposal =0.00 cy
Total Debris for CLSM Disposal =22,000.00 cy
SUMMARY OF SOIL VOLUMES GENERATED BY SITE CLOSURE
Operations Building =932.92 cy
Operations Building Excavation =1,668.52 cy
Rollover =0.00 cy
Rollover Excavation =66.10 cy
Rollover Enclosure =405.31 cy
Container Storage Pad and Evaporation Ponds =0.00 cy
Container Storage Pad and Evaporation Pond Excavation =2,490.56 cy
Equipment Pad North of the 1997 Evaporation Pond =6,370.37 cy
East Truck Unloading Facility =7,506.83 cy
Remaining Concrete from Rail Wash Facility on Track No. 2 =0.00 cy
Rail Wash Facility on Track No. 2 Excavation =40.74 cy
Intermodal Unloading Facility =4,860.19 cy
Clean Transfer Area =0.00 cy
Placement of Stored Waste (Maximum)=31,875.00 cy
Placement of overbuilt soil material in Class A =2,829.00 cy
Decontamination Access Control Building =1,005.89 cy
Intermodal Container Wash Building =1,721.30 cy
Shredder Facility =0.00 cy
Rotary Dump Facility =1,034.44 cy
East Side Rotary Facility =939.91 cy
East Side Drainage System =364.99 cy
LLRW Operations Building =789.25 cy
SRS DU Storage Building =694.44 cy
Haul Roads from the Class A Embankment to the area around the LLRW Maintenance shop and Bay =12,218.83 cy
Roads from the rollover to south side of the 97 pond, area between tracks 2 and 3, and area around IUF =22,286.44 cy
Roads south of the 97 pond, site access roads along the south and north borders of Section 32 =12,345.06 cy
Haul Roads (Large Component and CWF) Around Class A West =10,335.17 cy
Rail Track within the Restricted Area =1,710.52 cy
On Site Open Area Excavation =7,407.41 cy
10kCY in Rail Cars 10,000.00 cy
TOTAL SOIL FOR DISPOSAL GENERATED BY SITE CLOSURE =141,899.19 cy
A borrow source for soil to meet debris placement criteria is the land directly south of Section 32,
owned by EnergySolutions. However, this soil may not be needed as the volume of debris summarized above
represents 1:1 placement criteria. If debris volume is less than soil volume, no additional fill is needed.
Debris Volume 188,237 cy =188,236.74 cy
Soil Volume 141,899 cy =141,899.19 cy
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
3609
3610
3611
3612
3613
3614
3615
36163617
3618
3619
3620
3621
3622
3623
3624
3625
3626
3627
3628
3629
3630
3631
3632
3633
3634
3635
3636
3637
3638
3639
3640
3641
3642
3643
3644
3645
3646
3647
3648
3649
3650
3651
3652
3653
3654
36553656
3657
3658
3659
3660
3661
3662
3663
3664
3665
3666
3667
3668
3669
3670
3671
3672
3673
3674
3675
3676
3677
3678
3679
3680
3681
3682
3683
3684
3685
3686
3687
3688
3689
3690
3691
3692
3693
3694
3695
3696
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
No Fill Needed as debris volume is less than soil volume
If the surety is utilized to close the Embankments, the Embankment Footprint will be less than or equal
to 3,650,000 sf of open embankment with the active waste placement operations.
Assumptions
Closure Volume for Debris =188,236.74 cy
Closure Volume for Debris with CLSM =22,000 cy x 1.87 =41,140.00 cy
Closure Volume for Soil (less overbuild soil)=141,899 cy -2,829 cy =139,070.19 cy
Closure Volume for Overbuild =84,086.00 cy
Total Closure Volume =452,532.93 cy
Changes to the design would be required if the embankment closed prior to being filled completely. It seems reasonable that this
area would cover all waste to be placed. The maximum waste volume not already placed is equal to this value (from above volumes):368,446.93 cy
Reserve Embankment Capacity Required 452,533 cy +0 cy MW =452,532.93 cy 12,218,389 cf
(Closure volumes (Debris, Debris for disposal with CLSM, soil, and waste overbuild volume))305,460 sf
Current Mixed Waste Surety has all debris disposed at Mixed Waste (none to the LLRW Facility)
Open Embankment Limitation =3,650,000.00 sf
This includes areas for the construction of sideslopes.
Prior to cover construction, materials within any areas of overbuild will be removed and placed within the embankment. The volume
consists mainly of waste, temporary cover, and haul road materials. The volume of overbuild is calculated using Aerial Survey, Topography, and AutoCad by EnergySolutions.
The overbuild calculation will be reviewed as part of each annual surety review.
Overbuilt soil or soil-like material 2,829 cy
Overbuilt debris requiring fill 0 cy
Overbuilt waste (including CQA waste)81,257 cy
Total volume of overbuild 84,086 cy =84,086.00 cy 2.44$ 205,178.98$
LINER
Based on the current footprint of completed liner in the Class A West embankment and a conceptual
premature closure design, the amount of clay liner to be constructed is as follows.
Assume that 8 ft of excavation to design depth is used as fill and clay source for liner/radon barrier; thus
minimal haul distance. Assume 11% is overburden.
Liner Volume 0 sf +0 sf +0 sf x 3 ft =0.00 cy 2.41$ -$
(includes an additional 1 ft thickness for liner protective cover)
Liner Area 0 sf +0 sf +0 sf =0.00 sf
(Additional liner from premature closure plan 2013 calculated from AutoCad by EnergySolutions)
Remove Overburden 0 sf x 3 ft =0.00 cy
Remove Overburden 0 cy x 0.11 =0.00 cy 2.44$ -$
2020 205,178.98$
2021 Inflation Factor (4.200%):1.04200 2021 213,796.49$
2022 Inflation Factor (7.00%):1.07000 2022 228,762.25$
2023 Inflation Factor (3.700%):1.03700 2023 237,226.45$
2024 Inflation Factor (2.500%):1.02500 2024 243,157.11$ 205 SETTLEMENT MONITORING
Assumptions
Temporary settlement monuments will already be installed in areas where the waste is placed to full design height.
Temporary cover will be placed on area with uncovered waste and will consist of debris-free native soil
Credit is applied for areas with completed temporary cover
Clean native fill will be required to close the embankments per the Premature Designs--no credit for future waste disposal.
Clean Fill Material (Similar to Grade Restoration Backfill) to Construct Premature Closure Embankments to Design Grades
Required Fill Material 1,048,235.00 cy
Subtract Final Drainage Ditch Excavation Material -23,272.59 cy
Total Fill Material 1,024,962.41 cy 2.41$ 2,475,194.84$
Temporary Cover Volume
Premature Class A 3,447,360 sf x 1 ft =127,680.00 cy
Premature Class A North 1,986,129 sf x 1 ft =73,560.33 cy
Total Native Soil Volume 201,240.33 cy
Credit for approved CAW Temp Cover & Final Cover (Radon Barrier)
2,483,449 sf x 1 ft =91,979.59 cy
Total Temporary Cover 201,240 cy -91,980 cy =109,260.74 cy 2.44$ 266,608.08$
Remove Overburden 109,261 cy x 0.11 =12,018.68 cy 2.44$ 29,326.89$
Temporary settlement monuments will be installed and monitored for one year prior to cover construction.
Assume that surcharging will be required if settlement data is not acceptable for final cover construction.
2 locations were provided in Figures 2 and 6 of the LLRW and 11e.(2) CQA/QC Manual.
Monuments Required for Class A and Class A North (premature designs)=150.00 ea
All temporary settlement monuments will be surveyed six times.
Surveying will be provided by differential GPS using an existing site system, and using a one person crew.
The analysis of settlement data for the temporary cover will be performed twice per year.
Performance of embankment surveys
Estimated cost for a surveyor per day
2 ten-hour days per quarter (One Surveyor)2 days x 6 surveys =12.00 days 1,106.31$ 13,275.72$
Purchase of temporary monuments =150 Ea 30.00$ 4,500.00$
Placement of monuments included as incidental cost of temporary cover placement
Bi-annual engineering review (based on 24 hours)2 events 24 hr/event =48.00 hr 174.00$ 8,352.00$
DISPOSAL VOLUMES AND LINER CONSTRUCTION
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
3697
3698
3699
3700
3701
3702
3703
3704
3705
3706
37073708
3709
3710
3711
3712
3713
3714
3715
3716
3717
3718
3719
3720
3721
3722
3723
3724
3725
37263727
3728
3729
3730
3731
3732
3733
3734
3735
3736
3737
3738
3739
3740
3741
3742
3743
3744
3745
3746
3747
3748
3749
3750
3751
3752
3753
3754
3755
3756
3757
3758
3759
3760
3761
3762
3763
3764
3765
3766
3767
3768
3769
3770
3771
3772
3773
3774
3775
3776
3777
3778
3779
3780
3781
3782
3783
3784
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Rate for an independent engineer is $174/hr
Assume that temporary cover is placed immediately after completion of waste placement and that settlement
monitoring begins immediately. Assume preparation and stockpiling of cover clay and rock materials during
one year of monitoring keeps the construction contractor occupied, reducing the scope of multiple mobilizations.
Assume a supplemental mobilization event to relocate surcharged material and complete final cover construction.
2020 2,797,257.53$
2021 Inflation Factor (4.200%):1.04200 2021 2,914,742.35$
2022 Inflation Factor (7.00%):1.07000 2022 3,118,774.31$
2023 Inflation Factor (3.700%):1.03700 2023 3,234,168.96$
2024 Inflation Factor (2.500%):1.02500 2024 3,315,023.18$ 207 COVER CONSTRUCTIONThis item includes the construction of the final cover, roads around the embankments, drainage
structures around the embankments, and permanent fencing. The final cover design is
assumed to be consistent with approved plan drawings listed in Groundwater Quality Discharge Permit UGW450005.
Reclamation of the pits, used for erosion barrier and filter material, is covered under a bond with the BLM.
The final cover area funded is based on the area listed in the premature closure plan.
This includes cover that extends past the edges of the waste that is needed to meet the design slopes.
At the time of closure a temporary cover will be placed. Upon completion of settlement monitoring
and surcharging, the remainder of the cover will be placed. Costs for placement of Temporary Cover
are accounted for within Item 205. A conceptual embankment design is shown below. All cover calculations
are based on this drawing. The costs reflect use of an approved Rock Armor Cover.
Refer to Figures 7A & 7B in the 2024 Engineering Analysis
for premature closure design and cover information.
CWF Temporary Cover Placement
Assume that area is based on first tier square footage.
Intermediate Sand Fill is a flowable sand material. Backfill is a soil material (native clay satisfies the specification)
Intermediate Sand Fill
Area (2010 CWF) with at least 1 ft in place.0 sf x 1 ft th =0.00 cy
Area (2005 CWF) with at least 1 ft in place.0 sf x 1 ft th =0.00 cy
Area (2016 CWF), assumes 1 ft needed.196,641 sf x 1 ft th =7,283.00 cy
Total Sand Fill 0 cy +0 cy +7,283 cy =7,283.00 cy 4.66$ 33,914.86$
Backfill cover 0 sf +0 sf +196,641 sf x 1 ft th =7,283.00 cy 4.66$ 33,914.86$
Remove Overburden 7,283 cy x 0.11 =801.13 cy 4.66$ 3,730.63$
Assume uniform cover design; construct cover (to the ditch centerline) in accordance with the premature closure plan; 11% of mined volume is overburden.
Note that open cell area limitation during operations will not be exceeded in accordance with the Radioactive Material License.
Radon Barrier 5E-08
Radon Barrier Volume 5,643,412 sf x 1 ft =209,015.26 cy 4.66$ 973,324.54$
Completed Radon Barrier Volume (Final Cover)2,328,369 sf x 1 ft =86,235.89 cy (4.66)$ (401,575.98)$
Radon Barrier Stockpiled (Credit)497.00 cy (4.70)$ (2,338.09)$
Remove Overburden 122,282 cy x 0.11 =13,451.06 cy 4.66$ 62,637.76$
Deflocculant Addition & Blending (developed an approved placement test pad that does not require deflocculant in 2022)
Applied at a rate of 3.5 lbs STPP per 50 cf radon barrier clay.122,282 cy
3,301,624 cf x 0 =- lbs 3.05$ -$
Mix and Place (conservatively use unburdened soil placement unit cost)=122,282.37 cy 4.70$ 575,265.30$
Radon Barrier 1E-06
Radon Barrier Volume 5,643,412 sf x 1 ft =209,015.26 cy 4.66$ 973,324.54$
Completed Radon Barrier Volume (Final Cover)2,354,233 sf x 1 ft =87,193.81 cy (4.66)$ (406,036.76)$
Radon Barrier Stockpiled (Credit)2,311.00 cy (4.70)$ (10,871.87)$
Remove Overburden 119,510 cy x 0.11 =13,146.15 cy 4.66$ 61,217.87$
Erosion Barrier
Assume 1.25 cy excavation per cy product (riprap + filter) => Excavation Factor of 2.084
Filter zone material cost is covered by this excavation and screening
Net thickness is 1 ft compared to 2 ft of riprap.
Erosion Barrier Volume
Premature Class A Embankment (CAW Cover Design)3,610,616 sf x 2 ft =267,453.04 cy
Completed Erosion Barrier Volume (Final Cover)2,236,676 sf x 2 ft =165,679.70 cy
Erosion Barrier Volume to Complete 267,453 cy -165,679.70 cy/cy =101,773.33 cy
Excavation (includes Filter Zone material)101,773 cy x 2.084 cy/cy =212,095.63 cy 4.66$ 987,668.93$
Purchase of rock armor material from BLM Site near Clive Complex =212,095.63 cy 0.60$ 127,257.38$
Premature Class A North Embankment 2,118,529 sf x 1.5 ft =117,696.06 cy
Excavation (includes Filter Zone material)117,696.06 cy x 2.084 cy/cy =245,278.58 cy 4.66$ 1,142,192.49$
Purchase of rock armor material from BLM Site near Clive Complex =245,278.58 cy 0.60$ 147,167.15$
Screening Plant (for Erosion Barrier and Filter Zone material processing)
Screen cost per CY =457,374.21 cy 1.83$ 837,470.14$
Erosion Barrier Placement: Assume 1.6 tons/cy 385,149 cy x 1.6 tons/cy =616,238.55 tons incl incl
Sacrificial Soil:
Sacrificial soil Volume 5,643,412 sf x 1 ft =209,015.26 cy
Completed Sacraficial soil Volume (Final Cover)2,236,676 sf x 1 ft =82,839.85 cy
Sacrificial soil Volume to Complete 209,015 cy -82,839.85 cy =126,175.41 cy 4.66$ 587,562.94$
Remove Overburden 126,175 cy x 0.11 =13,879.29 cy incl incl
Filter Zone (excavation and processing included with Erosion Barrier)
SETTLEMENT MONITORING
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
3785
3786
3787
3788
3789
3790
3791
3792
3793
3794
3795
3796
3797
3798
3799
3800
3801
3802
3803
3804
3805
38063807
3808
3809
3810
3811
3812
3813
3814
3815
3816
3817
3818
3819
3820
3821
3822
3823
3824
3825
3826
3827
3828
3829
3830
3831
3832
3833
3834
3835
3836
3837
3838
3839
3840
3841
3842
3843
3844
3845
3846
3847
3848
3849
3850
3851
3852
3853
3854
3855
3856
3857
3858
3859
38603861
3862
3863
3864
3865
3866
3867
3868
3869
3870
3871
3872
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Filter Zone Volume 3,406,736 sf x 1 ft =126,175.41 cy incl incl
ROAD AROUND EMBANKMENT
Length of roads calculated from Figure 3A using AutoCAD by EnergySolutions
Width of area for grading (road prep) calculated using AutoCad by EnergySolutions
Average width of road calculated using AutoCad by EnergySolutions
Existing inspection road length =11,240.00 lf
Inspection road length to be constructed =5,464.00 lf
Grading Area 5464 lf x 18 ft w =10,928.00 sy
Roadbase 5464 lf 15 ft w x 1 ft =3,035.56 cy 4.66$ 14,135.72$
DRAINAGE
Grading around Premature Class A Embankment
Length =3,451.00 ft
Area 3,451 ft x 24 ft =9,202.67 sy
Grading around Premature Class A North Embankment
Length =5,045.00 ft
Area 5,045 ft x 24 ft =13,453.33 sy
Assume embankment erosion barrier installation includes excavation and erosion barrier placement to the centerline of the drainage ditch.
Need to excavate and construct outer side of perimeter ditch only. Refer to permit drawings 9821-03 and 04080-C03 for ditch cross section.
LARW drainage ditch completed October 2005; assume for the construction of ditches around and the premature closure of the Class A West cell.
Assume credit for preliminary excavation performed around embankment perimeter within section for On Site Open Area.
Excavation
Cross Section Area 0.5 x 6.5 ft x 30 ft =97.50 sf
Perimeter Length (Premature Class A West + Class A North)3,451 ft +5,045 ft =8,496.00 ft
Excavation Volume (ditch)98 sf x 8,496 ft =30,680.00 cy Incl.Incl.
Assume credit for excavated sections in On Site Open Area =7,407.41 cy Incl.Incl.
Total Excavation Volume (Can be used as clean fill within the premature embankments)=23,272.59 cy 4.66$ 108,373.84$
The embankment side of the ditch is covered with the 4 layers (3.5 ft thick) of erosion protection and are included in the final cover section above.
The outer side of the drainage ditch is covered with 18" of erosion protection; 12" of Riprap over 6" of Type A Filter.
The length is obtained from the Perimeter Length (Class A West) calculated above, which are obtained from Figure 7. The width (20 ft) is obtained
from the ditch cross sections in the permit drawing 04080-C03 (Class A West) and is the dimension from the centerline of the ditch
to the outer rim of the ditch as shown on the drawings.
Erosion Protection Volume 1 ft x 20 ft x 8,496 ft =6,293.33 cy 4.66$ 29,306.26$
Erosion Protection Excavation (quarry)6,293 cy x 0 =6,293.33 cy
Purchase of rock armor material from BLM Site near Clive Complex =6,293.33 cy 0.60$ 3,776.00$
Placement: Assume 1.6 tons/cy 1.6 t/cy x 6,293 cy =10,069.33 tons Incl.
Screening Plant: Assume 280 cy/hr 28 hrs = 4 days
Filter zone excavation (quarry), screening and material included in erosion protection
Filter Zone Volume Placement 0.5 ft x 20 ft x 8,496 ft =3,146.67 cy 4.66$ 14,653.13$
TOTAL ROCK/SOIL BORROW FOR COVER EROSION LAYERS =132,468.74 cy Incl.Incl.
FENCES
Fencing will be placed using new, purchased fence materials.
Some fencing will be disposed as shown below due to use in areas where contamination from site activities is likely.
Figure 3A shows the fencing that will be required at the time of closure.
Lengths were calculated using AutoCAD by EnergySolutions
Removal of Unnecessary Fence as shown in Figure 3A and calculated in the 2024 Engineering Analysis
Debris estimated from rolled sections at 1 cf per 10 feet =6,401.00 lf
6,401 div 10 cf =23.71 cy 1 loads 293.55$ 293.55$
Construction of new fence as shown in Figure 3A and calculated in the 2024 Engineering Analysis
=12,169.00 lf 29.57$ 359,807.31$
SIGNS
Assume installation of 1 sign every 100 feet on all fencing
=12,169.00 ft
12,169 ft =123.00 ea 60.93$ 7,494.15$
1 sf per sign =123.00 sf
MONUMENTS
Assume 1 monument for each completed embankment (includes cost for monument and installation)=3.00 ea 278.80$ 836.40$
LARW Embankment
Class A
Class A North
2020 6,264,503.05$
2021 Inflation Factor (4.200%):1.04200 2021 6,527,612.18$
2022 Inflation Factor (7.00%):1.07000 2022 6,984,545.03$
2023 Inflation Factor (3.700%):1.03700 2023 7,242,973.20$
2024 Inflation Factor (2.500%):1.02500 2024 7,424,047.53$ 208 GENERAL CLOSURE OF SECTIONThis item includes non-contaminated closure elements not covered under previous items,
such as the removal of fencing, revegetation, grading of the Surety area to promote drainage,
and general activities to prepare the section for final closure. Existing roads outside of the
REMOVE FENCING
Remove fence around Restricted Area, from Administration Building - to NE Section Corner - to Mixed Waste - along the north of CAN 30 cy per load
Fencing fabric will be salvaged for placement of permanent fencing listed in Section 207 324.96 cy of debris/work 11 loads 293.55$ 3,229.04$
3,300 lf +1,500 lf +2,400 lf +9,000 lf ++1,355 lf =17,555.00 lf
controlled area will be left in place to facilitate future access to the site.
30 cy per load
COVER CONSTRUCTION
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
3873
3874
3875
3876
3877
3878
3879
3880
38813882
3883
3884
38853886
3887
3888
3889
3890
3891
3892
3893
3894
3895
3896
3897
38983899
3900
3901
39023903
3904
3905
3906
39073908
39093910
3911
3912
39133914
3915
3916
3917
3918
3919
39203921
3922
3923
3924
3925
3926
3927
3928
3929
3930
3931
3932
3933
3934
3935
3936
3937
3938
3939
3940
3941
3942
3943
3944
3945
3946
3947
3948
3949
3950
3951
3952
3953
3954
39553956
39573958
3959
3960
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
REVEGETATION
Total Area within Section 32 less the embankments
=26,001,606.00 sf
Areas subtracted from this area include:
Vitro (based on property limits)=4,697,299.00 sf
Class A West Embankment =5,001,162.00 sf
LARW Embankment =2,771,956.00 sf
11e.(2) Embankment =4,883,989.00 sf
MW Embankment =1,594,765.00 sf
Undisturbed area east of Box Wash Facility =30,408.00 sf
Subtotal of areas to be subtracted =18,979,579.00 sf
Total Area for Revegetation =7,022,027.00 sf 0.13$ 899,040.17$
M.S.F.=7,022.03 M.S.F.
Removal of Signs =16.00 hrs 39.13$ 626.08$
RESTORATION OF GRADE FOR EXCAVATED AREAS
Fill in excavated areas with material from Section 5
Assume the following Areas Calculated using AutoCAD by EnergySolutions:
Class A North-West =9,088.00 sy
Class A North-East =933.00 sy
Total Area =10,021.00 sy
Assume the following volumes of backfill required per the 2024 Engineering Analysis (see Figure 4A):
Class A North-West 81,793 ft2 x 7 ft deep =572,551 cf =21,206 cy
Class A North-East 8,393 ft2 x 9 ft deep =75,537 cf =2,798 cy
Total Volume of Backfill =24,003 cy 4.70$ 112,920.96$
SECTION 5 BORROW AREA DRAINAGE
Item covered under "EXCAVATED LAND (BORROW PITS) - Sections 5 and 29"
See tab for "Unrestricted Areas" - Line 122 2020 1,015,816.25$
2021 Inflation Factor (4.200%):1.04200 2021 1,058,480.53$
2022 Inflation Factor (7.00%):1.07000 2022 1,132,574.17$
2023 Inflation Factor (3.700%):1.03700 2023 1,174,479.41$
2024 Inflation Factor (2.500%):1.02500 2024 1,203,841.40$ 209 GENERAL CLEANUPThis item includes cleanup elements not covered under previous items. This Surety item
includes general cleanup of the site, and the decontamination of equipment used during the
HAUL TO LANDFILL
Debris Loading - assumed volume not covered previously =50.00 cy 1.25 loads 694.37$ 867.96$
Haul (assume 100 miles round trip; $500 per trip)2 loads (rounded)525.00$ 1,050.00$
Disposal Tip Fee (assume 1.5 ton/cy; typical solid waste tipping fee $22/ton)=75.00 ton 18.00$ 1,350.00$
DECONTAMINATION OF VARIOUS ITEMS
Note: Equipment quantities derived from Current Inventory.
Locomotives Assume 5 Days x 4 People x 10 hrs/day =200.00 hrs 80.00$ 16,000.00$
(Decon)2 People
2 Quantity
Railcars
The maximum number of railcars on-site that requires off-loading is:267
Manhours for dumping of railcars
Based on 6 hrs of operating time per day
15 minutes per railcar
24 Railcars per day
267 Div 24 11.13 Days
Locomotive Operator/Switchman 11 Days 178 hr =178.00 hr 50.48$ 8,985.44$
2 each
Laborers 11 Days 178 hr =178.00 hr 39.13$ 6,965.14$
2 each
Foreman 11 Days 89 hr =89.00 hr 86.05$ 7,658.39$
1 each
Loader Operator 11 Days 89 hr =89.00 hr 78.22$ 6,961.58$
1 each
Startup and Maintenance Costs for the Rotary Dump Facility:
Based on Actual Costs
Start up of rollover after a year shut down Materials Manhours
1. Replace and flush hydraulic fluid (10- 55 gal drums) 6,718.10$ 10
2. Check out hydraulic system for leaks and function -$ 10
3. Replace Hydraulic Pump if needed 3,000.00$ 8
4. Replacement of all hydraulic hoses if needed 2,500.00$ 20
5. Reseal hydraulic cylinders if needed 1,000.00$ 20
6. Check out and grease Trunnion and Platen bearings -$ 5
7. Check out Platen locks, wedges and stops -$ 5
8. Check and grease drive system change gear box oil 345.00$ 5
9. Check control system and limit switches for function, adjust as needed -$ 4
10. Check and tighten all bolts on rollover end rings, drive system and platen -$ 10
11. Replace air filters (2 @ $200 ea.)400.00$ 1
Totals 13,963.10$ 98 =98 hr 39.13$ 17,797.84$
Decontamination of Railcars
Assume railcars will be demolished as miscellaneous equipment and run through shredder
Specifications for BNSF 100 ton Open Top Hopper car shows net weight at: 61,800 lbs
decommissioning of the site.
GENERAL CLOSURE OF SECTION
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
3961
3962
3963
3964
3965
3966
3967
39683969
3970
39713972
3973
3974
3975
3976
3977
3978
3979
3980
3981
39823983
3984
3985
3986
3987
3988
3989
3990
3991
3992
3993
3994
3995
3996
39973998
3999
4000
4001
4002
4003
4004
4005
4006
4007
4008
4009
4010
4011
4012
4013
4014
4015
4016
40174018
4019
4020
4021
4022
4023
4024
4025
4026
4027
4028
4029
4030
4031
4032
4033
4034
4035
4036403740384039
4040
4041
40424043
40444045404640474048
4049
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
No. of rail cars:134 railcars
Weight of railcars:8,281,200 pounds 2 cy per unit
Volume of debris from railcars (13,365 pounds steel per CY, plus 10% bulk factor)682 cy 340.79 units 351.96$ 119,944.61$
Startup and Maintenance Costs for the Track No. 4 Railwash Facility:Materials Manhours
Based on Actual Costs
1. Rebuild 5,000 PSI Pump (parts and labor for 4 pumps)728.00$ 12
2. Replace hoses (4@ 100 ft)552.00$ 2
3. Replace wands (4 each)60.00$ 1
4. Replace valve kits (4 each)260.00$ 2
Totals 1,600.00$ 17 39.13$ 2,265.21$
Decontamination of Various Other Containers That Maybe at the Site During Closure
2 Laborers
40 Hours 80.00 hr 80.00$ 6,400.00$
Assumption that evaporation pond wells will require abandonment by a third party contractor.
Number of wells 7 Each 745.79$ 5,220.53$
2020 201,466.70$
2021 Inflation Factor (4.200%):1.04200 2021 209,928.30$
2022 Inflation Factor (7.00%):1.07000 2022 224,623.28$
2023 Inflation Factor (3.700%):1.03700 2023 232,934.34$
2024 Inflation Factor (2.500%):1.02500 2024 238,757.70$ 210 STOCKPILES OF CLOSURE ASSETSEnergySolutions is taking credit of cover material stockpiled on Section 5.
(All credits include the $0.60/cy already paid to the BLM)
Cover Material (Rock) Borrow, purchased, mined, hauled and stockpiled on Section 5 82,677 cy (3.04)$ (251,347.06)$
Type A Riprap Processed & Stockpiled in Section 5 (Credit for screening included)8,638 cy (4.87)$ (42,076.98)$
Type B Riprap Processed & Stockpiled in Section 5 (Credit for screening included)13,165 cy (4.87)$ (64,128.66)$
Type A Filter Processed & Stockpiled in Section 5 (Credit for screening included)153 cy (4.87)$ (745.29)$
Type B Filter Processed & Stockpiled in Section 5 (Credit for screening included)10,618 cy (4.87)$ (51,721.85)$
Sacrificial Soil Processed & Stockpiled in Section 5 (Credit for screening included)1,041 cy (4.87)$ (5,070.87)$
2020 (415,090.70)$
2021 Inflation Factor (4.200%):1.04200 2021 (432,524.51)$
2022 Inflation Factor (7.00%):1.07000 2022 (462,801.23)$
2023 Inflation Factor (3.700%):1.03700 2023 (479,924.87)$
2024 Inflation Factor (2.500%):1.02500 2024 (491,922.99)$ 211 INITIAL MOBILIZATION FOR SECURITY, SURVEY, AND SETTLEMENT MONITORINGPre-mobilization Site Security calculated at one security guard 24 hours a day/seven days a week for a period of 6 months
24 hr x 7 days x 26 wk =4,368.00 hr 26.00$ 113,568.00$
Site Security calculated at one security guard 24 hours a day/seven days a week for a period of 18 months
24 hr x 7 days x 78 wk =13,104.00 hr 26.00$ 340,704.00$
Initial Aerial Survey to provide As-Found information for closure of the site =1.00 each 21,000.00$ 21,000.00$
Cost based on aerial survey cost in 2020. Includes topographic survey with LIDAR and orthographic site aerial photo.
Performance of embankment surveys (GPS)
12 ten-hour days per quarter (One Surveyor)12 dayx 10 hr x 6 qtr =720.00 hr 59.66$ 42,956.17$
Bi-annual Engineering Review
The analysis of settlement data for the temporary cover will be performed twice per year.
3 events =3.00 each 174.00$ 522.00$
Bi-annual engineering review (based on 24 hours)
2020 518,750.17$
2021 Inflation Factor (4.200%):1.04200 2021 540,537.68$
2022 Inflation Factor (7.00%):1.07000 2022 578,375.32$
2023 Inflation Factor (3.700%):1.03700 2023 599,775.20$
2024 Inflation Factor (2.500%):1.02500 2024 614,769.58$ 215 POTENTIAL GROUNDWATER REMEDIATION SYSTEM (IF NEEDED)Costs are based on the following (per Geosyntec experience):
Assume 1/3 of water treatment facility costs are allocated to LLRW, MW and 11e2, as all water will be treated at one system
Assume 16.9 million gallons to be treated using mid- to large-scale treatment system installed at facility =$750,000 LS ÷ 3 $750,000 $250,000
Wells to be installed in a pump and treat system.
5 wells =5 ea ÷ 3 5,989.48$ 9,982.47$
Costs to monitor the five wells quarterly are based upon a 4 year time frame.4 events per year x 4 years =16 events ÷ 3 2,100.00$ 11,200.00$
The treatment well system will be required to be plugged and abandoned
Number of drill holes to be plugged:
It is assumed that Bentonite will be used to plug Groundwater wells
5 wellx 40 lf deep =200 lf ÷ 3 37.86$ 2,524.21$
2020 273,706.68$
2021 Inflation Factor (4.200%):1.04200 2021 285,202.36$
2022 Inflation Factor (7.00%):1.07000 2022 305,166.53$
2023 Inflation Factor (3.700%):1.03700 2023 316,457.69$
2024 Inflation Factor (2.500%):1.02500 2024 324,369.13$ 216 HYDROCARBON PLUME WELL INSTALLATION AND MONITORING
Addition of Monitoring Wells for Hydrocarbon monitoring (LLRW)6 wells 6 wells x $12,500 per well $75,000 $75,000
Costs to monitor the six wells quarterly are based on a 4 year time frame.4 events per year x 4 years =16 events 2,100.00$ 33,600.00$
Analytical Costs (TPH DRO $45, TPH GRO $45, BTEXN/MTBE $55 = $145 Per Well)6 wells x 4 years =13,920 Total 13,920.00$ 13,920.00$
Number of drill holes to be plugged:It is assumed that Bentonite will be used to plug Groundwater wells 6 wellx 40 lf deep =240 lf 37.86$ 9,087.17$
2020 $131,6072021 Inflation Factor (4.200%):1.04200 2021 137,134.67$ 2022 Inflation Factor (7.00%):1.07000 2022 146,734.09$
Costs divided by 3 between LLRW, MRW, 11e2
HYDROCARBON PLUME WELL INSTALLATION AND MONITORING
GENERAL CLEANUP
INITIAL MOBILIZATION FOR SECURITY, SURVEY, AND SETTLEMENT MONITORING
POTENTIAL GROUNDWATER REMEDIATION SYSTEM (IF NEEDED)
STOCKPILES OF CLOSURE ASSETS
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
40504051
40524053
4054
4055
4056
40574058405940604061
406240634064406540664067
4068
4069
40704071
4072
4073
40744075
4076
40774078
4079
4080
40814082
4083
4084
40854086
4087
4088
40894090
4091
4092
40934094
4095
4096
4097
4098
4099
41004101
4102
41034104
4105
4106
4107
4108
4109
4110
4111
4112
4113
4114
4115
4116
4117
4118
4119
4120
4121
4122
4123
4124
4125
4126
4127
4128
4129
4130
4131
4132
4133
4134
4135
4136
4137
4138
4139
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
2023 Inflation Factor (3.700%):1.03700 2023 152,163.25$ 2024 Inflation Factor (2.500%):1.02500 2024 155,967.34$ 217 CLOSURE DRAINAGE DITCH FROM SOUTH WEST CORNER TO DISCHARGE IN SECTION 31
Ditch Earthwork- 2500 LF Trapazoidal Ditch with 20 ft Wide Bottom, 3:1 Sides, 3 ft Depth. Discharge Point will be Approximately 2040 ft West and 1090 ft North of the SW Corner of Section 32.
Excavation 8,056 CY x $6.75 =$54,378.00 $54,378.00 $54,378.00
Grading and Compacting 10,556 SY x $1.21 =$12,772.76 $12,772.76 $12,772.76Finish Grading 10,556 SY x $0.40 =$5,277.78 $5,277.78 $5,277.78Culverts- 4, 3 ft Diameter Class IV Concrete Culverts for a 60 ft Road Crossing 240 LF x $264.20 =$63,408.00 $63,408.00 $63,408.00Excavation213CYx$7.00 =$1,491.00 $1,491.00 $1,491.00Bedding53CYx$32.00 =$1,696.00 1,696.00$ 1,696.00$ Backfill and Compaction 160 CY x $8.00 =$1,280.00 1,280.00$ 1,280.00$ *contingency included in section 302 2020 $137,3282021 Inflation Factor (4.200%):1.04200 2021 143,095.30$ 2022 Inflation Factor (7.00%):1.07000 2022 153,111.97$ 2023 Inflation Factor (3.700%):1.03700 2023 158,777.11$ 2024 Inflation Factor (2.500%):1.02500 2024 162,746.54$ SUB TOTAL 22,598,668.85$ 300 SG&A OVERHEAD COSTS (WORKING CONDITIONS)Assume 5.5% of direct cost 5.5%1,242,926.79$
301 MOBILIZATION, OVERHEAD, AND TOOLS & EQUIPMENTEstimate 15% of direct costs for "Mobilization, Overhead, and Tools & Equipment " (MTE)15%3,389,800.33$
This addition is based on company/industry experience.
302 CONTINGENCYAssume 10% of direct cost plus an additional 10% contingency on the cost for MTE (Section 301)Industry Standard: 10%10%2,598,846.92$
303 ENGINEERING AND REDESIGNIncludes re-engineering required to address partial filling of cell 2.25%508,470.05$
Includes QA/QC and Final Closure Report
304 PROFITAssume 10% of direct cost.10%2,259,866.89$
This addition is based on company/industry experience.
305a MANAGEMENT FEECost for management during 5 years of decommissioning.5 years x 12 months =60 months ÷ 3 105,831.70$ 2,116,634.09$
Assume 1/3 of managements costs are allocated to LLRW, MW and 11e2.
305b CLOSURE EQUIPMENT PURCHASECost for purchase of construction equipment to be used during the 5-year decommissioning period. Includes 15% MTE and 10% contingency.
Assume O&M costs are allocated to LLRW, MW and 11e2 proportionally based on the closure cost.8,026,768.97$ LS 4,901,636.77$ 4,901,636.77$
305c CLOSURE EQUIPMENT OPERATION AND MAINTENANCECost for repairs and routine maintenance of construction equipment during 5 years of decommissioning. Includes 15% MTE and 10% contingency
Assume O&M costs are allocated to LLRW, MW and 11e2 proportionally based on the closure cost.
Annual Routine Maintenance for 5 years:5 years 817,835.85$ 2,497,103.32$
Annual Repairs for 4 years (Assume equipment will be disposed of in year 5 of decomissioning period):4 years 1,164,476.90$ 2,844,403.68$
306 DEQ OVERSIGHT OF PROJECTAssume 4% of direct costs 4%903,946.75$
400 POST-OPERATIONAL MONITORING AND MAINTENANCE (During Decommissioning and Years 1-100 Post-Closure)
Embankment inspections (assume 5 days per year, 2 hours per visit, round-trip travel 750 miles per year)
Labor 2 hrs per visit x 5 Day =10 hrs @ 88.12$ /hr =881.25$
Vehicle Miles 750 miles per year @ 0.575$ /mile =431.25$
Off site features
Assumed hours per year 4 hr @ 88.12$ /hr =352.50$
Access Road Maintenance
Assume no maintenance needed for first five years; after then, a dozer or grader is needed for 1 day per year
10 hr x 1 Day per year 1,500.00$
Fence Maintenance - Fence is essentially maintenance free; assume some vandalism or broken wires.
Labor Inspection 4 hr @ 88.12$ /hr =352.50$
Labor Repair 2 hr @ 88.12$ /hr =176.25$
Gates - assume some vandalism and repairs required (one gate replaced every 5 years)
Labor Inspection 2 hr @ 88.12$ /hr =176.25$
Materials Average per year 2,012.50$ per gate x 0.2 /yr =402.50$
Signs - assume replacement needed every 5 years
Labor Inspection 2 hr @ 88.12$ /hr =176.25$
Materials Average per year 762.47$ set of signs x 0.2 /yr =152.49$
Monuments - assume 3 replacements during 100 year period
Labor Inspection 2 hr @ 88.12$ /hr =176.25$
Materials Average per year 278.80$ ea x 3 x 0.03 /yr =25.09$
Wells - assume one well replacement every 10 years
Labor Inspection 4 hr @ 88.12$ /hr =352.50$
Replacement Average per year 6,480.23$ cost of well replacement x 0.1 /yr =648.02$
Slopes - largely maintenance free (assume annual inspections and maintenance every 5 years)
CLOSURE DRAINAGE DITCH FROM SOUTH WEST CORNER TO DISCHARGE IN SECTION 31

April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
4140
4141
4142
4143
4144
4145
4146
4147
4148
4149
4150
4151
4152
4153
4154
4155
4156
4157
4158
4159
4160
4161
4162
4163
41644165
4166
4167
4168
4169
4170
4171
4172
4173
4174
4175
4176
4177
4178
4179
4180
4181
4182
4183
4184
4185
4186
4187
4188
4189
4190
4191
41924193
4194
4195
4196
4197
4198
4199
4200
4201
4202
4203
4204
4205
4206
4207
4208
42094210
4211
4212
4213
4214
4215
4216
4217
4218
4219
4220
4221
4222
4223
4224
4225
4226
4227
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
Labor Inspection 2 hr @ 88.12$ /hr =176.25$
Equipment Average per year 1 Day x 3,137.71$ x 0.2 /yr =627.54$
Material Average per year 10 cy riprap x 282.27$ x 0.2 /yr =564.54$
Embankment Structure - assume annual inspections and maintenance every 5 years
Labor Inspection 2 hr @ 88.12$ /hr =176.25$
Equipment Average per year 1 Day x 3,137.71$ x 0.2 /yr =627.54$
Material Average per year 10 cy riprap x 282.27$ x 0.2 /yr =564.54$
Diversion Channels - inspect, remove vegetation, regrade
Labor Inspection 2 hr @ 88.12$ /hr =176.25$
Equipment Average per year 0.5 Day x 3,137.71$ x 1 /yr =1,568.85$
Written report of inspection and Maintenance activities for regulators
2 Reports @ 1,000.00$ /report =2,000.00$
Total Annual Cost:=12,284.85$ 2020
2021 Inflation Factor (TBD):1.04200 =12,800.82$ 2021
2022 Inflation Factor (TBD):1.07000 =13,696.87$ 2022
2023 Inflation Factor (TBD):1.03700 =14,203.66$ 2023
2024 Inflation Factor (TBD):1.025 =14,558.75$ 2024
Estimate of 5 years for annual monitoring and maintenance during decommissioning:14,558.75$ X 5 yrs 14,558.75$ 72,793.75$
Estimate for 100 years is calculated using present value vs. future value costs assuming a real return of 1%. Full calculations are in the Clive Facility Surety Summary document.
401 WATER SAMPLES -- RADIOLOGICAL (During Decommissioning and Years 1-100 Post-Closure)Analytical costs include 12% markup on direct expenses per Geosyntec rates.
Labor 1 hr/well x 48 wells +6 hrs for lunch =54 hrs
Travel 3 hrs/day x 6 days =18 hrs
Prep 4 hrs x 2 personnel =8 hrs
Total Labor 80 hrs x 2 personnel =@ 75.00$ /hr =12,000.00$
Radiological Analysis Costs (per sample):1,230.88$
Non-radiological Analysis Costs (per sample):829.92$
Total Analysis Costs (per sample):2,060.80$
Total Analytical Costs:=98,918.40$
Report Preparation 20 hrs @ 153.00$ /hr =3,060.00$
Report Review 4 hrs @ 174.00$ /hr =696.00$
Total Annual Cost:=114,674.40$ 2020
2021 Inflation Factor (TBD):1.04200 =119,490.72$ 2021
2022 Inflation Factor (TBD):1.07000 =127,855.08$ 2022
2023 Inflation Factor (TBD):1.03700 =132,585.71$ 2023
2024 Inflation Factor (TBD):1.025 =135,900.36$ 2024
Estimate of 5 years for annual monitoring and maintenance during decommissioning:135,900.36$ X 5 yrs 135,900.36$ 679,501.78$
Estimate for 100 years is caclulated using present value vs. future value costs assuming a real return of 1%. Full calculations are in the Clive Facility Surety Summary document.
402 EMBANKMENT SURVEY (years 1-5 Post-Closure)Only needed the first five years post-closure. Aerial survey of LLRW embankments - assume 50% of the cost of the survey pertains to LLRW
Cost for survey monuments:5 monuments/yr @ 278.80$ /ea =1,394.00$
Surveyor:12 days/yr @ 1,410.26$ /day =16,923.08$
Engineer:2 days/yr x 10 hrs/day @ 174.00$ /hr =3,480.00$
Total Annual Cost:=10,898.54$ 2020
2021 Inflation Factor (TBD):1.04200 =11,356.28$ 2021
2022 Inflation Factor (TBD):1.07000 =12,151.22$ 2022
2023 Inflation Factor (TBD):1.03700 =12,600.82$ 2023
2024 Inflation Factor (TBD):1.025 =12,915.84$ 2024
No cost during decommissioning.
Estimate for first five years is caclulated using present value vs. future value costs assuming a real return of 1%. Full calculations are in the Clive Facility Surety Summary document.12,915.84$
403 AIRBORNE PARTICULATE MONITORING (During Decommissioning and Year 1 Post-Closure)Analytical costs include 12% markup on direct expenses per Geosyntec rates.
Gross alpha/beta
52 weeks x 2 days/week x 8 hrs/day x 1 person @ 75.00$ /hr =62,400.00$
11 samples/week x 52 weeks @ 50.40$ /sample =28,828.80$
Isotopic Analysis
4 weeks/year x 11 samples/week @ 937.44$ /sample =41,247.36$
Total Annual Cost:=132,476.16$ 2020
2021 Inflation Factor (TBD):1.04200 =138,040.16$ 2021
2022 Inflation Factor (TBD):1.07000 =147,702.97$ 2022
2023 Inflation Factor (TBD):1.03700 =153,167.98$ 2023
2024 Inflation Factor (TBD):1.025 =156,997.18$ 2024
Estimate of 5 years for annual monitoring and maintenance during decommissioning:156,997.18$ X 5 yrs 156,997.18$ 784,985.90$
April 2025
2024 LLRW ANNUAL SURETY REVIEWQUANTITY CALCULATIONS AND ASSUMPTIONS
4228
42294230
4231
4232
4233
4234
4235
4236
4237
4238
4239
4240
4241
4242
4243
4244
4245
4246
4247
42484249
4250
4251
4252
4253
4254
4255
4256
4257
4258
4259
4260
4261
4262
42634264
4265
4266
4267
4268
4269
4270
4271
4272
4273
4274
4275
4276
4277
42784279
4280
4281
4282
4283
4284
4285
A B D E F G H I J K L M N O P Q R S T U V W X Z AA AB AC AD AE AF AG AH AI
This estimate is used for 1st year of Post-Closure Airborne Particulate Monitoring (added to calculations in the Clive Facility Surety Summary document)156,997.18$
404 SOIL SAMPLING (Year 1 Post-Closure)Analytical costs include 12% markup on direct expenses per Geosyntec rates.
Personnel
Labor 2 people x 8 hr/d x 3 d/event x 4 events @ 75.00$ /hr =14,400.00$
Travel 1 person 3 hr/d x 3 d/event x 4 events @ 75.00$ /hr =2,700.00$
Isotopic Analysis
1 weeks/year x 63 samples/week @ /sample =62,233.92$
Total Annual Cost:=79,333.92$ 2020
2021 Inflation Factor (TBD):1.04200 =82,665.94$ 2021
2022 Inflation Factor (TBD):1.07000 =88,452.56$ 2022
2023 Inflation Factor (TBD):1.03700 =91,725.31$ 2023
2024 Inflation Factor (TBD):1.025 =94,018.44$ 2024
No cost during decommissioning
This estimate is used for 1st year of Post-Closure Monitoring (added to calculations in the Clive Facility Surety Summary document)94,018.44$
406 GAMMA EXPOSURE MONITORING (During Decommissioning and Year 1 Post-Closure)
TLD and Analysis 50 Personnel x 1 /year (quarterly exchange included)@ 55.00$ /TLD =2,750.00$
Total Annual Cost:=2,750.00$ 2020
2021 Inflation Factor (TBD):1.04200 =2,865.50$ 2021
2022 Inflation Factor (TBD):1.07000 =3,066.09$ 2022
2023 Inflation Factor (TBD):1.03700 =3,179.53$ 2023
2024 Inflation Factor (TBD):1.025 =3,259.02$ 2024
Estimate of 5 years for annual monitoring and maintenance during decommissioning:3,259.02$ X 5 yrs 3,259.02$ $16,295.09
This estimate is used for 1st year of Post-Closure Airborne Particulate Monitoring (added to calculations in the Clive Facility Surety Summary document)3,259.02$
407 RADON EXPOSURE MONITORING (During Decommissioning and Year 1 Post-Closure)
Personnel 31 Personnel x 4 /year @ 28.00$ /sample =3,472.00$
Total Annual Cost:=3,472.00$ 2020
2021 Inflation Factor (TBD):1.04200 =3,617.82$ 2021
2022 Inflation Factor (TBD):1.07000 =3,871.07$ 2022
2023 Inflation Factor (TBD):1.03700 =4,014.30$ 2023
2024 Inflation Factor (TBD):1.025 =4,114.66$ 2024
Estimate of 5 years for annual monitoring and maintenance during decommissioning:4,114.66$ X 5 yrs 4,114.66$ $20,573.29
This estimate is used for 1st year of Post-Closure Airborne Particulate Monitoring (added to calculations in the Clive Facility Surety Summary document)4,114.66$
LLRW GRAND TOTAL 47,436,454.23$
Additional cost for post-closure monitoring years 1-100:9,805,961.71$
=Changed input values
Estimated total surety (compare to the Grand Totals section in the Clive Facility Surety Summary):57,242,415.94$
987.84$
April 2025

Unrestricted Area Calculations
2024 Unrestricted Areas Surety ReviewQuantity Calculations and Assumptions
1
2
34
5
67
8
910
11
12
13
14
15
16
1718
19
2021
22
2324
25
26
2728
29
3031
32
3334
35
3637
38
39
40
4142
4344
45
4647
48
4950
51
52
53
5455
56
5758
59
6061
62
6364
65
66
67
686970
A BC D E F G H I J K L M N O P Q R S T U V WXY Z AA AB AC AD AE AF AG AH AI1ADMINISTRATION BUILDING CY COST (NO MU)EXT. TOTAL 2021 Inflation:1.04200 (Provided by DWMRC)
Remove/demolish the Administrative Building outside the restricted area on the northeast corner of the complex to grade level. 2022 Inflation:1.07000 (Provided by DWMRC)Items outside of restricted area will be salvaged; assume residual value of items equal to salvage costs.2023 Inflation:1.03700 (Provided by DWMRC)
2024 Inflation:1.02500 (Provided by DWMRC)
Remove all propertyItems outside of restricted area will be salvaged; assume residual value of items equal to salvage costs.
Demolish building to grade levelAssume debris placed in landfill cell (lowest-cost option)
Building-Outside Walls (210' X 90' rectangular building)600 ft l x 12 ft h x 1 ft th =266.67 cy 30 cy per load 28.24$ 7,531.94$
Building-Inside Walls (equals outside walls)600 ft l x 12 ft h x 1 ft th =266.67 cy 9.0 loads 114.88$ 1,033.95$
Roof 210 ft l x 90 ft w x 1 ft th =700.00 cy 24.0 loads 114.88$ 2,757.19$
Slab on grade (includes sidewalks)220 ft l x 100 ft w x 1 ft th =814.81 cy 16.90$ 13,770.49$
Meteorological station (east of admin building)
Remove/demolish station to grade level 2 cy per unitMeteorological station tower 3 ft w x 3 ft l x 3 ft th =1.00 cy 0.5 units 351.96$ 175.98$
30 cy per load
Perimeter Fence debris (assume 1 cf per 10 lf)160 lf /10 =0.59 cy 1.0 loads 114.88$ 68.08$
Radiological Survey
Perform radiological survey (1 event) consisting of up to 20 samples consistent with sampling for annual environmental monitoring costs =0.50 ea 3,747.60$ 1,873.80$
2020 27,211.42$ 2021 Inflation Factor (4.200%):1.04200 2021 28,354.30$
2022 Inflation Factor (7.00%):1.07000 2022 30,339.10$
2023 Inflation Factor (3.700%):1.03700 2023 31,461.64$ 2024 Inflation Factor (2.500%):1.02500 2024 32,248.19$ 2 EMPLOYEE PARKING AREARemove employee parking area measured at approximately 3,900 square yards with asphalt at 4 inches thick
In 2023, additional asphalt area at Admin Builiding adding 2630.44 sy
Remove asphalt parking areaAsphalt Debris 6530.4444 sy x 0.11 yd =725.60 cy 10.89$ 7,902.82$
Radiological Survey
Perform radiological survey (1 event) consisting of up to 10 samples consistent with sampling for annual environmental monitoring costs =0.25 ea 3,747.60$ 936.90$
2020 8,839.72$
2021 Inflation Factor (4.200%):1.04200 2021 9,210.99$
2022 Inflation Factor (7.00%):1.07000 2022 9,855.76$ 2023 Inflation Factor (3.700%):1.03700 2023 10,220.42$
2024 Inflation Factor (2.500%):1.02500 2024 10,475.93$ 3 SOUTHWEST STORAGE POND (SECTION 6)
Remove water - use water for dust suppression or other benefit during closure construction incl
Remove sediment - allow sediment to dry and remove with liner for placement in landfill cell (lowest-cost option)
Pond Base Dimensions (assume 1-foot sediment)160 ft w x 230 ft l x 1 ft th =1,362.96 cy 2.44$ 3,325.78$
Remove above-grade cement structures (assume same as other ponds)
Concrete Pad 30 ft w x 19.5 ft l x 0.5 ft th =10.83 cy 16.90$ 183.08$
Concrete Pad Berms 0.5 ft w x 39 ft l x 0.5 ft th =0.36 cy 16.90$ 6.10$
Concrete Pad Bump Stop 0.8 ft w x 30 ft l x 1 ft th =0.89 cy 16.90$ 15.02$ Upper Asphalt Ramp 51.8 ft w x 35.95 ft l x 1 ft th =68.97 cy 10.89$ 751.18$
Lower Asphalt Ramp 52.1 ft w x 37.35 ft l x 1 ft th =72.07 cy 10.89$ 784.96$
Liner RemovalLiner (pond base)160 ft l x 230 ft w =36,800.00 sf
Liner (North and South Wedges)8300 sf ea x 2 =16,600.00 sf
Liner (East and West Wedges)7500 sf ea x 2 =15,000.00 sfTotal Liner Area 68,400.00 sf
Debris estimate (liner)68,400.00 sf x 0.01 ft th =25.33 cy 2.44$ 61.82$
Debris estimate (leak detection systems)15 cy =15.00 cy 2.44$ 36.60$
Open Southwest Corner of Berm (assume 50-ft opening)50 ft l x 171 sf (cross section area)=316.67 cy 4.70$ 1,489.73$
Radiological Survey
Perform radiological survey (1 event) consisting of up to 20 samples consistent with sampling for annual environmental monitoring costs =0.50 ea 3,747.60$ 1,873.80$
2020 8,528.08$
2021 Inflation Factor (4.200%):1.04200 2021 8,886.25$ 2022 Inflation Factor (7.00%):1.07000 2022 9,508.29$
2023 Inflation Factor (3.700%):1.03700 2023 9,860.10$
2024 Inflation Factor (2.500%):1.02500 2024 10,106.60$
ADMINISTRATION BUILDING
EMPLOYEE PARKING AREA
SOUTHWEST STORAGE POND (SECTION 6)
Page 1 of 7 April 2025
2024 Unrestricted Areas Surety ReviewQuantity Calculations and Assumptions
71
72
7374
75
7677
78
7980
81
82
83
84
85
86
8788
89
9091
92
9394
95
96
9798
99
100101
102
103104
105
106107
108
109
110
111112
113114
115
116117118
119
120
121
122
123124
125
126127
128
129
130
131
132
133
134
135
136137
138
139140
141
142143
144
A BC D E F G H I J K L M N O P Q R S T U V WXY Z AA AB AC AD AE AF AG AH AI4WATER STORAGE PONDS AND ASSOCIATED EQUIPMENT (SECTION 29)
Remove water - use water for dust suppression or other benefit during closure construction inclNo cement structures at these ponds
Pond 1 (large) Liner RemovalLiner (pond base)180 ft l x 90 ft w =16,200.00 sf
Liner (North and South Wedges)5,700 sf ea x 2 =11,400.00 sf
Liner (East and West Wedges)3,900 sf ea x 2 =7,800.00 sfTotal Liner Area 35,400.00 sf
Debris estimate (liner)35,400.00 sf x 0.01 ft th =13.11 cy 2.44$ 31.99$
Debris estimate (leak detection systems)10 cy =10.00 cy 2.44$ 24.40$
Pond 2 (small) Liner RemovalLiner (pond base)90 ft l x 90 ft w =8,100.00 sf
Liner (North and South Wedges)1,700 sf ea x 2 =3,400.00 sf
Liner (East and West Wedges)1,700 sf ea x 2 =3,400.00 sfTotal Liner Area 14,900.00 sf
Debris estimate (liner)14,900.00 sf x 0.01 ft th =5.52 cy 2.44$ 13.47$
Debris estimate (leak detection systems)5 cy =5.00 cy 2.44$ 12.20$
Radiological Survey
Perform radological survey (1 event) consisting of up to 20 samples consistent with sampling for annual environmental monitoring costs =0.50 ea 3,747.60$ 1,873.80$
2020 1,955.86$
2021 Inflation Factor (4.200%):1.04200 2021 2,038.01$
2022 Inflation Factor (7.00%):1.07000 2022 2,180.67$
2023 Inflation Factor (3.700%):1.03700 2023 2,261.35$ 2024 Inflation Factor (2.500%):1.02500 2024 2,317.88$ 5 SHREDDER SUBSTATIONSome equipment outside of restricted area will be salvaged; assume residual value of these items equal to salvage costs.
Remove/demolish substation to grade level
Non-salvagable equipmentAssume debris placed in landfill cell (lowest-cost option)
Substation equipment (assume 50% salvage and 50% disposal)15.00 cy 30 cy per load 175.98$ 2,639.70$
Perimeter Fence debris (assume 1 cf per 10 lf)530 lf /10 =1.96 cy 1.0 loads 114.88$ 114.88$
Radiological SurveyPerform radiological survey (1 event) consisting of up to 20 samples consistent with sampling for annual environmental monitoring costs =0.50 ea 3,747.60$ 1,873.80$
2020 4,628.39$ 2021 Inflation Factor (4.200%):1.04200 2021 4,822.78$
2022 Inflation Factor (7.00%):1.07000 2022 5,160.37$
2023 Inflation Factor (3.700%):1.03700 2023 5,351.31$ 2024 Inflation Factor (2.500%):1.02500 2024 5,485.09$ 6 RAIL OUTSIDE OF SECTION 32
Moved to the LLRW Surety Calculations (Section 107), since the rail outside of Section 32 is now part of the Waste Storage License.
7 EXCAVATED LAND (BORROW PITS) - SECTIONS 5 & 29No backfilling with imported material; only grading work required. Grade slopes, return native topsoil and revegetate the borrow pit areas
Area to be graded (disturbed land in Sections 5 and 29)1,400,000 sy x 0.33 yd depth =466,667 cy 1.96$ 913,921.31$ Revegetate surface of former excavated lands (hydroseed w/organic amendment)=1,400,000 sy 1.15$ 1,613,196.03$
2020 2,527,117.34$ 2021 Inflation Factor (4.200%):1.04200 2021 2,633,256.27$
2022 Inflation Factor (7.00%):1.07000 2022 2,817,584.21$
2023 Inflation Factor (3.700%):1.03700 2023 2,921,834.82$ 2024 Inflation Factor (2.500%):1.02500 2024 2,994,880.69$ 8 TRUCK RELEASE SURVEY BUILDING
Remove all property, demolish building down to grade level, test and properly dispose of debris, conduct a final license approved radiation survey of area
Building is a steel form structure with concrete footings and an asphalt base.
Remove all property
Items outside of restricted area will be salvaged; assume residual value of items equal to salvage costs.
Demolish building to grade level
Assume debris placed in landfill cell (lowest-cost option)
Main Structure Size: 100 ft l x 50 ft w x 16 ft h =2,962.96 cy
Unit price based on cost to demolish a 100' x 30' x 12' building 3.00 ea 1,353.23$ 4,059.68$
Strip footings 2 x 101 lf x 0.75 ft w x 1.5 ft th =8.42 cy 27.78$ 233.78$
Asphalt base 100 ft l x 50 ft w x 0.33 ft th =61.11 cy 10.89$ 665.58$
SHREDDER SUBSTATION
EXCAVATED LAND (BORROW PITS)
WATER STORAGE PONDS AND ASSOCIATED EQUIPMENT (SECTION 29)
Page 2 of 7 April 2025
2024 Unrestricted Areas Surety ReviewQuantity Calculations and Assumptions
145
146
147
148149
150
151152
153154
155
156
157
158
159
160
161162
163
164165
166
167168
169
170
171
172
173
174
175176
177
178179
180
181182
183
184
185186
187
188189
190
191192
193
194195
196
197
198
199200
201
202203
204
205206
207
208209
210
211212
213
214
215216
217
218219
220
221
222
223
224
A BC D E F G H I J K L M N O P Q R S T U V WXY Z AA AB AC AD AE AF AG AH AIRadiological Survey
Perform radiological survey (1 event) consisting of up to 20 samples consistent with sampling for annual environmental monitoring costs)=0.50 ea 3,747.60$ 1,873.80$
2020 6,832.84$
2021 Inflation Factor (4.200%):1.04200 2021 7,119.82$
2022 Inflation Factor (7.00%):1.07000 2022 7,618.21$ 2023 Inflation Factor (3.700%):1.03700 2023 7,900.08$
2024 Inflation Factor (2.500%):1.02500 2024 8,097.58$
9 CONTAINER MAINTENANCE SHOP
Remove all property, demolish building down to grade level, test and properly dispose of debris, conduct a final license approved radiation survey of area
Building is a 20 foot tall steel form structure with concrete footings and concrete slabs.
Remove all propertyItems outside of restricted area will be salvaged; assume residual value of items equal to salvage costs.
Demolish building to grade levelAssume debris placed in landfill cell (lowest-cost option)
Main Structure Size: 80 ft l x 30 ft w x 24 ft h =2,133.33 cy
Unit price based on cost to demolish a 100' x 30' x 12' building 2.00 ea 1,353.23$ 2,706.45$
Strip footings 2 x 80 lf x 0.75 ft w x 1.5 ft th =6.67 cy 27.78$ 185.17$
Slab on grade (concrete)80 ft l x 30 ft w x 0.67 ft th =59.29 cy 16.90$ 1,001.99$
Exterior concrete pads
West 540 sf 0.67 ft th =13.34 cySouth 1 100 sf 0.67 ft th =2.47 cy
South 2 40 sf 0.67 ft th =0.99 cy
South 3 100 sf 0.67 ft th =2.47 cyEast550sf0.67 ft th =13.59 cy
Total 32.86 cy 16.90$ 555.27$
Radiological Survey
Perform radiological survey (1 event) consisting of up to 20 samples consistent with sampling for annual environmental monitoring costs)=0.50 ea 3,747.60$ 1,873.80$
2020 6,322.68$
2021 Inflation Factor (4.200%):1.04200 2021 6,588.24$
2022 Inflation Factor (7.00%):1.07000 2022 7,049.41$ 2023 Inflation Factor (3.700%):1.03700 2023 7,310.24$
2024 Inflation Factor (2.500%):1.02500 2024 7,493.00$ 10 PURCHASING/WAREHOUSE/ MAINTENANCE BUILDING
Remove all property, demolish building down to grade level, test and properly dispose of debris, remove/properly dispose of/use diesel fuel, remove tank and above ground items down to grade level, test surround soil for diesel contamination, conduct a final license approved radiation survey.
Building is a 3-story steel form structure, mostly bay area, with concrete footings and concrete slab.
Remove all property
Items outside of restricted area will be salvaged; assume residual value of items equal to salvage costs.
Demolish building to grade level
Assume debris placed in landfill cell (lowest-cost option)
Main Structure Size: 150 ft l x 120 ft w x 24 ft h =16,000.00 cy
Unit price based on cost to demolish a 100' x 30' x 12' building 12.00 ea 1,353.23$ 16,238.71$
Strip footings:2 x 150 lf x 0.75 ft w x 1.5 ft th =12.50 cy 27.78$ 347.19$
Slab on grade (concrete)160 ft l x 140 ft w x 0.67 ft th =553.36 cy 16.90$ 9,351.91$
Remove diesel fuel - assumed to be used by closure equipment (no cost)
Remove diesel tank - assumed empty and disposed with building debris (no cost)
Test soil for diesel contamination 1.00 ea 544.00$ 544.00$
Radiological Survey
Perform radiological survey (1 event) consisting of up to 20 samples consistent with sampling for annual environmental monitoring costs)=0.50 ea 3,747.60$ 1,873.80$
2020 28,355.62$
2021 Inflation Factor (4.200%):1.04200 2021 29,546.56$ 2022 Inflation Factor (7.00%):1.07000 2022 31,614.82$
2023 Inflation Factor (3.700%):1.03700 2023 32,784.57$
2024 Inflation Factor (2.500%):1.02500 2024 33,604.18$ 11 GW LABORATORY/QC BUILDING
Remove all property, demolish building down to grade level, test and properly dispose of debris, conduct a final license approved radiation survey
Building is a 1-story steel structure with concrete footings and concrete slab.
Remove all property
Items outside of restricted area will be salvaged; assume residual value of items equal to salvage costs.
Demolish building to grade level
Assume debris placed in landfill cell (lowest-cost option)
Main Structure Size: 85 ft l x 35 ft w x 12 ft h =1,322.22 cyUnit price based on cost to demolish a 100' x 30' x 12' building 1.00 ea 1,353.23$ 1,353.23$
TRUCK RELEASE SURVEY BUILDING
CONTAINER MAINTENANCE SHOP
PURCHASING/WAREHOUSE/ MAINTENANCE BUILDING
Page 3 of 7 April 2025
2024 Unrestricted Areas Surety ReviewQuantity Calculations and Assumptions
225
226
227
228229
230
231232
233
234235
236
237
238
239
240
241242
243
244245
246
247
248
249
250
251252
253
254255
256
257258
259
260261
262
263
264
265266
267
268269
270
271272273
274
275
276277
278
279
280281
282
283284
285
286
287
288
289
290
291292
293
294
295
296297
298
299
300
A BC D E F G H I J K L M N O P Q R S T U V WXY Z AA AB AC AD AE AF AG AH AIStrip footings:2 x 85 lf x 0.75 ft w x 1.5 ft th =7.08 cy 27.78$ 196.74$
Slab on grade (concrete)85 ft l x 35 ft w x 0.67 ft th =73.49 cy 16.90$ 1,242.05$
Radiological Survey
Perform radiological survey (1 event) consisting of up to 20 samples consistent with sampling for annual environmental monitoring costs)=0.50 ea 3,747.60$ 1,873.80$
2020 4,665.82$
2021 Inflation Factor (4.200%):1.04200 2021 4,861.79$
2022 Inflation Factor (7.00%):1.07000 2022 5,202.11$ 2023 Inflation Factor (3.700%):1.03700 2023 5,394.59$
2024 Inflation Factor (2.500%):1.02500 2024 5,529.45$
12 WATER TOWER
10,000- 12,000 gallon tanker trailer with wheels on supports (assume 4 cy of debris)2.00 ea 351.96$ 703.92$ Unit price based on miscellaneous equipment demo - 2 cy
Concrete pad base for northern water tank 22 ft l x 12 ft w x 2.5 ft th =24.44 cy 1,353.23$ 1,353.23$
Radiological Survey 1.00 eaPerform radiological survey (1 event) consisting of up to 10 samples consistent with sampling for annual environmental monitoring costs)=0.25 ea 3,747.60$ 936.90$
2020 2,994.05$ 2021 Inflation Factor (4.200%):1.04200 2021 3,119.80$
2022 Inflation Factor (7.00%):1.07000 2022 3,338.18$
2023 Inflation Factor (3.700%):1.03700 2023 3,461.70$ 2024 Inflation Factor (2.500%):1.02500 2024 3,548.24$ 13 RADIO TOWER AND SUPPORT BUILDING WITH CONCRETE PAD
Dismantle and haul tower off site, demolition of support building with pad, and the disposal of demolition debris.
Remove all property
Items outside of restricted area will be salvaged; assume residual value of items equal to salvage costs.
Demolish radio tower and support building
Assume debris placed in landfill cell (lowest-cost option)
Building 8 ft x 10 ft x 4 sides =320.00 sf 30 cy per loadBuilding Debris 320 sf x 0.5 ft =5.93 cy 1.0 loads 114.88$ 114.88$
Roof 8 ft x 10 ft =80.00 sf
Roof Debris 8 ft x 10 ft x 0.5 ft =1.48 cy incl incl
Concrete Tower Support 12 ft x 12 ft =144.00 sf
Concrete Debris/Tower Support 12 ft x 12 ft x 3.5 ft =18.67 cy 27.78$ 518.48$ Concrete Support Building 8 ft x 10 ft =80.00 sf
Concrete Debris/Support Building 8 ft x 10 ft x 0.41667 ft =1.23 cy 16.90$ 20.86$
Total Debris =27.31 cy incl incl
Radiological Survey
Perform radiological survey (1 event) consisting of up to 5 samples consistent with sampling for annual environmental monitoring costs)=0.10 ea 3,747.60$ 374.76$
2020 1,028.98$
2021 Inflation Factor (4.200%):1.04200 2021 1,072.20$ 2022 Inflation Factor (7.00%):1.07000 2022 1,147.26$
2023 Inflation Factor (3.700%):1.03700 2023 1,189.70$
2024 Inflation Factor (2.500%):1.02500 2024 1,219.45$ 14 RAIL REPAIR FOUNDATION (SECTION 29)Moved to the LLRW Surety Calculations (Section 107), since the rail outside of Section 32 is now part of the Waste Storage License.
15 CEMENT RAMP USED FOR OFF-LOADING
Demolish down to grade level, test and properly dispose of debris, spread road base fill, and conduct a final license approved radiation survey
Remove ramp (10" thick, 30' long, 12' wide, 9.5' max height, filled with road base material)
Main Slab (concrete)30 ft l x 12 ft w x 0.83 ft th =11.07 cy 16.90$ 187.03$
Walls (assume average height 5')84 lf l x 5 ft h x 0.83 ft th =12.91 cy 16.90$ 218.20$
Grade road base material 30 ft l x 12 ft w x 5.00 ft h =66.67 cy 1.96$ 130.56$
Radiological SurveyPerform radological survey (1 event) consisting of up to 10 samples consistent with sampling for annual environmental monitoring costs)=0.25 ea 3,747.60$ 936.90$
2020 1,472.69$ 2021 Inflation Factor (4.200%):1.04200 2021 1,534.54$
2022 Inflation Factor (7.00%):1.07000 2022 1,641.96$
2023 Inflation Factor (3.700%):1.03700 2023 1,702.71$ 2024 Inflation Factor (2.500%):1.02500 2024 1,745.28$ 16 SMOKING HUT
Remove/demolish hut down to grade level, test and properly dispose of debris, conduct a final license approved radiation survey area
Small, 3-sided sheet metal structure, placed on bare ground
Assume "small-job" cost (one load)1.00 ea 114.88$ 114.88$
RADIO TOWER AND SUPPORT BUILDING WITH CONCRETE PAD
CEMENT RAMP USED FOR OFF-LOADING
GW LABORATORY/QC BUILDING
WATER TOWER
Page 4 of 7 April 2025
2024 Unrestricted Areas Surety ReviewQuantity Calculations and Assumptions
301
302
303
304305
306
307308
309310
311
312
313
314
315
316
317318
319
320321
322
323324325
326
327328
329
330331
332
333334
335
336337
338
339
340
341342
343344
345
346347
348
349350
351
352
353
354355
356
357358
359
360361
362
363364
365
366
367
368369
370
371372
373374
375
376
377
378
379
380
A BC D E F G H I J K L M N O P Q R S T U V WXY Z AA AB AC AD AE AF AG AH AIRadiological Survey
Perform radological survey (1 event) consisting of up to 5 samples consistent with sampling for annual environmental monitoring costs)=0.10 ea 3,747.60$ 374.76$
2020 489.64$
2021 Inflation Factor (4.200%):1.04200 2021 510.21$
2022 Inflation Factor (7.00%):1.07000 2022 545.92$ 2023 Inflation Factor (3.700%):1.03700 2023 566.12$
2024 Inflation Factor (2.500%):1.02500 2024 580.27$
17 MANHOLE ORA 013 AND SURROUNDING AREA
Remove down to grade level, test and properly dispose of debris, fill in ORA 013, conduct a final license approved radiation survey of area
Remove manhole and raised slab
Raised slab 36 ft l x 9 ft w x 0.75 ft th =9.00 cy 16.90$ 152.10$ Manhole (circular)6 ft dia x 20 ft h x 0.50 ft th =6.98 cy 16.90$ 117.93$
Fill manhole void (cylindrical shape)6 ft diam x 20 ft h =20.93 cy 4.70$ 98.48$
Radiological Survey
Perform radological survey (1 event) consisting of up to 5 samples consistent with sampling for annual environmental monitoring costs)=0.10 ea 3,747.60$ 374.76$
2020 743.27$
2021 Inflation Factor (4.200%):1.04200 2021 774.48$ 2022 Inflation Factor (7.00%):1.07000 2022 828.70$
2023 Inflation Factor (3.700%):1.03700 2023 859.36$
2024 Inflation Factor (2.500%):1.02500 2024 880.84$ 18 POWER AND MANHOLE AND SURROUNDING AREA ON SECTION 29Remove down to grade level, test and properly dispose of debris, fill in manhole, conduct a final license approved radiation survey of area
Manhole labeled ORA-012, square slab
Remove manhole and slab
Slab 5 ft l x 5 ft w x 2.00 ft th =1.85 cy 16.90$ 31.30$
Manhole (circular steel)1.00 ea 114.88$ 114.88$ Assume "small-job" cost (one load)
Fill manhole void (cylindrical shape)1.85 cy 4.70$ 8.71$
Radiological SurveyPerform radological survey (1 event) consisting of up to 5 samples consistent with sampling for annual environmental monitoring costs)=0.10 ea 3,747.60$ 374.76$
2020 529.65$ 2021 Inflation Factor (4.200%):1.04200 2021 551.90$
2022 Inflation Factor (7.00%):1.07000 2022 590.53$
2023 Inflation Factor (3.700%):1.03700 2023 612.38$ 2024 Inflation Factor (2.500%):1.02500 2024 627.69$ 19 DIESEL FUELING AREAs AND TANKS
Remove fuel, use or dispose of properly, remove tank and above ground items down to grade level, test
and properly dispose of debris, test surround soil for diesel contamination, conduct a final license approved radiation survey of area Five tanks (large diesel & gasoline), perimeter berm, concrete slabs and equipment shed
Remove diesel and gasoline - assumed to be used by closure equipment (no cost)
Remove diesel and gasoline tanks 5.00 ea 351.96$ 1,759.80$
Old Fuel Area Remove walls and slab
Walls 160 lf l x 3 ft h x 0.50 ft th =8.89 cy 16.90$ 150.22$
Main Slab (concrete)40 ft l x 40 ft w x 0.83 ft th =49.19 cy 16.90$ 831.24$
New Fuel Station:
Remove Tank Foundations (Slabs)3 ea x 11 ft w x 40 ft l x 0.75 ft th =36.67 cy 16.90$ 619.67$
Remove Equipment Shed Slab 12 ft w x 12 ft l x 0.42 ft th =2.22 cy 16.90$ 37.56$
Equipment Shed: Assume "small-job" cost (one load)1.00 ea 114.88$ 114.88$
Test soil for diesel contamination 2.00 ea 544.00$ 1,088.00$
Radiological Survey
Perform radological survey (1 event) consisting of up to 5 samples consistent with sampling for annual environmental monitoring costs)=0.20 ea 3,747.60$ 749.52$
2020 5,350.89$
2021 Inflation Factor (4.200%):1.04200 2021 5,575.63$
2022 Inflation Factor (7.00%):1.07000 2022 5,965.92$ 2023 Inflation Factor (3.700%):1.03700 2023 6,186.66$
2024 Inflation Factor (2.500%):1.02500 2024 6,341.33$
20 CEMENT FOUNDATION NEAR SMALL WATER POND
Remove any power connectors down to ground level, test and properly dispose of debris, conduct a final license approved radiation survey of area
Remove power connectors and slab
Power connectors 1.00 ea 114.88$ 114.88$ Assume "small-job" cost (one load)
Slab 9 ft l x 3 ft w x 1.00 ft th =1.00 cy 16.90$ 16.90$
SMOKING HUT
POWER AND MANHOLE AND SURROUNDING AREA ON SECTION 29
MANHOLE ORA 013 AND SURROUNDING AREA
DIESEL FUELING AREAs AND TANKS
Page 5 of 7 April 2025
2024 Unrestricted Areas Surety ReviewQuantity Calculations and Assumptions
381
382
383
384385
386
387388
389390
391
392
393
394
395
396
397398
399
400401
402
403404
405
406407
408
409
410411
412
413414
415
416417
418
419
420
421422
423424
425
426427
428
429430
431
432
433434
435
436437
438
439440
441
442
443
444
445
446
447448
449
450451
452
453454
455
456
A BC D E F G H I J K L M N O P Q R S T U V WXY Z AA AB AC AD AE AF AG AH AIRadiological Survey
Perform radological survey (1 event) consisting of up to 5 samples consistent with sampling for annual environmental monitoring costs)=0.10 ea 3,747.60$ 374.76$
2020 506.54$
2021 Inflation Factor (4.200%):1.04200 2021 527.82$
2022 Inflation Factor (7.00%):1.07000 2022 564.77$ 2023 Inflation Factor (3.700%):1.03700 2023 585.66$
2024 Inflation Factor (2.500%):1.02500 2024 600.30$
21 UNDERGROUND WATER TANK, SECTION 29
Removal of above ground equipment connected to underground water tank, test and properly dispose of debris,
piping from tank will be sealed off, tank will be backfill to ground level, conduct a final license approved radiation survey of area
Remove above ground equipment (jersey barriers, four metal stubs and manhole)1.00 ea 114.88$ 114.88$ Assume "small-job" cost (one load)
Seal piping 1.00 ea 114.88$ 114.88$
Backfill tank to ground level 2.00 ea 114.88$ 229.77$
Radiological Survey
Perform radological survey (1 event) consisting of up to 5 samples consistent with sampling for annual environmental monitoring costs)=0.10 ea 3,747.60$ 374.76$
2020 834.29$
2021 Inflation Factor (4.200%):1.04200 2021 869.33$
2022 Inflation Factor (7.00%):1.07000 2022 930.18$
2023 Inflation Factor (3.700%):1.03700 2023 964.60$
2024 Inflation Factor (2.500%):1.02500 2024 988.72$ 22 OLD BATCH PLANT FOUNDATION
Demolish down to grade, test and properly dispose of debris, conduct a final license approved radiation survey of area
Remove ramp (est. dimensions - 10" thick, 30' long, 12' wide, 9.5' max height, filled with road base material)
Main Slab (concrete)30 ft l x 12 ft w x 0.83 ft th =11.07 cy 16.90$ 187.03$ Walls (assume average height 5')84 lf l x 5 ft h x 0.83 ft th =12.91 cy 16.90$ 218.20$
Grade road base material 30 ft l x 12 ft w x 5.00 ft h =66.67 cy 1.96$ 130.56$
Radiological SurveyPerform radological survey (1 event) consisting of up to 10 samples consistent with sampling for annual environmental monitoring costs)=0.25 ea 3,747.60$ 936.90$
2020 1,472.69$ 2021 Inflation Factor (4.200%):1.04200 2021 1,534.54$
2022 Inflation Factor (7.00%):1.07000 2022 1,641.96$
2023 Inflation Factor (3.700%):1.03700 2023 1,702.71$ 2024 Inflation Factor (2.500%):1.02500 2024 1,745.28$ 23 ABANDONING WELLS NOT NEEDED DURING POST-CLOSURE
Remove, test and properly dispose of debris, plug wells in accordance with Division of Water Rights requirements
Abandon monitoring wells (assume 25' deep, 3" diameter PVC wells, above-ground well cover)5.00 ea 946.58$ 4,732.90$
2020 4,732.90$ 2021 Inflation Factor (4.200%):1.04200 2021 4,931.68$
2022 Inflation Factor (7.00%):1.07000 2022 5,276.90$
2023 Inflation Factor (3.700%):1.03700 2023 5,472.14$ 2024 Inflation Factor (2.500%):1.02500 2024 5,608.95$ 24 OTHER AREAS REQUIRING ONLY RADIOLOGICAL SURVEY
Truck Scale =0.10 ea 3,747.60$ 374.76$
Perform radological survey (1 event) consisting of up to 5 samples consistent with sampling for annual environmental monitoring costs
Communications Tower =0.10 ea 3,747.60$ 374.76$ Perform radological survey (1 event) consisting of up to 5 samples consistent with sampling for annual environmental monitoring costs
Parking, Storage and Batch Plant Area from Shredder Substation to Mixed Waste Rail Line =0.25 ea 3,747.60$ 936.90$
Perform radological survey (1 event) consisting of up to 10 samples consistent with sampling for annual environmental monitoring costs
Numerous Seavans
Equipment outside of restricted area will be salvaged; assume residual value of items equal to salvage costs.Perform radological survey (1 event) consisting of up to 10 samples consistent with sampling for annual environmental monitoring costs =0.25 ea 3,747.60$ 936.90$
Mixed Waste Operation Building Parking Area
Perform radological survey (1 event) consisting of up to 10 samples consistent with sampling for annual environmental monitoring costs =0.25 ea 3,747.60$ 936.90$
2020 3,560.22$
2021 Inflation Factor (4.200%):1.04200 2021 3,709.75$
2022 Inflation Factor (7.00%):1.07000 2022 3,969.43$ 2023 Inflation Factor (3.700%):1.03700 2023 4,116.30$
2024 Inflation Factor (2.500%):1.02500 2024 4,219.21$
ABANDONING WELLS NOT NEEDED DURING POST-CLOSURE
CEMENT FOUNDATION NEAR SMALL WATER POND
UNDERGROUND WATER TANK, SECTION 29
OLD BATCH PLANT FOUNDATION
OTHER AREAS REQUIRING ONLY RADIOLOGICAL SURVEY
Page 6 of 7 April 2025
2024 Unrestricted Areas Surety ReviewQuantity Calculations and Assumptions
457
458
459
460
461
462463
464
465466467
468
469470471
472
473
474475
476
477478
479
480481
482483
484
485
486
487488
489
490491
492
493494495496
A BC D E F G H I J K L M N O P Q R S T U V WXY Z AA AB AC AD AE AF AG AH AI25FENCING REMOVAL
Remove Section 29 Storage License Area Fencing
Fencing Demolition =12,823.00 lf =237.37 cy of debris/work 8.00 loads x 114.88$ 919.06$
2020 919.06$
2021 Inflation Factor (4.200%):1.04200 2021 957.66$ 2022 Inflation Factor (7.00%):1.07000 2022 1,024.70$
2023 Inflation Factor (3.700%):1.03700 2023 1,062.61$
2024 Inflation Factor (2.500%):1.02500 2024 1,089.18$ SUBTOTAL NONRESTRICTED AREAS 3,139,433.33$
300 WORKING CONDITIONS
Not applicable to Unrestricted Areas (i.e., areas not impacted by radiological parameters)0.0%-$
301 MOBILIZATION, OVERHEAD, AND TOOLS & EQUIPMENT
Estimate 15% of direct costs for "Mobilization, Overhead, and Tools & Equipment " (MTE)15%470,915.00$
This addition is based on company/industry experience.
302 CONTINGENCY
No contingency required for Unrestricted Areas because quantities are well defined and no risk of radiological impacts.0%-$
303 ENGINEERING AND REDESIGN
Not Applicable 0%-$
304 PROFIT
Assume 10% of direct cost.10%313,943.33$
This addition is based on company/industry experience.
305 MANAGEMENT FEE
Not applicable to Unrestricted Areas 0%-$
306 DEQ OVERSIGHT OF PROJECT
Not applicable to Unrestricted Areas 0%-$
UNRESTRICTED AREAS GRAND TOTAL 3,924,291.66$
=Changed input values
FENCING REMOVAL
30 cy per load
Page 7 of 7 April 2025

Part B Permit
Attachment II-7-1
Overall Facility Closure Cost Summary
Section Item 11e.(2)LLRW MW11e.(2)
1 FACILITY DECOMMISSIONING
2 PLACEMENT OF MATERIAL $ 82,881.03
3 LINER/PROTECTIVE LINER COVER $ 4,875.52
100 RESTORATION OF GRADE $ 1,175,716.86
101 SETTLEMENT MONITORING $ 108,146.55
200 COVER CONSTRUCTION $ 2,598,330.94
201 STOCKPILES OF CLOSURE ASSETS $ -
203 GROUNDWATER RESTORATION & WELL PLUGGING $ 324,369.13
SUBTOTALS 4,294,320.03$ LLRW
2 ADMINISTRATION BUILDING $ 764.98 3 OPERATIONS BUILDING $ 61,442.64
5 ROLLOVER AREA $ -
6 ROLLOVER ENCLOSURE $ 3,347.99
7 CONTAINER STORAGE PAD AND EVAPORATION PONDS $ 195,355.75
8 EQUIPMENT PAD NORTH OF 1997 EVAPORATION POND $ 27,537.33
9 EAST TRUCK UNLOADING FACILITY $ 192,189.10
10 LLRW MAINTENANCE BAY (Inside Restricted Area) $ - 11 LLRW MAINTENANCE SHOP $ 13,521.49 12 RAIL WASH FACILITY ON TRACK NO. 2 $ 234.41 13 RAIL WASH FACILITY ON TRACK NO. 4 $ 10,448.16
16 INTERMODAL UNLOADING FACILITY $ 74,331.57
17 CLEAN TRANSFER FACILITY $ 3,457.64
18 CONTAINERIZED CLASS A TRAILER $ 1,502.35
26 MOBILE BATCH PLANT $ 18,066.05
27 WIRELESS TOWER SUPPORT SURFACE $ 624.20
28 GUARD SHACKS (5) $ 1,856.00 29 TRANSPORTATION CASKS $ 10,476.26 31 PLACEMENT OF STORED WASTE $ 3,991,802.84
32 DECONTAMINATION ACCESS CONTROL BUILDING $ 11,294.14
33 INTERMODAL CONTAINER WASH BUILDING $ 44,116.56
34 SHREDDER FACILITY $ 214,131.04
35 ROTARY DUMP FACILITY $ 609,887.47
35.A EAST SIDE ROTARY FACILITY (ESRF) $ 692,483.29
36 EAST SIDE DRAINAGE SYSTEM $ 22,878.77 37 AIR MONITORING STATION SURFACE UPGRADES $ 184.83 38 NEW LLRW OPERATIONS BUILDING $ 32,138.86
39 SRS DU STORAGE BUILDING $ 28,619.00
100 HAUL ROADS FROM THE CLASS A EMBANKMENT TO THE AREA AROUND THE LLRW MAINTENANCE SHOP AND BAY $ 82,037.61
101 ROADS FROM ROLLOVER TO SOUTH SIDE OF THE 1997 EVAPORATION POND, AREA BETWEEN TRACKS 2 AND 3, AND AREA AROUND IUF $ 157,786.88
102 ROADS SOUTH OF THE 1997 POND, SITE ACCESS ROADS ALONG THE SOUTH AND NORTH BORDERS OF SECTION 32, HAUL ROAD ALONG THE WEST SIDE OF THE
11E.(2) EMBANKMENT
$ 82,885.07
103 RAIL TRACK AND RAILROAD BEDS WITHIN THE RESTRICTED AREA $ 226,639.23
105 HAUL ROADS (LARGE COMPONENT AND CWF) AROUND CLASS A AND CLASS A NORTH EMBANKMENTS $ 39,746.32
EnergySolutions Clive Facility Surety Summary
Attachment II-7-1 2024 Overall Facility Closure Cost Summary
April 2025 1
Section Item 11e.(2)LLRW MW106CLOSURE PERIOD STORMWATER MANAGEMENT $ 59,254.88 107 RAIL OUTSIDE OF SECTION 32 $ 314,861.73
200 TEMPORARY STORAGE TANKS $ 1,234.02
201 DISPOSAL OF EQUIPMENT $ 163,990.55
202 ON SITE OPEN AREA $ 237,698.72
203 HEALTH PHYSICS STAFF AND RAD SURVEY EQUIPMENT $ 1,779,084.63
204 DISPOSAL VOLUMES AND LINER CONSTRUCTION $ 243,157.11
205 SETTLEMENT MONITORING $ 3,315,023.18 207 COVER CONSTRUCTION $ 7,424,047.53 208 GENERAL CLOSURE OF SECTION $ 1,203,841.40
209 GENERAL CLEANUP COST CATEGORIES (not in any previously-defined areas) $ 238,757.70
210 STOCKPILES OF CLOSURE ASSETS $ (491,922.99)
211 INITIAL MOBILIZATION FOR SECURITY, SURVEY, AND SETTLEMENT MONITORING $ 614,769.58
215 POTENTIAL GROUNDWATER REMEDIATION SYSTEM (IF NEEDED) $ 324,369.13
216 HYDROCARBON PLUME WELL INSTALLATION AND MONITORING $ 155,967.34
217 CLOSURE DRAINAGE DITCH FROM SOUTH WEST CORNER TO DISCHARGE IN
SECTION 31 $ 162,746.54
SUBTOTALS 22,598,668.85$
Attachment II-7-1 2024 Overall Facility Closure Cost Summary
April 2025 2
Section Item 11e.(2)LLRW MWMW
I Treatment of Stored Waste $ 3,083,857.95
III Storage Pads and MW Truck Unloading Facility $ 62,759.69
IV Pump House and Water Tank $ 1,238.30 V Mixed Waste Storage Building $ 40,321.89 VI Mixed Waste Treatment Building $ 44,506.08
VII Mixed Waste Operations Building $ 60,441.75
VIII Rail Car Unloading Facility $ 1,439.85
IX Railroads Inside Restricted Area $ 20,686.31
X Roads Inside Restricted Area $ 47,454.28
XI Reagent Delivery Silos $ 3,026.87
XII Evaporation Pond and Mixed Waste Surface Impoundment $ 28,218.45 XIII Evaporation Tanks $ 2,633.64 XIV On Site Open Area $ 24,166.70
XV Health Physics Staff and Radiation Survey Equipment $ 1,779,084.63
XVI Cell Closure $ 4,238,523.14
XVII General Closure of Section $ 120,239.80
XVIII VTD Condensate Costs $ 230,924.73
XVIV POTENTIAL GROUNDWATER REMEDIATION SYSTEM (IF NEEDED) $ 324,369.13
SUBTOTALS 10,113,893.21$ Indirect Multipliers 11e.(2)LLRW MW
Working Conditions (5.5%)236,187.60$ 1,242,926.79$ 556,264.13$ Mobilization, Overhead, and Tools & Equipment (15%)644,148.00$ 3,389,800.33$ 1,517,083.98$ Contingency (10%) plus 10% of MTE 493,846.80$ 2,598,846.92$ 1,163,097.72$
Engineering and Redesign (2.25%)96,622.20$ 508,470.05$ 227,562.60$
Profit (10%)429,432.00$ 2,259,866.89$ 1,011,389.32$
Management Fee (Annual Inflation%)2,116,634.09$ 2,116,634.09$ 2,116,634.09$
CLOSURE EQUIPMENT PURCHASE (Annual Inflation%)931,435.26$ 4,901,636.77$ 2,193,696.95$
CLOSURE EQUIPMENT OPERATION AND MAINTENANCE (Annual Inflation%)1,015,021.75$ 5,341,507.00$ 2,390,558.12$
DEQ Oversight of Project (4%)171,772.80$ 903,946.75$ 404,555.73$
SUBTOTALS 6,135,100.52$ 23,263,635.57$ 11,580,842.63$ Environmental Monitoring During Closure (Five Years)
400XXVI401XXVIIXXVIII WATER SAMPLES - RCRA NA NA 112,914.20$ 403
XXX
406
XXXIII
407XXXIV
SUBTOTALS -$ 1,574,149.81$ 385,369.68$ Post-Closure Monitoring
11e.(2)
400 LONG TERM SURVEILLANCE (10 CFR 40, Criterion 10: $250,000 in 1978 dollars - CPI Calculator used) $ 1,279,196.00
LLRW
400 Post Operational Monitoring and Maintenance (Year 1-100) $ 14,558.75
401 WATER SAMPLES - Radiological (Year 1-100) $ 135,900.36
72,710.60$
WATER SAMPLES - Radiological NA 679,501.78$ 116,331.08$
Post Operational Monitoring and Maintenance NA 72,793.75$
75,497.35$
GAMMA EXPOSURE MONITORING NA $16,295.09 2,607.21$
AIRBORNE PARTICULATE MONITORING NA 784,985.90$
5,309.24$ RADON EXPOSURE MONITORING NA $20,573.29
Attachment II-7-1 2024 Overall Facility Closure Cost Summary
April 2025 3
Section Item 11e.(2)LLRW MW402EMBANKMENT SURVEY (Year 1-5) $ 12,915.84 403 AIRBORNE PARTICULATE MONITORING (Year 1) $ 156,997.18
404 SOIL SAMPLING (Year 1) $ 94,018.44
406 GAMMA EXPOSURE MONITORING (YEAR 1) $ 3,259.02
407 RADON EXPOSURE MONITORING (Year 1) $ 4,114.66
MW
XXVI Post Operational Monitoring and Maintenance (Year 1-100)14,542.12$
XXVII Water Samples -- Radiological (Year 1-100)23,266.22$
XXVIII Water Samples -- RCRA (Year 1-30)22,582.84$ XXIX Embankment Survey (Year 1-5)12,255.03$ XXX Airborne Particulate Monitoring (Year 1)15,099.47$ XXXI Soil Sampling (Year 1)10,548.98$ XXXIII Gamma Exposure Monitoring (Year 1)521.44$ XXXIV Radon Exposure Monitoring (Year 1)1,061.85$
Attachment II-7-1 2024 Overall Facility Closure Cost Summary
April 2025 4
Section Item 11e.(2)LLRW MW
Year 1 421,764.24$ 99,877.94$
Year 2-5 163,374.94$ 72,646.20$
Year 6-30 150,459.11$ 60,391.18$
Year 31-100 150,459.11$ 37,808.33$
PRESENT VALUE versus FUTURE VALUE
1 Costs are in 2024 dollars, Year 2 -100 activities are converted into 2024 dollars using Future (F) to Present (P) factor.421,764.24$ 99,877.94$
2 Real Return = 1.0%160,155.81$ 72,646.20$
3 158,570.11$ 72,646.20$ 4 ** The Mixed Waste Facility does not use PRESENT VALUE versus FUTURE VALUE 157,000.11$ 72,646.20$
5 calculations in the first 30 years of post-closure. These calculations are 155,445.65$ 72,646.20$
6 used for years 31-100 in the Mixed Waste Facility portion **141,739.28$ 60,391.18$
7 140,335.92$ 60,391.18$ 8 138,946.46$ 60,391.18$
9 137,570.75$ 60,391.18$
10 136,208.67$ 60,391.18$
11 134,860.06$ 60,391.18$ 12 133,524.82$ 60,391.18$
13 132,202.79$ 60,391.18$
14 130,893.85$ 60,391.18$
15 129,597.87$ 60,391.18$
16 128,314.72$ 60,391.18$ 17 127,044.28$ 60,391.18$
18 125,786.42$ 60,391.18$
19 124,541.01$ 60,391.18$
20 123,307.93$ 60,391.18$ 21 122,087.06$ 60,391.18$
22 120,878.27$ 60,391.18$
23 119,681.46$ 60,391.18$
24 118,496.50$ 60,391.18$ 25 117,323.26$ 60,391.18$
26 116,161.65$ 60,391.18$
27 115,011.53$ 60,391.18$
28 113,872.80$ 60,391.18$ 29 112,745.35$ 60,391.18$
30 111,629.06$ 60,391.18$
31 110,523.82$ 27,773.14$
32 109,429.53$ 27,498.16$ 33 108,346.06$ 27,225.90$
34 107,273.33$ 26,956.33$
35 106,211.22$ 26,689.44$
36 105,159.62$ 26,425.19$ 37 104,118.44$ 26,163.55$
38 103,087.56$ 25,904.51$
39 102,066.89$ 25,648.03$
40 101,056.33$ 25,394.09$
41 100,055.77$ 25,142.66$ 42 99,065.12$ 24,893.72$
43 98,084.28$ 24,647.25$
44 97,113.15$ 24,403.22$
45 96,151.63$ 24,161.60$ 46 95,199.63$ 23,922.38$
47 94,257.06$ 23,685.52$
48 93,323.83$ 23,451.01$
49 92,399.83$ 23,218.82$
Attachment II-7-1 2024 Overall Facility Closure Cost Summary
April 2025 5
Section Item 11e.(2)LLRW MW
50 91,484.98$ 22,988.94$ 51 90,579.19$ 22,761.32$
52 89,682.36$ 22,535.96$
53 88,794.42$ 22,312.83$
54 87,915.27$ 22,091.92$ 55 87,044.82$ 21,873.18$
56 86,182.99$ 21,656.62$
57 85,329.69$ 21,442.20$
58 84,484.84$ 21,229.90$ 59 83,648.36$ 21,019.70$
60 82,820.16$ 20,811.58$
61 82,000.16$ 20,605.53$
62 81,188.27$ 20,401.51$ 63 80,384.43$ 20,199.52$
64 79,588.54$ 19,999.52$
65 78,800.54$ 19,801.51$
66 78,020.33$ 19,605.45$ 67 77,247.86$ 19,411.34$
68 76,483.03$ 19,219.15$
69 75,725.77$ 19,028.86$
Attachment II-7-1 2024 Overall Facility Closure Cost Summary
April 2025 6
Section Item 11e.(2)LLRW MW
70 74,976.01$ 18,840.45$
71 74,233.67$ 18,653.92$
72 73,498.68$ 18,469.22$ 73 72,770.97$ 18,286.36$
74 72,050.47$ 18,105.31$
75 71,337.10$ 17,926.05$
76 70,630.79$ 17,748.56$ 77 69,931.48$ 17,572.83$
78 69,239.09$ 17,398.84$
79 68,553.55$ 17,226.58$
80 67,874.80$ 17,056.02$ 81 67,202.77$ 16,887.15$
82 66,537.40$ 16,719.95$
83 65,878.61$ 16,554.40$
84 65,226.35$ 16,390.50$ 85 64,580.54$ 16,228.22$
86 63,941.13$ 16,067.54$
87 63,308.05$ 15,908.46$
88 62,681.24$ 15,750.95$ 89 62,060.63$ 15,595.00$
90 61,446.17$ 15,440.59$
91 60,837.79$ 15,287.71$
92 60,235.44$ 15,136.35$ 93 59,639.05$ 14,986.49$
94 59,048.56$ 14,838.10$
95 58,463.92$ 14,691.19$
96 57,885.07$ 14,545.73$
97 57,311.95$ 14,401.72$ 98 56,744.51$ 14,259.13$
99 56,182.68$ 14,117.95$
100 55,626.42$ 13,978.17$
POST-CLOSURE SUBTOTALS 1,279,196.00$ 9,805,961.71$ 3,307,512.60$
1,407,270.47$ Grand Totals 11e.(2)LLRW MW
11,708,616.55$ 57,242,415.94$ 25,387,618.12$
TOTAL SURETY VALUE
Closure of Unrestricted Areas (from MOU)
1 Administration Building 32,248.19$
2 LLRW Employee Parking Area 10,475.93$
3 Southwest Storage Pond (Section 6)10,106.60$
4 Water Storage Ponds and Associated Equipment (Section 29)2,317.88$ 5 Shredder Substation 5,485.09$
6 Rail Outside of Section 32 - Moved to LLRW Section 107 -$
7 Excavated Land (borrow Pits) - Section 5 and 29 2,994,880.69$
8 Truck Release Survey Building 8,097.58$ 9 Container Maintenance Shop 7,493.00$
10 Purchasing Warehouse/Maintenance Building 33,604.18$
11 GW Laboratory/DEQ Office Building 5,529.45$
12 Water Tower 3,548.24$ 13 Radio Tower and Support Building Concrete Pad 1,219.45$
94,338,650.61$
Attachment II-7-1 2024 Overall Facility Closure Cost Summary
April 2025 7
Section Item 11e.(2)LLRW MW
14 Rail Repair Foundation Section 29 - Moved to LLRW Section 107 -$ 15 Cement Ramp Used for Off-Loading 1,745.28$ 16 Smoking Hut 580.27$
17 Manhole ORA 013 and Surrounding Area 880.84$
18 Power and Manhole and Surrounding Area on Section 29 627.69$
19 Diesel Fueling Area and Tank 6,341.33$ 20 Cement Foundation near Small Water Pond 600.30$
21 Underground Water Tank, Section 29 988.72$
22 Old Batch Plant Foundation 1,745.28$
23 Abandoning Wells not needed during Post-Closure 5,608.95$ 24 Other Areas Requiring only Radiological Survey 4,219.21$
25 Fencing Removal 1,089.18$
SUBTOTAL 3,139,433.33$
301 Mobilization, Overhead, and Tools and Equipment (15%)470,915.00$
304 Multiplier for Profit (10%)313,943.33$
Total Value for Unresticted Areas 3,924,291.66$
Attachment II-7-1 2024 Overall Facility Closure Cost Summary
April 2025 8
Section Item 11e.(2)LLRW MW 11e.(2)LLRW MW11e.(2)
1 FACILITY DECOMMISSIONING2PLACEMENT OF MATERIAL $ 81,161.41 $ 82,881.03 3 LINER/PROTECTIVE LINER COVER $ 4,756.60 $ 4,875.52 100 RESTORATION OF GRADE $ 1,157,447.74 $ 1,175,716.86 101 SETTLEMENT MONITORING $ 105,508.83 $ 108,146.55 200 COVER CONSTRUCTION $ 2,534,957.02 $ 2,598,330.94 201 STOCKPILES OF CLOSURE ASSETS $ - $ - 203 GROUNDWATER RESTORATION & WELL PLUGGING $ 316,457.69 $ 324,369.13
SUBTOTALS 4,200,289.29$ 4,294,320.03$ LLRW
2 ADMINISTRATION BUILDING $ 746.32 $ 764.98 3 OPERATIONS BUILDING $ 59,944.04 $ 61,442.64 5 ROLLOVER AREA $ - $ - 6 ROLLOVER ENCLOSURE $ 3,266.33 $ 3,347.99 7 CONTAINER STORAGE PAD AND EVAPORATION PONDS $ 190,590.97 $ 195,355.75 8 EQUIPMENT PAD NORTH OF 1997 EVAPORATION POND $ 26,865.69 $ 27,537.33 9 EAST TRUCK UNLOADING FACILITY $ 187,501.56 $ 192,189.10 10 LLRW MAINTENANCE BAY (Inside Restricted Area) $ - $ - 11 LLRW MAINTENANCE SHOP $ 13,191.69 $ 13,521.49 12 RAIL WASH FACILITY ON TRACK NO. 2 $ 228.69 $ 234.41 13 RAIL WASH FACILITY ON TRACK NO. 4 $ 10,193.32 $ 10,448.16 16 INTERMODAL UNLOADING FACILITY $ 71,327.52 $ 74,331.57 17 CLEAN TRANSFER FACILITY $ 3,373.31 $ 3,457.64 18 CONTAINERIZED CLASS A TRAILER $ 1,465.71 $ 1,502.35 26 MOBILE BATCH PLANT $ 17,625.41 $ 18,066.05 27 WIRELESS TOWER SUPPORT SURFACE $ 608.98 $ 624.20
28 GUARD SHACKS (5) $ 1,810.73 $ 1,856.00 29 TRANSPORTATION CASKS $ 10,220.74 $ 10,476.26 31 PLACEMENT OF STORED WASTE $ 3,894,441.79 $ 3,991,802.84 32 DECONTAMINATION ACCESS CONTROL BUILDING $ 11,018.68 $ 11,294.14 33 INTERMODAL CONTAINER WASH BUILDING $ 43,040.55 $ 44,116.56 34 SHREDDER FACILITY $ 208,908.33 $ 214,131.04 35 ROTARY DUMP FACILITY $ 595,012.16 $ 609,887.47 35.A EAST SIDE ROTARY FACILITY (ESRF) $ 675,593.45 $ 692,483.29 36 EAST SIDE DRAINAGE SYSTEM $ 22,320.75 $ 22,878.77 37 AIR MONITORING STATION SURFACE UPGRADES $ 180.32 $ 184.83 38 NEW LLRW OPERATIONS BUILDING $ 31,354.99 $ 32,138.86 39 SRS DU STORAGE BUILDING $ 27,920.97 $ 28,619.00
100 HAUL ROADS FROM THE CLASS A EMBANKMENT TO THE AREA AROUND THE LLRW MAINTENANCE SHOP AND BAY $ 84,435.20 $ 82,037.61
101 ROADS FROM ROLLOVER TO SOUTH SIDE OF THE 1997 EVAPORATION POND, AREA BETWEEN TRACKS 2 AND 3, AND AREA AROUND IUF $ 151,158.92 $ 157,786.88
102 ROADS SOUTH OF THE 1997 POND, SITE ACCESS ROADS ALONG THE SOUTH AND NORTH BORDERS OF SECTION 32, HAUL ROAD ALONG THE WEST SIDE OF THE 11E.(2) EMBANKMENT $ 80,863.48 $ 82,885.07
103 RAIL TRACK AND RAILROAD BEDS WITHIN THE RESTRICTED AREA $ 221,111.45 $ 226,639.23
105 HAUL ROADS (LARGE COMPONENT AND CWF) AROUND CLASS A AND CLASS A NORTH EMBANKMENTS $ 38,776.90 $ 39,746.32
106 CLOSURE PERIOD STORMWATER MANAGEMENT $ 57,809.64 $ 59,254.88 107 RAIL OUTSIDE OF SECTION 32 $ 307,182.17 $ 314,861.73 200 TEMPORARY STORAGE TANKS $ 1,203.92 $ 1,234.02 201 DISPOSAL OF EQUIPMENT $ 159,990.78 $ 163,990.55
202 ON SITE OPEN AREA $ 231,901.19 $ 237,698.72 203 HEALTH PHYSICS STAFF AND RAD SURVEY EQUIPMENT $ 1,735,692.33 $ 1,779,084.63 204 DISPOSAL VOLUMES AND LINER CONSTRUCTION $ 149,003.58 $ 243,157.11 205 SETTLEMENT MONITORING $ 3,688,882.31 $ 3,315,023.18 207 COVER CONSTRUCTION $ 7,820,185.77 $ 7,424,047.53 208 GENERAL CLOSURE OF SECTION $ 1,452,299.38 $ 1,203,841.40 209 GENERAL CLEANUP COST CATEGORIES (not in any previously-defined areas) $ 232,934.34 $ 238,757.70 210 STOCKPILES OF CLOSURE ASSETS $ (303,093.75) $ (491,922.99)
211 INITIAL MOBILIZATION FOR SECURITY, SURVEY, AND SETTLEMENT MONITORING $ 599,775.20 $ 614,769.58
215 POTENTIAL GROUNDWATER REMEDIATION SYSTEM (IF NEEDED) $ 316,457.69 $ 324,369.13
216 HYDROCARBON PLUME WELL INSTALLATION AND MONITORING $ 152,163.25 $ 155,967.34
217 CLOSURE DRAINAGE DITCH FROM SOUTH WEST CORNER TO DISCHARGE IN SECTION 31 $ 158,777.11 $ 162,746.54
SUBTOTALS 23,446,263.87$ 22,598,668.85$ MW
I Treatment of Stored Waste $ 2,484,166.99 $ 3,083,857.95 III Storage Pads and MW Truck Unloading Facility $ 61,228.96 $ 62,759.69
IV Pump House and Water Tank $ 1,208.10 $ 1,238.30 V Mixed Waste Storage Building $ 39,338.43 $ 40,321.89 VI Mixed Waste Treatment Building $ 43,420.57 $ 44,506.08 VII Mixed Waste Operations Building $ 58,967.56 $ 60,441.75 VIII Rail Car Unloading Facility $ 1,404.73 $ 1,439.85 IX Railroads Inside Restricted Area $ 20,181.76 $ 20,686.31 X Roads Inside Restricted Area $ 46,296.86 $ 47,454.28
XI Reagent Delivery Silos $ 2,953.04 $ 3,026.87
XII Evaporation Pond and Mixed Waste Surface Impoundment $ 27,530.20 $ 28,218.45 XIII Evaporation Tanks $ 2,569.41 $ 2,633.64 XIV On Site Open Area $ 23,577.27 $ 24,166.70 XV Health Physics Staff and Radiation Survey Equipment $ 1,735,692.33 $ 1,779,084.63 XVI Cell Closure $ 4,138,552.58 $ 4,238,523.14 XVII General Closure of Section $ 117,307.13 $ 120,239.80 XVIII VTD Condensate Costs $ 298,512.46 $ 230,924.73 XVIV POTENTIAL GROUNDWATER REMEDIATION SYSTEM (IF NEEDED) $ 316,457.69 $ 324,369.13 SUBTOTALS 9,419,366.07$ 10,113,893.21$
EnergySolutions Clive Facility Surety Summary
2023 Annual Surety Review (Currently Approved)2024 Annual Update
Attachment II-7-1
Overall Facility Closure Cost Summary 2023 Annual Review (Approved) vs. 2024 Annual ReviewApril 2025 1
Section Item 11e.(2)LLRW MW 11e.(2)LLRW MWIndirect Multipliers 11e.(2)LLRW MW 11e.(2)LLRW MW
Working Conditions (5.5%)231,015.91$ 1,289,544.51$ 518,065.13$ 236,187.60$ 1,242,926.79$ 556,264.13$
2019 - Mobilization / 2020 - Mobilization, Overhead, and Tools & Equipment (15%)630,043.39$ 3,516,939.58$ 1,412,904.91$ 644,148.00$ 3,389,800.33$ 1,517,083.98$
Contingency (10%) / Contingency (10%) plus 10% of MTE 483,033.27$ 2,696,320.35$ 1,083,227.10$ 493,846.80$ 2,598,846.92$ 1,163,097.72$
Engineering and Redesign (2.25%)94,506.51$ 527,540.94$ 211,935.74$ 96,622.20$ 508,470.05$ 227,562.60$
Profit and Overhead (15%) / 2020 - Profit (10%)420,028.93$ 2,344,626.39$ 941,936.61$ 429,432.00$ 2,259,866.89$ 1,011,389.32$
Management Fee (Annual Inflation%)2,065,008.87$ 2,065,008.87$ 2,065,008.87$ 2,116,634.09$ 2,116,634.09$ 2,116,634.09$
CLOSURE EQUIPMENT PURCHASE (Annual Inflation%)911,944.73$ 5,090,529.57$ 2,028,863.50$ 931,435.26$ 4,901,636.77$ 2,193,696.95$
CLOSURE EQUIPMENT OPERATION AND MAINTENANCE (Annual Inflation%)969,543.57$ 5,412,049.69$ 2,157,007.42$ 1,015,021.75$ 5,341,507.00$ 2,390,558.12$
DEQ Oversight of Project (4%)168,011.57$ 937,850.55$ 376,774.64$ 171,772.80$ 903,946.75$ 404,555.73$
SUBTOTALS 5,973,136.75$ 23,880,410.45$ 10,795,723.91$ 6,135,100.52$ 23,263,635.57$ 11,580,842.63$ Environmental Monitoring During Closure (Five Years)
400XXVI
401XXVIIXXVIII WATER SAMPLES - RCRA NA NA 110,160.20$ NA NA 112,914.20$ 403XXX403XXXIII407
XXXIV SUBTOTALS -$ 1,535,755.91$ 375,970.42$ -$ 1,574,149.81$ 385,369.68$ Post-Closure Monitoring
11e.(2)
400 LONG TERM SURVEILLANCE (10 CFR 40, Criterion 10: $250,000 in 1978 dollars - CPI Calculator used) $ 1,226,984.00 $ 1,279,196.00
LLRW400 Post Operational Monitoring and Maintenance (Year 1-100) $ 14,203.66 $ 14,558.75 401 WATER SAMPLES - Radiological (Year 1-100) $ 132,585.71 $ 135,900.36 402 EMBANKMENT SURVEY (Year 1-5) $ 12,600.82 $ 12,915.84 403 AIRBORNE PARTICULATE MONITORING (Year 1) $ 153,167.98 $ 156,997.18 404 SOIL SAMPLING (Year 1) $ 91,725.31 $ 94,018.44 406 GAMMA EXPOSURE MONITORING (YEAR 1) $ 3,179.53 $ 3,259.02 407 RADON EXPOSURE MONITORING (Year 1) $ 4,014.30 $ 4,114.66
MW
XXVI Post Operational Monitoring and Maintenance (Year 1-100)14,187.43$ 14,542.12$ XXVII Water Samples -- Radiological (Year 1-100)22,698.75$ 23,266.22$ XXVIII Water Samples -- RCRA (Year 1-30)22,032.04$ 22,582.84$ XXIX Embankment Survey (Year 1-5)11,956.12$ 12,255.03$ XXX Airborne Particulate Monitoring (Year 1)14,731.19$ 15,099.47$ XXXI Soil Sampling (Year 1)10,291.69$ 10,548.98$ XXXIII Gamma Exposure Monitoring (Year 1)508.72$ 521.44$ XXXIV Radon Exposure Monitoring (Year 1)1,035.95$ 1,061.85$
Year 1 411,477.30$ 97,441.89$ 421,764.24$ 99,877.94$ Year 2-5 159,390.19$ 70,874.34$ 163,374.94$ 72,646.20$ Year 6-30 146,789.37$ 58,918.22$ 150,459.11$ 60,391.18$ Year 31-100 146,789.37$ 36,886.18$ 150,459.11$ 37,808.33$
PRESENT VALUE versus FUTURE VALUE1Costs are in 2022 dollars, Year 2 -100 activities are converted into 2022 dollars using Future (F) to Present (P) factor.411,477.30$ 97,441.89$ 421,764.24$ 99,877.94$ 2 Real Return = 1.0%156,249.57$ 70,874.34$ 160,155.81$ 72,646.20$ 3 154,702.54$ 70,874.34$ 158,570.11$ 72,646.20$ 4 ** The Mixed Waste Facility does not use PRESENT VALUE versus FUTURE VALUE 153,170.84$ 70,874.34$ 157,000.11$ 72,646.20$ 5 calculations in the first 30 years of post-closure. These calculations are 151,654.29$ 70,874.34$ 155,445.65$ 72,646.20$ 6 used for years 31-100 in the Mixed Waste Facility portion **138,282.23$ 58,918.22$ 141,739.28$ 60,391.18$ 7 136,913.10$ 58,918.22$ 140,335.92$ 60,391.18$ 8 135,557.52$ 58,918.22$ 138,946.46$ 60,391.18$ 9 134,215.37$ 58,918.22$ 137,570.75$ 60,391.18$ 10 132,886.50$ 58,918.22$ 136,208.67$ 60,391.18$ 11 131,570.79$ 58,918.22$ 134,860.06$ 60,391.18$ 12 130,268.11$ 58,918.22$ 133,524.82$ 60,391.18$ 13 128,978.33$ 58,918.22$ 132,202.79$ 60,391.18$ 14 127,701.32$ 58,918.22$ 130,893.85$ 60,391.18$ 15 126,436.95$ 58,918.22$ 129,597.87$ 60,391.18$ 16 125,185.10$ 58,918.22$ 128,314.72$ 60,391.18$ 17 123,945.64$ 58,918.22$ 127,044.28$ 60,391.18$ 18 122,718.46$ 58,918.22$ 125,786.42$ 60,391.18$ 19 121,503.42$ 58,918.22$ 124,541.01$ 60,391.18$ 20 120,300.42$ 58,918.22$ 123,307.93$ 60,391.18$ 21 119,109.32$ 58,918.22$ 122,087.06$ 60,391.18$ 22 117,930.02$ 58,918.22$ 120,878.27$ 60,391.18$ 23 116,762.40$ 58,918.22$ 119,681.46$ 60,391.18$ 24 115,606.34$ 58,918.22$ 118,496.50$ 60,391.18$ 25 114,461.72$ 58,918.22$ 117,323.26$ 60,391.18$ 26 113,328.44$ 58,918.22$ 116,161.65$ 60,391.18$ 27 112,206.37$ 58,918.22$ 115,011.53$ 60,391.18$ 28 111,095.42$ 58,918.22$ 113,872.80$ 60,391.18$ 29 109,995.46$ 58,918.22$ 112,745.35$ 60,391.18$ 30 108,906.40$ 58,918.22$ 111,629.06$ 60,391.18$ 31 107,828.12$ 27,095.74$ 110,523.82$ 27,773.14$ 32 106,760.51$ 26,827.47$ 109,429.53$ 27,498.16$ 33 105,703.48$ 26,561.85$ 108,346.06$ 27,225.90$ 34 104,656.91$ 26,298.86$ 107,273.33$ 26,956.33$ 35 103,620.70$ 26,038.48$ 106,211.22$ 26,689.44$ 36 102,594.75$ 25,780.67$ 105,159.62$ 26,425.19$ 37 101,578.96$ 25,525.42$ 104,118.44$ 26,163.55$ 38 100,573.23$ 25,272.69$ 103,087.56$ 25,904.51$ 39 99,577.46$ 25,022.47$ 102,066.89$ 25,648.03$ 40 98,591.54$ 24,774.72$ 101,056.33$ 25,394.09$ 41 97,615.39$ 24,529.42$ 100,055.77$ 25,142.66$ 42 96,648.90$ 24,286.56$ 99,065.12$ 24,893.72$ 43 95,691.98$ 24,046.10$ 98,084.28$ 24,647.25$ 44 94,744.53$ 23,808.02$ 97,113.15$ 24,403.22$ 45 93,806.47$ 23,572.29$ 96,151.63$ 24,161.60$ 46 92,877.69$ 23,338.91$ 95,199.63$ 23,922.38$
Post Operational Monitoring and Maintenance NA 71,018.29$ 70,937.17$
WATER SAMPLES - Radiological NA 662,928.57$ 113,493.73$
AIRBORNE PARTICULATE MONITORING NA 765,839.90$ 73,655.95$
GAMMA EXPOSURE MONITORING NA $15,897.65 2,543.62$
RADON EXPOSURE MONITORING NA $20,071.51 5,179.74$
NA 72,793.75$ 72,710.60$
NA 679,501.78$ 116,331.08$
NA 784,985.90$ 75,497.35$
NA 16,295.09$ 2,607.21$
NA 20,573.29$ 5,309.24$
Attachment II-7-1
Overall Facility Closure Cost Summary 2023 Annual Review (Approved) vs. 2024 Annual ReviewApril 2025 2
Section Item 11e.(2)LLRW MW 11e.(2)LLRW MW4791,958.11$ 23,107.83$ 94,257.06$ 23,685.52$ 48 91,047.63$ 22,879.04$ 93,323.83$ 23,451.01$ 49 90,146.17$ 22,652.51$ 92,399.83$ 23,218.82$ 50 89,253.64$ 22,428.23$ 91,484.98$ 22,988.94$ 51 88,369.94$ 22,206.17$ 90,579.19$ 22,761.32$ 52 87,494.99$ 21,986.30$ 89,682.36$ 22,535.96$ 53 86,628.70$ 21,768.62$ 88,794.42$ 22,312.83$ 54 85,770.99$ 21,553.09$ 87,915.27$ 22,091.92$ 55 84,921.77$ 21,339.69$ 87,044.82$ 21,873.18$ 56 84,080.96$ 21,128.41$ 86,182.99$ 21,656.62$ 57 83,248.48$ 20,919.21$ 85,329.69$ 21,442.20$ 58 82,424.24$ 20,712.09$ 84,484.84$ 21,229.90$ 59 81,608.15$ 20,507.02$ 83,648.36$ 21,019.70$ 60 80,800.15$ 20,303.98$ 82,820.16$ 20,811.58$ 61 80,000.15$ 20,102.95$ 82,000.16$ 20,605.53$ 62 79,208.07$ 19,903.91$ 81,188.27$ 20,401.51$ 63 78,423.83$ 19,706.85$ 80,384.43$ 20,199.52$ 64 77,647.36$ 19,511.73$ 79,588.54$ 19,999.52$ 65 76,878.57$ 19,318.54$ 78,800.54$ 19,801.51$ 66 76,117.40$ 19,127.27$ 78,020.33$ 19,605.45$ 67 75,363.76$ 18,937.89$ 77,247.86$ 19,411.34$ 68 74,617.59$ 18,750.39$ 76,483.03$ 19,219.15$ 69 73,878.80$ 18,564.74$ 75,725.77$ 19,028.86$ 70 73,147.32$ 18,380.93$ 74,976.01$ 18,840.45$ 71 72,423.09$ 18,198.94$ 74,233.67$ 18,653.92$ 72 71,706.03$ 18,018.75$ 73,498.68$ 18,469.22$ 73 70,996.07$ 17,840.35$ 72,770.97$ 18,286.36$ 74 70,293.14$ 17,663.71$ 72,050.47$ 18,105.31$ 75 69,597.17$ 17,488.83$ 71,337.10$ 17,926.05$ 76 68,908.09$ 17,315.67$ 70,630.79$ 17,748.56$ 77 68,225.83$ 17,144.23$ 69,931.48$ 17,572.83$ 78 67,550.33$ 16,974.48$ 69,239.09$ 17,398.84$ 79 66,881.51$ 16,806.42$ 68,553.55$ 17,226.58$ 80 66,219.32$ 16,640.02$ 67,874.80$ 17,056.02$ 81 65,563.68$ 16,475.26$ 67,202.77$ 16,887.15$ 82 64,914.54$ 16,312.14$ 66,537.40$ 16,719.95$ 83 64,271.82$ 16,150.64$ 65,878.61$ 16,554.40$ 84 63,635.46$ 15,990.73$ 65,226.35$ 16,390.50$ 85 63,005.41$ 15,832.41$ 64,580.54$ 16,228.22$ 86 62,381.59$ 15,675.65$ 63,941.13$ 16,067.54$ 87 61,763.95$ 15,520.44$ 63,308.05$ 15,908.46$ 88 61,152.43$ 15,366.78$ 62,681.24$ 15,750.95$ 89 60,546.96$ 15,214.63$ 62,060.63$ 15,595.00$ 90 59,947.49$ 15,063.99$ 61,446.17$ 15,440.59$ 91 59,353.95$ 14,914.84$ 60,837.79$ 15,287.71$ 92 58,766.28$ 14,767.17$ 60,235.44$ 15,136.35$ 93 58,184.44$ 14,620.96$ 59,639.05$ 14,986.49$ 94 57,608.36$ 14,476.20$ 59,048.56$ 14,838.10$ 95 57,037.98$ 14,332.87$ 58,463.92$ 14,691.19$ 96 56,473.24$ 14,190.96$ 57,885.07$ 14,545.73$ 97 55,914.10$ 14,050.46$ 57,311.95$ 14,401.72$ 98 55,360.50$ 13,911.34$ 56,744.51$ 14,259.13$ 99 54,812.37$ 13,773.61$ 56,182.68$ 14,117.95$ 100 54,269.68$ 13,637.23$ 55,626.42$ 13,978.17$ POST-CLOSURE SUBTOTALS 1,226,984.00$ 9,566,791.91$ 3,226,841.56$ 1,279,196.00$ 9,805,961.71$ 3,307,512.60$ 1,372,946.80$ Grand Totals 11e.(2)LLRW MW 11e.(2)LLRW MW
11,400,410.04$ 58,429,222.14$ 23,817,901.96$ 11,708,616.55$ 57,242,415.94$ 25,387,618.12$
TOTAL SURETY VALUE
Closure of Unrestricted Areas (from MOU)
1 Administration Building 31,461.64$ 32,248.19$ 2 LLRW Employee Parking Area 10,220.42$ 10,475.93$ 3 Southwest Storage Pond (Section 6)9,860.10$ 10,106.60$ 4 Water Storage Ponds and Associated Equipment (Section 29)2,261.35$ 2,317.88$ 5 Shredder Substation 5,351.31$ 5,485.09$ 6 Rail Outside of Section 32 -$ -$ 7 Excavated Land (borrow Pits) - Section 5 and 29 2,921,834.82$ 2,994,880.69$ 8 Truck Release Survey Building 7,900.08$ 8,097.58$ 9 Container Maintenance Shop 7,310.24$ 7,493.00$ 10 Purchasing Warehouse/Maintenance Building 32,784.57$ 33,604.18$ 11 GW Laboratory/DEQ Office Building 5,394.59$ 5,529.45$ 12 Water Tower 1,897.11$ 3,548.24$ 13 Radio Tower and Support Building Concrete Pad 1,189.70$ 1,219.45$ 14 Rail Repair Foundation Section 29 -$ -$ 15 Cement Ramp Used for Off-Loading 1,702.71$ 1,745.28$ 16 Smoking Hut 566.12$ 580.27$ 17 Manhole ORA 013 and Surrounding Area 859.36$ 880.84$ 18 Power and Manhole and Surrounding Area on Section 29 612.38$ 627.69$ 19 Diesel Fueling Area and Tank 6,186.66$ 6,341.33$ 20 Cement Foundation near Small Water Pond 585.66$ 600.30$ 21 Underground Water Tank, Section 29 964.60$ 988.72$ 22 Old Batch Plant Foundation 1,702.71$ 1,745.28$ 23 Abandoning Wells not needed during Post-Closure 5,472.14$ 5,608.95$ 24 Other Areas Requiring only Radiological Survey 4,116.30$ 4,219.21$ 25 Fencing Removal 1,062.61$ 1,089.18$
SUBTOTAL 3,061,297.19$ 3,139,433.33$
301 Mobilization, Overhead, and Tools and Equipment (15%)459,194.58$ 470,915.00$ 304 Multiplier for Profit (10%)306,129.72$ 313,943.33$
Total Value for Unresticted Areas
93,647,534.15$
3,826,621.49$ 3,924,291.66$
94,338,650.61$
Attachment II-7-1
Overall Facility Closure Cost Summary 2023 Annual Review (Approved) vs. 2024 Annual ReviewApril 2025 3

Part B Permit
Attachment II-7-2
Mixed Waste Details
2024 Part B Permit Closure Cost Calculations Quantity Calculations Assumptions
12
34
56
78
910
1112
1314
15
16
17
1819
2021
2223
2425
2627
2829
3031
323334
35
3637
3839
4041
42
4344
4546
4748
4950
5152
5354
5556
5758
5960
6162
6364
6566
6768
69
7071
7273
7475
7677
7879
8081
8283
8485
A B C D E F G H I J K L M N O PQ R S T U V W X Y Z AA AB AC AG AH AI AJ AK ALITREATMENT OF STORED WASTE CY COST (NO MU)EXT. TOTAL 2021 Inflation:1.04200 (Provided b
Maximum volume of waste allowed in storage 15625.0 6,000 cy 2022 Inflation:1.07000 (Provided b Assume that it will take 6 months with 3 laborers to treat and that the maximum of waste allowed will need to be treated.2023 Inflation:1.03700 (Provided b
Treat stored waste to LDR using permitted treatment processes.2024 Inflation:1.02500 (Provided b Assume all 7,500 cubic yards in storage will require treatment.3 laborers 40 hr 26 wk 39.13$ 122,085.60$
Formula Development for waste awaiting treatment:Assume that there are 4 waste streams without existing formulas. This is not a compliance point for the surety because wastes
may become designated for treatment or require new formulas due to information generated after a given waste arrives on site (HSWA Analysis).
Quantity limitations for treatment waste are changed according to facility needs as long as overall treatment costs within the surety remain constant in accordance with Attachment II-7.
The maximum quantity of waste at the site, untreated or awaiting disposal (including thermal desorption condensate), shall not exceed 7,500 cubic yards.Waste in storage is inclusive of all waste outside of permitted disposal areas. This limit includes waste that is generated both on site and off site and includes
materials that when declared a waste would become an untreated hazardous waste, such as water within the surface impoundment, decontaminationwater within the 90-day tanks at the wash bay, and laboratory chemicals.
Treatment of Stored Waste (Based on EnergySolutions experience)
Formula Development 4 Each 28,000.00$ 112,000.00$ Treatment 7,500 CY 300.00$ 2,250,000.00$
Verification Analytical 100 Each Assume average analytical cost is $1,000.1,000.00$ 100,000.00$
Haul Volume 7,500 CY 2.41$ 18,111.85$ Place in Cell 7,500 CY incl incl
Compaction in Cell 7,500 CY incl incl
2020 2,602,197.45$ 2021 Inflation Factor (4.200%):1.04200 2021 2,711,489.74$
2022 Inflation Factor (7.00%):1.07000 2022 2,901,294.02$ 2023 Inflation Factor (3.700%):1.03700 2023 3,008,641.90$
2024 Inflation Factor (2.500%):1.02500 2024 3,083,857.95$ II STAGING AREA
Forecast is developed using "Unit Prices" that include the cost for equipment, labor, and other relavant costs as necessary.
IIIa STORAGE PADS AND MW TRUCK UNLOADING FACILITYAssume all storage pads are excavated 0.5 ft deep; the pad base is 1 ft thick (above grade) throughout the site.
EXCAVATIONEast Container Storage Area (includes 150' x 160' holding area at the south end of the pad)
Asphalt 500 ftl x 160 ft w x 4 in th 0.3 =26,667 987.7 988 cy 10.89$ 10,760.66$ 500 ftl x 160 ft w =80,000 8888.9 8,889 sy 8889 sy
Asphalt Extension 22 ftl x 160 ft w =3,520 391.1 392 sy 392 sy22ftlx160ftw4in th 0.3 =1,173 43.5 44 cy 10.89$ 479.22$
Storage Pad Base 500 ftl x 160 ft w x 0.67 ft th =53,600 1985.2 1,986 cy 2.44$ 4,846.06$ Extension 22 ftl x 160 ft w x 0.67 ft th =2,358 87.3 88 cy 2.44$ 214.73$
Soil Excavation 500 ftl x 160 ft w x 0.5 ft th =40,000 1481.5 1,482 cy 2.44$ 3,616.24$
Extension 22 ftl x 160 ft w x 0.5 ft th =1,760 65.2 66 cy 2.44$ 161.05$ Southeast Container Storage Area (concrete upgrade October 2003; drawing 03023-C03)
Concrete 70 ftl x 96 ft w x 10 in th 0.8 =5,600 207.4 208 cy 16.90$ 3,515.23$ 70 ftl x 96 ft w =6,720 6720.0 6,720 sf 747 sy
Storage Pad Base 70 ftl x 96 ft w x 0.67 ft th =4,502 166.8 167 cy 2.44$ 407.50$ Soil Excavation 70 ftl x 96 ft w x 0.5 ft th =3,360 124.4 125 cy 2.44$ 305.01$
Sump Removal (assume 1 cy per sump))1 ea 1 cy 27.78$ 27.78$ South Container Storage Area (resurfacing upgrade September 2000; drawing 0013-01)
Asphalt 383 ftl x 117 ft w x 4 in th 0.3 =14,937 553.2 554 cy 10.89$ 6,033.81$ 383 ftl x 117 ft w =44,811 4979.0 4,979 sy 4979 sy
Storage Pad Base 383 ftl x 117 ft w x 1 ft th =44,811 1659.7 1,660 cy 2.44$ 4,050.58$ Soil Excavation 383 ftl x 117 ft w x 0.5 ft th =22,406 829.8 830 cy 2.44$ 2,025.29$
Drainage Trough upgrade (2000)Concrete bottom 340 ftl x 3 ft w x 8 in th 0.7 =680 25.2 26 cy 16.90$ 439.40$
340 ftl x 3 ft w =1,020 1020.0 1,020 sfConcrete sides 340 ftl x 4.5 ft ht x 6 in th 0.5 =765 28.3 29 cy 16.90$ 490.10$
340 ftl x 4.5 ft w =1,530 1530.0 1,530 sf(Note: Two sides with width increasing from 0.5' to 4' as the trough slopes east to west; calculated as a single 4.5' wide wall)
Central Container Storage AreaAsphalt 300 ftl x 65 ft w x 4 in th 0.3 =6,500 240.7 241 cy 10.89$ 2,624.82$
300 ftl x 65 ft w =19,500 2166.7 2,167 sy 2167 syStorage Pad Base 300 ftl x 65 ft w x 0.67 ft th =13,065 483.9 484 cy 2.44$ 1,181.01$
Soil Excavation 300 ftl x 65 ft w x 0.5 ft th =9,750 361.1 362 cy 2.44$ 883.32$ Totals:
Debris Excavation 2,091 cy incl incl
Base & Soil Excavation 7,250 cy incl inclRestoration of Grade (soil excavation volume only)2,865 cy 2.41$ 6,918.73$
Final Grade 17,174 sy Not Required
IIIb MW TRUCK UNLOADING FACILITYThis is the 'outside' dock located south of the East Container Storage Area; see drawing 9846-01.
Entire facility is maintained outside of the Restricted Area.The Container Holding Pad (approx. 150' x 160') is included in calcs for the East Container Storage Area above.
DOCKRetaining walls (2 each)30 ftl x 3.33 ft ht x 8 in th 0.7 =66.6 4.9 5 cy 27.78$ 138.88$
99.9 99.9 100 sf50ftlx3.33 ft ht x 8 in th 0.7 =111 8.2 9 cy 27.78$ 249.98$
166.5 166.5 167 sfFloor50ftlx30ftwx8inth0.7 =1000 37.0 38 cy 16.90$ 642.21$
1500 1500.0 1,500 sf
TREATMENT OF STORED WASTE
Attachment II-7-2
Page 1 of 18 April 2025
2024 Part B Permit Closure Cost Calculations Quantity Calculations Assumptions
8687
8889
9091
9293
9495
9697
9899
100101
102103
104
105
106
107108
109110
111112
113114
115116
117118
119120
121122
123124
125126
127128
129130
131
132133
134135
136137
138139
140141
142143144
145
146147
148149
150151
152153
154155
156157
158
159160
161162
163164
165166
167168
169170
A B C D E F G H I J K L M N O PQ R S T U V W X Y Z AA AB AC AG AH AI AJ AK ALRamp20ftlx10ftwx8inth0.7 =133 4.9 5 cy 16.90$ 84.50$
200 200.0 200 sfFootings (2 each)30 ftl x 4 ft w x 12 in th 1 =120 8.9 9 cy 27.78$ 249.98$
120 120.0 120 sf50ftlx4ftwx12inth1=200 14.8 15 cy 27.78$ 416.63$
200 200.0 200 sfRetaining wall (between truck access paved asphalt area and East Container Storage Area)
124 ftl x 3 ft ht x 12 in th 1 =372 13.8 14 cy 27.78$ 388.86$ 372 372.0 372 sf
Retaining wall footing 124 ftl x 3 ft ht x 12 in th 1 =372 13.8 14 cy 27.78$ 388.86$ 372 372.0 372 sf
Fencing and gates (assume)2 cy 27.78$ 55.55$ TRUCK ACCESS PAVED ASPHALT AREA
Asphalt 105 ftl x 96 ft w =10,080 1120.0 1,120 sy -$ 105 ftl x 96 ft w 4 in th 0.3 =3360 124.4 125 cy 10.89$ 1,361.42$
Haul volume 236 cy incl inclConcrete 8" thick demolition area total 1,967 sf
Concrete 12" thick demolition area total 1,064 sf 2020 52,957.40$
2021 Inflation Factor (4.200%):1.04200 2021 55,181.61$ 2022 Inflation Factor (7.00%):1.07000 2022 59,044.32$
2023 Inflation Factor (3.700%):1.03700 2023 61,228.96$
2024 Inflation Factor (2.500%):1.02500 2024 62,759.69$
IVPUMP HOUSE AND WATER TANK
This area is outside the restricted zone.Fig. 9317-M1
COST TO HAUL OFF SITE IS ASSUMED TO BE SAME AS SALVAGE VALUE FOR THE FOLLOWING:Fire Pump
Water PumpWater Tank
DEMOLITION
Pump House Steel Exterior (consider as small steel building - half of demolition module cost)1,353.23$ 676.61$ Wall Dimensions North 20 ftl x 10 ft ht x 3 in th 0.3 =50 1.9 2 cy
Wall Dimensions South 20 ftl x 10 ft ht x 3 in th 0.3 =50 1.9 2 cyWall Dimensions East 14 ftl x 10 ft ht x 3 in th 0.3 =35 1.3 2 cy
Wall Dimensions West 14 ftl x 10 ft ht x 3 in th 0.3 =35 1.3 2 cyRoof Dimensions 23 ftl x 15 ft w x 3 in th 0.3 =86.25 3.2 4 cy
Building Demolition Volume 20 ftl x 14 ft w x 10 ft ht ==2800.0 2,800 cfPump House
Floors 20 ftl x 14 ft w x 8 in th 0.7 =186.7 6.9 7 cy 16.90$ 118.30$ Flooring 20 ftl x 14 ft w =280.0 280 sf
Foundation (Pump House)Stem Wall 68 ft l x 2 ft ht =136 136 sf
Footing Dimensions 68 ft l x 1 ft w =68 68 sf
Debris Volume EstimateStem Wall 136 sf x 6 in th 0.5 =68 2.5 3 cy 27.78$ 83.33$
Footing 68 sf x 2 ft w =136 5.0 6 cy 27.78$ 166.65$
Total Debris volume 28 cy incl incl
EXCAVATION
None needed, outside of Restricted Area 2020 1,044.89$
2021 Inflation Factor (4.200%):1.04200 2021 1,088.78$ 2022 Inflation Factor (7.00%):1.07000 2022 1,164.99$
2023 Inflation Factor (3.700%):1.03700 2023 1,208.10$ 2024 Inflation Factor (2.500%):1.02500 2024 1,238.30$ Va MIXED WASTE STORAGE BUILDING Figures 9517-1, 9517-2, 9517-3, 9535-2, 9535-3
DECONTAMINATIONSludge Tank #0275
Top Dimensions 25 ftl x 5 ft w x 0.25 in th =31.3 32 cfBottom Dimensions 25 ftl x 5 ft w x 0.25 in th =31.3 32 cf
Wall Dimensions 25 ftl x 8 ft w x 0.25 in th =50.0 50 cfWall Dimensions 25 ftl x 8 ft w x 0.25 in th =50.0 50 cf
Debris Volume (cy)6 cy 3.0 351.96$ 1,068.92$
DEMOLITIONMixed Waste Storage building (building metal exterior)
Wall Dimensions North 100 ftl x 20.25 ft ht x 3 in th 0.3 =506.25 18.8 19 cy incl inclWall Dimensions South 100 ftl x 20.25 ft ht x 3 in th 0.3 =506.25 18.8 19 cy incl incl
Wall Dimensions East 60 ftl x 22 ft ht x 3 in th 0.3 =330 12.2 13 cy incl incl
Wall Dimensions West 60 ftl x 22 ft ht x 3 in th 0.3 =330 12.2 13 cy incl inclWall Dimensions Interior 60 ftl x 22 ft ht x 3 in th 0.3 =330 12.2 13 cy incl incl
Roof Dimensions 101 ftl x 60 ft ht x 3 in th 0.3 =1511.25 56.0 56 cy 4.0 1,353.23$ 5,412.90$
Wall Dimensions North 25 ftl x 6 ft ht x 3 in th 0.3 =37.5 1.4 2 cy incl incl(Raised Roof Section)South 25 ftl 6 ft ht x 3 in th 0.3 =37.5 1.4 2 cy incl incl
East 60 ftl 6 ft ht x 3 in th 0.3 =90 3.3 4 cy incl inclWest60ftl6fthtx3inth0.3 =90 3.3 4 cy incl incl
Building Demolition Volume 101 ftl x 60 ft w x 21 ft ht =126945 126945.0 126,945 cfDebris Volume (cy)151 cy incl incl
STORAGE PADS AND MW TRUCK UNLOADING FACILITY
PUMP HOUSE AND WATER TANK
2 cy per unitunits x
units x
Units based on demolition of a 100' x 30' x 12' building
Attachment II-7-2
Page 2 of 18 April 2025
2024 Part B Permit Closure Cost Calculations Quantity Calculations Assumptions
171172
173174
175176
177178
179180
181182
183184
185186
187188
189
190
191
192193
194195
196197
198199
200201
202203
204205
206207
208209
210211
212213
214215
216
217218
219220
221222
223224
225226
227228
229230
231232
233234
235236
237238
239240
241242
243
244245
246247
248249
250251
A B C D E F G H I J K L M N O PQ R S T U V W X Y Z AA AB AC AG AH AI AJ AK ALMixed Waste Storage building (Observation Area)
Wall Dimensions South 24 ftl x 12 ft ht x 3 in th =864 32.0 32 cyEast12ftlx12.5 ft ht x 3 in th =450 16.7 17 cy
West 12 ftl x 12.5 ft ht x 3 in th =450 16.7 17 cyDemolition Volume 66 cy 3.0 114.88$ 344.65$
Foundation (Observation Area) DemolitionStem Wall/Footing 68 lf x 2.5 ft ht =170 170.0 170 sf
Floor Slab 24 lf x 12 ft w =288 288.0 288 sfFooting24lf288.0 288 sf
DEBRIS VOLUME
Foundation (Observation Area) DebrisWall Dimensions South 24 ftl x 12 ft ht x 3 in th =864 32.0 32 cy incl incl
(half loads of soft debris)East 12 ftl 12.5 ft ht 3 in th =450 16.7 17 cy incl inclWest12ftl12.5 ft ht 3 in th =450 16.7 17 cy incl incl
Stem Wall/Footing 68 ftl 2.5 lf w x 1 ft ht =170 6.3 7 cy 27.78$ 194.43$ Floor Slab 24 ftl 12 lf w x 0.5 ft th =144 5.3 6 cy 16.90$ 101.40$
Debris Volume 79 cy incl incl
Mixed Waste Storage Building (Interior Wall)Wall Dimensions Interior 12 lf l x 12.5 ft ht x 4 in th 0.3 =50.0 1.9 2 cy 1.0 114.88$ 114.88$
Debris Volume 2.0 2 cy
Foundation (Mixed Waste Storage Building)
Stem Wall 322 lf x 3 ft ht =966.0 966 sfFooting Dimensions 322 lf x 3 ft w =966.0 966 sf
Footing 322 lf 966.0 966 sf
Debris Volume Estimate (Mixed Waste Storage foundation)Floor Dimensions 100 ftl x 60 ft w x 12 in th 1 =6000 222.2 223 cy 6000 sf 16.90$ 3,768.73$
Stem Wall 966 sf x 8 in th 0.7 =644 23.9 24 cy 27.78$ 666.61$ Footing 966 sf x 1 ft th =966 35.8 36 cy 27.78$ 999.92$
Floor Area 100 ftl x 60 ft w =6000 666.7 667 syDebris Volume 283.0 283 cy incl incl
Mixed Waste Storage Building Secondary Containment Vault
Wall Dimensions long wall 33 ftl x 8 ft ht x 8 in th 0.7 =176 6.5 7 cy 2 28.24$ 395.43$ Wall Dimensions short wall 15 ftl x 8 ft ht x 8 in th 0.7 =80 3.0 3 cy 2 28.24$ 169.47$
Debris Area (sf)256 sf x 2 sides =256 512 sfDebris Volume (cy)10 cy x 2 sides =20 cy
Cover Dimensions 35 ftl x 17 ft w x 8 in th 0.7 =396.7 14.7 15 cyCover Area 35 ftl x 17 ft w =595 595 sf
Floor Dimensions 33 ftl x 15 ft w x 10 in th 0.8 =412.5 15.3 16 cy 55 sy 16.90$ 270.40$ Floor Area 33 ftl x 15 ft w =495 55.0 55 sy
Debris Volume Total 51 cy
Secondary Containment Vault FootingsFooting Dimensions 68 lf x 3 ft w =204 204.0 204 sf
Footing Dimensions 30 lf x 3 ft w =90 90.0 90 sf
98 lfDebris Volume 294 sf x 12 in w 1 =294 10.9 11 cy 27.78$ 305.53$
Foundation (Outside Wash Pad)
Stem Wall East and West 120 lf x 6 in ht 0.5 =60 60.0 60 sfStem Wall South 30 lf x 6 in ht 0.5 =15 15.0 15 sf
Stem Wall North 30 lf x 6 in ht 0.5 =15 15.0 15 sfSum of N and S 30.0 30 sf
Debris Volume Estimate (Outside Wash Pad)
Floor Dimensions 60 ftl x 30 ft w x 12 in th 1 =1800 66.7 67 cy 16.90$ 1,132.31$ Floor Area 60 ftl x 30 ft w x =1800 200.0 200 sy
Stem Wall East and West 60 sf x 6 in th 0.5 =30 1.1 2 cy 2 27.78$ 111.10$ Stem Wall 30 sf x 12 in th 1 =30 1.1 2 cy 2 27.78$ 111.10$
Debris Volume 71 cy incl incl
Outside Dock Walls (dimensions of ht are halved to account for ramp)Wall Dimensions N Ramp wall 67 ftl x 2 ft ht x 8 in th 0.7 =89.3 3.3 4 cy 28.24$ 112.98$
Wall Dimensions S Ramp wall 67 ftl x 2 ft ht x 8 in th 0.7 =89.3 3.3 4 cy 28.24$ 112.98$ Wall Dimensions E wall 26 ftl x 4 ft ht x 8 in th 0.7 =69.3 2.6 3 cy 28.24$ 84.73$
Wall Total (sf)372.0 372 sfWall Total (cy)11 cy incl incl
Floor Dimensions 67 ftl x 26 ft w x 8 in th 0.7 =1161.3 43.0 44 cy 16.90$ 743.61$ Floor Area 67 ftl x 26 ft w =1742 1742.0 1,742 sf
Debris Volume 55 cy incl incl
Outside Dock Footings
Footing Dimensions 67 lf x 2 ft w x 12 in th 1 =134 5.0 5 cy 27.78$ 138.88$ Footing Dimensions 67 lf x 2 ft w x 12 in th 1 =134 5.0 5 cy 27.78$ 138.88$
Footing Dimensions 26 lf x 2 ft w x 12 in th 1 =52 1.9 2 cy 27.78$ 55.55$ Debris Volume 160 lf 12.0 12 cy incl incl
30 cy per load
loads x
sides x
sides x
sides x
sides x
30 cy per load
loads x
Attachment II-7-2
Page 3 of 18 April 2025
2024 Part B Permit Closure Cost Calculations Quantity Calculations Assumptions
252253
254255
256257
258259
260261
262263
264265
266267
268269
270
271
272
273274
275276
277278
279280
281282
283284
285286
287288
289290
291292
293294
295296
297
298299
300301
302303
304305
306307
308309
310311
312313
314315
316317
318319
320321
322323
324
325326
327328
329330
331332
333
A B C D E F G H I J K L M N O PQ R S T U V W X Y Z AA AB AC AG AH AI AJ AK ALDrive Pad (North of Building in restricted area)
Asphalt 250 ftl x 75 ft w x 3 in th 0.3 =4687.5 173.6 174 cy 10.89$ 1,895.10$ Debris Area Total (SY)250 ftl x 75 ft w =18750 2083.3 2,084 sy
Debris Volume Total 174.0 174 cy incl incl
Total Haul Volume Est 889 cy incl incl
EXCAVATION OUTSIDE OF RESTRICTED AREAParking lot
Asphalt 200 ftl x 200 ft w =40,000 4,444 4,445 sy200ftlx200ftw3inth0.3 =10,000 370 371 cy 10.89$ 4,040.69$
Haul volume 371 cy
UTILITIESSeptic Tanks 1 ea x 114.88$ 114.88$
EXCAVATION
Soil Excavation
Drive Pad Base 250 ftl x 75 ft w x 12 in th 1 =18,750 694.4 695 cy 2.44$ 1,695.88$ Soil Excavation of Building 100 ftl x 60 ft w x 6 in th 0.5 =3,000 111.1 112 cy 2.44$ 273.29$
Soil Excavation Drive Pad 250 ftl x 75 ft w x 6 in th 0.5 =9,375 347.2 348 cy 2.44$ 849.16$ Soil Excavation of Outside Pad 60 ftl x 30 ft w x 6 in th 0.5 =900 33.3 34 cy 2.44$ 82.96$
Soil Excavation of 2nd Containment 33 ftl x 15 ft w x 6 in th 0.5 =248 9.2 10 cy 2.44$ 24.40$
Soil Excavation of Outside Dock 67 ftl x 26 ft w x 6 in th 0.5 =871 32.3 33 cy 2.44$ 80.52$ Total Soil 1,232 cy
Restoration of Grade Soil Restoration
Soil Excavation Storage Building 100 ftl x 60 ft w x 6 in ht 0.5 =3,000 111.1 112 cy 6000 2.41$ 270.47$ Soil Excavation Drive Pad 250 ftl x 75 ft w x 6 in th 0.5 =9,375 347.2 348 cy 18750 2.41$ 840.39$
Soil Excavation Outside Pad 60 ftl x 30 ft w x 6 in th 0.5 =900 33.3 34 cy 1800 2.41$ 82.11$ Secondary Containment 33 ftl x 15 ft w x 8 ft ht =3,960 146.7 147 cy 495 2.41$ 354.99$
Outside dock 26 ftl x 67 ft w x 2 ft ht =3,484 129.0 130 cy 1742 2.41$ 313.94$ Total Grade Restoration Area 3,199 sy 3198.556
Total Backfill Volume 771 cy 0
Total Debris VolumeMixed Waste Storage building (building metal exterior)151.1 152 cy incl incl
Mixed Waste Storage building (Framing walls)2.0 2 cy incl inclDebris Volume Estimate (Mixed Waste Storage foundation)283.0 283 cy incl incl
Secondary Containment Stem Wall and Floor)51.0 51 cy incl inclSecondary Containment Footings 11.0 11 cy incl incl
Outside Wash Pad 71.0 71 cy incl incl
Outside Dock Walls 55.0 55 cy incl inclOutside Dock Footings 12.0 12 cy incl incl
Drive Pad (North of Building in restricted area)174.0 174 cy incl inclTotal Debris Volume 811 cy incl incl
Total Soil Excavation 1232.0 1,232 cy incl incl
Vb THERMAL DESORPTION UNITCosts are estimated for triple rinsing of the unit, decontamination, removal, and demolition.566.60$ 566.60$
General assumption that debris volume is 34 cy =34.0 34 cy 17 units x 351.96$ 5,983.33$
2020 34,024.11$ 2021 Inflation Factor (4.200%):1.04200 2021 35,453.12$
2022 Inflation Factor (7.00%):1.07000 2022 37,934.84$ 2023 Inflation Factor (3.700%):1.03700 2023 39,338.43$
2024 Inflation Factor (2.500%):1.02500 2024 40,321.89$ VIa MIXED WASTE TREATMENT BUILDINGDEMOLITIONMixed Waste Treatment building
Mixed Waste Treatment building (building metal exterior)Wall Dimensions N Long 60 ftl x 30 ft ht x 3 in th 0.3 =450 16.7 17 cy incl incl
Wall Dimensions N Short 30 ftl x 30 ft ht x 3 in th 0.3 =225 8.3 9 cy incl inclWall Dimensions South 90 ftl x 30 ft ht x 3 in th 0.3 =675 25.0 25 cy incl incl
Wall Dimensions East 110 ftl x 30 ft ht x 3 in th 0.3 =825 30.6 31 cy incl incl
Wall Dimensions W Long 90 ftl x 30 ft ht x 3 in th 0.3 =675 25.0 25 cy incl inclWall Dimensions W Short 20 ftl x 30 ft ht x 3 in th 0.3 =150 5.6 6 cy incl incl
Wall Dimensions View W 20 ftl x 8 ft ht x 3 in th 0.3 =40 1.5 2 cy incl inclWall Dimensions View N 10 ftl x 8 ft ht x 3 in th 0.3 =20 0.7 1 cy incl incl
Wall Dimensions View S 10 ftl x 8 ft ht x 3 in th 0.3 =20 0.7 1 cy incl inclRoof Dimensions View 21 ftl x 11 ft w x 3 in th 0.3 =57.75 2.1 3 cy incl incl
Roof Dimensions Long 95 ftl x 95 ft w x 3 in th 0.3 =2256.25 83.6 84 cy incl inclRoof Dimensions Short 62 ftl x 22 ft w x 3 in th 0.3 =341 12.6 13 cy incl incl
MIXED WASTE STORAGE BUILDING
2 cy per unit
Attachment II-7-2
Page 4 of 18 April 2025
2024 Part B Permit Closure Cost Calculations Quantity Calculations Assumptions
334335
336337
338339
340341
342343
344345
346347
348349
350351
352
353
354
355356
357358
359360
361362
363364
365366
367368
369370
371372
373374
375376
377378
379
380381
382383
384385
386387
388389
390391
392393
394395
396397
398399
400401
402403
404405
406
407408
409410
411412
413414
415416
417418
A B C D E F G H I J K L M N O PQ R S T U V W X Y Z AA AB AC AG AH AI AJ AK ALDemolition Volume 90 ftl x 90 ft l x 30 ft ht =243000 243,000 cf
Demolition Volume 60 ftl x 20 ft l x 30 ft ht =36000 36,000 cfDemolition Volume 20 ftl x 10 ft l x 8 ft ht =1600 1,600 cf
Demolition Volume Total 280,600 cf 8.0 1,353.23$ 10,825.81$ Debris Volume (cy)217 cy
Foundation (Mixed Waste Treatment Building)
Stem Wall (Main Building)360 ft l x 8 ft ht =2880 2880.0 2,880 sf incl inclStem wall (Equipment Room)100 ft l x 4 ft ht =400 400.0 400 sf incl incl
Stem Wall Total Area 3,280 sf incl inclFooting Dimensions (Exterior N,S)8 ea x 10 ft l x 8 ft w =640.0 640 sf incl incl
Footing Dimensions (Exterior E,W)12 ea x 7 ft l x 7 ft w =588.0 588 sf incl inclFooting Dimensions (Equip room)7 ea x 3 ft l x 3 ft w =63.0 63 sf incl incl
Footing 1,291 sf incl incl
Debris Volume Estimate (Mixed Waste Treatment foundation)Floor Dimensions 90 ftl x 90 ft w x 12 in th 1 =8100 300.0 300 cy 16.90$ 5,070.04$
Area 90 ftl x 90 ft w =8100 900.0 900 syFloor Equipment Area 60 ftl x 20 ft w x 8 in th 0.7 =800 29.6 30 cy 16.90$ 507.00$
Area 60 ftl x 20 ft w =1200 1200.0 1,200 sfFloor View Area 20 ftl x 10 ft w x 6 in th 0.5 =100 3.7 4 cy 16.90$ 67.60$
Area 20 ftl x 10 ft w =200 22.2 23 syStem Wall 3,280 sf x 12 in th 1 =3280 121.5 122 cy 27.78$ 3,388.62$
Footing 1291 sf x 2 ft th =2582 95.6 96 cy 27.78$ 2,666.46$
Debris Volume 552 cy incl incl
Misc WalkwaysAssume a standard for all machines 3.0 3 cy 16.90$ 50.70$
Outside slab footings
Footing Dimensions (Two Rollup Door)54 lf x 8 in w 0.7 =36 36.0 36 sfFooting Dimensions (Receiving Vault)40 lf x 8 in w 0.7 =26.7 26.7 27 sf
63.0 63 sfMisc Footings Volume 63.0 sf x 10.0 in th 0.8 =52.5 1.9 2 cy 27.78$ 55.55$
Footing Dimensions (W. Sidewalk)22 ft x 6 in w 0.5 =11 11.0 11 sf
Footing Dimensions (N. Sidewalk)21 ft x 6 in w 0.5 =10.5 10.5 11 sfFooting Dimensions (E. Sidewalk)11 ft x 6 in w 0.5 =5.5 5.5 6 sf
Footing Dimensions (NE Sidewalk)19 ft x 6 in w 0.5 =9.5 9.5 10 sf38.0 38 sf
Misc Footings Volume 38.0 sf x 6.0 in th 0.5 =19 0.7 1 cy 27.78$ 27.78$
Total volume of outside slab footings 1.9 cy +0.7 cy =2.6 3 cy incl incl
Misc Slab of ConcreteSlab Dimensions (Two Rollup Door)34 ftl x 10 ft w x 10 in th 0.8 =283.3 10.5 11 cy 16.90$ 185.90$
Area 34 ftl x 10 ft w =340 37.8 38 sySlab Dimensions (Receiving Vault)20 ftl x 10 ft w x 10 in th 0.8 =166.7 6.2 7 cy 16.90$ 118.30$
Area 20 ftl x 10 ft w =200 22.2 23 sy
Slab Dimensions (W. Sidewalk)14 ftl x 4 ft w x 6 in th 0.5 =28 1.0 2 cy 16.90$ 33.80$ Area 14 ftl x 4 ft w =56 6.2 7 sy
Slab Dimensions (N. Sidewalk)7 ftl x 7 ft w x 6 in th 0.5 =25.655 1.0 1 cy 16.90$ 16.90$ Area 7 ftl x 7 ft w =51.31 5.7 6 sy
Slab Dimensions (E. Sidewalk)5 ftl x 3.33 ft w x 6 in th 0.5 =8.325 0.3 1 cy 16.90$ 16.90$ Area 5 ftl x 3.33 ft w =16.65 1.9 2 sy
Slab Dimensions (NE Sidewalk)9 ftl x 5 ft w x 6 in th 0.5 =22.5 0.8 1 cy 16.90$ 16.90$ Area 9 ftl x 5 ft w =45 5.0 5 sy
Slab Dimensions (Baghouse)28 ftl x 16 ft w x 24 in th 2 =896 33.2 34 cy 16.90$ 574.60$ Area 28 ftl x 16 ft w =448 49.8 50 sy
Outside slab footings 3 cy 16.90$ 50.70$ Ramp Dimensions 32 ftl x 29 ft w x 10 in th 0.8 =773.33 28.6 29 cy 16.90$ 490.10$
Area 32 ftl x 29 ft w =928 103.1 104 syMisc concrete volume 89 cy incl incl
Misc concrete area 235 syInterior Concrete (Tank walls and footings - see sections VIb-VIf for calculations)
Waste Receiving Tank #1 (essentially a drip pan)41 cyTank #4 & #5 and Wash Tank #6 58 cy
Interior concrete volume 99 cy incl incl
Summary of Debris TotalBuilding Volume 217 cy
Floor and Footing Volume (building)552 cyMisc Volume 89 cy
Interior Concrete 99 cy
Primary and Tertiary Shredder Steel 6 cyMixer Tank #8 2 cy
Dust Collection System 16 cyDebris Total 981 cy
EXCAVATION OF MIXED WASTE TREATMENT BUILDING
Soil Main Area 90 ftl x 90 ft w x 6 in th 0.5 =4050 150.0 150 cy 900 sy 2.44$ 366.02$ Soil Equipment Room 60 ftl x 20 ft w x 6 in th 0.5 =600 22.2 23 cy 133.33 sy 2.44$ 56.12$
Soil View Room 20 ftl x 10 ft w x 6 in th 0.5 =100 3.7 4 cy 22.22 sy 2.44$ 9.76$ Soil Volume 177.0 177 cy incl incl
Units based on demolition of a 100' x 30' x 12' building
units x
Attachment II-7-2
Page 5 of 18 April 2025
2024 Part B Permit Closure Cost Calculations Quantity Calculations Assumptions
419420
421422
423424
425426
427428
429430
431432
433434
435436
437
438
439
440441
442443
444445
446447
448449
450451
452453
454455
456457
458459
460461462
463464
465466
467468
469470
471472
473474
475476
477478
479480
481
482483
484485
486487
488489
490491
492493
494495
496497
498499
500
A B C D E F G H I J K L M N O PQ R S T U V W X Y Z AA AB AC AG AH AI AJ AK ALExterior Soil Excavation
Soil Excavation Two Rollup Door 34 ftl 10 ft w x 6 in th 0.5 =170 6.3 7 cy 37.78 sy 2.44$ 17.08$ Soil Excavation (Receiving Vault)20 ftl 10 ft w x 6 in th 0.5 =100 3.7 4 cy 22.22 sy 2.44$ 9.76$
Soil Excavation (W. Sidewalk)14 ftl 4 ft w x 6 in th 0.5 =28 1.0 2 cy 6.22 sy 2.44$ 4.88$ Soil Excavation (N. Sidewalk)7 ftl 7 ft w x 6 in th 0.5 =25.655 1.0 1 cy 5.70 sy 2.44$ 2.44$
Soil Excavation (E. Sidewalk)5 ftl 3.33 ft w x 6 in th 0.5 =8.325 0.3 1 cy 1.85 sy 2.44$ 2.44$ Soil Excavation (NE Sidewalk)9 ftl 5 ft w x 6 in th 0.5 =22.5 0.8 1 cy 5 sy 2.44$ 2.44$
Soil Excavation Bag House 28 ftl 16 ft w x 6 in th 0.5 =224 8.3 9 cy 49.78 sy 2.44$ 21.96$ 1184.1 1,185 sy
Soil Totals 25.0 25 cy
Total Soil 202.0 202 cy incl inclRestoration of Grade (soil excavation volume)202.0 202 cy 2.41$ 487.81$
VIb WASTE RECEIVING TANK #1DEMOLITIONWaste Receiver Tank #1 (fig. 9317-c5,c8)
Walls 14 ftl x 5 ft ht x 1 ft th =70 2.6 3 cy incl incl Walls 15 ftl x 8 ft ht x 1 ft th =120 4.4 5 cy incl incl
Debris Volume 8 cyArea14ftlx5ftht=70 7.8 8 sy
15 ftl x 8 ft ht =120 13.3 14 sy
Foundation (Waste Receiver Tank #1)
Footing Dimensions (south footing)20 ft l x 13 ft w =260 260.0 260 sf incl inclFooting Dimensions 28 ft l x 3 ft w =84 84.0 84 sf incl incl
Footing Dimensions 28 ft l x 3 ft w =84 84.0 84 sf incl inclFooting84sf+84 sf =168 168.0 168 sf
Area 168 sf +260 sf =428 47.6 48 syTotal Area 8 sy +14 sy +48 sy =70.0 70 sy
Debris Volume EstimateFootings 168 sf x 2 ft th =336 12.4 13 cy 27.78$ 361.08$
Footing Dimensions (south footing)260 sf x 2 ft th =520 19.3 20 cy 27.78$ 555.51$ Walls 8 cy 28.24$ 225.96$
Total Debris 1107 cf 41 cy incl incl
VIc LIQUID WASTE STORAGE TANKS DECONTAMINATION
Triple Rinse Not Required
DEMOLITIONTank steel
Torch Cutting of each tank into fourths to size for disposal 15 ftl x 8 cuts x 2 tanks =232.0 232 lfCut pieces will be nested for disposal 15 ftl x 3 ft h x 3 ft th =4.8 5 cy incl incl
Micellaneous Piping Estimated Volume 3 cy =3.0 3 cy (Assume 1 building unit)1,353.23$ 1,353.23$ Concrete
Leveling Pad 14 ftl x 10 ft w x 0.667 ft th =3.5 4 cy 16.90$ 67.60$
Tank Pad (26'L x 12'w overall), which for ease of volume calculations is subdivided into 3 sections14ftlx10ftw x 0.667 ft th =3.5 4 cy 16.90$ 67.60$
26 ftl x 12 ft w x 0.75 ft th =8.7 9 cy 16.90$ 152.10$ 12 ftl x 12 ft w x 0.5 ft th =2.7 3 cy 16.90$ 50.70$
Debris Total 20.0 20 cy
Area 14 ftl x 10 ft w =15.6 16 sy14ftlx10ftw=15.6 16 sy
26 ftl x 12 ft w =34.7 35 sy12ftlx12ftw=16.0 16 sy
83.0 83 sySump Pump Vault
Walls 5 ftl x 5 ft ht x 1 ft th =25 0.9 1 cy 28.24$ 28.24$ Walls 6 ftl x 5 ft ht x 1 ft th =30 1.1 1 cy 28.24$ 31.38$
Walls 5 ftl x 5 ft ht x 1 ft th =25 0.9 1 cy 28.24$ 26.15$ Debris Total 3.0 4 cy incl incl
Area 80 8.9 9 sy
Foundation Footing Dimensions (south footing)23 ft l x 2 ft w =46.0 46 sf incl incl
Footing Dimensions 3 ft l x 2 ft w =6.0 6 sf incl inclFooting Dimensions 11 ft l x 2 ft w =22.0 22 sf incl incl
Footing Dimensions 11 ft l x 2 ft w =22.0 22 sf incl inclFooting Dimensions 11 ft l x 5 ft w =55.0 55 sf incl incl
151.0 151 sf16.8 17 sy
Debris Volume EstimateSteel Tanks 5 cy +3 cy =8.0 8 cy incl incl
Concrete Tanks 20.0 20 cy incl inclFooting Dimensions 151 sf x 2 ft th =302 11.2 12 cy 27.78$ 333.31$
Sump Walls 4.0 4 cy incl inclTotal Debris 44.0 44 cy incl incl
Total Area 109.0 109 sy incl incl
8 cuts per double-walled tank
Attachment II-7-2
Page 6 of 18 April 2025
2024 Part B Permit Closure Cost Calculations Quantity Calculations Assumptions
501502
503504
505506
507508
509510
511512
513514
515516
517518
519
520
521
522523
524525
526527
528529
530531
532533
534535
536537
538539
540541
542543
544545
546
547548
549550
551552
553554
555556
557558
559560
561562
563564
565566
567568
569570
571572
573
574575
576577
578579
580581
582583
584585
A B C D E F G H I J K L M N O PQ R S T U V W X Y Z AA AB AC AG AH AI AJ AK ALVIdPRIMARY & TERTIARY SHREDDERS, SIZING SCREEN TANK #4, AND TANK #5 & #6
DECONTAMINATIONTriple Rinse Not Required
DEMOLITION
Sizing Tank #4, #5, #6 Walls (North)43 ftl x 9 ft ht x 1 ft th =387 14.3 15 cy incl incl
Walls (from East to West)Wall 1 13 ftl x 9 ft ht x 1 ft th =117 4.3 5 cy incl incl
Wall 2 13 ftl x 9 ft ht x 1 ft th =117 4.3 5 cy incl inclWall 3 13 ftl x 9 ft ht x 1 ft th =117 4.3 5 cy incl incl
Wall 4 13 ftl x 9 ft ht x 1 ft th =117 4.3 5 cy incl inclDebris Total 35.0 35 cy 28.24$ 988.57$
Area 468 52.0 52 syFoundation (Sizing Tank #4, #5, #6)
Footing Dimensions (North footing)43 ft l x 2 ft w =86 86.0 86 sf incl inclFrom East to West
Footing Dimension #1 12 ft l x 3 ft w =36 36.0 36 sf incl inclFooting Dimension #2 12 ft l x 5 ft w =60 60.0 60 sf incl incl
Footing Dimension #3 12 ft l x 5 ft w =60 60.0 60 sf incl inclFooting Dimension #4 12 ft l x 5 ft w =60 60.0 60 sf incl incl
Debris Total 302.0 302 sfArea30233.6 34 sy
Debris Volume Estimate
Footing Dimensions 302 sf x 2 ft th =604 22.4 23 cy 27.78$ 638.84$ Walls 35 cy incl incl
Total Debris 58 cy incl inclTotal Area 86 sy incl incl
Tertiary ShredderTube Lengths 2 pc x 10 ft l =20 0.7 1 cy incl incl
Tube Lengths 2 pc x 6 ft l =12 0.4 1 cy incl inclTube Lengths 2 pc x 5.5 ft l =11 0.4 1 cy incl incl
Tube Lengths 2 pc x 5 ft l =10 0.4 1 cy incl inclTube Lengths 2 pc x 4.5 ft l =9 0.3 1 cy incl incl
Tube Lengths 8 pc x 2.5 ft l =20 0.7 1 cy incl inclTotal Debris 6.0 6 cy 3 units x 351.96$ 1,055.88$
VIe MIXER TANK #8DECONTAMINATIONTriple Rinse Not Required
DEMOLITIONMixer Tank #8
Walls (East)44 ftl x 6 in ht x 0.5 in th 0 =11 0.407 0.4 cy incl incl Walls (from North to South)
Wall 1 10 ftl x 1 ft ht x 0.5 in th 0 =0.42 0.015 0.0 cy incl inclWall 2 9 ftl x 1 ft ht x 0.5 in th 0 =0.38 0.014 0.0 cy incl incl
Wall 3 7 ftl x 1 ft ht x 0.5 in th 0 =0.29 0.011 0.0 cy incl inclWall 4 25 ftl x 1 ft ht x 0.5 in th 0 =1.04 0.039 0.0 cy incl incl
Wall 5 14 ftl x 1 ft ht x 0.5 in th 0 =0.58 0.022 0.0 cy incl incl
Floor 44 ftl x 14 ft ht x 0.75 in th 0.1 =38.5 1.426 1.4 cy incl inclDebris Total 1.9 2 cy 1 units x 351.96$ 351.96$
Torch Cutting to Max dimension of 8ft 46 ft l \8 ft sq =5.75 4.8 5 cuts
16 ft l \8 ft sq =2 1.0 1 cutsTotal Cuts 6 cuts
5 Cuts @ 16 ft l =80 lf1Cut@46ftl=46 lf
Total torch cutting length 126 lf
VIf DUST COLLECTION SYSTEMDEMOLITION
Removal of machinery (for both the original and supplemental baghouses)Assume 6 daysNOTE: Slab is accounted for in bag house footings in Waste Treatment Building Section VIa
Fans and Motors for Dust CollectionFans 9 ftl x 5 ft ht x 4 ft th =180 6.7 7 cy
Motor 2 ftl x 2 ft ht x 2 ft th =8 0.3 1 cyDebris Total 8.0 8 cy incl incl
Supplemental baghouse (2002)Assume debris volume three times the smaller primary baghouse 8 cy x 3 =24.0 24 cy
Total debris volume for dust collection systems 8 cy +24 cy =32.0 32 cy 4 units x 351.96$ 1,407.84$
VIg TURN AROUND AREAAssume area will be excavated 0.5 ft deep
EXCAVATION
Asphalt 110 ftl x 170 ft w =2077.6 2,078 sy110ftlx170ftwx0.25 ft th =173.1 174 cy 10.89$ 1,895.10$
Base 110 ftl x 170 ft w x 0.67 ft th =464.0 465 cy 2.44$ 1,134.65$ Soil Excavation 110 ftl x 170 ft w x 0.5 ft th =346.3 347 cy 2.44$ 846.72$
Haul Volumes:Debris =174.0 174 cy incl incl
Soil =347.0 347 cy incl inclBase=464.0 465 cy incl incl
Total Haul Volume =985.0 986 cy incl incl
2 cy per unit
8 cy per unit
2 cy per unit
Attachment II-7-2
Page 7 of 18 April 2025
2024 Part B Permit Closure Cost Calculations Quantity Calculations Assumptions
586587
588589
590591592
593
594595
596597
598599
600601
602603
604
605
606
607608
609610
611612
613614
615616
617618
619620
621622
623624
625626
627628
629630
631
632633
634635
636637
638639
640641
642643
644645
646647
648649
650651
652653
654655
656657
658
659660
661662
663664
665
A B C D E F G H I J K L M N O PQ R S T U V W X Y Z AA AB AC AG AH AI AJ AK ALRestoration of Grade (soil excavation volume only)=347.0 347 cy 2.41$ 837.97$
Final Grade =2078.0 2,078 sy 2020 37,554.78$
2021 Inflation Factor (4.200%):1.04200 2021 39,132.08$ 2022 Inflation Factor (7.00%):1.07000 2022 41,871.33$
2023 Inflation Factor (3.700%):1.03700 2023 43,420.57$ 2024 Inflation Factor (2.500%):1.02500 2024 44,506.08$ VIIa MIXED WASTE OPERATIONS BUILDING
DECONTAMINATIONAssume misc equipment and furniture included in building demolition for placement in waste cell.
DEMOLITION OF CONTAMINATED AREA
NOTE: All foundation and first floor concrete with building supports are considered in the contaminated area. Operations Building (Exterior)
Mixed Waste Operation building (building metal exterior)Wall Dimensions NE 30 ftl x 27 ft ht x 3 in th 0.3 =202.5 7.5 8 cy
Wall Dimensions East Short 20 ftl x 27 ft ht x 3 in th 0.3 =135 5.0 5 cyWall Dimensions East Long 145 ftl x 25 ft ht x 3 in th 0.3 =906.25 33.6 34 cy
Wall Dimensions NW 88 ftl x 27 ft ht x 3 in th 0.3 =594 22.0 22 cyWall Dimensions South 88 ftl x 27 ft ht x 3 in th 0.3 =594 22.0 22 cy
Wall Dimensions West 175 ftl x 25 ft ht x 3 in th 0.3 =1093.75 40.5 41 cyRoof Dimensions Long 180 ftl x 95 ft w x 3 in th 0.3 =4275 158.3 159 cy
Roof Dimensions Short 60 ftl x 30 ft w x 3 in th 0.3 =450 16.7 17 cy
Demolition Volume 175 ftl x 88 ft w x 27 ft ht =415800.0 415,800 cfDemolition Volume 145 ftl x 30 ft w x 25 ft ht =108750.0 108,750 cf
Demolition Volume Total 524,550 cf 15 1,353.23$ 20,298.39$ Building Debris Subtotal 8250.5 308.0 308 cy
Interior Walls
Fire Wall Process area 90 ftl x 25 ft ht 6 in th 0.5 =1125 41.7 42 cy incl inclFire Wall Office area 145 ftl x 25 ft ht 6 in th 0.5 =1812.5 67.1 68 cy incl incl
Office area 756 lf l x 10 ft ht 6 in th 0.5 =3780 140.0 140 cy incl inclBuilding Debris Subtotal (Interior Walls)250 cy incl incl
Adjustment Building Debris Subtotal (Interior Walls)50% reduction for hollow space betten studs and wallboard.125 cy incl incl
Foundation (Operations Building)Stem Wall 584 ftl x 2 ft ht =1168 1,168 sf
584 ftl x 2 ft ht 6 in w 0.5 =584 21.6 22 cy 27.78$ 611.06$
Footing Dimensions 16 ea x 10 ft l x 8 ft w =1280.0 1,280 sfFooting Dimensions 14 ea x 6 ft l x 6 ft w =504.0 504 sf
Footing Dimensions 12 ea x 4 ft l x 3 ft w =144.0 144 sfFooting1,928 sf
Footings Subtotal 1928 sf x 2.0 ft th =3856 142.8 143 cy 27.78$ 3,971.91$
Door Footing DimensionsFooting Dimensions One Man Door 18 ea 3.5 ft l x 6 in w 0.5 =31.5 31.5 32 sf
Footing Dimensions One Man Door 8 ea 4 ft l x 6 in w 0.5 =16 16.0 16 sf
Footing Dimensions Two Man Door 2 ea 3.5 ft l x 6 in w 0.5 =3.5 3.5 4 sfFooting Dimensions Two Man Door 1 ea 7.33 ft l x 7 ft w =51.31 51.3 52 sf
104 sfFootings Subtotal 104 sf x 10.0 in th 0.8 =87 3.2 4 cy 27.78$ 111.10$
Footing Dimensions Roll Up Door 12 ea 9 ft l x 12 in w 1 =108 108.0 108 sf
Footing Dimensions Roll Up Door 6 ea 14 ft l x 12 in w 1 =84 84.0 84 sfFooting192sf
Footings Subtotal 192.0 sf x 3.0 in th 0.3 =48 1.8 2 cy 27.78$ 55.55$
Footing Debris Volume 149.0 149 cy incl incl
Secondary Containment Bracing 150 lf x 3 ft ht 1 ft th =450 16.7 17 cy 27.78$ 472.18$
Bracing 30 lf x 3 ft ht 1 ft th =90 3.3 4 cy 27.78$ 111.10$ Concrete (Drainage Trench)129 lf x 3 ft w x 1 ft th =387 14.3 15 cy 27.78$ 416.63$
Subtotal Debris 103 36.0 36 cy incl incl
Second Floor Dimensions 96 ft l x 29 ft w x 6.0 in th 0.5 =1392.0 51.6 52 cyFirst Floor Dimensions 175 ftl x 90 ft w x 10.0 in th 0.8 =13125.0 486.1 487 cy 27.78$ 13,526.71$
First Floor Dimensions(Office lab area)148 ftl x 30 ft w x 6.0 in th 0.5 =2220.0 82.2 83 cy 27.78$ 2,305.37$ Floor Subtotal 622 cy incl incl
Door Floor Dimensions
Slab Dimensions (Baghouse)28 ftl 16 ft w x 24 in th 2 =896 33.2 34 cy incl incl
Roll Up Door 14 ftl 9 ft w x 10 in w 0.8 =105 3.9 4 cy incl inclOne Man Door 9 ea 4 ftl 3.5 ft w x 3 in th 0.3 =31.5 1.2 2 cy incl incl
Two Man Door 8 ftl 3.5 ft l x 3 in th 0.3 =7 0.3 1 cy incl inclFloors Subtotal 41 cy 16.90$ 692.91$
Floor Total 663 cy
units x
MIXED WASTE STORAGE BUILDING
Units based on demolition of a 100' x 30' x 12' building
Attachment II-7-2
Page 8 of 18 April 2025
2024 Part B Permit Closure Cost Calculations Quantity Calculations Assumptions
666667
668669
670671
672673
674675
676677
678679
680681
682683
684
685
686
687688
689690
691692
693694
695696
697698
699700
701702
703704
705706
707708
709710
711
712713
714715
716717
718719
720721
722723
724725
726727
728729
730731
732733
734735
736737
738
739740
741742
743744
A B C D E F G H I J K L M N O PQ R S T U V W X Y Z AA AB AC AG AH AI AJ AK ALTotal Demolition Debris
Operations Building 308 cy incl inclInterior Walls 125 cy incl incl
Footing Total 149 cy incl inclSecondary Containment Footing Systems 36 cy incl incl
Floor Dimensions 663 cy incl inclHDPE Liner 145 ftl x 90 ft w x 0.28 in th 0 =304.5 11.3 12 cy incl incl
Drum Mixer 1 cy incl inclDrum Compactor 2 cy incl incl
Micro Extruder and Crusher 7 cy incl inclKinetic Mixer 2 cy incl incl
Dust collection 8 cy incl inclBuilding Volume Debris Total 1,313 cy
UTILITIES
Septic Tanks 2 ea x 114.88$ 229.77$
EXCAVATION OF SECONDARY CONTAINMENT PROCESS AREAPea Gravel Main Area 145 ftl x 90 ft w x 1 ft th =13,050 483.3 484 cy 2.44$ 1,181.01$
Soil Excavation Main Area 175 ftl x 90 ft w x 6 in th 0.5 =7,875 291.7 292 cy 1750 sy 2.44$ 712.51$ Area 175 ftl x 90 ft w =15,750 1750.0 1,750 sy
Soil Excavation East Area 148 ftl x 30 ft w x 6 in th 0.5 =2,220 82.2 83 cy 2.44$ 202.53$ Area 148 ftl x 30 ft w =4,440 493.3 494 sy
Total Contaminated Soil 375 cy
Backfill volume = sum of pea gravel and soil excavation volumes 859 cy 2.41$ 2,074.41$ Restoration of Grade (soil excavation area only)=2244.0 2,244 sy
Total Excavation Debris
Total Pea Gravel 484 cy incl inclTotal Contaminated Soil 375.0 375 cy incl incl
EXCAVATION OUTSIDE OF RESTRICTED AREA
Parking lotAsphalt 150 ftl x 15 ft w =2250 250.0 250 sy
Asphalt 150 ftl x 15 ft w x 3 in th 0.3 =562.5 20.8 21 cy 10.89$ 228.72$ Haul volume 21 cy
Backfill Soil (assume equal volume required)21 cy 2.41$ 50.71$
VIIb SMALL-SCALE MIXER #1DECONTAMINATIONAssume equipment removal and disposal
Total Estimated Debris Volume 1 cy 0.5 units x 351.96$ 175.98$
VIId DRUM COMPACTOR
Debris (estimated)2 cy 1 units x 351.96$ 351.96$
VIIe GRAY WATER TANK
DECONTAMINATIONTriple Rinse Not Required
DEMOLITION
Tank steelTorch Cutting of each tank into fourths to size for disposal
11 ftl x 8 cuts =88.0 88 lfCut pieces will be nested for disposal 11 ftl x 3 ft h x 3 ft th =3.7 4 cy incl incl
Micellaneous Piping Estimated Volume 2 cy =2.0 2 cy incl inclConcrete6cy3unitsx59.54$ 178.61$
Tank Pad 8'L x 8'w overall
8 ftl x 8 w =7.1 8 sy8ftlx8ftwx1ftth=2.4 3 cy 16.90$ 50.70$
Debris Total 9.0 9 cy incl incl
VIIf MICROENCAPSULATION EXTRUDER and CRUSHERDECONTAMINATION
Debris VolumesExtruder 10 ftl x 3 ft w x 5 ft ht =150 5.6 6 cy incl incl
Crusher (Estimated)1 cy incl inclTOTAL volume 7 cy 3.5 units x 351.96$ 1,231.86$
VIIg KINETIC MIXERDECONTAMINATION
Two daysDebris Volume (Estimated)2 cy 1 units x 351.96$ 351.96$
8 cuts per double-walled tank
2 cy per unit
2 cy per unit
2 cy per unit
2 cy per unit
2 cy per unit
Attachment II-7-2
Page 9 of 18 April 2025
2024 Part B Permit Closure Cost Calculations Quantity Calculations Assumptions
745746
747748
749750
751752
753754
755756
757758
759760
761762
763
764765
766767
768769
770771
772773
774775
776777
778779
780781
782783
784785
786787
788789
790
791792
793794
795796
797798
799800
801802
803804
805806
807808
809810
A B C D E F G H I J K L M N O PQ R S T U V W X Y Z AA AB AC AG AH AI AJ AK ALVIIiDUST COLLECTION SYSTEM
DEMOLITIONNOTE: Slab is accounted for in bag house footings in Section VIIa
Fans and Motors for Dust CollectionFans 9 ftl x 5 ft ht x 4 ft th =180 6.7 7 cy incl incl
Motor 2 ftl x 2 ft ht x 2 ft th =8 0.3 1 cy incl inclTotal Debris 8 cy 4 units x 351.96$ 1,407.84$
Assume Debris Volume Estimated at 8 cy incl incl
2020 51,001.50$
2021 Inflation Factor (4.200%):1.04200 2021 53,143.56$ 2022 Inflation Factor (7.00%):1.07000 2022 56,863.61$
2023 Inflation Factor (3.700%):1.03700 2023 58,967.56$ 2024 Inflation Factor (2.500%):1.02500 2024 60,441.75$ VIII RAIL CAR UNLOADING FACILITYDEMOLITION
Railroad PadRetaining walls 30 ftl x 4 ft ht x 1 ft th =120 4.4 5 cy 27.78$ 138.88$
Retaining walls 30 ftl x 4 ft ht x 1 ft th =120 4.4 5 cy 27.78$ 138.88$ Retaining walls 15 ftl x 4 ft ht x 1 ft th =60 2.2 3 cy 27.78$ 83.33$
Retaining walls 15 ftl x 4 ft ht x 1 ft th =60 2.2 3 cy 27.78$ 83.33$ 16 cy incl incl
Area 30 ftl x 4 ft ht x 2 am =240 240.0 240 sf
Area 15 ftl x 4 ft ht x 2 am =120 120.0 120 sf360sf
Floor concrete 15 ftl x 30 ft w x 1 ft th =450 16.7 17 cy 16.90$ 287.30$
Footing Dimension #1 30 ftl x 2 ft w x 1 ft th =60 2.2 3 cy 27.78$ 83.33$
Footing Dimension #2 30 ftl x 2 ft w x 1 ft th =60 2.2 3 cy 27.78$ 83.33$ Footing Dimension #3 15 ftl x 2 ft w x 1 ft th =30 1.1 2 cy 27.78$ 55.55$
Footing Dimension #4 15 ftl x 2 ft w x 1 ft th =30 1.1 2 cy 27.78$ 55.55$ Debris Total 10 cy incl incl
Footing length 30 ftl +15 ft l x 2 ea =90 lf
Total Volume of Debris 16 cy +17 cy +10 cy =43 cy incl incl
EXCAVATION Soil excavation 30 ftl x 15 ft w x 6 in th 0.5 =225 8.3 9 cy 2.44$ 21.96$
Earthen Ramp (included in soil excavation above)15 ftl x 8 ft w x 2 ft ht 240 120 8.9 9 cy incl inclTook Half of cy to account for slope
Pad Fill 30 ftl x 15 ft w x 4 ft ht =1800 66.7 67 cy 2.41$ 161.80$ Total soil volume 83.9 85 cy incl incl
Backfill volume 30 ftl x 15 ft w x 6 in th 0.5 =225 8.3 9 cy 2.41$ 21.73$ Restoration of Grade 30 ftl x 15 ft w =450 50.0 50 sy incl incl
2020 1,214.96$
2021 Inflation Factor (4.200%):1.04200 2021 1,265.99$
2022 Inflation Factor (7.00%):1.07000 2022 1,354.61$ 2023 Inflation Factor (3.700%):1.03700 2023 1,404.73$
2024 Inflation Factor (2.500%):1.02500 2024 1,439.85$ IX RAILROADS INSIDE RESTRICTED AREA
This item includes the removal of all railroad track and bed within the Restricted Area and removal of the Rail Digging Facility.
This Surety item includes demolition and disposal of the rail ties and trackas well as the excavation and disposal of the ballast and base soils.
Defined as the entire length of rail within the Restricted Area
DEMOLITIONTies, Track - (Figure 9416-1); typical spacing is shown below from visual inspection by others (Figure 9315-1)
Ties at 1.5 feet c.c.Ties are 9 ft x 0.58 ft x0.75 ft =0.15 0.15 0.15 cy/Ea
Track cross section area is 0.1052ft2Most of the rail within the restricted are is 110# to 115#. Conservative assumption is 132# rail with an
approximate area of 15.1387 in2 or 0.1052 ft2 as shown in the figure below.
RAIL CAR UNLOADING FACILITY
MIXED WASTE OPERATIONS BUILDING
2 cy per unit
Attachment II-7-2
Page 10 of 18 April 2025
2024 Part B Permit Closure Cost Calculations Quantity Calculations Assumptions
811812
813814
815816
817818
819820
821822
823824
825826
827828
829
830
831
832833
834835
836837
838839
840841
842843
844845
846847
848849
850851
852853
854855
856
857858
859860
861862
863864865
866
867868
869870
871872
873874
875876
877878
879880
881882
883
884885
886887
888889
890891
892893
894895
A B C D E F G H I J K L M N O PQ R S T U V W X Y Z AA AB AC AG AH AI AJ AK AL
RAILROAD DEBRISDebris Volume - rail track (including ties, rails and hardware)1,750 ft /9.09 LF/CY =192.53 cy 38.89$ 7,487.52$
EXCAVATION
Excavate and dispose of ballast and base material Ballast 18.75 sf x 1,750 ft =1215.28 1,216 cy
Base 32.25 sf x 1,750 ft =2090.28 2,091 cyTotal Soil for Disposal 1216 cy +2091 cy =3307 3,307 cy 2.44$ 8,069.44$
Preliminary excavation along railbed 1,750 lf x 50 ft w =87500 87,500 sf
LESS Area for Railbed 1,750 lf x 26 ft w =45500 45,500 sf87,500 sf -45,500 sf =42000.0 42,000 sf
Total Preliminary Excavation Volume 42,000 sf x 0.5 ft =777.78 778 cy 2.44$ 1,898.40$
Haul VolumeAssume that half of the rail has an average distance to the embankment of 1 mile
and that half has an average distance to the embankment of 0.5 mile for hauling purposes3307cy +778 cy =4085 4,085 cy incl incl
Restoration of grade (preliminary excavation only)
Final grade 1,750 lf x 50 ft =9722.22 9,723 sy Not Required 2020 17,455.36$
2021 Inflation Factor (4.200%):1.04200 2021 18,188.49$ 2022 Inflation Factor (7.00%):1.07000 2022 19,461.68$
2023 Inflation Factor (3.700%):1.03700 2023 20,181.76$ 2024 Inflation Factor (2.500%):1.02500 2024 20,686.31$ Xa ROADS INSIDE RESTRICTED AREA NOTE: All roads are assumed to be 25 feet wide and to be excavated at a 6 inch depth of native soil excavation.
EXCAVATIONAsphalt Chips 3,449 lf x 25 ft w x 8 in th 0.7 =57483 2129.0 2,130 cy 10.89$ 23,198.59$
Road Base 3,449 lf x 25 ft w x 12 in th 1 =86225 3193.5 3,194 cy 2.44$ 7,793.71$ Soil 3,449 lf x 25 ft w x 6 in th 0.5 =43112.5 1596.8 1,597 cy 2.44$ 3,896.85$
Total Excavation 6921.0 6,921 cy incl incl
Backfill = soil excavation volume 1597.0 1,597 cy 1.96$ 3,127.57$
Final Grade 3,449 lf x 25 ft w =9580.6 9,581 sy
Xb ASPHALT PAD INTERMODAL TRANSFER AREAEXCAVATIONAsphalt PadAsphalt 100 ftl x 26 ft w =2607.8 289.8 290 sy
Asphalt 100 ftl x 26 ft w x 3 in th 0.3 =650 24.1 25 cy 10.89$ 272.28$ Asphalt 62 ftl x 35.7 ft w =2224.11 247.1 248 sy
Asphalt 62 ftl x 35.7 ft w x 3 in th 0.3 =553.35 20.5 21 cy 10.89$ 228.72$
Asphalt 145 ftl x 70 ft w =10150 1127.8 1,128 syAsphalt145ftlx70ftwx3inth0.3 =2537.5 94.0 94 cy 10.89$ 1,023.79$
Asphalt 90 ftl x 55 ft w x =4950 550.0 550 syAsphalt90ftlx55ftwx3inth0.3 =1237.5 45.8 46 cy 10.89$ 501.00$
Asphalt Total =2216.0 2,216 syFinal Grade =2216.0 2,216 sy Not Required
2020 40,042.51$ 2021 Inflation Factor (4.200%):1.04200 2021 41,724.30$
2022 Inflation Factor (7.00%):1.07000 2022 44,645.00$ 2023 Inflation Factor (3.700%):1.03700 2023 46,296.86$
2024 Inflation Factor (2.500%):1.02500 2024 47,454.28$
RAILROADS INSIDE RESTRICTED AREA
ROADS INSIDE RESTRICTED AREA
EXCAVATION Assume all railroad ballast cross sections are similar to that shown below (not drawn to scale; from Fig. 9513-1 and visual inspection). ← 9’ → Ballast Base ← 26’ → Base area = 1.5 (17 + 26) /2 ft = 2.25 sf Ballast area = 1.5 (17 + 8’) /2 ft = 18.75 sf
↑ 3 ft ↓
Attachment II-7-2
Page 11 of 18 April 2025
2024 Part B Permit Closure Cost Calculations Quantity Calculations Assumptions
896897
898899
900901
902903
904905
906907
908909
910911
912913
914
915916
917918
919920
921922
923924
925926
927928
929930
931932
933934
935936
937938
939940
941
942943
944945
946947
948949
950951
952953
954955
956957
958959
960961
962963
964965
966967
968
969970
971972
973974
975976
977978
979980
A B C D E F G H I J K L M N O PQ R S T U V W X Y Z AA AB AC AG AH AI AJ AK ALXIREAGENT DELIVERY SILOS
DISMANTLEMENT
Assume 3 daysDEMOLITION
Concrete Pad 25 ftl x 25 ft w x 24 in th 2 =1250 46.3 47 cy 16.90$ 794.31$ Estimated Debris 5 cy x 2 ea =10.0 10 cy 5 units x 351.96$ 1,759.80$
Total debris 57 cy incl incl 2020 2,554.11$
2021 Inflation Factor (4.200%):1.04200 2021 2,661.38$ 2022 Inflation Factor (7.00%):1.07000 2022 2,847.68$
2023 Inflation Factor (3.700%):1.03700 2023 2,953.04$ 2024 Inflation Factor (2.500%):1.02500 2024 3,026.87$ XIIa EVAPORATION PONDDEMOLITION
Pond Size 250 ftl x 150 ft w x 7 ft dp =262500 9722.2 9,723 cy 201 gal/cy 1,954,323 HDPE Liner 250 ftl x 150 ft w x 0.28 in th 0 =875 32.4 33 cy 2 loads x 114.88$ 229.77$
EXCAVATIONSludge removal 250 ftl x 150 ft w x 6 in th 0.5 =18750 694.4 695 cy 2.44$ 1,695.88$
Soil Excavation 250 ft l x 150 ft w x 6 in th 0.5 =18750 694.4 695 cy 2.44$ 1,695.88$ Haul volume 1,423 cy incl incl
Backfill 250 ft l x 150 ft w x 6 in th 0.5 =18750 694.4 695 cy 2.41$ 1,678.36$ Final grade 250 ftl x 150 ft w =37500 4166.7 4,167 sy Not Required
XIIb MIXED WASTE SURFACE IMPOUNDMENTThis item includes the demolition and disposal of the offloading pad,
MW surface impoundment, berms, and sedimentation basin; as well as excavation of contaminated soils.This is the area from the south edge of the Impoundment offloading pad to the northern berm;
and from the Impoundment's west berm edge to the east berm edge.
Size of Surface Impoundment 236 ft x 110 ft w x 3.99 ft dp =4208.5 3,835 cy incl incl
DEMOLITION
DebrisPump Station 1 ea x 10 cy =10 10 cy incl incl
Pad Piping 20 ft x 4.5 in diax 2 ea =0.2 0.2 cy incl inclEvaporation System Piping 446 ft x 1 in dia =0.1 0.1 cy incl incl
Evaporation System Equipment 8 cf =0.3 0.3 cy incl inclLeak Detection System Piping 85 ft x 10 in dia =1.7 2 cy incl incl
Leak Detection System Equipment 8 cf =0.3 1 cy incl inclDebris Total =13 13 cy 6.5 units x 351.96$ 2,287.74$
Liner
Primary Pond Liner (estimated)256 ft x 130 ft w x 0.08 in th =8.2 9 cy incl inclSecondary Pond Liner (estimated)256 ft x 130 ft w x 0.08 in th =8.2 9 cy incl incl
Pond Liner Drainage Net (estimated)256 ft x 130 ft w x 0.08 in th =8.2 9 cy incl incl
Liner Total =25 25 cy 2.44$ 61.00$
ConcreteOffload Pad
Concrete Pad 16 ft x 24 ft w x 8 in th =9.5 10 cy 16.90$ 169.00$ Concrete Pad Curbing 62 ft x 8 in w x 8 in th =1.0 2 cy 16.90$ 33.80$
Leak Detection SystemPipe Support Concrete Anchor 11 ft x 5.50 ft w x 0.5 ft th =1.1 2 cy 27.78$ 55.55$
Concrete Containment Pad Curbing 2 ft x 3.33 ft w x 3.00 ft th =0.7 1 cy 27.78$ 27.78$ Concrete Total =12.0 12 cy incl incl
REAGENT DELIVERY SILOS
2 cy per unit
2 cy per unit
Attachment II-7-2
Page 12 of 18 April 2025
2024 Part B Permit Closure Cost Calculations Quantity Calculations Assumptions
981982
983984
985986
987988
989990
991992
993994
995996
997998
999
1000
1001
10021003
10041005
10061007
10081009
10101011
10121013
10141015
10161017
10181019
10201021
10221023
10241025
1026
10271028
10291030
10311032
10331034
10351036
10371038
10391040
10411042
10431044
1045
1046
10471048
10491050
10511052
1053
10541055
10561057
10581059
10601061
10621063
10641065
A B C D E F G H I J K L M N O PQ R S T U V W X Y Z AA AB AC AG AH AI AJ AK ALBerms (includes gravel)
North Berm (clean; use as fill)130 ft x 19 ft w x 3 ft h =274.4 275 cy 2.44$ 671.03$ South Berm (clean; use as fill)130 ft x 19 ft w x 3 ft h =274.4 275 cy 2.44$ 671.03$
East Berm (clean, use as fill)256 ft x 19 ft w x 3 ft h =540.4 541 cy 2.44$ 1,320.10$ West Berm (clean, use as fill)256 ft x 19 ft w x 3 ft h =540.4 541 cy 2.44$ 1,320.10$
Offload Ramp (clean; use as fill)32 ft x 22 ft w x 4 ft h =104.3 105 cy 2.44$ 256.21$ Berm Soil Total =1735 1,735 cy incl incl
EXCAVATION
Sludge removal 236 ft x 110 ft w x 6 in dp =480.5 481 cy 2.44$ 1,173.69$ Granular Fill Excavation (sump)15 ft x 20 ft w x 1 ft dp =11.1 12 cy 2.44$ 29.28$
Impoundment Soil Excavation (under HDPE)236 ft x 110 ft w x 6 in th =480.5 481 cy 2.44$ 1,173.69$
Restoration of Grade 236 ft x 110 ft w x 6 in th =480.5 481 cy incl inclAvailable clean fill =0.0 1,735 cy incl incl
Backfill Required for Impoundment 236 ft x 110 ft w x 4 ft dp =3835.0 3,835 cy 2.41$ 9,261.19$ Excavation Total 974 cy
Borrow required to backfill impoundment =972.2 2,100 cy incl incl
Contaminated haul volume =972.2 999 cy incl inclPlacement haul volume =972.2 999 cy incl incl
Compaction Volume =999 cy incl inclFinal Grade 254 ft x 128 ft w =3611.0 1,806 sy Not Required
2020 23,811.08$ 2021 Inflation Factor (4.200%):1.04200 2021 24,811.14$
2022 Inflation Factor (7.00%):1.07000 2022 26,547.93$ 2023 Inflation Factor (3.700%):1.03700 2023 27,530.20$
2024 Inflation Factor (2.500%):1.02500 2024 28,218.45$ XIII EVAPORATION TANKS (Four Tanks)
Could be sold for re-use: $500/ea.
DEMOLITIONTank #125, #150, #175, #200,
Evaporation Tanks Pads (2)Stem Wall (sf)100 lf x 1 ft ht x 2 ea =200 200.0 200 sf
Stem Wall 100 lf x 1 ft ht x 6.0 in w 0.5 =50 1.9 2 cy 2 Pads 27.78$ 111.10$ Floor 30 ftl x 20 ft w x 1 ft th =600 22.2 23 cy 2 Pads 16.90$ 777.41$
Area 30 ftl x 20 ft w =600 66.7 67 syWash Pad 30 ftl x 12 ft w x 1 ft th =360 13.3 14 cy 2 Pads 27.78$ 777.72$
Area 30 ftl x 12 ft w =360 40.0 40 syFooting Dimensions 100 ftl x 2 ft w x 1 ft th =200 7.4 8 cy 2 Pads 27.78$ 444.41$
Area 100 ftl x 2 ft w =200 22.2 23 sy*TANKS REMOVED IN 2022
Tank steel 0 ftI x 0 ft w x 0 in th 0 =0 0.0 cy/eachTank debris 0 cy x 0 am =0.0 0 cy 0 units x 351.96$ -$
Subtotal Debris 47 cy x 2 ea =94.0 94 cy incl inclStem Wall Total (sf)400.0 400 sf
Footing/pad total area 130 sy x 2 ea =260.0 260 sy
Footing/pad total volume 90.0 90 cy incl inclTotal debris for all tanks 94 cy =94.0 94 cy incl incl
Soil Excavation Tanks 2 ea x 30 ftl x 20 ft w x 6 in dp 0.5 =600 22.2 23 cy incl incl
Total in (sy)66.7 67 syTotal Soil 22.2 23 cy 2.44$ 56.12$
Haul volume = debris + soil 94 cy +23 cy =117.0 117 cy incl incl
Backfill = soil excavation volume 23.0 23 cy 2.41$ 55.54$ Final grade = soil excavation area 67.0 67 sy Not Required
2020 2,222.30$
2021 Inflation Factor (4.200%):1.04200 2021 2,315.64$ 2022 Inflation Factor (7.00%):1.07000 2022 2,477.73$
2023 Inflation Factor (3.700%):1.03700 2023 2,569.41$ 2024 Inflation Factor (2.500%):1.02500 2024 2,633.64$ XIV ON-SITE OPEN AREASIncludes anything not covered by other sections and will include heavy machinery, power poles, fencing, utilities, etc.
DEMOLITIONPropane Tanks Pad 30 ftl 6 ft w 4 in th 0.3 =60 2.2 3 cy 16.90$ incl
Cement Exchange Ramp (filled with soil, no concrete surface)
Retaining Wall 8 ftl x 5 ft ht x 1 ft th =40 1.5 2 cy incl inclRetaining Wall 8 ftl x 5 ft ht x 1 ft th =40 1.5 2 cy incl incl
Retaining Wall 15 ftl x 10 ft ht x 1 ft th =150 5.6 6 cy incl incl
Debris Total 8.5 9 cy 28.24$ 254.20$
Power Poles
Assume 1 ft diameter. Cut into pieces less than 8' x 10". Dispose of all poles in embankment.Assume 1 cy / pole and wire
Total Poles Assume 2 days 14 ea x 1 cy x =14.0 14 cyMisc debris Assume 5 days 14.0 14 cy
Fencing 6514 lf l x 6 ft ht x 1 in 0.1 =3257 120.6 121 cyTotal debris 148.63 149 cy 5 loads x 114.88$ 574.41$
EVAPORATION TANKS (Four Tanks)
EVAPORATION POND and MIXED WASTE SURFACE IMPOUNDMENT
2 cy per unit
30 cy per load
Attachment II-7-2
Page 13 of 18 April 2025
2024 Part B Permit Closure Cost Calculations Quantity Calculations Assumptions
10661067
10681069
10701071
10721073
10741075
10761077
10781079
10801081
10821083
1084
1085
10861087
1088
10891090
10911092
10931094
10951096
10971098
10991100
11011102
11031104
11051106
11071108
11091110
1111
11121113
111411151116
1117
11181119
11201121
11221123
11241125
11261127
11281129
11301131
11321133
11341135
11361137
1138
11391140
11411142
11431144
11451146
11471148
11491150
A B C D E F G H I J K L M N O PQ R S T U V W X Y Z AA AB AC AG AH AI AJ AK ALEXCAVATION
Soil assumed to be impacted to 6-inch depthSection Between Earthen Ramp and MW Treatment Building
200 ftl x 75 ft w x 6 in dp 0.5 =7500 277.8 278 cySection Between MW Operations Building and Cell south to MW Treatment building
525 ftl x 100 ft w x 6 in dp 0.5 =26250 972.2 973 cySection of Land West of Cell to Evaporation Pond (Section Xa & XIII is accounted for in 25 ft less actual measurement)
1,000 ftl x 100 ft w x 6 in dp 0.5 =50000 1851.9 1,852 cySection Along South of cell to storage pad
750 ftl x 75 ft w x 6 in dp 0.5 =28125 1041.7 1,042 cyTotal Excavation Soil:4,145 cy 2.44$ 10,114.25$
Soil assumed to be clean (no impacts)
Berm 3,200 lf x 10 ft w x 4 ft ht =128000 4740.7 4,741 cyCement Exchange Ramp 30 ftl x 5 ft ht x 15 ft w =2250 83.3 84 cy
(clean soil available for backfill - spread on site in this area, excess soil remains)4,825 cy 1.96$ 9,449.29$
2020 20,392.16$ 2021 Inflation Factor (4.200%):1.04200 2021 21,248.63$
2022 Inflation Factor (7.00%):1.07000 2022 22,736.04$ 2023 Inflation Factor (3.700%):1.03700 2023 23,577.27$
2024 Inflation Factor (2.500%):1.02500 2024 24,166.70$ XV HEALTH PHYSICS STAFF AND RADIATION SURVEY EQUIPMENTNote that the costs below are for total site closure. The total has been divided by two and distributed between Mixed Waste and LLRW Closure.
Assumptions and additional detail are noted in the "Environmental Monitoring Costs" sheet.
Costs for 2 years of decommissioning and 6 months post decommissioning
HP Support Number RateRadiation Safety Officer (RSO)24 months decommissioning 4160 hrs 1 $89.75
Assistant RSO 6 months Close Out 1040 hrs 1 $89.75Senior RHP Technician 30 months total 5200 hrs 1 $81.00
HP Technicians 30 months total 5200 hrs 6 $61.00
Total Site HP Support Costs =1,395,550.00$
HP PPE Cases/Yr Cost/Item
624 120.00$ 780 11.00$
156 85.60$ 30 185.00$
60 55.00$
Total Annual PPE Cost =x 2 yrs =105,663.60$
2020 1,501,213.60$
2021 Inflation Factor (4.200%):1.04200 2021 1,564,264.57$
2022 Inflation Factor (7.00%):1.07000 2022 1,673,763.09$
2023 Inflation Factor (3.700%):1.03700 2023 1,735,692.33$ 2024 Inflation Factor (2.500%):1.02500 2024 1,779,084.63$ XVI CELL CLOSURE This item includes the construction of the final cover, roads around the embankments, drainage
structures around the embankments, and permanent fencing. The final cover design is assumed to be consistent with approved plan drawings of the Groundwater Quality Discharge Permit.
The assumed maximum quantities of stored waste and waste from site reclamation should bring the embankment up to final grade in preparation for construction of the final cover;
no clean fill will be added to achieve the final grade. If the maximum quantities of waste are not on site, and clean fill is needed, the costs associated with the disposal of the assumed
maximum waste volume would more than account for the excavation of clean fill and the reclamation of the clean fill areas. Reclamation of the pits, used for erosion barrier
and filter material, is covered under a bond with the BLM.
Refer to Figures 7C & 7D in the 2024 Engineering Analysisfor premature closure design and cover information.
EMBANKMENT OVERBUILD
Total Overbuild (soil/waste to be excavated and placed without additional fill material - assume contaminated)=6,987.0 6,987 cy 2.44$ 17,049.04$
TEMPORARY CoverTemporary Cover
Volume 888,106 sf x 1 ft =32,892.8 32,893 cy 4.66$ 153,173.33$ Remove Overburden 32,893 cy x 0.11 =3,618.2 3,619 cy 4.66$ 16,852.65$
FINAL Cover - Assume uniform cover design; construct ~1,276,243 sf of cover; 11% of mined volume is overburden
Radon Barrier
Radon Barrier Volume 994,376 sf x 2 ft =73,657.5 73,658 cy 4.66$ 343,004.33$ Radon Barrier Stockpiled (w/ deflocculant)0 cy =0 cy
Remove Overburden 73,658 cy x 0.11 =8,102.4 8,103 cy 4.66$ 37,733.36$
Deflocculant (STPP)Applied at a rate of 3.5 lbs STPP per 50 cf radon barrier clay.73,658 cy
A placement test pad without defloccunlant was approved in 2022.1,988,766 cf 0.00 lb/cf =0.0 0 lbs 3.05$ -$ Mix and Place (conservatively use unburdened soil placement unit cost)=73,658 cy 4.70$ 346,516.77$
Gloves (100/box)
Booties (100/box)Respirators
Dosimetry (TLD)
13,353.60$
5,550.00$ 3,300.00$
105,663.60$
8,580.00$
211,327.20$
PPE Item
Tyvex Suits (25/case)
ON-SITE OPEN AREAS
Annual Cost
2,791,100.00$
Total/Yr ($)74,880.00$
373,360.00$ 93,340.00$
1,903,200.00$ 421,200.00$
HEALTH PHYSICS STAFF AND RADIATION SURVEY EQUIPMENT
Attachment II-7-2
Page 14 of 18 April 2025
2024 Part B Permit Closure Cost Calculations Quantity Calculations Assumptions
11511152
11531154
11551156
11571158
11591160
11611162
11631164
11651166
11671168
1169
1170
1171
11721173
11741175
11761177
11781179
11801181
11821183
11841185
11861187
11881189
11901191
11921193
11941195
1196
11971198
11991200
12011202
12031204
12051206
12071208
12091210
121112121213
1214
12151216
12171218
12191220
12211222
1223
12241225
12261227
12281229
12301231
12321233
A B C D E F G H I J K L M N O PQ R S T U V W X Y Z AA AB AC AG AH AI AJ AK AL
Geosynthetics (HDPE & Textiles, includes material in anchor trench)1,027,250 sf =114,138.9 114,139 sy 11.64$ 1,328,488.77$
Erosion BarrierAssume 1.25 cy excavation per cy product (riprap + filter + sac soil) => Excavation Factor of 2.15
Filter Zone material cost is covered by this excavation and screening
Erosion Barrier Volume (top slope+side slope to ditch CL)1,198,394 sf x 1.50 ft =66577.4 66,578 cyErosion Barrier Volume (ditch centerline to ditch outside)339,695 sf x 1.00 ft =12581.3 12,582 cy
Total Erosion Barrier Volume 66,578 cy +12,582.00 cy =79160.0 79,160 cy 4.70$ 372,400.38$
Total Erosion Barrier Borrow Volume Required 79,160 cy x 2.15 cy/cy =170194.0 170,194 cyErosion Barrier Volume Excavated & Hauled (Stockpiled on Section 5)0 cy =0.0 0 cy Included in LLRW
Erosion Barrier Borrow Volume (Excavate, Load & Haul)170,194 cy -0 cy =170194.0 170,194 cyPlacement: Assume 1.6 tons/cy 79,160 cy x 1.60 tons/cy =126656.0 126,656 tons
Type A & B Riprap (Erosion Barrier) Volume Stockpiled 0 cy +0 cy =0.0 0 cy
Screening PlantApproved Screened Material, All Cover Types 0 cy +0 cy =0 0 cy
Borrow Material Processed for Approved Cover Material 0 cy x 2.15 cy/cy =0 0 cyProcessing Hours: Assume 280 cy/hr can be processed 170,194 cy /280 cy/hr =607.83571 608 hrs 2.09$ 356,460.91$
Processing Days: Assume 7 hrs production/day 608 hrs /7 hrs/day =86.85714 87 daysProcessing Months: Assume 992 hrs is equal to 6 months (plant rental)608 hrs /992 hrs/6 months =3.67742 3.7 months
Sacrificial Soil (produced from erosion borrow material--included in the 2.15 excavation factor)
Sacrificial Soil Volume 1,046,892 sf x 1.00 ft =38773.8 38,774 cy 4.66$ 180,559.48$ Sacrificial Soil Stockpiled 0 cy =0 cy
Filter Zone
Type A Filter Zone Volume (includes ditch centerline to outer slope)1,328,108 sf x 0.50 ft =24594.6 24,595 cyType B Filter Zone Volume 1,052,402 sf x 0.50 ft =19488.9 19,489 cy
Total Filter Zone Material Volume (including ditch)24,595 cy +19,489 cy =44084.0 44,084 cyType A Filter Zone Volume Stockpiled 0 cy =0.0 0 cy
Type B Filter Zone Volume Stockpiled 0 cy =0.0 0 cyTotal Filter Zone Volume to Process Type A + B)44084 cy -0 cy -0 cy =44084.0 44,084 cy
Total Filter Zone Volume to Place (Type A + B)=44084.0 44,084 cy 4.70$ 207,388.81$
ROAD AROUND EMBANKMENTRoads (As shown in Figure 1)5,428 ft =5428.0 5,428 lf
Total Roads 5428.0 5,428 lf
Roads-Grading 5,428 lf x 15.00 ft w =81420 9046.7 9,047 syRoads-Roadbase 81,420 sf x 1.00 ft th =81420 3015.6 3,016 cy 4.66$ 14,044.65$
DRAINAGE
Ditch Length (East )1618.4 lf =1618.4 1,619 lfDitch Length (West)1618.4 lf =1618.4 1,619 lf
Ditch Length (North)862.9 lf =862.9 863 lfDitch Length (South)862.9 lf =862.9 863 lf
Ditch Length (connector)185 lf =185.0 185 lf
5149.0 5,149 lfExcavation of Ditches 5149 lf x 22.5 ft w x 4.5 ft dp =521336.3 19308.8 19,309 cy 4.66$ 89,916.51$
Note: Ditch dimensions updated to those in drawing 11009-W02, Rev 0 & 11009-W04, Rev 0.Note: Ditch filter and erosion barrier materials and placement are included in the Erosion Barrier and Filter Zone calculations above.
FENCESInstallation of permanent Fencing (As shown in Figure 1)3739 lf 3,739 lf 29.57$ 110,553.01$
Installation of Fence Signs 3739 lf 1 per 1 100 ft =39.0 39 ea 60.93$ 2,376.19$
2020 3,576,518.21$
2021 Inflation Factor (4.200%):1.04200 2021 3,726,731.97$ 2022 Inflation Factor (7.00%):1.07000 2022 3,987,603.21$
2023 Inflation Factor (3.700%):1.03700 2023 4,135,144.53$ 2024 Inflation Factor (2.500%):1.02500 2024 4,238,523.14$ XVII GENERAL CLOSURE OF SECTION
GRADE RESTORATION (Figure 4B)Area 1 (North)142,536 sf x 2.5 ft deep =cf =13,198 cy
Area 2 (West)76,605 sf x 2.5 ft deep =cf =7,093 cy20,291 cy 4.66$ 94,488.63$
ROTARY DUMP PCB DECONTAMINATION AND VERIFICATION(Only necessary if PCBs have been off-loaded in the Facility)Standard Wipe Test Samples (five total each round; assume two rounds of sampling)10 ea 57.12$ 571.20$
Decontamination and sampling (assume 2 laborers; one week)80 hrs 80.00$ 6,400.00$
This item also includes the dismantling, size reduction, shredding, and disposal of equipment within the MW area.
However, all complex equipment is presented on Worksheet "Assurity List - Equipment Report," and costs for disposal of this equipment in the cell are included under LLRW (Item 201)Incl Incl
2020 101,459.83$ 2021 Inflation Factor (4.200%):1.04200 2021 105,721.15$
2022 Inflation Factor (7.00%):1.07000 2022 113,121.63$ 2023 Inflation Factor (3.700%):1.03700 2023 117,307.13$
2024 Inflation Factor (2.500%):1.02500 2024 120,239.80$
191,513356,340
CELL CLOSURE
GENERAL CLOSURE OF SECTION
Attachment II-7-2
Page 15 of 18 April 2025
2024 Part B Permit Closure Cost Calculations Quantity Calculations Assumptions
12341235
12361237
12381239
124012411242
1243
12441245
12461247
12481249
12501251
1252
1253
1254
12551256
12571258
12591260
1261
1262
12631264
1265
1266
12671268
1269
127012711272
1273
12741275
12761277
12781279
1280
128112821283
1284
128512861287
1288
12891290
12911292
12931294
1295
12961297
12981299
13001301
13021303
13041305
13061307
13081309
13101311
1312
13131314
1315
A B C D E F G H I J K L M N O PQ R S T U V W X Y Z AA AB AC AG AH AI AJ AK ALXVIIIVTD CONDENSATE COSTS
Condensate sent off-site to Veolia in Port Arthur, Texas40Totesx 330 gal/tote =13,200 gal 14.76$ 194,857.14$
(Unit cost of $14.76/gal. based on actual cost to EnergySolutions, including transportation, analytical, and incineration)2020 194,857.14$
2021 Inflation Factor (4.200%):1.04200 2021 203,041.14$ 2022 Inflation Factor (7.00%):1.07000 2022 217,254.02$
2023 Inflation Factor (3.700%):1.03700 2023 225,292.42$ 2024 Inflation Factor (2.500%):1.02500 2024 230,924.73$ XVIV POTENTIAL GROUNDWATER REMEDIATION SYSTEM (IF NEEDED)Costs are based on the following (per Geosyntec experience):
Assume 1/3 of water treatment facility costs are allocated to LLRW, MW and 11e2, as all water will be treated at one systemAssume 16.9 million gallons to be treated using mid- to large-scale treatment system installed at facility =750,000$ LS ÷ 3 750,000$ 250,000$
Wells to be installed in the pump and treat system.
5 wells =5 ea ÷ 3 5,989.48$ 9,982.47$ Costs to monitor the five wells quarterly are based upon a 4 year time frame.4 events per year x 4 years =16 events ÷ 3 2,100.00$ 11,200.00$
The treatment well system will be required to be plugged and abandonedNumber of drill holes to be plugged:
It is assumed that Bentonite will be used to plug Groundwater wells5wells x 40 lf deep =200 lf ÷ 3 37.86$ 2,524.21$
2020 273,706.68$
2021 Inflation Factor (4.200%):1.04200 2021 285,202.36$
2022 Inflation Factor (7.00%):1.07000 2022 305,166.53$ 2023 Inflation Factor (3.700%):1.03700 2023 316,457.69$
2024 Inflation Factor (2.500%):1.02500 2024 324,369.13$ SUBTOTAL 10,113,893.21$
XIX MOBILIZATION, OVERHEAD, AND TOOLS & EQUIPMENTEstimate 15% of direct costs for "Mobilization, Overhead, and Tools & Equipment " (MTE)
This addition is based on company/industry experience.15%1,517,083.98$
XX CONTINGENCYAssume 10% of direct cost plus an additional 10% contingency on the cost for MTE (Section 301)Industry Standard: 10%10%1,163,097.72$
XXI ENGINEERING AND REDESIGN
Includes re-engineering required to address partial filling of cell 2.25%227,562.60$
Includes QA/QC and Final Closure Report
XXII SG&A OVERHEAD COSTS (WORKING CONDITIONS)
Assume 5.5% of direct cost 5.5%556,264.13$
XXIII PROFIT
Assume 10% of direct cost.10%1,011,389.32$ This addition is based on company/industry experience.
XXIVa MANAGEMENT FEE
Cost for management during 5 years of decommissioning.5 years x 12 months =60 months 105,831.70$ 2,116,634.09$
Assume 1/3 of managements costs are allocated to LLRW, MW and 11e2.
XXIVb CLOSURE EQUIPMENT PURCHASE
Cost for purchase of construction equipment to be used during the 5-year decommissioning period. Includes 15% MTE and 10% contingency.LS 3 2,193,696.95$ 2,193,696.95$
Assume O&M costs are allocated to LLRW, MW and 11e2 proportionally based on the closure cost.
XXIVc CLOSURE EQUIPMENT OPERATION AND MAINTENANCECost for repairs and routine maintenance of construction equipment during 5 years of decommissioning. Includes 15% MTE and 10% contingency.
Assume O&M costs are allocated to LLRW, MW and 11e2 proportionally based on the closure cost.5 years 817,835.85$ 1,117,563.01$
Annual Routine Maintenance for 5 years:4 years 1,164,476.90$ 1,272,995.11$ Annual Repairs for 4 years (Assume equipment will be disposed of in year 5 of decomissioning period):
XXV DEQ OVERSIGHT OF PROJECT
Assume 4% of direct costs 4%404,555.73$
XXVI POST OPERATIONAL MONITORING AND MAINTENANCE (During Decommissioning and Years 1-30 Post-Closure)
Although 100 years are funded, only the first 30 years are required by hazardous waste regulationsSee Environmental Monitoring Costs worksheet for assumptions and further details.
Annual facility post-closure inspection 10 hrs/yr x 88.12$ per hr =881.25$
Site Inspection (includes travel)4 hrs/yr x 88.12$ per hr =352.50$
Access road Maintenance 2 hrs equipment/yr x 90.95$ per hr =181.91$ 2 hrs labor/yr x 88.12$ per hr =176.25$
Fence Maintenance (annual cost)=1,420.05$
Signs (annual cost)=762.47$ Monuments (annual cost)=236.26$
Wells (annual cost)=1,420.05$ Slopes (annual cost)=1,420.05$
Cell Structure (annual cost)=1,420.05$
Written Report of inspection and maintenance activities (annual cost)=4,000.00$
VTD CONDENSATE COSTS
POTENTIAL GROUNDWATER REMEDIATION SYSTEM (IF NEEDED)
Costs divided by 3 between LLRW, MRW, 11e2
8,026,768.97$
Attachment II-7-2
Page 16 of 18 April 2025
2024 Part B Permit Closure Cost Calculations Quantity Calculations Assumptions
13161317
13181319
13201321
13221323
13241325
13261327
13281329
1330
1331
1332
13331334
13351336
13371338
13391340
13411342
13431344
134513461347
1348
13491350
13511352
1353
13541355
13561357
13581359
13601361
13621363
136413651366
1367
13681369
13701371
13721373
1374
13751376
13771378
13791380
138113821383
1384
13851386
13871388
13891390
13911392
13931394
13951396
1397
13981399
A B C D E F G H I J K L M N O PQ R S T U V W X Y Z AA AB AC AG AH AI AJ AK ALTotal Annual Cost =12,270.82$ 2020
2021 Inflation Factor (4.200%):=20212022 Inflation Factor (7.00%):=2022
2023 Inflation Factor (3.700%):=20232024 Inflation Factor (2.500%):=2024
Estimate of 5 years for annual monitoring and maintenance during decommissioning:14,542.12$ X 5 yrs 14,542.12$ 72,710.60$
Estimate for 30 years of monitoring and maintenance post-closure:14,542.12$ X 30 yrs 14,542.12$ 436,263.58$
XXVII WATER SAMPLES -- RADIOLOGICAL (During Decommissioning and Years 1-100 Post-Closure)
Analytical costs include 12% markup on direct expenses per Geosyntec rates.Although 100 years are funded, only the first 30 years are required by hazardous waste regulations
See Environmental Monitoring cost worksheet for assumptions and additional details.
Number of monitoring wells (Module VI)14Sampling (2 days, 2 field technicians)2 days x 8 hrs/day x 2 technicians x 75.00$ =
Analysis Cost per analysis:1,230.88$
Total Cost of Analyses:=
Total Annual Cost =20202021 Inflation Factor (4.200%):=2021
2022 Inflation Factor (7.00%):=20222023 Inflation Factor (3.700%):=2023
2024 Inflation Factor (2.500%):=2024
Estimate of 5 years for annual monitoring during decommissioning:X 5 yrs 23,266.22$ 116,331.08$
Estimate for 30 years of monitoring post-closure:X 30 yrs 23,266.22$ 697,986.46$
XXVIII WATER SAMPLES -- RCRA (During Decommissioning and Years 1-30 Post-Closure)Analytical costs include 12% markup on direct expenses per Geosyntec rates.
Number of monitoring wells (Module VI)14
Same sampling crew as Radiological Water Samples in XXVII.Analysis Cost per analysis:1,294.72$
Total annual analysis costs:=Two additional wells need PCDD/PCDF analysis @ 464.80$ per well X 2 wells =
Total Annual Cost =20202021 Inflation Factor (4.200%):=2021
2022 Inflation Factor (7.00%):=20222023 Inflation Factor (3.700%):=2023
2024 Inflation Factor (2.500%):=2024
Estimate of 5 years for annual monitoring during decommissioning:X 5 yrs 22,582.84$ 112,914.20$
Estimate for 30 years of monitoring post-closure:X 30 yrs 22,582.84$ 677,485.22$
XXIX EMBANKMENT SURVEY (Years 1-5 Post-Closure)Aerial survey of Mixed Waste embankment - assume 50% of the cost of the survey pertains to Mixed Waste
Cost for survey monuments:1 monuments/5 yr x 279$ ea =278.80$ Surveyor:12 days/yr x 1,410.26$ day =16,923.08$
Engineer:2 days/yr x 10 hrs/day x 174.00$ hr =3,480.00$
Total Annual Cost =20,681.88$
MW Cost =20202021 Inflation Factor (4.200%):=2021
2022 Inflation Factor (7.00%):=20222023 Inflation Factor (3.700%):=2023
2024 Inflation Factor (2.500%):=2024
Estimate for 5 years post-closure:X 5 yrs 12,255.03$ 61,275.13$
XXX AIRBORNE PARTICULATE MONITORING (During Decommissioning and Year 1 Post-Closure)
Analytical costs include 12% markup on direct expenses per Geosyntec rates.
Gross alpha/beta: 2 Stations 52 weeks 50.40$ cost per analysis =
Isotopic:2 Stations 4 quarters 937.44$ cost per analysis =
Total Annual Cost =20202021 Inflation Factor (4.200%):=2021
2022 Inflation Factor (7.00%):=20222023 Inflation Factor (3.700%):=20232024 Inflation Factor (2.500%):=2024
Estimate of 5 years for annual monitoring during decommissioning:X 5 yrs 15,099.47$ 75,497.35$
Estimate for one year of monitoring post-closure:X 1 yrs 15,099.47$ 15,099.47$
1.02500 23,266.22$
1.02500 22,582.84$
1.02500 12,255.03$
1.02500 15,099.47$
19,055.68$
19,856.02$
22,582.84$
12,255.03$
15,099.47$
15,099.47$
12,741.12$
13,276.25$ 14,205.58$
23,266.22$
2,400.00$
1.04200
1.070001.03700
1.042001.07000
1.03700
1.02500 14,542.12$
929.60$
18,126.08$
17,232.32$
13,681.23$
21,888.86$
12,786.19$
14,187.43$
22,698.75$
19,632.32$
20,456.88$
23,266.22$
1.07000
1.03700 22,032.04$
1.042001.07000
1.03700 11,956.12$
1.04200
10,775.26$
7,499.52$ 5,241.60$
21,245.94$
11,529.53$
22,582.84$
10,340.94$
1.070001.03700 14,731.19$
1.04200
Attachment II-7-2
Page 17 of 18 April 2025
2024 Part B Permit Closure Cost Calculations Quantity Calculations Assumptions
14001401
14021403
14041405
14061407
14081409
14101411
14121413
14141415
1416
14171418
14191420
14211422
14231424
14251426
14271428
14291430
14311432
14331434
14351436
14371438
1439
14401441
14421443
14441445
14461447
14481449
14501451
14521453
14541455
14561457
1458
1459
1460
14611462
1463
A B C D E F G H I J K L M N O PQ R S T U V W X Y Z AA AB AC AG AH AI AJ AK ALXXXISOIL SAMPLING (Year 1 Post-Closure)
Analytical costs include 12% markup on direct expenses per Geosyntec rates. Only needed for the first year of post-closure.
Personnel Sampling Time 2 people x 8 hr x 3 days x 75.00$ =Mobilization 2 people x 3 hr x 3 days x 75.00$ =
Total Sampling Costs =
Analysis Costs:Isotopic:4 Stations x 987.84$ cost per analysis =
Total Analysis Costs
Total Annual Cost =20202021 Inflation Factor (4.200%):=2021
2022 Inflation Factor (7.00%):=20222023 Inflation Factor (3.700%):=20232024 Inflation Factor (2.500%):=2024
Estimate for one year of monitoring post-closure:X 1 yrs 10,548.98$ 10,548.98$
XXXIII GAMMA EXPOSURE MONITORING (During Decommissioning and Year 1 Post-Closure)
Personnel 8 peopleChangeout Frequency 1 per year (quarterly exchange included)
TLDs needed per year:8
TLD and Analysis Costs:8 x 55.00$ cost per TLD ==
Total Annual Cost =2020
2021 Inflation Factor (4.200%):=20212022 Inflation Factor (7.00%):=2022
2023 Inflation Factor (3.700%):=20232024 Inflation Factor (2.500%):=2024
Estimate of 5 years for annual monitoring during decommissioning:X 5 yrs 521.44$ 2,607.21$
Estimate for one year of monitoring post-closure:X 1 yrs 521.44$ 521.44$
XXXIV RADON EXPOSURE MONITORING (During Decommissioning and Year 1 Post-Closure)
Personnel 8 people
Changeout Frequency 4 per yearSamples needed per year:32
Analysis Costs:32 x 28.00$ cost per sample =
Total Annual Cost =2020
2021 Inflation Factor (4.200%):=20212022 Inflation Factor (7.00%):=2022
2023 Inflation Factor (3.700%):=20232024 Inflation Factor (2.500%):=2024
Estimate of 5 years for annual monitoring during decommissioning:X 5 yrs 1,061.85$ 5,309.24$
Estimate for one year of monitoring post-closure:X 1 yrs 1,061.85$ 1,061.85$
MW PART B GRAND TOTAL 23,980,347.64$
Additional cost for post-closure monitoring years 31-100 (from Attachment II-7-1):1,407,270.47$ =Changed input values Estimated total surety (compare to the Grand Totals section in Attachment II-7-1):25,387,618.12$
1.02500 521.44$
1.02500 1,061.85$
1.02500 10,548.98$
896.00$ 933.63$
4,950.00$
3,951.36$
9,275.22$ 9,924.48$
1,350.00$
1,061.85$
1,061.85$
521.44$
896.00$
440.00$ 458.48$
521.44$
490.57$
998.99$
1.03700 508.72$
1.04200
1.070001.03700 1,035.95$
1.042001.070001.03700 10,291.69$
1.04200
1.07000
440.00$
10,548.98$
8,901.36$
3,951.36$
3,600.00$
Attachment II-7-2
Page 18 of 18 April 2025