DERR-2024-008072

February 16, 2024
Delivered via e-mail
Ken Wangerud
International Smelting & Refining Remedial Project Manager
Superfund Remedial Section, 8 EPA-SR
US Environmental Protection Agency, Region VIII
1595 Wynkoop Street
Denver, CO 80202-1129
Re: IS&R/Carr Fork Site-2023 Annual Inspection and Maintenance Report
Ken:
Atlantic Richfield Company is submitting the enclosed 2023 Annual Inspection and
Maintenance Report for the IS&R former NPL Site located in Tooele County, UT.
Please call me at [phone] or Ryan Anderson at [phone] with any questions.
Sincerely,
Steve M. Ferry
Liability Manager
Atlantic Richfield Company
Cc: Marc Sarmiento-EPA (email)
Tony Howes – UDEQ (email)
Bryan Slade – TCHD (email)
Ryan Anderson – Anderson Engineering (email)
Ron Halsey -Atlantic Richfield (email)
Lucas Satterlee – Davis Graham & Stubbs LLP (email)
Nathan Block – BP (email)
File: RMO (Carr Fork)
Carr Fork.110.1
Atlantic Richfield Company
317 Anaconda Rd
Butte, MT 59701
Cell: [phone]
e-mail: [e-mail]
Steve M. Ferry
Liability Manager

INTERNATIONAL SMELTING AND
REFINING SITE
TOOELE COUNTY, UTAH

2023 ANNUAL INSPECTION AND
MAINTENANCE REPORT

Atlantic Richfield Company
February 2024

2023 ANNUAL INSPECTION AND
MAINTENANCE REPORT

Prepared For:
U.S. Environmental Protection Agency
Region 8
1595 Wynkoop St.
Denver, CO. 86202-1129

Submitted By:
Atlantic Richfield Company
317 Anaconda Road
Butte, Montana 59701
Prepared By:

2053 N Hillcrest Road
Saratoga Springs, UT 84045
February 2024

i February 2024
2023 ANNUAL INSPECTION AND MAINTENANCE REPORT
IS&R/CARR FORK SITE

Table of Contents
List of Acronyms ......................................................................................................... C
1.0 INTRODUCTION ........................................................................................................... 1
2.0 SUMMARY .................................................................................................................... 2
3.0 SITE INSPECTIONS ...................................................................................................... 2
3.1 Pine Canyon Conservation Area (PCCA) ........................................................ 3
3.2 Tooele Valley Railroad ..................................................................................... 4
4.0 MAINTENANCE ACTIVITIES ........................................................................................ 4
4.1 Smelter Road Gate ................................................................................................. 4
4.2 Fence Maintenance .......................................................................................... 5
4.3 UDWR 2023 Maintenance Activities ................................................................ 5
4.4 Soil Sampling .................................................................................................... 5
4.5 Atlantic Richfield 2023 Maintenance Activities .............................................. 5
5.0 EVALUATION OF INSTITUTIONAL CONTROLS (ICs) ................................................ 6
5.1 Pine Canyon Conservation Area Institutional Controls ................................. 6
5.3 Lincoln Residential Area Institutional Controls ............................................. 7
5.4 Groundwater Institutional Controls ................................................................. 8
6.0 CONCLUSION / RECOMMENDATIONS ....................................................................... 9
6.1 PCCA ................................................................................................................. 9
6.2 Tooele Valley Railroad ................................................................................... 10
6.3 Lincoln Residential Area ................................................................................ 10
6.4 Controlled Groundwater Area ........................................................................ 11
7.0 REFERENCES ............................................................................................................ 12

2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site
ii February 2024
List of Figures
Figure 1 – Site Location
Figure 1.2 – Site Boundary
Figure 2.1 – Site Record Photo Locations
Figure 2.2 – Conservation Area RI Work Areas
Figure 3 – Groundwater Sampling Well Locations
Figure 4.1 – 2023 PCCA Fence Maintenance
Figure 4.2 – 2023 Slag Pile Fence
Figure 5.1-5.4 – ISR TVRR Characterization
Figure 6 – 2023 Groundwater Arsenic Contours
Figure 7.1-7.8 – IS&R 2023 Maintenance As-Built

List of Appendices
Appendix A: Inspection Forms
Appendix B: Site Inspection Photographs
Appendix C: UDWR IS&R/Carr Fork Boundary Fence Maintenance Letter
Appendix D: 2023 Maintenance Photo Log
Appendix E: Correspondance
Appendix F: Lab Analytical Soil Sampling Reports

2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site
iii February 2024
List of Acronyms

Acronyms
Atlantic
Richfield Atlantic Richfield Company
CD Consent Decree
CGA Controlled Groundwater Area
EPA United States Environmental Protection Agency
IC(s) Institutional Control(s)
IS&R International Smelting and Refining Company
LTOM Long Term Operations and Maintenance
PCCA Pine Canyon Conservation Area and Wildlife Management Area
TVRR Tooele Valley Railroad Area
UDEQ Utah Department of Environmental Quality
UDWR Utah Division of Wildlife Resources
2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site
1 February 2024
2023 ANNUAL INSPECTION AND MAINTENANCE REPORT
IS&R/CARR FORK SITE

1.0 INTRODUCTION
This 2023 Annual Inspection and Maintenance Report has been prepared by Atlantic
Richfield Company (Atlantic Richfield) in accordance with the Long-Term Operation and
Maintenance (LTOM) Plan (ARC, January 2022) incorporated by reference into the
Consent Decree (Civil Action No. 2:16CV982DBP) (CD, 2016) for the International
Smelting and Refining Company (IS&R) site (Site). Per Section 2.2.5 of the LTOM Plan,
this Report documents inspection and maintenance (I&M) activities conducted in 2023.
The Site comprises three areas: the Pine Canyon Conservation Area (PCCA); the Lincoln
Residential Area, and portions of the Tooele Valley Railroad (TVRR) outside the PCCA
boundary (see Figure 1, Figure 1.2).
The 3,000-acre PCCA of open space land encompasses 1,200 acres of reclaimed and
remediated land associated with the former smelter operations Site. Significant Site
reclamation and remediation activities were completed in 1986, with additional remedial
and ongoing maintenance actions completed since. CERCLA response actions were
implemented in 2006-2007 (EPA, September 2007), which included, among other things,
placement of a clean soil cap over impacted areas, reshaping of the surface for storm
runoff control, installation of drainage control structures, and revegetation of disturbed
areas (see Figure 2).
A LTOM Plan was prepared in 2010 (updated in January 2022) as the controlling
document for implementation of operation and maintenance activities that ensure the long-
term effectiveness of the Site’s remedial action. Per Section 2.0 of the LTOM Plan, regular
Site inspections and maintenance activities are conducted to ensure that remedial
features remain in place and are performing as intended, an institutional controls (ICs)
evaluation is performed to confirm to the established ICs continue to remain effective in
protecting human health and the environment, and annual groundwater monitoring is
conducted.

2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site
2 February 2024
Objectives outlined in Section 1.1 of the LTOM include the following:
• Maintain site conditions that are protective of human health and the environment.
• Conduct operation, inspection, and maintenance of the engineered controls.
• Conduct maintenance, inspection, and enforcement of the land restrictions and
other Institutional Controls (ICs) necessary for protecting remedies.
• Conduct long-term groundwater monitoring to demonstrate the effectiveness of
the remedies put into place and confirm the smelter site is not a source of ground-
water contamination in the future.
• Meet regulatory requirements for the post-remedial action conditions.
This Annual Report addresses the LTOM Plan’s requirements to annually report on the
Site I&M activities and ICs evaluation for 2023. Groundwater monitoring is addressed in a
separate annual report, which for 2023 was submitted to EPA on January 25, 2023. This
report is organized as follows:
• Section 1.0 – Introduction
• Section 2.0 – Summary
• Section 3.0 – Site Inspections
• Section 4.0 – Maintenance Activities
• Section 5.0 – Evaluation of Institutional Controls
• Section 6.0 – Conclusion/Recommendations
• Section 7.0 – References

2.0 SUMMARY
I&M activities conducted during 2023 included inspections of areas with remedial features
or to otherwise monitor the effectiveness of the Site remedy, cover repair, Smelter Road
gate repair, fence repair, additional fencing at the slag-pile, surficial soil sampling of the
TVRR grade within the PCCA, and an evaluation of the established ICs to confirm they
continue to be effective in protecting human health and the environment.

3.0 SITE INSPECTIONS
Per Section 2.2 of the LTOM Plan, Site inspections are required to be conducted in areas
where “waste is left in place”, including areas within the PCCA, the TVRR Trestle, and the
TVRR Zions Farm Area at least annually to confirm that remedial action features remain in
place and are performing as intended. The 2023 Annual Inspection was conducted in the
second quarter of 2023 (See Inspection Forms in Appendix A, Inspection Site
Photographs in Appendix B).

2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site
3 February 2024

3.1 Pine Canyon Conservation Area (PCCA)
In accordance with Section 2.2.2 of the LTOM Plan, the 2023 Annual Inspection
and other periodic inspections were completed at the PCCA to examine the
condition of the Site remedial cover/cap materials, fences, gates, information signs,
runoff control berms and channels, drainage structures, fill slopes, vegetation,
erosion potential, evidence of unauthorized use, and to otherwise confirm the
remedy continues to function as intended. The inspections focused on looking for
anomalies that could jeopardize the integrity of the remedial actions such as soil
creep, bulging, erosion, differential settlement, or rock degradation.
The 2023 Annual Inspection was conducted in June 2023. LTOM Plan Inspection
forms were completed during the annual inspection (See Appendix A). The
Annual Inspection details observations throughout the entire Site and the PCCA
and photographs were taken to document site conditions (see Appendix B) at
specific locations as specified by the LTOM Plan (see Figure 2.1). Site
maintenance is scheduled and performed as needed, based on observations
during inspections and notification from stakeholders of issues warranting further
attention.
Inspections also looked for physical evidence of uses that are inconsistent with the
allowed uses as defined in the 1994 Conservation Easement (ARC, April 1994, as
most recently amended in 2011). Per the Conservation Easement, the Utah
Division of Wildlife Resources (UDWR) is responsible for maintaining PCAA areas
and improvements, including repair of damaged fencing, gates, and signage. In
accordance with the LTOM Plan and the Conservation Easement, Atlantic Richfield
notifies and coordinates with UDWR on needed fence repairs, e.g., by providing
UDWR with photos and coordination on fence break locations as they are identified
(See Appendix C).
The PCCA boundary fence requires occasional maintenance due to breaks caused
naturally, by livestock, and wildlife or in locations cut by individuals trying to gain
access at locations other than designated entry points. In 2023, Atlantic Richfield
elected to perform fence repairs along the north, east, and portions of the south
boundaries. (See Figure 4.1).
Three signboards exist at different locations around the boundary of the PCCA to
provide information about the area to the public. Two of the signboards are located
along Anaconda Road, and one signboard is in place at the parking lot near the
south end of Blue Peak Road.
Vegetation was inspected over the PCCA including remediated cover areas (See
Inspection Forms in Appendix A). The inspections generally showed robust
vegetative cover across the PCAA and on remediated areas of the Site. However,
certain small areas were identified where cover soil appeared discolored and/or
2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site
4 February 2024
had sparse/barren vegetation (See discussion in Section 4.0). The UDWR
continues to spray for noxious weeds each year and both mows fire breaks and
sprays vegetation to limit emergence of vegetation along the PCAA perimeter near
current subdivisions.
Riprap and vegetation-lined channels are all functioning properly, without
noticeable breaching or erosion. Diversion berms are intact and functioning
properly. Culverts under roadways are functioning properly on the site.
UDWR mows a fire break around the western perimeter of the site each year to
minimize potential fire(s) from spreading onto or off of the PCCA.
3.2 Tooele Valley Railroad
In accordance with Section 2.2.2 of the LTOM Plan, Atlantic Richfield inspected
two areas along the TVRR grade outside the PCCA where waste was left in place
(TVRR Trestle Area and TVRR Zions Farm Area) to confirm that remedial action
features remain in place and are performing as intended. This included field
inspection of cap materials, drainage structures, fill slopes, and vegetation. These
TVRR areas are in good condition with no observations of anomalies that could
jeopardize the integrity of the remedial actions, nor identification of any
maintenance actions needed (See Inspection Forms in Appendix A).

4.0 MAINTENANCE ACTIVITIES
Maintenance activities implemented during 2023 are described below with additional
details shown on Figure 4.1,4.2,5,7 and photographs in Appendix D. Maintenance
activities implemented during 2023 are the result of certain anomalies noted in
inspections, which were performed to maintain the integrity of the remedial actions in
accordance with the LTOM Plan requirements.
4.1 Smelter Road Gate
In 2023, the security gate approximately 1000 feet northeast of the Tooele Gun
Club entrance (see photographs in Appendix D) was again severely damaged due
to an isolated incident of vehicular vandalism, but was promptly repaired/replaced.
Access through this gate at the end of the Tooele County public right-of-way is
provided to Kennecott, UDWR, and public utilities, but the gate prohibits access to
general public vehicle traffic along the road through the PCCA to the Kennecott
property.
Prior to the security gate, there was a longstanding problem of the public
transporting furniture/appliances, household garbage, and other trash or
construction debris into the area south of the slag pile and illegally dumping these
items into ravines along the road. As a result of the security gate, no illegal
dumping of trash or debris in this area was noted in 2023.
2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site
5 February 2024
4.2 Fence Maintenance
In 2023, Atlantic Richfield elected to perform additional maintenance/repair of
fencing along the northern, eastern, and portions of the southern fence where the
fence was damaged or had loose strands (See Figure 4.1).
In May-June 2023, Atlantic Richfield installed an additional 8-foot chain-link fence
and signage along the more accessible access points of the slag pile area to
further deter public access to the slag pile (See Figure 4.2 and photographs in
Appendix D).
4.3 UDWR 2023 Maintenance Activities
The UDWR sprayed for noxious weeds over the site. UDWR also mowed a
firebreak near public roads and residential subdivision areas, primarily along the
western boundary of the PCCA.
In May 2023, UDWR completed installation of a boundary chain link fence along
the north boundary of the Carr Fork Subdivision (see Figure 4.1).
4.4 Soil Sampling
During the 2023 Inspections, Atlantic Richfield noted areas where surface soil
along the TVRR grade within the PCCA appeared discolored and/or had
sparse/barren vegetation.
Following a discussion and EPA’s concurrence in September 2023, Atlantic
Richfield performed XRF soil sampling in October 2023 along the portion of the
TVRR within the PCCA for metals (lead and arsenic). A soil sample was collected
approximately every 100 ft along the centerline of the rail grade and at certain
additional locations based on observations in the field. Soil samples were analyzed
using an XRF and compared to site action levels (See Figure 5.1-5.4). For quality
assurance, 10% of the field samples were submitted to Pace Analytical Laboratory
for verification analysis (See Appendix F). Maintenance activity will be performed
in 2024 for locations that exceeded site action levels, consistent with the Site
LTOM Plan and previous remedial actions.
4.5 Atlantic Richfield 2023 Maintenance Activities
Maintenance activities implemented in 2023 were based on recommendations
included in the 2022 I&M Report (ARC, March 2023) . In November-December
2023, Atlantic Richfield completed cover soil repair at various locations as shown
on Figure 7.1-7.8, and photographs shown in Appendix D. These maintenance
activities primarily addressed certain areas exhibiting erosion, discolored surface
material, or sparse/barren vegetation, and that exceeded site action levels based
on sampling performed in 2022. Maintenance included spreading/tilling lime,
placement of 18-in soil cover, mulching, and reseeding of new cover and disturbed
areas. Maintenance work was performed in accordance with the LTOM.
2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site
6 February 2024

5.0 EVALUATION OF INSTITUTIONAL CONTROLS (ICs)
ICs are non-engineered instruments such as administrative and legal controls created to
minimize the potential for human exposure to contaminants and/or protect the integrity of
the remedial actions. Over time following remedial action construction, the role of ICs
becomes ever more important in helping to maintain the long-term protectiveness of the
Site’s remedy. In accordance with Section 2.2.4 of the LTOM Plan, Atlantic Richfield
conducted the 2023 ICs inspection for the PCCA, TVRR, and Lincoln Residential Area to
evaluate if the established ICs continue to remain in effective in protecting human health
and the environment. The following sections summarize the 2023 ICs evaluation.
5.1 Pine Canyon Conservation Area Institutional Controls
The Conservation Easement established by Atlantic Richfield and UDWR was
implemented to protect remedial features, restrict the type of use allowed on the
property, and preserve, protect, and enhance native wildlife and the natural,
scenic, open space, and educational values of the property. An environmental
covenant (PCCA, June 2010) was also added to the property in 2010.
The Conservation Easement prohibits, among other things, subdividing, building,
drilling, mining, filling, excavating, removal of topsoil and other materials, dumping,
and commercial, industrial, and agricultural use and all other uses inconsistent with
the stated purpose and objectives of the Easement. The 2010 covenant prohibits
motorized vehicles, bicycles, livestock grazing, swimming or wading, fires,
dumping or leaving garbage in the PCCA. New groundwater wells, except for
environmental groundwater monitoring, are also prohibited by both ICs. The ICs
specifically allow authorized vehicle use for maintaining remedial features,
monitoring, sampling, and other activities directly associated with Site I&M.
In conjunction, these ICs effectively restrict public use of the PCCA to non-invasive
hiking, horseback riding, wildlife observation, and hunting. UDWR also uses the
PCCA as an educational area for hunter safety training (e.g., staging Chukar hunts
during the year). These ICs continue to remain effective in protecting human health
and the environment while allowing certain public use opportunities.
5.2 Tooele Valley Railroad Institutional Controls
Environmental covenants have been recorded on each of the affected properties
where remedial actions took place along the TVRR corridor. In 2009, an
environmental covenant (TVRR, June 2009) was placed on approximately 1.87
acres of the larger TVRR grade area to provide long-term controls over the former
Trestle Area, and in 2010 an environmental covenant (TVRR, May 2010) was also
added to an area of the Zions Farm property where approximately 3,000 feet of
waste was capped in place along the TVRR grade. Both covenants prohibit actions
that would disturb the capped areas.
2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site
7 February 2024
Portions of the TVRR corridor are owned by Tooele City and other portions are
owned by private entities. Monitoring of the TVRR ICs includes inspecting the site
for any damage to remedial improvements and working with Tooele County,
Tooele City, and private property owners to educate them on restricted activities.
To date, the ICs are working as intended and remain effective in protecting the
capped areas as no intrusive activity was found during the 2023 annual inspection
or in previous inspections.
In accordance with Section 2.2.4 of the LTOM Plan, and in conjunction with EPA
and UDEQ, Atlantic Richfield continues to notify private property owners to ensure
they are aware of the ICs on their property and limitations on land use.
5.3 Lincoln Residential Area Institutional Controls
ICs in the Lincoln Residential Area (i.e., Pine Canyon Township) consist of the
Developer Guidelines/Pine Canyon Environmental Overlay Zone and a Controlled
Groundwater Area (CGA) (See Section 5.4). The Tooele County Planning and
Zoning Department (TCPZ), in consultation with the Tooele County Health
Department (TCHD), administers the Developer Guidelines for properties within
the Pine Canyon Environmental Overlay Zone. The Developer Guidelines are
codified in Chapter 29 of the Tooele County Code. For properties within the
Overlay Zone, a review of the environmental condition and possible remedial
action is required as part of the development or building construction approval
process. Applicants anticipating development within the Lincoln Residential Area
must first meet with and provide proposed development plans to the TCPZ to
determine if the property to be developed or otherwise improved is subject to the
requirements of the Overlay Zone. If TCPZ determines the development or other
improvements are within the Overlay Zone, TCPZ will refer the applicant to the
TCHD, which will review previous sampling data and other information on
environmental conditions associated with the subject property, and then determine
if remedial action is warranted. The TCHD also maintains a website with
educational information on lead exposure and prevention
(https://tooelehealth.org/preventing-lead-poisioning/).
In addition, the TCHD monitors groundwater development in the Lincoln
Residential Area, restricting private well installation in areas that may have
elevated naturally occurring arsenic concentrations (as described further in Section
5.4 below).
The TCPZ and TCHD continue to effectively administer the Developer
Guidelines/Pine Canyon Environmental Overlay Zone ICs. Atlantic Richfield has
verified that Ordinance Chapter 29 of the County Code is still in effect and serving
its intended purpose. The Developer Guidelines are available at the Tooele County
Planners office and posted on the TCHD website. The Developer Guidelines are
also readily accessible to the public on common search engines. The TCHD and
TCPZ continue to educate and clarify the intent of the ICs for the public. Atlantic
2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site
8 February 2024
Richfield also independently monitors the area for new development in the Overlay
Zone to confirm that the Guidelines are being followed and contacts stakeholder
agencies as necessary if any concerns or issues arise. Atlantic Richfield continues
to respond to TCHD’s requests to clarify site-specific information when developers
contact them during their project planning.
5.4 Groundwater Institutional Controls
The LTOM Plan (Appendix G) outlines a CGA with three distinct groundwater
zones, each with varying levels of restrictions. The CGA was created to prevent
extraction of groundwater with naturally elevated arsenic concentrations in the
area. Within CGA Zone 1, installation of wells other than for monitoring or other
environmental purposes is prohibited by the conservation easement and
environmental covenant for the PCCA.
Appendix G to the LTO&M Plan states that wells drawing water strictly for
environmental monitoring purposes may be drilled within CGA Zone 2, but private
and public (municipal) wells installed for the purpose of providing culinary water will
not be permitted within CGA Zone 2. TCHD, Regulation #5: Individual Water,
prohibits Individual Water Systems, and State regulations (UAC R655-4-9.2.1 and
UAC R655-4-1.1) are intended to prohibit municipal wells in Zone 2.
Within CGA Zone 3, a.k.a. the Advisory Zone, Appendix G to the LTO&M Plan
states that entities drilling a well are to be made aware that some wells in the
vicinity have had measurable concentrations of arsenic, and Individual Water
Systems (a.k.a. private wells) must be permitted and inspected according to TCHD
Regulation #5: Individual Water Systems. When a new well is drilled within Zone 3
the TCHD permits the use of the well after a water quality sample is collected and
subsequent chemical analysis shows the water meets drinking water standards,
including arsenic. The water quality sample data is subsequently provided by the
TCHD to EPA and UDEQ.
It appears that the CGA zones continue to be working as intended by the LTOM
Plan. No known new wells were installed in Zone 1 or Zone 2 during 2023. Figure
6 indicates that the Zone 2 boundary remains a valid representation of areas with
naturally elevated arsenic concentrations above the MCL where all groundwater
wells should continue to be prohibited or restricted. The TCHD provided no
groundwater data in Zone 3 for 2023. However, all data previously provided by
TCHD to date indicate arsenic concentrations are below the arsenic MCL within
the Zone 3 wells.

2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site
9 February 2024
6.0 CONCLUSION / RECOMMENDATIONS
Overall, the IS&R Site remains in good condition, as constructed remedial features and
ICs that have been put in place continue to be effective and serve their intended purpose.
This section summarizes the 2023 I&M conclusions and provides recommendations for
certain maintenance activities in 2024 based on the identified findings. Additional
Site/Agency correspondence relevant to the 2023 I&M activities is included in Appendix
E.
6.1 PCCA
Conclusion
Overall, the PCCA remedial action features remain in place and are functioning as
intended. Soil cover maintenance was completed in 2023 to address sampled bare
areas with exceedances of arsenic and/or lead action levels. This maintenance
work will continue to preserve the integrity of the remedy. The evaluation of ICs for
the PCCA indicates that the Conservation Easement and the environment
covenant continue to remain effective in protecting remedial construction,
protecting human health and the environment, and in promoting the long-term
objective of creating an attractive open space for wildlife. As part of their oversite
work at the PCCA, in 2023, UDWR sprayed for noxious weeds, repaired boundary
fence, and mowed fire breaks near public roads and residential subdivision areas,
generally along the western boundary of the PCCA.

Recommendations for 2024 Maintenance Activities
• UDWR and Atlantic Richfield will continue to monitor for any vehicular and
cycling trespass and other unauthorized site access, and UDWR will
enforce the PCCA use restrictions via informational signage and reporting
to local law enforcement, as necessary.
• UDWR (as previously discussed with EPA, UDEQ and Atlantic Richfield)
will continue to mow a wide fire break and implement other fire break
measures around the Carr Fork and Conservo Subdivisions early in the
season before grasses dry out, typically prior to June 15th, 2024.
• Atlantic Richfield will continue coordination with the UDWR to
repair/reconstruct damaged site fencing.
• In 2024 Atlantic Richfield will address areas along the TVRR grade within
the PCCA where 2023 XRF sampling results were above Site action levels.
Consistent with the LTOM Plan and previous remedial and maintenance
actions, these areas will be addressed via placement of cover soil,
repair/installation of stormwater run on and drainage controls to reduce
erosion, and revegetation of the cover soil and borrow areas. This
2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site
10 February 2024
maintenance work will involve the development of borrow areas within the
PCCA, near the TVRR grade, to facilitate efficient implementation of the
work and to minimize truck traffic and disturbance of other vegetated areas
within the Site to the extent practicable. These maintenance activities will
be reported in the 2024 I&M Report.
6.2 Tooele Valley Railroad
Conclusion
The TVRR Trestle Area and the TVRR Zions Farm Area are in good condition and
have not been disturbed. Both environmental covenants remain in place on the
affected parcels.
Recommendation
• In conjunction with EPA and UDEQ, in 2024 Atlantic Richfield will notify the
current owners of these TVRR parcels to ensure that the owners are aware
of the environmental covenants on their property and the land use
limitations associated therewith (See Appendix E).
6.3 Lincoln Residential Area
Conclusion
The Developer Guidelines appear to be functioning and implemented as intended.
Atlantic Richfield responds to TCHD requests as needed to clarify site-specific
information as developers contact them during project planning.
Recommendations
• Per Section 2.1.4 of the LTOM Plan, TCHD, TCZD should continue to
monitor development in the Lincoln Residential Area, facilitate proper
implementation of Developer Guidelines and educate property owners on
their application when agricultural land is changed to residential use, and
perform other duties as outlined in the LTOM Plan.

2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site
11 February 2024
6.4 Controlled Groundwater Area
Conclusion
The IS&R/Carr Fork 2023 Annual Groundwater Sampling Report (ARC, January
2024) provides conclusions and additional details about the 2023 groundwater
monitoring event.
It appears that the CGA zones continue to be working as intended by the LTOM
Plan. No new wells were installed in Zone 1 or Zone 2 during 2023. Figure 6
indicates that the Zone 2 boundary remains a valid representation of areas with
naturally elevated arsenic concentrations above the MCL where all groundwater
wells should continue to be prohibited or restricted. All data provided by TCHD to
date indicate arsenic concentrations are below the arsenic MCL within the Zone 3
wells
Recommendations
• As noted in prior annual reports, a potential gap in CGA coverage may exist
where a public water supply well could be proposed, permitted, and drilled
in Zone 2. Atlantic Richfield therefore believes that a formal CGA or similar
regulatory designation should be set up by the Utah Division of Water
Rights and/or Toole County to be consistent with CGA Zone 2 restrictions.

2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site
12 February 2024

7.0 REFERENCES

(ARC, April 1994, as most recently amended in 2011). Conservation Easement between
Atlantic Richfield Company and Utah Division of Wildlife Resources. Atlantic
Richfield Company.
(ARC, January 2022). International Smelting and Refining Site Long Term Operation and
Maintenance Plan. Atlantic Richfield Company.
(ARC, March 2023). IS&R 2022 Annual Inspection and Maintenance Report. Atlantic
Richfield Company.
(ARC, January 2024). IS&R LTO&M Groundwater Sampling Report 2023 Annual
Sampling. Atlantic Richfield Company.
(CD, 2016). United States of America v. Atlantic Richfield Company. Consent Decree CAN
2:16CV982DBP. United States Environmental Protection Agency.
(EPA, September 2007) International Smelting and Refining Superfund Site EPA
CERCLIS NO. UTD0903120921, Tooele, Utah, Record of Decision. United States
Environmental Protection Agency.
(PCCA, June 2010, as most recently amended in 2011). Pine Canyon Conservation Area
Environmental Covenant between Atlantic Richfield Company, Utah Department of
Environmental Quality, and United States Environmental Protection Agency.
(TVRR, October 2009). Tooele Valley Railroad Environmental Covenant between Tooele
City, Atlantic Richfield Company, Utah Department of Environmental Quality, and
United States Environmental Protection Agency.
(TVRR, May 2010). Tooele Valley Railroad Environmental Covenant between Zion Farm
L.C. and Atlantic Richfield Company. Atlantic Richfield Company.

2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site

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THESE PLANS AND SPECIFICATIONS ARE THE PROPER TY OF ANDERSON ENGINEERING COMPANY, INC., 2053 NORTH HILLCREST ROAD, SARATOGA SPRJNGS, UTAH 84045AND SHALL NOT BE COPIED, REDUCED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION
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r IS&R 2023 ANNUAL
INSPECTION REPORT
SITE LOCATION
TOOLE COUNTY, UT
DRAWN BY: KS
ENGINEER: RA
APPROVED: RA
.....
CARR FORK
23-NOV•2022 1
1"=4,000'
"I
General Notes
APPROVED:
ENGINEER:
DRAWN BY:
Date
Project
Scale
Sheet
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF ANDERSON ENGINEERING COMPANY, INC., 2053 NORTH HILLCREST ROAD, SARATOGA SPRINGS, UTAH 84045 AND SHALL NOT BE COPIED, REDUCED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION
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TVRR (Removal)
TVRR (Environmental
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in Place-Zions Ranch)
TVRR (Environmental
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in Place-Tooele City)
TVRR (No Action Required
Per RI Sampling)
Tooele Valley Railroad
Right-of-Way
Pine Canyon Environmental
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Pine Canyon Environmental
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Pine Canyon Environmental
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CONSERVATION
AREA BOUNDARY
6" CAPPED AREA
12" CAPPED AREA
18" CAPPED AREA
24" CAPPED AREA
BORROW AREA
3:1 SLOPE REGRADING
CONSTRUCTED RIPRAP
CHANNELS
CONSTRUCTED STORM
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CONSTRUCTED EARTHEN
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BACKFILLED EROSION
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PHOTO LOCATION
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THESE PLANS AND SPECIF/CATIONS ARE THE PROPERTY OF ATLANTIC RICHFIELD COMPANY, 317 ANACONDA ROAD,
BUTTE, MT, 59701 AND SHALL NOT BE COPIED, REDUCED, OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION.
CONSERVATION -■■-AREA BOUNDARY
WORK AREA BOUNDARY
---CAPPED AREAS
WA12 GROUNDWATER
ATLANTIC RICHFIELD
COMPANY
,__ ANDERSON ENGINEERING COMPANY, INC.
977 w,.t 2100 South SALT LAKE CITY, UTAH 84119 [phone]
,,,
LONG TERM OPERATION &
MAINTENANCE PLAN
IS&R NPL SITE
CONSERVATION AREA
RI WORK AREAS
TOOELE, UTAH
97-069
15-JAN-08 2.2NO SCALE
)
ATLANTIC RICHFIELD CO.PROPERTY BOUNDARY
ATLANTIC RICHFIELD CO.PROPERTY BOUNDARY
ATLANTIC RICHFIELD CO.PROPERTY BOUNDARY
GW-4
GW-3A
GW-1GW-7
GW-8
GW-11
GW-1BR
IS&R LTOM PLAN
MONITORING WELL
LOCATIONS
1:1000
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF ANDERSON ENGINEERING COMPANY, INC., 2053 NORTH HILLCREST ROAD, SARATOGA SPRINGS, UT 84045 AND SHALL NOT BE COPIED, REDUCED, OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION.
NOV 2022
IS&R 20223ANNUAL
INSPECTION REPORT
WELL LOCATIONS
TOOELE COUNTY, UTAH
ATLANTIC
RICHFIELD
IS&R
KC
KC
KC
3
ANDERSON
ENGINEERING COMPANY INC.
General Notes
APPROVED:
ENGINEER:
DRAWN BY:
Date
Project
Scale
Sheet
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF ANDERSON ENGINEERING COMPANY, INC., 2053 NORTH HILLCREST ROAD, SARATOGA SPRINGS, UTAH 84045 AND SHALL NOT BE COPIED, REDUCED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION
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4.114-FEB-2024
IS&R O&M
RVA
RK
RK
TOOELE, UT
2023 FENCE MAINTENANCE
IS&R 2023 ANNUAL
INSPECTION REPORT
ATLANTIC
RICHFIELD
0 1,000 2,000
SCALE IN FEET
VICINITY MAP
(NOT TO SCALE)
!
SITE LOCATION
PCCA/CARR FORK
UDWR INSTALLED CHAINLINK FENCE
2023 FENCE MAINTENANCE
1"= 2,000'
IN 2023 ATLANTIC RICHFIELD
REPAIRED 21 FENCE BREAK
LOCATIONS ALONG THE SHOWN
ALIGNMENT WHERE THE FENCE
WAS LOOSE, CUT, OR DAMAGED.
General Notes
APPROVED:
ENGINEER:
DRAWN BY:
Date
Project
Scale
Sheet
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF ANDERSON ENGINEERING COMPANY, INC., 2053 NORTH HILLCREST ROAD, SARATOGA SPRINGS, UTAH 84045 AND SHALL NOT BE COPIED, REDUCED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION
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22-AUG-2023
IS&R SLAG PILE
SECURITY
RA
RK
RK
IS&R 2023 ANNUAL
INSPECTION REPORT
2023 SLAG PILE FENCE
TOOELE, UTAH
ATLANTIC
RICHFIELD
0 125 250
SCALE IN FEET
EXISTING CHAIN LINK FENCE
EXISTING GATE
EXISTING BARBED WIRE FENCE
NEW 8 FT CHAIN LINK FENCE
VICINITY MAP
(NOT TO SCALE)
TOOELE
&
EXISTING THREE
STRAND BARBED
WIRE FENCE
&
EXISTING FOUR
STRAND BARBED
WIRE FENCE
&TIE INTO EXISTING
FENCE
&
EXISTING 8-FOOT CHAIN
LINK FENCE
&
NEW 8-FOOT CHAIN LINK
FENCE (627 FEET)
&
NEW 8-FOOT CHAIN LINK
FENCE (2213 FEET)
&
EXISTING GATE
&
SITE LOCATION
&
GATE #3
&GATE #2
&
GATE #1
!!!
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IS&R 2023 ANNUAL
INSPECTION REPORT
TVRR CHARACTERIZATION
TOOELE, UTAH
5.1
,.. "I r General Notes "
M-037+85L 648 M-046+25L U-004 U-016 +3 L 0 XRF As< 675 ppm
M-038 235 M-046+55L U-005 U -016 +75R 0 XRF As 676 -900 ppm
M-038+58L M-047 U-006 U-017 •XRF As > 900 ppm
M-039 M-048 U-007 273 U-017+DL
M-040 M-048+0R U-008 613 U-017+10L
M-041 M-048+4L U-009 488 U-018
M-04l+OL M-049 U-010 687 U-018+10L
M-042 M-050 U-011 644 U-018+10R
M-042+16L M-051 U-012 603 U-019
M-042+63L M-051+60L U-013 433 U-020
M-043 M-052 U-013+70L 576 U-02o+5R
M-044 M-053 U-0 14 331 U-021
M-044+55 L U-001 U-015 585 t
SCALE IN FEET
\.. 0 150 300 �
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DRAWN BY: BF, TP
ENGINEER:
APPROVED:
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TVRR SURVEY
12-OCT-2-023 5.2
1"=300' ..
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF ANDERSON ENGINEERING COMPANY, INC., 2053 NORTH HILLCREST ROAD, SARATOGA SPRJNGS, UTAH B4045AND SHALL NOT BE COPIED, REDUCED OR REPRODUCED WITHOUT THEIR WRJTTEN PERMISSION
IS&R 2023 ANNUAL
INSPECTION REPORT
TVRR CHARACTERIZATION
TOOELE, UTAH









  



 









 




 






 








 


 



 


  
 
  
 

 

 
 
 
 
  
 

 
 

 
 
 

 

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13IS&R 2023 ANNUAL
INSPECTION REPORT
TVRR CHARACTERIZATION
TOOELE, UTAH
5.3
M-037+85L M-046+25 L U-004 U-016+3 L
M-038 M-046+55 L U-005 U-016+75R
M-038+58L M-047 U-006 U-017
M-039 M-048 U-007 U-017+0L
M-04 0 M-048+oR U-008 U-017+10L
M-041 M-048+4L U-009 U-018
M-041+DL M-04 9 U-010 U-018+10L
M-042 M-050 U-011 U-018+10R
M-042+16L M-051 U-012 U-019
M-042+63 L M-051+60L U-013 U-020
M-043 M-052 U-013+70l U-02o+5R
M-04 4 M-053 U-014 U-021
M-044+55L U-001 U-015
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF ANDERSON ENGINEERING COMPANY, INC., 2053 NORTH HILLCREST ROAD, SARATOGA SPRJNGS, UTAH B4045AND SHALL NOT BE COPIED, REDUCED OR REPRODUCED WITHOUT THEIR WRJTTEN PERMISSION
0
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General Notes
XRF Pb <6,000 ppm
XRF Pb 6,000-8,000 ppm
XRF Pb > 8,000 ppm
SCALE IN FEET
0 150
ATLANTIC
RICHFIELD
300
""""ANDERSON
- -ENGINEERING COMPANY INC.
DRAWN BY: BF. TP
ENGINEER: RA
APPROVED: RA
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TVRR SURVEY ·-5.412-OCT-2023
k"
1w=300'
IS&R 2023 ANNUAL
INSPECTION REPORT
TVRR CHARACTERIZATION
TOOELE, UTAH
ATLANTIC RICHFIELD CO.PROPERTY BOUNDARY
ATLANTIC RICHFIELD CO.PROPERTY BOUNDARY
GW-3A
(Dry)
GW-7
57.6 ppb
GW-11
(Dry)
100 p
p
b
50 pp
b 25 pp
b
10
p
p
b
5 p
p
b
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GW-1
147 ppb
GW-4
<1 ppb
GW-8
22.9 ppb
IS&R LTOM PLAN
MONITORING WELL
LOCATIONS (WITH
ARSENIC CONCENTRATION
IN PPB)
ZONE 1
ZONE 2
ZONE 3
IS&R SITE BOUNDARY
Note: GW-3A and GW-11 were dry in 2023
so the contour points were based on
previous consistent sample data
1:1000
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF ANDERSON ENGINEERING COMPANY, INC., 2053 NORTH HILLCREST ROAD, SARATOGA SPRINGS, UT 84045 AND SHALL NOT BE COPIED, REDUCED, OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION.
15-Jan-2024
IS&R 2023 ANNUAL
INSPECTION REPORT
2023 GROUNDWATER ARSENIC
CONTOURS
TOOELE COUNTY, UTAH
ATLANTIC
RICHFIELD
IS&R
KC
KC
KC
6
ANDERSON
ENGINEERING COMPANY INC.
ANDERSON
ENGINEERING COMPANY INC
General Notes
APPROVED:
ENGINEER:
DRAWN BY:
Date
Project
Scale
Sheet
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF ANDERSON ENGINEERING COMPANY, INC., 2053 NORTH HILLCREST ROAD, SARATOGA SPRINGS, UTAH 84045 AND SHALL NOT BE COPIED, REDUCED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION
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7.1
1"=1,500'
13-DEC-2023
IS&R
RA
RA
RK
TOOELE, UT
SITE OVERVIEW
IS&R 2023 MAINTENANCE
ATLANTIC
RICHFIELD
0 750 1,500
SCALE IN FEET
PCCA/CARR FORK BOUNDARY
GATES
BORROW AREA
STAGING AREA
MAINTENANCE LOCATIONS
PERMANENT ACCESS ROADS
TEMPORARY ACCESS ROADS
&
Borrow
Area
&
Staging
Area
27
25
18.2
18.1
11
6.4
6.3
14.2
14.1
12.1
12.2
12.312.4
22.3
22.2
22.1
5.25.3
MAINTENANCE INCLUDED AN
18-INCH SOIL COVER, OVER
AN APPLIED/INCORPORATED
LIME SURFACE, AS
NECESSARY, AND SEEDED
WITH A MULCH COVER.
ANDERSON
ENGINEERING COMPANY INC.
General Notes
APPROVED:
ENGINEER:
DRAWN BY:
Date
Project
Scale
Sheet
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF ANDERSON ENGINEERING COMPANY, INC., 2053 NORTH HILLCREST ROAD, SARATOGA SPRINGS, UTAH 84045 AND SHALL NOT BE COPIED, REDUCED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION
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7.2
1"=250'
13-DEC-2023
IS&R
RVA
RVA
RK
TOOELE, UT
AS-BUILT WORK AREAS 5 AND
22
IS&R 2023 MAINTENANCE
AS BUILT
ATLANTIC
RICHFIELD
0 125 250
SCALE IN FEET
VICINITY MAP
(NOT TO SCALE)
PCCA/CARR FORK BOUNDARY
FERTILIZER, SEED, MULCH PLACED
18" PLACED COVER
22.1
22.2
22.3
5.25.3
ANDERSON
ENGINEERING COMPANY INC.
General Notes
APPROVED:
ENGINEER:
DRAWN BY:
Date
Project
Scale
Sheet
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF ANDERSON ENGINEERING COMPANY, INC., 2053 NORTH HILLCREST ROAD, SARATOGA SPRINGS, UTAH 84045 AND SHALL NOT BE COPIED, REDUCED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION
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7.3
1"=150'
12-DEC-2023
IS&R
RVA
RVA
RK
TOOELE, UT
AS-BUILT WORK AREAS 12 AND
14
IS&R 2023 MAINTENANCE
AS-BUILT
ATLANTIC
RICHFIELD
0 75 150
SCALE IN FEET
PCCA/CARR FORK BOUNDARY
FERTILIZER, SEED, MULCH PLACED
18" PLACED COVER
VICINITY MAP
(NOT TO SCALE)
12.1
12.212.3
12.4
14.1
14.2
ANDERSON
ENGINEERING COMPANY INC.
General Notes
APPROVED:
ENGINEER:
DRAWN BY:
Date
Project
Scale
Sheet
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF ANDERSON ENGINEERING COMPANY, INC., 2053 NORTH HILLCREST ROAD, SARATOGA SPRINGS, UTAH 84045 AND SHALL NOT BE COPIED, REDUCED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION
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7.4
1"=250'
13-DEC-2023
IS&R
RVA
RVA
RK
TOOELE, UT
AS-BUILT WORKS AREA 6
IS&R 2023 MAINTENANCE
AS-BUILT
ATLANTIC
RICHFIELD
0 125 250
SCALE IN FEET
PCCA/CARR FORK BOUNDARY
FERTILIZER, SEED, MULCH PLACED
18" PLACED COVER
VICINITY MAP
(NOT TO SCALE)
6.4
6.3
ANDERSON
ENGINEERING COMPANY INC.
General Notes
APPROVED:
ENGINEER:
DRAWN BY:
Date
Project
Scale
Sheet
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF ANDERSON ENGINEERING COMPANY, INC., 2053 NORTH HILLCREST ROAD, SARATOGA SPRINGS, UTAH 84045 AND SHALL NOT BE COPIED, REDUCED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION
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7.5
1"=50'
12-DEC-2023
IS&R
RVA
RVA
RK
TOOELE, UT
AS-BUILT WORK AREA 11
IS&R 2023 MAINTENANCE
AS-BUILT
ATLANTIC
RICHFIELD
0 25 50
SCALE IN FEET
PCCA/CARR FORK BOUNDARY
18" PLACED COVER
FERTILIZER, SEED, MULCH PLACED
VICINITY MAP
(NOT TO SCALE)
11
ANDERSON
ENGINEERING COMPANY INC.
General Notes
APPROVED:
ENGINEER:
DRAWN BY:
Date
Project
Scale
Sheet
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF ANDERSON ENGINEERING COMPANY, INC., 2053 NORTH HILLCREST ROAD, SARATOGA SPRINGS, UTAH 84045 AND SHALL NOT BE COPIED, REDUCED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION
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7.6
1"=100'
13-DEC-2023
IS&R
RVA
RVA
RK
IS&R 2023 MAINTENANCE
AS-BUILT
AS-BUILT WORK AREA 18
TOOELE, UT
ATLANTIC
RICHFIELD
0 50 100
SCALE IN FEET
PCCA/CARR FORK BOUNDARY
FERTILIZER, SEED, MULCH PLACED
18" PLACED COVER
VICINITY MAP
(NOT TO SCALE)
18.1 18.2
ANDERSON
ENGINEERING COMPANY INC.
General Notes
APPROVED:
ENGINEER:
DRAWN BY:
Date
Project
Scale
Sheet
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF ANDERSON ENGINEERING COMPANY, INC., 2053 NORTH HILLCREST ROAD, SARATOGA SPRINGS, UTAH 84045 AND SHALL NOT BE COPIED, REDUCED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION
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7.7
1"=150'
13-DEC-2023
IS&R
RVA
RVA
RK
TOOELE, UT
AS-BUILT WORK AREAS 25 AND
27
IS&R 2023 MAINTENANCE
AS-BUILT
ATLANTIC
RICHFIELD
0 75 150
SCALE IN FEET
PCCA/CARR FORK BOUNDARY
FERTILIZER, SEED, MULCH PLACED
18" PLACED COVER
VICINITY MAP
(NOT TO SCALE)
25
27
ANDERSON
ENGINEERING COMPANY INC.
General Notes
APPROVED:
ENGINEER:
DRAWN BY:
Date
Project
Scale
Sheet
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF ANDERSON ENGINEERING COMPANY, INC., 2053 NORTH HILLCREST ROAD, SARATOGA SPRINGS, UTAH 84045 AND SHALL NOT BE COPIED, REDUCED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION
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7.8
1"=100'
12-DEC-2023
IS&R
RVA
RVA
RK
TOOELE, UT
AS-BUILT BORROW AREA AND
STAGING AREA
IS&R 2023 MAINTENANCE
AS-BUILT
ATLANTIC
RICHFIELD
0 50 100
SCALE IN FEET
PCCA/CARR FORK BOUNDARY
FERTILIZER, SEED, MULCH PLACED
VICINITY MAP
(NOT TO SCALE)
BORROW
AREA
STAGING
AREA
2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site

APPENDIX A:
Inspection Forms

Page 1 of 13
Description Details: Conservation Area
Trash/Debris From the road check for garbage and other debris at the bottom of the slag pile and note any large items (cars, boats, etc.) that may have been stolen and abandoned. Evaluate and
address concerns.
Box Culvert Check the box culvert debris or restricted flow issues. Check for structural deficiencies. Evaluate and address concerns as needed.
Safety Berm Check the integrity of the 5' Safety Berm along edge of the slag pile. Evaluate and address concerns as needed.
Information Signs Check restricted entry and information signs for presence and condition. Evaluate and address concerns as needed.
Regraded/
Backfilled Areas
Check regraded areas for signs of erosion, settlement and degradation of cap material. (Backfill against the former smelter foundations, for purposes of the annual and five-year review, is
considered a regraded area.) Evaluate and address concerns as needed.
Borrow Areas Check borrow areas for vegetation cover (density and specie variety) and erosion. Evaluate and address concerns as needed.
Backfilled Erosion Rills Check backfilled erosion rills for damage; ensure constructed diversion berms are keeping the rill from re-occurring. Evaluate and address concerns as needed.
Cap Check capped areas for sustainability (vegetative cover, etc.), bio-intrusion or human caused damage. Evaluate and address findings as needed.
Channels Check channels and channel revetment for erosion caused damage, damage by other natural causes or by human related activity. Evaluate and address concerns as needed.
Diversion Berms Check constructed diversion berms to ensure adequacy; check berm for overtopping, erosion or breach. Evaluate and address concerns as needed.
Fence Check all Conservation Area fencing including fencing along roads, gun club, etc. for damage or deficiencies.
Vegetation Check work areas of stressed vegetation. If encountered check the area for evidence of waste material. If waste is observed take appropriate action.
Erosion Check work area with special consideration of reclaimed areas for evidence of erosion that has caused or may cause exposure to waste materials.
Page 2 of 13
Work Area 1 (See Figure 2.2)
Date:6/13/2023-6/19/2023
Inspector:
J. BOND, R. JACKSON,
R. ANDERSON
Item Number Description Rate Inspected for:Condition Action Taken:
WA1-1 Fence Annually Damage/Deficiencies Overall good conditions, minor damaged, cut, or loose locations.UDWR Notified, Atlantic Richfield performed fence
maintenance in WA-1
WA1-2 Vegetation Annually Distressed areas/ Waste
material Overall good vegetation cover No action taken
WA1-3 Erosion Annually Exposed areas No significant erosion observed No action taken
WA1-4 Information Signs Annually Presence/Condition Observed signs in good condition No action taken
Signature:
Other Actions/Comments:
Page 3 of 13
Work Area 2 (See Figure 2.2)
Date:6/13/2023-6/19/2023
Inspector:
J. BOND, R. JACKSON,
R. ANDERSON
Item Number Description Rate Inspected for:Condition Action Taken:
WA2-1 Fence Annually Damage/Deficiencies Good.Additional 8 ft. high chain link added.
WA2-2 Vegetation Annually Distressed areas Good No action taken
WA2-3 Erosion Annually Exposed areas Good No action taken
WA2-4 Information Signs Annually Presence/Condition Good No action taken
WA2-5 Trash/Debris Annually Trash/Debris Good No action taken
WA2-6 18" Cap
Main Area Annually Sustainability/ Damage Good No action taken
WA2-7
18" Cap
North of Paved Road
West Area
Annually Sustainability/ Damage Good No action taken
WA2-8
18" Cap
North of Paved Road
East Area
Annually Sustainability/ Damage Good No action taken
WA2-9 18" Cap
North of WA7 Annually Sustainability/ Damage Good No action taken
WA2-10 18" Cap
South of Paved Road Annually Sustainability/ Damage Good No action taken
WA2-11 Safety Berm Annually Exposed areas/Erosion Good No action taken
Signature:
Other Actions/Comments:
Page 4 of 13
Work Area 3N (See Figure 2.2)
Date:6/13/2023-6/19/2023
Inspector:
J. BOND, R. JACKSON,
R. ANDERSON
Item Number Description Rate Inspected for:Condition Action Taken:
WA3N-1 Fence Annually Damage/Deficiencies Overall good conditions, minor damaged, cut, or loose locations.UDWR Notified, Atlantic Richfield performed fence
maintenance in WA3N
WA3N-2 Vegetation Annually Distressed areas Good vegetative cover No action taken
WA3N-3 Erosion Annually Exposed areas Good No action taken
WA3N-4 Information Signs Annually Presence/Condition Good No action taken
WA3N-5 12" Cap Main Annually Sustainability/ Damage Good No action taken
WA3N-6 12" Cap East Annually Sustainability/ Damage Good No action taken
WA3N-7 12" Cap
Detention Basin Annually Sustainability/ Damage Bare Soil Noted Action taken. See comments
WA3N-8
24" Cap
West Carr Fork
Landfill
Annually Sustainability/ Damage Good No action taken
WA3N-9
24" Cap
East Carr Fork
Landfill
Annually Sustainability/ Damage Good with fair amount of vegetation No action taken
WA3N-10 Diversion Berm Annually Erosion/Breach Good No action taken
WA3N-11 Diversion Berm Annually Erosion/Breach Good No action taken
WA3N-12 Diversion Berm Annually Erosion/Breach Good No action taken
WA3N-13 Diversion Berm Annually Erosion/Breach Good No action taken
WA3N-14 Diversion Berm Annually Erosion/Breach Good No action taken
WA3N-15 Diversion Berm Annually Erosion/Breach Good No action taken
WA3N-16 Diversion Berm Annually Erosion/Breach Good No action taken
WA3N-17 Diversion Berm
East of West CF Landfill Annually Erosion/Breach Good No action taken
WA3N-18 Channel
East of West CF Landfill Annually Erosion/Damage Good No action taken
WA3N-19
Regraded/Backfilled
Area - East
(12" Cap)
Annually Erosion/Settlement Good No action taken
WA3N-20
Regraded/Backfilled
Area - West
(12" Cap)
Annually Erosion/Settlement Good No action taken
WA3N-21
Regraded/Backfilled
Area - East of West CF
Landfill
(No Cap)
Annually Erosion/Settlement Good No action taken
WA3N-22 12" Cap North of Dry
Creek Annually Sustainability/ Damage Good No action taken
Signature:
Other Actions/Comments: Maintenance work performed at WA3N-7, and south of WA3N-8. Work completed by December 2023. Additional 18" Soil Cover Added, Mulched, and reseeded.
Page 5 of 13
Work Area 3S (See Figure 2.2)
Date:6/13/2023-6/19/2023
Inspector:
J. BOND, R. JACKSON,
R. ANDERSON
Item Number Description Rate Inspected for:Condition Action Taken:
WA3S-1 Fence Annually Damage/Deficiencies Good No action taken
WA3S-2 Vegetation Annually Distressed areas Good No action taken
WA3S-3 Erosion Annually Exposed areas Good Action taken, see comments
WA3S-4 Information Signs Annually Presence/Condition Good No action taken
WA3S-5 12" Cap
Main Area Annually Sustainability/ Damage Bare Soil Noted Action taken. See comments
Signature:
Other Actions/Comments: Maintenance work performed at WA3. Work completed by December 2023. Additional 18" Soil Cover Added, Mulched, and reseeded.
Page 6 of 13
Work Area 4 (See Figure 2.2)
Date:6/13/2023-6/19/2023
Inspector:
J. BOND, R. JACKSON,
R. ANDERSON
Item Number Description Rate Inspected for:Condition Action Taken:
WA4-1 Fence Annually Damage/Deficiencies Overall good conditions, minor damaged, cut, or loose locations.UDWR Notified, Atlantic Richfield performed fence
maintenance in WA4
WA4-2 Vegetation Annually Distressed areas Good No action taken
WA4-3 Erosion Annually Exposed areas Good No action taken
WA4-4 Information Signs Annually Presence/Condition Good No action taken
WA4-5 12" Cap
East; South Bench Annually Sustainability/ Damage Good No action taken
WA4-6 12" Cap
East Annually Sustainability/ Damage Good No action taken
WA4-7
12" Cap
Surrounded
by Regraded Area
Annually Sustainability/ Damage Good No action taken
WA4-8 Riprap Channel Annually Erosion/Damage Good No action taken
WA4-9 Riprap Channel Annually Erosion/Damage Good No action taken
WA4-10 Riprap Channel Annually Erosion/Damage Good No action taken
WA4-11 Riprap Channel Annually Erosion/Damage Good No action taken
WA4-12
Regraded/Backfilled Area
East
(No Cap)
Annually Erosion/Settlement Good No action taken
WA4-13
Regraded/Backfilled Area
West
(12" Cap)
Annually Erosion/Settlement Good No action taken
WA4-14 Box Culvert Annually Debris/Structural
Deficiencies Good No action taken
Signature:
Other Actions/Comments:
Page 7 of 13
Work Area 5 (See Figure 2.2)
Date:6/13/2023-6/19/2023
Inspector:
J. BOND, R. JACKSON,
R. ANDERSON
Item Number Description Rate Inspected for:Condition Action Taken:
WA5-1 Fence Annually Damage/Deficiencies Overall good conditions, minor damaged, cut, or loose locations.UDWR Notified, Atlantic Richfield performed fence
maintenance in WA5
WA5-2 Vegetation Annually Distressed areas Distressed and/or Bare Area along TVRR Grade.See Comments
WA5-3 Erosion Annually Exposed areas Good No action taken
WA5-4 Information Signs Annually Presence/Condition Good No action taken
WA5-5 12" Cap East
of Paved Road Annually Sustainability/ Damage Good No action taken
WA5-6 Drainage Channel East Annually Erosion/Damage Good No action taken
WA5-7 Drainage Channel West Annually Erosion/Damage Good No action taken
WA5-8 Diversion Berm Annually Erosion/Breach Good No action taken
WA5-9 12" Cap Along Rail Road
Grade Annually Sustainability/ Damage Good No action taken
Signature:
Other Actions/Comments: TVRR Characterization of Bare Soils along on-site rail grade.
Page 8 of 13
Work Area 6 (See Figure 2.2)
Date:6/13/2023-6/19/2023
Inspector:
J. BOND, R. JACKSON,
R. ANDERSON
Item Number Description Rate Inspected for:Condition Action Taken:
WA6-1 Fence Annually Damage/Deficiencies Good No action taken
WA6-2 Vegetation Annually Distressed areas Good No action taken
WA6-3 Erosion Annually Exposed areas Good No action taken
WA6-4 Information Signs Annually Presence/Condition Good No action taken
WA6-5 12" Cap Parking
Lot Landfill Annually Sustainability/ Damage Good No action taken
WA6-6 12" Cap Iron Area Annually Sustainability/ Damage Good No action taken
WA6-7
12" Cap
West
of Paved Road
Annually Sustainability/ Damage Good No action taken
WA6-8 24" Cap Pine
Canyon Landfill Annually Sustainability/ Damage Good No action taken
WA6-9
Diversion Berm
West
of Paved Road
Annually Erosion/Breach Good No action taken
WA6-10 Regraded Area
West (No Cap)Annually Erosion/Settlement Good No action taken
WA6-11 Regraded Area
Center (No Cap)Annually Erosion/Settlement Good No action taken
WA6-12 Regraded Area
East (No Cap)Annually Erosion/Settlement Good No action taken
WA6-13 Borrow Area
North Annually Vegetation/Erosion Good No action taken
WA6-14 Borrow Area
Center Annually Vegetation/Erosion Good No action taken
WA6-15 Borrow Area
South Annually Vegetation/Erosion Good No action taken
WA6-16 Borrow Area
South of Gun Club Annually Vegetation/Erosion Good No action taken
Signature:
Other Actions/Comments:
Page 9 of 13
Work Area 7 (See Figure 2.2)
Date:6/13/2023-6/19/2023
Inspector:
J. BOND, R. JACKSON,
R. ANDERSON
Item Number Description Rate Inspected for:Condition Action Taken:
WA7-1 Fence Annually Damage/Deficiencies Good No action taken
WA7-2 Vegetation Annually Distressed areas Good No action taken
WA7-3 Erosion Annually Exposed areas Good No action taken
WA7-4 Information Signs Annually Presence/Condition Good No action taken
WA7-5
24" Cap
Elton Tunnel
Waste Rock
Annually Sustainability/ Damage Good No action taken
WA7-6 Rip Rap Channel
at Pond Outlet Annually Erosion/Damage Good No action taken
WA7-7 Regraded Area
South of Pond (No Cap)Annually Erosion/Settlement Good No action taken
Signature:
Other Actions/Comments:
Page 10 of 13
Work Area 8 (See Figure 2.2)
Date:6/13/2023-6/19/2023
Inspector:
J. BOND, R. JACKSON,
R. ANDERSON
Item Number Description Rate Inspected for:Condition Action Taken:
WA8-1 Fence Annually Damage/Deficiencies Good No action taken
WA8-2 Vegetation Annually Distressed areas Good No action taken
WA8-3 Erosion Annually Exposed areas Erosion/Bare Areas Noted Action taken, See comments
WA8-4 Information Signs Annually Presence/Condition Good No action taken
WA8-5
12" Cap
3-Locations
East of Access Road
Annually Sustainability/ Damage Good No action taken
WA8-6 12" Cap West of
Tailings Dam Annually Sustainability/ Damage Good No action taken
WA8-7 12" Cap East of
Tailings Dam Annually Sustainability/ Damage Erosion/Bare Areas Noted Action taken, See comments
WA8-8
12" Cap East of Tailings
Dam, Thin Connection
Strip
Annually Sustainability/ Damage Good No action taken
WA8-9
12" Cap
West of
Paved Road
Annually Sustainability/ Damage Good No action taken
WA8-10 12" Cap South
Settling Pond Annually Sustainability/ Damage Good No action taken
WA8-11 12" Cap
North Settling Pond Annually Sustainability/ Damage Good No action taken
WA8-12
6" Cap
North Half of
Tailings Dam and Flat
Area North of Dam
Annually Sustainability/ Damage Good No action taken
WA8-13
6" Cap
South Half of Tailings
Dam
Annually Sustainability/ Damage Good No action taken
WA8-14 6" Cap East
of Tailings Dam Annually Sustainability/ Damage Good No action taken
WA8-15
Diversion Berm
6" Cap
East of Tailings Dam
Annually Sustainability/ Damage Good No action taken
WA8-16 Diversion Berm
Existing Berm Annually Erosion/Breach Good No action taken
WA8-17 Drainage Channel
Southwest Annually Erosion/Damage Good No action taken
WA8-18 Drainage Channel
Southeast Annually Erosion/Damage Good No action taken
WA8-19 Channel
West of Tailings Dam Annually Erosion/Damage Good No action taken
WA8-20
Rip Rap Channel From
Dry Creek Cutting
Through Tailings Dam
Annually Erosion/Damage Good No action taken
WA8-21
Drainage Channel From
Dry Creek Through
Tailings Pond
Annually Erosion/Damage Good No action taken
WA8-22
Drainage Channel From
Dry Creek West of
Tailings Dam
Annually Erosion/Damage Good No action taken
WA8-23 Rip Dap Channel on
Berm North End Annually Erosion/Damage Good No action taken
WA8-24 Backfilled Erosion Rill
Berm North End Annually Damage/Deficiencies Good No action taken
WA8-23 Rip Dap Channel on
Berm North End Annually Erosion/Damage Good No action taken
WA8-25 Backfilled Erosion Rill
Berm South End Annually Damage/Deficiencies Good No action taken
WA8-26 Rip Dap Channel on
Berm South End Annually Erosion/Damage Good No action taken
Signature:
Other Actions/Comments: Maintenance work performed at WA8. Work completed by December 2023. Additional 18" Soil Cover Added, Mulched, and reseeded.
Page 11 of 13
Work Area 9 (See Figure 2.2)
Date:6/13/2023-6/19/2023
Inspector:
J. BOND, R. JACKSON,
R. ANDERSON
Item Number Description Rate Inspected for:Condition Action Taken:
WA9-1 Fence Annually Damage/Deficiencies Overall good conditions, minor damaged, cut, or loose locations.UDWR Notified
WA9-2 Vegetation Annually Distressed areas Good No action taken
WA9-3 Erosion Annually Exposed areas Good No action taken
WA9-4 Information Signs Annually Presence/Condition Good No action taken
WA9-5
12" Cap
2-Locations
West of Access Road
Annually Sustainability/ Damage Erosion/Bare Areas Noted Action taken, See comments
WA9-6
12" Cap
West of
Ericson Road
Annually Sustainability/ Damage Erosion/Bare Areas Noted Action taken, See comments
WA9-7 Drainage Channel West
of Paved Road Annually Erosion/Damage Good No action taken
WA9-8 Rip Rap Channel into
Southwest Borrow Area Annually Erosion/Damage Good No action taken
WA9-9 Borrow Area
Southwest Annually Vegetation/Erosion Good Action taken. See comments
WA9-10 Borrow Area
Southeast Annually Vegetation/Erosion Good No action taken
WA9-11 Borrow Area
Northwest Annually Vegetation/Erosion Good No action taken
Signature:
Other Actions/Comments: Maintenance work performed at WA9-6, near intersection of Erikson RD and Blue Peak RD, WA9-5, and southwest of WA9-5. Work completed by December 2023. Additional 18" Soil Cover Added, Mulched, and reseeded.
Page 12 of 13
Work Area 10 - Not Applicable, refer to Developer Guidelines
Work Area 11 (See Figure 2-1)
Date:6/13/2023-6/19/2023
Inspector:
J. BOND, R. JACKSON,
R. ANDERSON
Item Number Description Rate Inspected for:Condition Action Taken:
WA11-1 Fences Annually Damage/Deficiencies Not applicable - No fences n/a
WA11-2 Vegetation Annually Distressed areas Good No action taken
WA11-3 Erosion Annually Exposed areas Good No action taken
WA11-4 Information Signs Annually Presence/Condition Not applicable - No signs n/a
WA11-5 12" Cap
Waste Isolation Cell Annually Sustainability/ Damage Good No action taken
Signature:
Work Area 12 - Not Applicable, refer to Groundwater Report
Other Actions/Comments:
Page 13 of 13
Description Details: Tooele Valley Railroad
Erosion
Trash/Debris
Vegetation
Tooele Valley Railroad Extension Section -- Trestle (Tooele City)
Date:6/13/2023-6/19/2023
Inspector:
J. BOND, R. JACKSON,
R. ANDERSON
Item Number Description Rate Inspected for:Condition Action Taken:
TVRR-1 General Disturbance Annually Disturbance/Damage Good No action taken
TVRR-2 Erosion Annually Exposed areas Good No action taken
TVRR-3 Trash/Debris Annually Debris on cover Good No action taken
TVRR-4 Vegetation Annually Noxious weeds Good; vegetation healthy around the riprap No action taken
Signature:
Tooele Valley Railroad Extension Section -- Waste Capped in Place (Private Stake Holders)
Date:6/13/2023-6/19/2023
Inspector:
J. BOND, R. JACKSON,
R. ANDERSON
Item Number Description Rate Inspected for:Condition Action Taken:
TVRR-1 General Disturbance Annually Disturbance/Damage Good No action taken
TVRR-2 Erosion Annually Exposed areas Good No action taken
TVRR-3 Trash/Debris Annually Debris on cover Good No action taken
TVRR-4 Vegetation Annually Noxious weeds Good No action taken
Signature:
Other Actions/Comments:
Other Actions/Comments:
General Disturbance Check for evidence of disturbance, such as damage from vehicles, digging, cover removal, etc.
Check for evidence of erosion of the cover material that has caused or may cause exposure to waste materials.
Check for evidence of trash or debris dumping on the cover.
Check for evidence of noxious weeds.
2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site

APPENDIX B:
Site Photographs

IS&R Photograph Log
01
Taken By:
Date:
Orientation:
Description:
Jaden Bond
14 JUN 2023 11:04
Southwest
SOIL COVERED AREA. THERE IS
SPARSE VEGETATION ALONG SOME
PARTS OF THE PERIMETER
SOUTHEASTERN PART OF WA8-9.
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
02
Jaden Bond
14 JUN 2023 10:38
Northeast
SOIL COVERED AREA. THERE ISSPARSE VEGETATION ALONG SOME
PARTS OF THE PERIMETERSOUTHEASTERN PART OF WA8-9.
03
Jaden Bond
14 JUN 2023 11:00
Southwest
TVRR within PCCA
IS&R Photograph Log
04
Taken By:
Date:
Orientation:
Description:
Jaden Bond
14 JUN 2023 10:54
Northeast
A CONSTRUCTED EARTHEN
CHANNEL, WA5-6
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
05
Jaden Bond
14 JUN 2023 12:16
Northwest
VIEW OF WA4-5 COVER AREA.
VEGETATION IS OKAY
06
Jaden Bond
14 JUN 2023 12:12
West
VIEW OF WA4-5 COVER AREA.
IS&R Photograph Log
07
Taken By:
Date:
Orientation:
Description:
Jaden Bond
14 JUN 2023 11:59
West
VIEW OF THE COVER AREA
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
08
Jaden Bond
14 JUN 2023 11:39
Southwest
VIEW OF WA4-8 NO SIGNS OFEROSION
09
Jaden Bond
14 JUN 2023 11:36
Northwest
VIEW OF WA4-9 THE RIP RAP
CHANNEL WITH GOOD VEGETATION
IS&R Photograph Log
10
Taken By:
Date:
Orientation:
Description:
Jaden Bond
14 JUN 2023 11:47
Southwest
VIEW OF WA4-13 AND WA 4-6. THE COVER AREA AND 3:1 SLOPE
REGRADING AREA. RIP RAP CHANNEL IN GOOD CONDITION.
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
11
Jaden Bond
14 JUN 2023 11:52
West
VIEW OF WA4-8, WA4-13, AND
WA4-16. THE COVER AREA AND 3:1 SLOPE REGRADING AREA. RIP RAP
OPEN CHANNEL IN GOOD CONDITION
12
Jaden Bond
14 JUN 2023 11:27
East
VIEW OF WA4-9, WA4-8, & THE
OUTLET OF THE CONSTRUCTED
OPEN CHANNEL
IS&R Photograph Log
12-1
Taken By:
Date:
Orientation:
Description:
Jaden Bond
14 JUN 2023 11:29
West
VIEW OF WA4-9, WA4-8, & THE
OUTLET OF THE CONSTRUCTED
OPEN CHANNEL. VEGETATION
GROWING INSIDE THE RIP RAP
OPEN CHANNEL
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
13
Jaden Bond
14 JUN 2023 11:15
South
VIEW OF WA4-8 THE COVER AREA IS WELL VEGETATED
14
Jaden Bond
14 JUN 2023 11:11
South
VIEW OF WA4-8 THE COVER AREA
IS&R Photograph Log
15
Taken By:
Date:
Orientation:
Description:
Jaden Bond
14 JUN 2023 11:21
Southwest
VIEW OF WA4-11 THE TAIL END OF
THE CONSTRUCTED OPEN
CHANNEL. VIEW OF WA4-8
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
16
Jaden Bond
14 JUN 2023 11:18
Southwest
VIEW OF GULLEY NEXT TO PAVED
ROAD SHOWING NO SIGNS OF
EROSION
17
Jaden Bond
13 JUN 2023 12:54
Northeast
VIEW OF SMELTER ROAD AND
CONSTRUCTED RIP RAP CHANNEL
IS&R Photograph Log
18
Taken By:
Date:
Orientation:
Description:
Jaden Bond
13 JUN 2023 12:58
West
THE DRAINAGE OF DRY CANYON TO
THE WEST AND LOWER PORTION OF
THE SITE. THEE ARE OCCASIONAL
ROCKY AREAS BARE OF
VEGETATION.
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
19
Ryan Jackson
13 JUN 2023 13:06
Southwest
THE AREA EAST OF THE SHOOTING
RANGE IS VEGETATED
20
Ryan Jackson
13 JUN 2023 13:10
Northeast
THE GUN CLUB ACCESS ROAD OVERTHERE BORROW AREA
IS&R Photograph Log
21
Taken By:
Date:
Orientation:
Description:
Jaden Bond
13 JUN 2023 13:16
West
THE GUN CLUB BORROW AREA
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
22
Jaden Bond
13 JUN 2023 13:21
East
VIEW OF COVER AREA
23
Jaden Bond
13 JUN 2023 13:24
Northwest
VIEW OF COVER AREA
IS&R Photograph Log
24
Taken By:
Date:
Orientation:
Description:
Jaden Bond
13 JUN 2023 13:27
Southwest
VIEW OF COVER AREA AND 3:1 SLOPE
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
25
Ryan Jackson
15 JUN 2023 14:16
Southwest
THE SOIL COVERED AREA NEAR THE
GUN CLUB REMAINS WELLVEGETATED AND IN GOOD
CONDITION.
26
Ryan Jackson
15 JUN 2023 14:17
Northwest
WA6-5 AND WA6-14 ARE IN GOOD
CONDITION
IS&R Photograph Log
27
Taken By:
Date:
Orientation:
Description:
Ryan Jackson
15 JUN 2023 14:16
Northwest
WA6-12, THE REGRADED SLOPE, IS
IB GOOD CONDITION
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
28
Jaden Bond
15 JUN 2023 14:09
North
THE NORTHWEST MOST BORROW
AREA,WA6-13.
29
Ryan Jackson
15 JUN 2023 14:07
North
THE SLOPE ADJOINING THE SLAG
AND WA6-8 IS IN GOOD CONDITION,NO EROSION IS OBSERVED.
IS&R Photograph Log
30
Taken By:
Date:
Orientation:
Description:
Ryan Jackson
15 JUN 2023 10:52
West
EDGE OF SLAG PILE SHOWING
EROSION
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
31
Jaden Bond
13 JUN 2023 13:38
North
THE COVER ON THE SLAG PILE
32
Jaden Bond
13 JUN 2023 13:41
East
VIEW OF THE SLOPE RE-GRADE AT
WA3-19
IS&R Photograph Log
33
Taken By:
Date:
Orientation:
Description:
Jaden Bond
14 JUN 2023 9:10
Southwest
THE SLAG PILE ON THE SOUTH OF
SMELTER ROAD
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
34
Jaden Bond
14 JUN 2023 8:54
North
THE COVER ON THE SLAG PILE
35
Jaden Bond
13 JUN 2023 13:35
Southeast
THE SOIL COVER AT WA3N-5
IS&R Photograph Log
36
Taken By:
Date:
Orientation:
Description:
Jaden Bond
13 JUN 2023 13:33
Northwest
VIEW OF BORROW AREA AND 3:1
SLOPE REGRADING
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
37
Jaden Bond
14 JUN 2023 9:17
South
VIEW OF 3:1 SLOPE REGRADING,
COVER AREA, & CONSTRUCTED STORM WATER DIVERSION BERMS
38
Jaden Bond
14 JUN 2023 9:21
South
VIEW OF 3:1 SLOPE REGRADING,
COVER AREA, & CONSTRUCTED
STORM WATER DIVERSION BERMS.
IS&R Photograph Log
39
Taken By:
Date:
Orientation:
Description:
Jaden Bond
14 JUN 2023 9:24
South
VIEW OF 3:1 SLOPE REGRADING, COVER AREA, & CONSTRUCTED
STORM WATER DIVERSION BERMS.
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
40
Jaden Bond
14 JUN 2023 9:25
Northwest
VIEW OF 3:1 SLOPE REGRADING,
COVER AREA, & CONSTRUCTED
STORM WATER DIVERSION BERMS.
41
Jaden Bond
14 JUN 2023 9:27
South
VIEW OF 3:1 SLOPE REGRADING, COVER AREA, & CONSTRUCTED
STORM WATER DIVERSION BERMS.
IS&R Photograph Log
42
Taken By:
Date:
Orientation:
Description:
Jaden Bond
14 JUN 2023 9:30
North
VIEW OF WA3N-7 THE COVER AREA WITH BRUSH AND NO WEEDS.
THERE IS A PIECE OF RAILROAD TRACK DUMPED.
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
43
Jaden Bond
14 JUN 2023 9:33
South
VIEW OF WA3N-5 THE COVER
AREA WITH BRUSH, WEEDS AND DUMPED EASY UP FENCE
43-1
Jaden Bond
14 JUN 2023 9:35
South
VIEW OF WA3N-7 AND WA3N-15. THE
CAPPED AREA WITH BRUSH ANDWEEDS.
IS&R Photograph Log
44
Taken By:
Date:
Orientation:
Description:
Jaden Bond
14 JUN 2023 9:40
Southwest
VIEW OF WA3N-7 COVER AREA, NO EROSION PRESENT
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
44-1
Jaden Bond
14 JUN 2023 9:41
West
VIEW OF WA3N-7 COVER AREA, NO EROSION PRESENT
45
Jaden Bond
14 JUN 2023 9:49
Southwest
VIEW OF WA3N-6 COVER AREA WITH
CONSTRUCTED RIP RAP OPEN
CHANNEL
IS&R Photograph Log
46
Taken By:
Date:
Orientation:
Description:
Jaden Bond
14 JUN 2023 9:52
West
VIEW OF WA3N-6 COVER AREA WITH CONSTRUCTED RIP RAP OPEN
CHANNEL
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
47
Ryan Jackson
19 JUN 2023 11:47
Northeast
VIEW OF WA3N-8 THE COVER
AREA. NO SIGNS OF EROSION
48
Jaden Bond
14 JUN 2023 12:35
North
VIEW OF WA3N-8 THE COVER
AREA. NO SIGNS OF EROSION.
IS&R Photograph Log
50
Taken By:
Date:
Orientation:
Description:
Ryan Jackson
13 JUN 2023 12:40
Northwest
VIEW OF THE WORK AREA AROUND
BOUNDARY 09.
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
51
Ryan Jackson
13 JUN 2023
Northwest
VIEW OF THE RUNOFF DRAINAGE CHANNEL BESIDE THE PAVED ROAD
COVERED IN VEGETATION.
49
Jaden Bond
13 JUN 2023 12:50
Northwest
VIEW OF COVER AREA OF WA8-9
IS&R Photograph Log
53
Taken By:
Date:
Orientation:
Description:
Jaden Bond
13 JUN 2023 11:54
Northeast
VIEW OF THE DRAINAGE CHANNEL
ON THE NORTH SIDE OF SMELTER
ROAD.
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
54
Jaden Bond
13 JUN 2023
East
VIEW OF THE DRAINAGE CHANNEL
SLOPE BESIDES THE PAVED ROAD
52
Ryan Jackson
15 JUN 2023 13:48
Northwest
THE CONSTRUCTED EARTHEN AND
RIPRAP CHANNEL THAT RUNSTHROUGH THE TAILINGS
IMPOUNDMENT IS IN GOODCONDITION.
IS&R Photograph Log
56
Taken By:
Date:
Orientation:
Description:
Ryan Jackson
13 JUN 2023
Northwest
VIEW OF THE DRAINAGE CHANNEL
BESIDE THE PAVED ROAD COVERED
IN VEGETATION.
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
57
Ryan Jackson
15 JUN 2023 12:38
Northwest
THE SOUTH PORTION OF DIVERSIONBERM WA8-16 THE BERM IS WELL
VEGETATED AND FREE FROMSIGNIFICANT EROSION.
55
Ryan Jackson
13 JUN 2023
Southeast
VIEW BETWEEN THE ACCESS ROAD
ON THE WEST SIDE, AND THE DRAINAGE CHANNEL ON THE EAST
SIDE.
IS&R Photograph Log
59
Taken By:
Date:
Orientation:
Description:
Jaden Bond
15 JUN 2023 10:28
Southwest
VIEW OF DRAINAGE CHANNEL FROM
DRY CREEK. RIP RAP CHANNEL ON
BERM WITH BACK FILLED EROSION
FILL NEXT TO IT.
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
60
Jaden Bond
15 JUN 2023 10:04
North
THE CONSTRUCTED BEEM AT THE
NORTH OF WORK AREA 08. NO
EROSION IS OBSERVED.
VEGETATION IS IN GOOD CONDITION
58
Ryan Jackson
15 JUN 2023 9:51
West
THE NORTH SLOPE OF THE TAILINGS
PILE. VEGETATION IS PREVALENT
AND THE SLOPE IS FREE FROM
EROSION.
IS&R Photograph Log
62
Taken By:
Date:
Orientation:
Description:
Ryan Jackson
15 JUN 2023 9:28
Southeast
THE WASTE ISOLATED CELLAPPEARS IN GOOD CONDITION WITH
SIGNIFICANT VEGETATIVE GROWTHON THE SOIL COVER.
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
63
Jaden Bond
15 JUN 2023 9:45
Southeast
THE TAILINGS SOIL COVER WITHINTHE TAILINGS IMPOUNDMENT IS IN
GOOD CONDITION, NO SIGNIFICANTEROSION IS OBSERVED ON THE
SLOPE.
61
Jaden Bond
15 JUN 2023 9:52
West
THE CONSTRUCTED EARTHEN AND
RIP RAP CHANNEL THAT RUNS THROUGH THE TAILINGS
IMPOUNDMENT IS IN GOOD CONDITION.
IS&R Photograph Log
65
Taken By:
Date:
Orientation:
Description:
Jaden Bond
15 JUN 2023 10:19
East
THE TAILINGS SOIL COVER WITHIN
THE TAILINGS IMPOUNDMENT IS IN GOOD CONDITION, NO SIGNIFICANT
EROSION IS OBSERVED ON THE SLOPE.
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
66
Ryan Jackson
15 JUN 2023 12:24
East
VIEW OF THE SOUTHERN-MOST
CONSTRUCTED RIPRAP CHANNELS
WITHIN THE TAILINGS IMPOUND.
64
Jaden Bond
15 JUN 2023 9:28
East
THE TAILINGS AOIL COVER WITHIN
THE TAILINGS IMPOUNDMENT IS IN
GOOD CONDITION, NO SIGNIFICANT
EROSION IS OBSERVED ON THE
SLOPE.
IS&R Photograph Log
68
Taken By:
Date:
Orientation:
Description:
Jaden Bond
14 JUN 2023 13:24
North
VIEW OF THE REPOSITORY AREA
WITHIN THE IMPOUNDMENT.VEGETATION AND GRASSES ARE
LUSH.
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
67
Ryan Jackson
15 JUN 2023 12:09
East
VIEW LOOKING INTO THE
REPOSITORY FROM ATOP THE
TAILINGS IMPOUND.
69
Jaden Bond
14 JUN 2023 13:27
East
THE SOUTHEAST BORROW AREA.
THE VEGETATION ANS SHRUBBERY
ARE VERY HEALTHY
IS&R Photograph Log
70
Taken By:
Date:
Orientation:
Description:
Jaden Bond
14 JUN 2023 13:16
East
VIEW OF THE WESTERN EDGE OF
THE SITE FROM ERICSON ROAD.
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
71
Ryan Jackson
15 JUN 2023 11:27
Northwest
THE VEGETATION IN THIS AREA IS IN
GOOD CONDITION. NO SIGNIFICANT
SOIL EROSION IS OBSERVED
72
Ryan Jackson
15 JUN 2023 11:40
Southwest
THE VEGETATION IN THIS AREA IS IN
GOOD CONDITION. NO SIGNIFICANT
SOIL EROSION IS OBSERVED
IS&R Photograph Log
73
Taken By:
Date:
Orientation:
Description:
Jaden Bond
15 JUN 2023 8:33
East
VIEW OF THE REVEGETATED TAILINGS IMPOUNDMENT FROM
THE SITE ENTRANCE
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
74
Ryan Jackson
15 JUN 2023 11:20
South
VIEW OF SOUTHWEST BORROW
AREA
75
Jaden Bond
15 JUN 2023 11:08
East
THE TAILINGS IMPOUNDMENT
DRAINAGE DITCH. VEGETATION IN
THIS AREA HAS GROWN WELL SINCE
ADDITIONAL COVER SOIL AND
SEEDING PLACEMENT IN 2020.
IS&R Photograph Log
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
76
Ryan Jackson
15 JUN 2023 12:23
Northwest
VIEW OF BORROW AREA
78
Ryan Jackson
15 JUN 2023 8:56
Northeast
VIEW OF WA7-7 ACCESS ROAD.
VEGETATION IN GOOD
CONDITION
77
Ryan Jackson
15 JUN 2023 8:52
Northwest
COVER AREA OF ELTON TUNNEL
WASTE ROCK. VEGETATION IS
GREEN
IS&R Photograph Log
79
Taken By:
Date:
Orientation:
Description:
Jaden Bond
15 JUN 2023 9:04
East
VIEW OF WA6-8, THE SOIL COVERED SLOPE, NEAR THE SLAG.
THE VEGETATION IS HEALTHY, AND NO EROSION IS OBSERVED ON THE
SLOPE
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
80
Ryan Jackson
15 JUN 2023 9:12
North
VIEW OF THE FORMER SOUTHSETTLING POND AT THE NORTH
PORTION OF WA-08
81
Jaden Bond
15 JUN 2023 9:12
North
VIEW OF THE FORMER NORTH
SETTLING POND AT THE NORTHPORTION OF WA-08.
IS&R Photograph Log
82
Taken By:
Date:
Orientation:
Description:
Jaden Bond
15 JUN 2023 10:41
Southwest
VIEW FROM THE TOO OF THE
NORTH END OF THE TAILINGS
IMPOUNDMENT
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
83
Ryan Jackson
15 JUN 2023 8:47
Southwest
VIEW OF WA8-12 CARR FORK
TAILINGS DAM
84
Ryan Jackson
15 JUN 2023 11:18
Southeast
VIEW OF THE TAILINGSIMPOUNDMENT FROM BLUE PEAK
ROAD.
IS&R Photograph Log
85
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
86
Jaden Bond
15 JUN 2023 11:18
Southeast
THE SPRING CREEK DRAINAGE
ON THE IS&R PROPERTY,
LOCATION OF FORMER ADIT
CLOSURE.
87
Jaden Bond
15 JUN 2023 11:55
West
THE PROPERTY BOUNDARY ALONG
A RESIDENTIAL AREA.
Jaden Bond
15 JUN 2023 11:18
Southwest
VIEW OF THE OPEN SPACEBETWEEN BLUE PEAK ROAD AND
ERICSON ROAD.
IS&R Photograph Log
88
Taken By:
Date:
Orientation:
Description:
Ryan Jackson
15 JUN 2023 12:47
Northeast
THE SLOPE NEAR SPRING CANYON IS CONSISTENTLY VEGETATED.
SLOPE UPGRADIENT OF COVER AREA.
Taken By:
Date:
Orientation:
Description:
Taken By:
Date:
Orientation:
Description:
89
Jaden Bond
14 JUN 2023 10:43
West
CONSTRUCTED EARTHEN
CHANNEL.
90
Jaden Bond
14 JUN 2023 8:59
Northeast
A DRAINAGE DIVERSION WAS
INSTALLED IN 2021 ALONG YHE
ROAD SIDE TO AVOID FURTHER
EROSION OF THE SLAG SLOPE.
IS&R Photograph Log
91
Taken By:
Date:
Orientation:
Description:
Jaden Bond
14 JUN 2023 12:03
West
VIEW OF WA4-13 THE
CONSTRUCTED OPEN CHANNEL RIP
RAP
Taken By:
Date:
Orientation:
Description:
92
Jaden Bond
13 JUN 2023 13:03
Southwest
VIEW OF SMELTER ROAD AND
DRAINAGE CHANNEL. NO SIGN OF EROSION IN
DRAINAGE CHANNEL.
2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site

APPENDIX C:
UDWR IS&R/Carr Fork Boundary Fence
Maintenance Letter

August 23, 2023

Delivered via e-mail

Mark Farmer
Utah Division of Wildlife Resources
1115 N Main St.
Springville, UT 84663

Re: Pine Canyon Conservation Area Boundary Fence Inspection

Mark,

During the 2023 Annual Inspection of the Carr Fork/Pine Canyon Conservation Area (PCCA)
multiple locations were noted where the fence line was in disrepair. These locations have been
identified with GPS coordinates, as shown in the enclosed table. Additionally, a map depicting the
locations (see Figure 1) and an attached Photolog showing the fence line locations requiring
maintenance are enclosed.

New chainlink fence installed by UDWR along the north boundary of the Carr Fork Subdivision
is also shown on Figure 2. Based on previous discussion and cooperation, Atlantic Richfield
Company is willing to work with UDWR on additional chainlink fence in certain key areas such
as those shown on Photos 22 – 28 of the attached Photolog.

Additionally as previously discussed in the field, Atlantic Richfield installed additional chain-link
fence at certain locations at the slag pile (Figure 2).

Thank you for your continued work and cooperation in maintaining the site. Please call
myself at [phone] or Ryan Anderson at [phone] with any questions.

Sincerely,

Steve M. Ferry
Liability Manager
Atlantic Richfield Company
Atlantic Richfield Company
317 Anaconda Rd
Butte, MT 59701
Office: [phone]
Cell: [phone]
e-mail: [e-mail]
Steve M. Ferry
Liability Manager
August 23, 2023
Page 2

Attachments: PCCA Inspection Figures
PCCA Fence Maintenance Coordinates
PCCA Fence Maintenance Photolog

Cc: Kevin Cosper – AECI (email)
Ryan Anderson – AECI (email)
Cynthia Oppenheimer – Parsons (email)
Ron Halsey - Atlantic Richfield (email)
Lucas Satterlee – DG&S Law (email)
Nathan Block – BP (email)

File: RMO (Carr Fork)
Carr Fork.110.1

August 23, 2023
Page 3

Table 1 PCCA/CARR FORK 2023 Fence Maintenance Locations

Point Easting Northing Description
01 -112.247830 40.541777 BROKEN BARED WIRES
02 -112.240987 40.544339 BROKEN BARBED WIRE STRAND
07 -112.228403 40.551813 BROKEN BARBED WIRE STRAND
08 -112.226781 40.554851 BROKEN BARBED WIRE STRAND
09 -112.237918 40.545480 BROKEN BARBED WIRE STRAND
10 -112.240169 40.544932 ENTANGLED BARBED WIRE
11 -112.242113 40.544280 LOOSE BARBED WIRE
12 -112.242152 40.544263 LOOSE BARBED WIRE
13 -112.243432 40.543853 BROKEN BARBED WIRE
14 -112.249539 40.541723 BROKEN BARBED WIRE
15 -112.255899 40.540883 BROKEN BARBED WIRE
16 -112.256088 40.540874 BROKEN BARBED WIRE
17 -112.259780 40.540749 BAREBED WIRE DISCONNECTED TO T-POST
18 -112.266102 40.544789 LOOSE BARBED WIRE STRAND
19 -112.256534 40.551312 BROKEN T-POST
20 -112.255158 40.554591 LOOSE BARBED WIRE
22 -112.262835 40.555042 MIDDLE WOODEN POST BROKEN
23 -112.265948 40.554985 BROKEN TOP POST
24 -112.267468 40.554983 MIDDLE WOODEN POST FRACTURED
25 -112.267907 40.555014 TOP WOODEN POST FRACTURED
26 -112.269143 40.554993 TOP WOODEN POST MISSING
27 -112.271775 40.554986 OPENING IN WOODEN FENCE LINE. AECI PLACED
BARBEDWIRE ACROSS OPENING AS TEMPORARY FIX.
28 -112.272830 40.554944 OPENING IN WOODEN FENCE LINE AECI PLACED
BARBEDWIRE ACROSS OPENING AS TEMPORARY FIX
31 -112.245941 40.566455 FENCE IS SAGGING IN SEVERAL LOCATIONS HERE WITH
MAKE-SHIFT POSTS AND MISSING STRANDS. THIS FENCE
BORDERS SOON-TO-BE DEVELOPED PRIVATE
PROPERTY.
32 -112.248247 40.562940 STRANDS ATTACHED TO RR TIES ARE LOOSE.
33 -112.245836 40.559499 CUT TOP STRAND OF FENCE WIRE.
34 -112.250965 40.558799 STRANDS MISSING, FALLEN OFF POSTS.
35 -112.252161 40.558759 SECTION OF FENCE HAS BEEN REMOVED FOR ACCESS
OF HEAVY EQUIPMENT TO SHAPE THE DRAINAGE DITCH
ON PCCA PROPERTY.
36 -112.245998 40.568807 BROKEN H BRACE WITH LOOSE WIRE
37 -112.253772 40.558118 BROKEN BARBED WIRE STRAND
38 -112.246010 40.570689 BROKEN AND LOOSE BARBED WIRE STRAND
39 -112.246029 40.572967 BROKEN AND LOOSE BARBED WIRE STRAND
General Notes
APPROVED:
ENGINEER:
DRAWN BY:
Date
Project
Scale
Sheet
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF ANDERSON ENGINEERING COMPANY, INC., 2053 NORTH HILLCREST ROAD, SARATOGA SPRINGS, UTAH 84045 AND SHALL NOT BE COPIED, REDUCED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION
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01
1"=1,500'
01-AUG-2023
IS&R O&M
RVA
RK
RK
TOOELE, UT
FENCE BREAK LOCATIONS
PINE CANYON
CONSERVATION AREA
ATLANTIC
RICHFIELD
0 750 1,500
SCALE IN FEET
PCCA/CARR FORK BOUNDARY
FENCE BREAKS
VICINITY MAP
(NOT TO SCALE)
0910
02
12
1113
07
08
01
19
18
20
14
151617
22232425262728
31
32
333435
37
36
38
39
!
SITE LOCATION
General Notes
APPROVED:
ENGINEER:
DRAWN BY:
Date
Project
Scale
Sheet
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF ANDERSON ENGINEERING COMPANY, INC., 2053 NORTH HILLCREST ROAD, SARATOGA SPRINGS, UTAH 84045 AND SHALL NOT BE COPIED, REDUCED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION
Do
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m
e
n
t

P
a
t
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:

T
:
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2
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2
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3

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7
2
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201-AUG-2023
IS&R O&M
RVA
RK
RK
TOOELE, UT
FENCE MAINTENANCE
PINE CANYON
CONSERVATION AREA
ATLANTIC
RICHFIELD
0 1,000 2,000
SCALE IN FEET
VICINITY MAP
(NOT TO SCALE)
!
SITE LOCATION
PCCA/CARR FORK BOUNDARY
UDWR CHAINLINK FENCE
NEW 8 FT CHAINLINK FENCE
1"= 2,000'
3 STRANDS OF BARBED
WIRE PLACED ON TOP OF
POST
POSTED KEEP OUT
UNSTABLE SURFACE
SIGNS
3 PEDESTRIAN GATES
Date:
Project:
Taken By:
Photograph Log
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
RYAN JACKSON
04/05/2023
SOUTHWEST
40.54177683 N
-112.2478302 W
BROKEN BARBED WIRES
01
Date:
Project:
Taken By:
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
RYAN JACKSON
04/05/2023
SOUTH
40.54433882 N
-112.24098729 W
BROKEN BARBED WIRE STRAND
02
Photograph Log
Date:
Project:
Taken By:
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
RYAN JACKSON
04/05/2023
EAST
40.55181257 N
-112.22840254 W
BROKEN BARBED WIRE STRAND
Date:
Project:
Taken By:
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
RYAN JACKSON
04/05/2023
SOUTHEAST
40.55485144 N
-112.22678067 W
BROKEN BARBED WIRE STRAND
07
08
09
Date:
Project:
Taken By:
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
RANDY KEE
04/05/2023
NORTH
40.54548012 N
-112.23791781 W
BROKEN BARBED WIRE
Photograph Log
Date:
Project:
Taken By:
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
RYAN JACKSON
04/05/2023
NORTH
40.5449323 N
-112.24016904 W
ENTANGLED BARBED WIRE
Date:
Project:
Taken By:
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
RYAN JACKSON
04/05/2023
NORTH
40.54428039 N
-112.2421132 W
LOOSE BARBED WIRE
10
11
12
Date:
Project:
Taken By:
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
RYAN JACKSON
04/05/2023
NORTHWEST
40.54426346 N
-112.24215219 W
LOOSE BARBED WIRE
Photograph Log
Date:
Project:
Taken By:
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
RYAN JACKSON
04/05/2023
NORTH
40.54385266 N
-112.2434317 W
BROKEN BARBED WIRE
Date:
Project:
Taken By:
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
RYAN JACKSON
04/05/2023
NORTH
40.54172281 N
-112.24953912 W
BROKEN BARBED WIRE
13
14
15
Date:
Project:
Taken By:
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
RYAN JACKSON
04/05/2023
NORTH
40.54088275 N
-112.25589895 W
BROKEN BARBED WIRE
Photograph Log
Date:
Project:
Taken By:
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
RYAN JACKSON
04/05/2023
NORTH
40.54087393 N
-112.25608754 W
BROKEN BARBED WIRE
Date:
Project:
Taken By:
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
RYAN JACKSON
04/05/2023
NORTHEAST
40.54074913 N
-112.25977961 W
BARBED WIRE DISCONNECTED
TO T-POST
16
17
18
Date:
Project:
Taken By:
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
RYAN JACKSON
04/05/2023
SOUTH
40.55131207 N
-112.25653426 W
LOOSE BARBED WIRE STRAND
Photograph Log
Date:
Project:
Taken By:
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
RYAN JACKSON
04/05/2023
EAST
40.54478942 N
-112.26610203 W
BROKEN T-POST
Date:
Project:
Taken By:
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
RYAN JACKSON
04/05/2023
EAST
40.55459125 N
-112.25515837 W
LOOSE BARBED WIRE
19
20
Date:
Project:
Taken By:
Photograph Log
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
RANDY KEE
25 Apr 2023
NORTH
40.55503635 N
-112.26282297 W
MIDDLE WOODEN POST BROKEN
22
Description:
Project:
Project:
Taken By:
Date:
Taken By:
Orientation:
Orientation:
Latitude:
Latitude:
Longitude:
Longitude:
Description:
Description:
IS&R 2023 FENCE INSPECTION
RANDY KEE
25 Apr 2023
NORTH
40.55497945 N
-112.26593598 W
TOP WOODEN POST BROKEN
23
IS&R 2023 FENCE INSPECTION
RANDY KEE
25 Apr 2023
NORTH
40.55497707 N
-112.26745648 W
MIDDLE WOODEN POST FRACTURED
24
Date:
Project:
Taken By:
Photograph Log
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
RANDY KEE
25 Apr 2023
NORTH
40.55500838 N
-112.26789559 W
TOP WOODEN POST FRACTURED
25
Description:
Project:
Project:
Taken By:
Date:
Taken By:
Orientation:
Orientation:
Latitude:
Latitude:
Longitude:
Longitude:
Description:
Description:
IS&R 2023 FENCE INSPECTION
RANDY KEE
25 Apr 2023
NORTH
40.55498742 N
-112.26913081 W
TOP WOODEN POST MISSING
26
IS&R 2023 FENCE INSPECTION
RANDY KEE
25 Apr 2023
WEST
40.55497992 N
-112.27176324 W
27
OPENING IN WOODEN FENCE LINE AECIPLACED BARBEDWIRE ACROSS OPENING AS TEMPORARY FIX.
Date:
Project:
Taken By:
Photograph Log
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
RANDY KEE
25 Apr 2023
NORTH
40.55493786 N
-112.27281794 W
28
OPENING IN WOODEN FENCE LINE AECIPLACED BARBEDWIRE ACROSS OPENING AS TEMPORARY FIX
Date:
Project:
Taken By:
Photograph Log
Orientation:
Latitude:
Longitude:
Description:
31
Description:
Project:
Project:
Taken By:
Date:
Taken By:
Orientation:
Orientation:
Latitude:
Latitude:
Longitude:
Longitude:
Description:
Description:
32
IS&R 2023 FENCE INSPECTION
DANIEL SMITH
25 Apr 2023
SOUTHWEST
40.55949253 N
-112.24582423 W
CUT TOP STRAND OF FENCE WIRE.
33
IS&R 2023 FENCE INSPECTION
DANIEL SMITH
25 Apr 2023
NORTHWEST
40.56644864 N
-112.24592953 W
FENCE IS SAGGING IN SEVERAL
LOCATIONS HERE WITH MAKE-SHIFT
POSTS AND MISSING STRANDS. THIS
FENCE BORDERS SOON-TO-BE DEVELOPED
PRIVATE PROPERTY.
IS&R 2023 FENCE INSPECTION
DANIEL SMITH
25 Apr 2023
SOUTHWEST
40.56293372 N
-112.24823567 W
STRANDS ATTACHED TO RAIL ROAD TIES
ARE LOOSE.
Date:
Project:
Taken By:
Photograph Log
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
DANIEL SMITH
25 Apr 2023
NORTHWEST
40.55879287 N
-112.25095351 W
STRANDS MISSING, FALLEN OFF POSTS.
34
Description:
Project:
Project:
Taken By:
Date:
Taken By:
Orientation:
Orientation:
Latitude:
Latitude:
Longitude:
Longitude:
Description:
Description:
35
IS&R 2023 FENCE INSPECTION
RANDY KEE
25 Apr 2023
NORTHWEST
40.56880138 N
-112.24598625 W
BROKEN H-BRACE WITH LOOSE WIRE
36
IS&R 2023 FENCE INSPECTION
DANIEL SMITH
25 Apr 2023
SOUTH
40.55875321 N
-112.25214944 W
SECTION OF FENCE HAS BEEN REMOVED
FOR ACCESS OF HEAVY EQUIPMENT TO
SHAPE THE DRAINAGE DITCH ON PCCA
PROPERTY.
Date:
Project:
Taken By:
Photograph Log
Orientation:
Latitude:
Longitude:
Description:
IS&R 2023 FENCE INSPECTION
DANIEL SMITH
25 Apr 2023
NORTH
40.55811187 N
-112.25376003 W
BROKEN BARBED WIRE STRAND
Description:
Project:
Project:
Taken By:
Date:
Taken By:
Orientation:
Orientation:
Latitude:
Latitude:
Longitude:
Longitude:
Description:
Description:
38
IS&R 2023 FENCE INSPECTION
RANDY KEE
25 Apr 2023
NORTH
40.57068256 N
-112.24599862 W
BROKEN AND LOOSE BARBED WIRE
STRAND
37
IS&R 2023 FENCE INSPECTION
RANDY KEE
25 Apr 2023
NORTHWEST
40.5729613 N
-112.24601687 W
BROKEN AND LOOSE BARBED WIRE
STRAND
39
2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site

APPENDIX D:
2023 Maintenance Photo Log

IS&R Photograph Log
186
Taken By:
Date:
Orientation:
Description:
Randy Kee
06/05/2023
East
CHAINLINK FENCE SET UP FOR TENSIONING.
188
Taken By:
Date:
Orientation:
Description:
Randy Kee
06/05/2023
Northwest
3 FT CHAINLINK FENCE
INSTALLED
IS&R Photograph Log
195
Taken By:
Date:
Orientation:
Description:
Randy Kee
06/06/2023
Northeast
EXISTING FENCE LINE CONNECTED TO NEW EASTERN FENCE LINE.
196
Taken By:
Date:
Orientation:
Description:
197
Taken By:
Date:
Orientation:
Description:
Randy Kee
06/06/2023
North
MOUNTAIN STATE MARKING POST
HEIGHT AND CUTTING IT. BANDSAW
USED TO CUT AT 80 IN TO 82 IN.
Randy Kee
06/06/2023
North
CHAIN LINK FABRIC AND BARBED
WIRE INSTALLED BETWEEN
TERMINAL AND ACCESS GATE
IS&R Photograph Log
213
Taken By:
Date:
Orientation:
Description:
Randy Kee
06/08/2023
Northeast
FENCE WORKING LOOKING DOWN 3:1 SLOPE FROM P6
214
Taken By:
Date:
Orientation:
Description:
215
Taken By:
Date:
Orientation:
Description:
Randy Kee
06/08/2023
South
WEST SIDE FENCE AT SLAG PILE
SHOWING COMPLETED SECTION TO
SMELTER ROAD
Randy Kee
06/08/2023
North
COMPELETED SECTION OF
WESTERN SIDE FENCE FROM INSIDE
SLAG PILE AREA
IS&R Photograph Log
219
Taken By:
Date:
Orientation:
Description:
Randy Kee
06/09/2023
East
Placing barbed wire 3:1 slope area west slag pile location
221
Taken By:
Date:
Orientation:
Description:
Randy Kee
06/09/2023
South
West slag completed fence from P7 at
3:1 slope.
IS&R Photograph Log
231
Taken By:
Date:
Orientation:
Description:
Randy Kee
06/09/2023
East
Completed fence at Smelter Road toward Kennecott gate. Tie in at existing
fence.
232
Taken By:
Date:
Orientation:
Description:
233
Taken By:
Date:
Orientation:
Description:
Randy Kee
06/09/2023
East
Existing fence on Smelter Road toward
Kennecott gate.
Randy Kee
06/09/2023
East
Completed fence on Smelter Road
toward Kennecott gate.
IS&R Photograph Log
234
Taken By:
Date:
Orientation:
Description:
Ryan Jackson
24 JUL 2023
North
KEEP OUT UNSTABLE SURFACE SIGN POSTED ON THE CHAINLINK
FENCE
235
Taken By:
Date:
Orientation:
Description:
236
Taken By:
Date:
Orientation:
Description:
Ryan Jackson
24 JUL 2023
North
KEEP OUT UNSTABLE SURFACE
SIGN POSTED AROUND SLAG PILE
Ryan Jackson
24 JUL 2023
East
KEEP OUT UNSTABLE
SURFACE SIGN POSTED NEAR
ENTRANCE GATES
IS&R Photograph Log
12
Taken By:
Date:
Orientation:
Description:
Randy Kee
07 NOV 2023
West
CRAWLER EXCAVATOR, KOMATSU
PC 210 LC BROUGHT ONSITE
13
Taken By:
Date:
Orientation:
Description:
14
Taken By:
Date:
Orientation:
Description:
Randy Kee
07 NOV 2023
JOHN DEERE TRACTOR WITH
BUCKET AND BOX BLADE BROUGHT
ONSITE
Randy Kee
07 NOV 2023
Southwest
D6 DOZER STRIPPED BORROW
AREA SURFACE SOIL
South
IS&R Photograph Log
36
Taken By:
Date:
Orientation:
Description:
Ryan Anderson
Northeast
Borrow Soil Placement at 6.4
37
Taken By:
Date:
Orientation:
Description:
Ryan Anderson
Northwest
COMPLETED 18” COVER AT 6.4.
EDGES FEATHERED OUT TO TIE
INTO TOPOGRAPHY.
08 NOV 2023
08 NOV 2023
IS&R Photograph Log
48
Taken By:
Date:
Orientation:
Description:
Randy Kee
09 NOV 2023
West
PELLETIZED LIME BEING
BROADCASTED AT WORK AREA 18.1
49
Taken By:
Date:
Orientation:
Description:
50
Taken By:
Date:
Orientation:
Description:
Randy Kee
09 NOV 2023
West
FLARE OPERATOR DISTRIBUTING
LIME AT WORK AREA 18.2
Randy Kee
09 NOV 2023
Southwest
WORK AREA 25 SOIL BEING TILLED
WITH DISC HARROW
IS&R Photograph Log
54
Taken By:
Date:
Orientation:
Description:
Randy Kee
09 NOV 2023
East
WORK AREA 6.3 WITH 18 INCH FILLAND COMPACTION FROM SKID
STEER TRACKS
55
Taken By:
Date:
Orientation:
Description:
56
Taken By:
Date:
Orientation:
Description:
Randy Kee
09 NOV 2023
East
WORK AREA 11 WITH 18 INCH FILL
AND COMPACTION FROM SKID
STEER TRACKS
Randy Kee
09 NOV 2023
North
SKID STEER USING TOP SOIL TO
COVER WORK AREA 27
IS&R Photograph Log
57
Taken By:
Date:
Orientation:
Description:
Randy Kee
09 NOV 2023
Northwest
DUMP TRUCK DELIVERING A LOADTO WORK AREA 27
58
Taken By:
Date:
Orientation:
Description:
59
Taken By:
Date:
Orientation:
Description:
Randy Kee
09 NOV 2023
West
BROKEN DISC HARROW
COMPONENT DISMANTLED AND
TAKEN OFFSITE. THE COMPONENT
WAS WELDED BACK TOGETHER
OFFSITE.
Randy Kee
09 NOV 2023
North
COMPONENT WELDED BACK
TOGETHER. DISC HARROW IS FIXED
AND FUNCTIONAL
IS&R Photograph Log
60
Taken By:
Date:
Orientation:
Description:
Randy Kee
Northwest
SKID STEER LEVELING OUT THECOVER WITH REMAINING TOP SOIL.
61
Taken By:
Date:
Orientation:
Description:
Randy Kee
East
SKID STEER FINISHED COMPACTING
WORK AREA 27 WITH TRACKS.
09 NOV 2023
09 NOV 2023
IS&R Photograph Log
01
Taken By:
Date:
Orientation:
Description:
Ryan Anderson
North
AREA 25 COVER PLACEMENT
PROGRESS
02
Taken By:
Date:
Orientation:
Description:
03
Taken By:
Date:
Orientation:
Description:
Ryan Anderson
West
WORK AREA SIGNS PLACED AROUND
WORK AREA EACH DAY
Ryan Anderson
East
WORK AREA 27
10 NOV 2023
10 NOV 2023
10 NOV 2023
IS&R Photograph Log
04
Taken By:
Date:
Orientation:
Description:
Ryan Anderson
South
Completed 18.1
05
Taken By:
Date:
Orientation:
Description:
06
Taken By:
Date:
Orientation:
Description:
Ryan Anderson
Placing Soil at 18.1
Ryan Anderson
Placing Soil at 18.2
Northwest
North
10 NOV 2023
10 NOV 2023
10 NOV 2023
IS&R Photograph Log
71
Taken By:
Date:
Orientation:
Description:
Randy Kee
West
LIME PLACED ON WORK AREA 12.2
WITH BROADCASTER.
72
Taken By:
Date:
Orientation:
Description:
Randy Kee
Southwest
LIME PLACED ON WORK AREA 12.3
WITH BROADCASTER
13 NOV 2023
13 NOV 2023
IS&R Photograph Log
73
Taken By:
Date:
Orientation:
Description:
Ryan Anderson
North
Placing borrow soil at location 12.2
74
Taken By:
Date:
Orientation:
Description:
75
Taken By:
Date:
Orientation:
Description:
Ryan Anderson
North
Placing borrow soil at location 12.2.
Ryan Anderson
West
Mowed travel path to location 12.4.
13 NOV 2023
13 NOV 2023
13 NOV 2023
IS&R Photograph Log
76
Taken By:
Date:
Orientation:
Description:
Randy Kee
West
SKID STEER WORKING THE SOILOVER THE BERM AT WORK AREA
12.2
77
Taken By:
Date:
Orientation:
Description:
78
Taken By:
Date:
Orientation:
Description:
Randy Kee
North
EXCAVATOR LOADING UP DUMP
TRUCK AT THE BORROW AREA
Randy Kee
East
SKID STEER USING TRACKS TO
COMPACT THE TOP SOIL AT WORK
AREA 12.2
13 NOV 2023
13 NOV 2023
13 NOV 2023
IS&R Photograph Log
79
Taken By:
Date:
Orientation:
Description:
Ryan Anderson
West
Loading trucks at borrow. Water Truckused to stabilize ground and control
dust.
80
Taken By:
Date:
Orientation:
Description:
81
Taken By:
Date:
Orientation:
Description:
Ryan Anderson
West
View of Borrow Area
Ryan Anderson
East
Staging Area
13 NOV 2023
13 NOV 2023
13 NOV 2023
IS&R Photograph Log
82
Taken By:
Date:
Orientation:
Description:
Randy Kee
83
Taken By:
Date:
Orientation:
Description:
84
Taken By:
Date:
Orientation:
Description:
Randy Kee
East
SOIL COMPACTED WITH SKID STEER
TRACKS AT WORK AREA 12.2
13 NOV 2023
Southwest
WATER TRUCK SPRAYING THE SOIL FOR DUST MITIGATION.
Randy Kee
13 NOV 2023
West
SOIL TILLED AT WORK AREA 12.3
13 NOV 2023
IS&R Photograph Log
85
Taken By:
Date:
Orientation:
Description:
Randy Kee
East
TOP SOIL DUMPED NEAR WORKAREA 12.1
86
Taken By:
Date:
Orientation:
Description:
87
Taken By:
Date:
Orientation:
Description:
Randy Kee
West
DUMP TRUCK UNLOADING TOP SOIL
NEAR WORK AREA 12.4
Randy Kee
Northwest
SKID STEER WORKING ON PLACING
AND COMPACTING TOP SOIL.
13 NOV 2023
13 NOV 2023
13 NOV 2023
IS&R Photograph Log
93
Taken By:
Date:
Orientation:
Description:
Randy Kee
14 NOV 2023
Northwest
BERM COMPLETED WITH
COMPACTION OF 18 INCH FILL AT
WORK AREA 12.3
94
Taken By:
Date:
Orientation:
Description:
95
Taken By:
Date:
Orientation:
Description:
Randy Kee
14 NOV 2023
West
WORK AREA 12.1 SOIL ABOUT TO BE
PLACED OVER SURFACE SOIL
Randy Kee
14 NOV 2023
West
DOZER MOVING TOP SOIL INTO
PLACE AT WORK AREA 12.4
IS&R Photograph Log
96
Taken By:
Date:
Orientation:
Description:
Randy Kee
14 NOV 2023
Northwest
12.1 WORK AREA COMPACTED AND FILLED WITH AN 18 INCH COVER.
97
Taken By:
Date:
Orientation:
Description:
98
Taken By:
Date:
Orientation:
Description:
Randy Kee
14 NOV 2023
Northeast
WORK AREA 14 TOP SOIL TILLED
WITH DISCS.
Randy Kee
14 NOV 2023
Northeast
TOP SOIL DUMPED NEAR WORK
AREA 14. SOIL WILL BE PUSHED
OVER WORK AREA 14. GRADUALLY
WORKING THEIR WAY TO THE FAR
NORTHEAST END
IS&R Photograph Log
99
Taken By:
Date:
Orientation:
Description:
Randy Kee
14 NOV 2023
East
WORK AREA 12.4 COMPLETED WITH
AN 18 INCH FILL AND COMPACTION
FROM D6 TRACKS.
100
Taken By:
Date:
Orientation:
Description:
101
Taken By:
Date:
Orientation:
Description:
Randy Kee
14 NOV 2023
South
WORK AREA 12.4 COMPLETED WITH
AN 18 INCH FILL AND COMPACTION
FROM D6 TRACKS.
Randy Kee
14 NOV 2023
Northeast
D6 DOZER MOVING TOP SOIL OVER
WORK AREA 14.
IS&R Photograph Log
103
Taken By:
Date:
Orientation:
Description:
104
Taken By:
Date:
Orientation:
Description:
Randy Kee
14 NOV 2023
Northeast
TOP SOIL PLACED OVER WORK
AREA 14 WITH D6.
Randy Kee
14 NOV 2023
Northwest
DUMP TRUCK UNLOADING TOP SOILON WORK AREA 14
IS&R Photograph Log
105
Taken By:
Date:
Orientation:
Description:
Randy Kee
14 NOV 2023
Southwest
SKID STEER WORKING ON PLACING
THE SMALLER PILES OF DIRT BACK
INTO THE CENTER.
106
Taken By:
Date:
Orientation:
Description:
Randy Kee
14 NOV 2023
North
LOADS OF DIRT PILED IN FRONT OF
D6 DOZER.
IS&R Photograph Log
107
Taken By:
Date:
Orientation:
Description:
Randy Kee
15 NOV 2023
Northeast
D6 DOZER PUSHING TOP SOIL.
OPERATOR WORKING ON
COMPLETING WORK AREA 14
108
Taken By:
Date:
Orientation:
Description:
109
Taken By:
Date:
Orientation:
Description:
Randy Kee
15 NOV 2023
East
DUMP TRUCK UNLOADING TOP SOIL
AT WORK AREA 14
Randy Kee
15 NOV 2023
East
SKID STEER WORKING ON PUTTING
THE REMAINING PILES OF SOIL INTO
PLACE.
IS&R Photograph Log
113
Taken By:
Date:
Orientation:
Description:
Randy Kee
15 NOV 2023
Southeast
DUMP TRUCK UNLOADING TOP SOIL
AT WORK AREA 22.1. WORK AREA
SURFACE WAS TILLED WITH DISC.
114
Taken By:
Date:
Orientation:
Description:
115
Taken By:
Date:
Orientation:
Description:
Randy Kee
15 NOV 2023
Southeast
WORK AREA 22.2 TILLED WITH DISC.
Randy Kee
15 NOV 2023
Northeast
WORK AREA 14 COMPLETED WITH
18 IN FILL AND COMPACTION WITH
SKID STEER TRACKS
IS&R Photograph Log
159
Taken By:
Date:
Orientation:
Description:
Randy Kee
28 NOV 2023
Northeast
SKID STEER USING BALE BOSS 1 TO
FINISH DISTRIBUTION OF HAY ON
WORK AREA 5.2
160
Taken By:
Date:
Orientation:
Description:
161
Taken By:
Date:
Orientation:
Description:
Randy Kee
28 NOV 2023
West
D6 DOZER USING TRACKS TO PLANT
SEEDING IN THE SOIL AT WORK
AREA 5.2
Randy Kee
28 NOV 2023
West
WORK AREA 5.3 COVERED WITH
STRAW HAY, SEEDING, AND
FERTILIZER.
IS&R Photograph Log
169
Taken By:
Date:
Orientation:
Description:
170
Taken By:
Date:
Orientation:
Description:
Randy Kee
28 NOV 2023
Northeast
D6 DOZER USING TRACKS TO PLANT
SEED INTO SURFACE SOIL.
Randy Kee
28 NOV 2023
South
WORK AREA 22.1 COMPLETED. D6
DOZER WORKING ON WORK AREA
22.2. SKID STEER WORKING ON
REMAINING AREAS
IS&R Photograph Log
231201-01
Taken By:
Date:
Orientation:
Description:
Ryan Anderson
North
Completed Grading on Borrow Area, Top
Siil to be pushed over top next
231201-01
Taken By:
Date:
Orientation:
Description:
231201-01
Taken By:
Date:
Orientation:
Description:
Ryan Anderson
North
Dozer moved on transport to upper site
to walk in seeding and hay mulch
Ryan Anderson
North
Transport on site
01 DEC 2023
01 DEC 2023
01 DEC 2023
IS&R Photograph Log
186
Taken By:
Date:
Orientation:
Description:
Randy Kee
4 DEC 2023
West
STRAW HAY DISTRIBUTED WITH
BALE BOSS 1 AT THE BORROW
AREA.
187
Taken By:
Date:
Orientation:
Description:
188
Taken By:
Date:
Orientation:
Description:
Randy Kee
4 DEC 2023
North
D6 DOZER USING TRACTS TO PLANT
THE SEEDS
Randy Kee
4 DEC 2023
West
FLARE CONSTRUCTION OPERATORS
WORKING ON COMPLETING THE
BORROW AREA
IS&R Photograph Log
189
Taken By:
Date:
Orientation:
Description:
Randy Kee
4 DEC 2023
South
NEARLY COMPLETE WITH THE BORROW AREA.
190
Taken By:
Date:
Orientation:
Description:
191
Taken By:
Date:
Orientation:
Description:
Randy Kee
4 DEC 2023
North
SEEDING PROCESS COMPLETED ON
TEMPORARY ROAD TO BORROW
AREA
Randy Kee
4 DEC 2023
West
SEEDING PROCESS COMPLETED ON
BORROW AREA
IS&R Photograph Log
1
Taken By:
Date:
Orientation:
Description:
Ryan Anderson
10 JAN 2023
South
PIECE OF SECURITY GATE BROKEN AND BENT. FOUND LAYING ON THE
SIDE OF THE ROAD.
2
Taken By:
Date:
Orientation:
Description:
3
Taken By:
Date:
Orientation:
Description:
Ryan Anderson
10 JAN 2023
East
ANOTHER PIECE OF THE
SECURITY GATE BROKEN AND
FOUND ALONG THE ROAD
Ryan Anderson
10 JAN 2023
North
SECURITY GATE MISSING AND NOT
SECURING THE SITE.
IS&R Photograph Log
4
Taken By:
Date:
Orientation:
Description:
Ryan Anderson
10 JAN 2023
North
BROKEN SIDE OF SECURITY GATE REPLACED WITH TUBE GATE
Taken By:
Date:
Orientation:
Description:
Tim Barbee
8 JAN 2024
Northeast
MACHINE BEING USED TO HOIST UP THE
REPAIRED GATE
Taken By:
Date:
Orientation:
Description:
Tim Barbee
08 JAN 2023
Northeast
GATE PAINTED YELLOW, FULLY
FUNCTIONAL AND LOCKED.
6
5
IS&R Photograph Log
04
Taken By:
Date/Time:
Orientation:
Description:
RANDY KEE
04/17/2023
WEST
UDWR 8-FT
CHAINLINK FENCE
CONSTRUCTION
ALONG CARR FORK
SUBDIVISION. 8 FOOT
POSTS SET IN
CONCRETE
05
Taken By:
Date/Time:
Orientation:
Description:
06
Taken By:
Date/Time:
Orientation:
Description:
RANDY KEE
04/17/2023
EAST
UDWR 8-FT CHAINLINK
FENCE CONSTRUCTION
ALONG CARR FORK
SUBDIVISION. FENCE
POSTS SET EVERY
OTHER 10 FEET
RANDY KEE
04/17/2023
SOUTH
UDWR 8-FT CHAINLINK
FENCE CONSTRUCTION
ALONG CARR FORK
SUBDIVISION. CONCRETE
FOOTING IS DRY CURING
2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site

APPENDIX E:
Correspondence

May 19, 2023

Delivered via e-mail

Ken Wangerud
International Smelting & Refining Remedial Project Manager
Superfund Remedial Section, 8 EPA-SR
US Environmental Protection Agency, Region VIII
1595 Wynkoop Street
Denver, CO 80202-1129

Re: Notification of Annual Inspection and Groundwater Monitoring Event at the
International Smelter and Refining Site, Tooele, Utah

Dear Mr. Wangerud,

In accordance with the International Smelter and Refining (IS&R) Long-Term Operational &
Monitoring Plan, Atlantic Richfield Company is providing written notification of plans to
conduct annual groundwater monitoring and annual inspection activities at the IS&R Site in
Tooele County, UT from June 5-16, 2023.
If you have any questions regarding our planned field activities, please contact myself at
[phone] or Ryan Anderson of Anderson Engineering Co., Inc at [phone].
Sincerely,
Steve M. Ferry
Liability Manager
Atlantic Richfield Company

Cc: Erin Agee – EPA (email)
Tony Howes – UDEQ (email)
Bryan Slade – TCHD (email)
Mark Farmer – UDWR (email)
Atlantic Richfield Company
317 Anaconda Rd
Butte, MT 59701
Office: [phone]
Cell: [phone]
e-mail: [e-mail]
Steve M. Ferry
Liability Manager
May 17, 2023
Page 2

Kevin Cosper-AECI (email)
Ryan Anderson – AECI (email)
Cynthia Oppenheimer– Parsons (email)
Ron Halsey -Atlantic Richfield (email)
Lucas Satterlee – DG&S (email)
Nathan Block – BP (email)
File: RMO (Carr Fork)
Carr Fork.110.1

May 19, 2023

Delivered via e-mail

Ken Wangerud
International Smelting & Refining Remedial Project Manager
Superfund Remedial Section, 8 EPA-SR
US Environmental Protection Agency, Region VIII
1595 Wynkoop Street
Denver, CO 80202-1129

Re: Notification of Annual Inspection and Groundwater Monitoring Event at the
International Smelter and Refining Site, Tooele, Utah

Dear Mr. Wangerud,

In accordance with the International Smelter and Refining (IS&R) Long-Term Operational &
Monitoring Plan, Atlantic Richfield Company is providing written notification of plans to
conduct annual groundwater monitoring and annual inspection activities at the IS&R Site in
Tooele County, UT from June 5-16, 2023.
If you have any questions regarding our planned field activities, please contact myself at
[phone] or Ryan Anderson of Anderson Engineering Co., Inc at [phone].
Sincerely,
Steve M. Ferry
Liability Manager
Atlantic Richfield Company

Cc: Erin Agee – EPA (email)
Tony Howes – UDEQ (email)
Bryan Slade – TCHD (email)
Mark Farmer – UDWR (email)
Atlantic Richfield Company
317 Anaconda Rd
Butte, MT 59701
Office: [phone]
Cell: [phone]
e-mail: [e-mail]
Steve M. Ferry
Liability Manager
May 17, 2023
Page 2

Kevin Cosper-AECI (email)
Ryan Anderson – AECI (email)
Cynthia Oppenheimer– Parsons (email)
Ron Halsey -Atlantic Richfield (email)
Lucas Satterlee – DG&S (email)
Nathan Block – BP (email)
File: RMO (Carr Fork)
Carr Fork.110.1

October 5, 2023

Delivered via e-mail

Ken Wangerud
International Smelting & Refining Remedial Project Manager
Superfund Remedial Section, 8 EPA-SR
U.S. Environmental Protection Agency, Region VIII
1595 Wynkoop Street
Denver, CO 80202-1129
Re: Project Coordinator for the International Smelter and Refining Site, Tooele, Utah
Dear Mr. Wangerud,
Atlantic Richfield Company (Atlantic Richfield) is writing to request that EPA direct all future
correspondence pertaining to the International Smelting and Refining (IS&R) Site in Tooele
County, UT, to Steve Ferry (contact information provided above), with copies also sent by
email to Ron Halsey and Nathan Block (email addresses provided at the bottom of this letter).
In accordance with Section XII of the Consent Decree (Civil Action No. 2:16CV982DBP),
Atlantic Richfield notified EPA on April 21, 2020 that Steve Ferry was replacing Cord Harris
as the Atlantic Richfield Project Coordinator for the Site. However, EPA’s last Bill for
Collection dated May 5, 2023 was addressed to both Mr. Harris and Mr. Ferry. Mr. Harris is
no longer with Atlantic Richfield, so future correspondence need not be addressed to him.
Thank you for EPA’s attention to this matter. Please call me at [phone] with any questions.
Sincerely,

Steve M. Ferry
Liability Manager
Atlantic Richfield Company

Cc: Marc Sarmiento – EPA ([e-mail])
Thomas A. Mariani – US DOJ ([e-mail])
Ron Halsey, Atlantic Richfield Company ([e-mail])
Nathan Block, Atlantic Richfield Company ([e-mail])
Lucas Satterlee, Davis Graham & Stubbs LLP ([e-mail])
Atlantic Richfield Company
317 Anaconda Rd
Butte, MT 59701
Cell: [phone]
e-mail: [e-mail]
Steve M. Ferry
Liability Manager
October 5, 2023
Page 2

File: RMO (Carr Fork)
Carr Fork.110.1

January 26, 2022

Delivered via e-mail

Ken Wangerud
International Smelting & Refining Remedial Project Manager
Superfund Remedial Section, 8 EPA-SR
US Environmental Protection Agency, Region VIII
1595 Wynkoop Street
Denver, CO 80202-1129

Re: IS&R/Carr Fork Site-2022 Groundwater Sampling Report

Dear Ken:

Atlantic Richfield Company is submitting the enclosed 2022 Annual Groundwater Sampling
Report for the IS&R former NPL Site located in Tooele County, UT.

Please call me at [phone] or Ryan Anderson at [phone] with any questions.

Sincerely,
Steve M. Ferry
Atlantic Richfield Company

Cc: Stanley Christensen – EPA
Erin Agee – EPA
Tony Howes – UDEQ (email)
Bryan Slade – TCHD (email)
Ryan Anderson – Anderson Engineering (email)
Ron Halsey -Atlantic Richfield (email)
Lucas Satterlee – Davis Graham & Stubbs LLP (email)
Nathan Block – BP (email)
File: RMO (Carr Fork)
Carr Fork.110.1
Atlantic Richfield Company
317 Anaconda Rd
Butte, MT 59701
Office: [phone]
Cell: [phone]
e-mail: [e-mail]
Steve M. Ferry
Liability Manager

March 9, 2023

Delivered via e-mail

Ken Wangerud
International Smelting & Refining Remedial Project Manager
Superfund Remedial Section, 8 EPA-SR
US Environmental Protection Agency, Region VIII
1595 Wynkoop Street
Denver, CO 80202-1129

Re: IS&R/Carr Fork Site-2022 Annual Inspection and Maintenance Report

Dear Ken:

Atlantic Richfield Company is submitting the enclosed 2022 Annual Inspection and Maintenance
Report for the IS&R former NPL Site located in Tooele County, UT.

Please call me at [phone] or Ryan Anderson at [phone] with any questions.

Sincerely,
Steve M. Ferry
Atlantic Richfield Company

Cc: Stanley Christensen – EPA
Erin Agee – EPA
Tony Howes – UDEQ (email)
Bryan Slade – TCHD (email)
Ryan Anderson – Anderson Engineering (email)
Ron Halsey -Atlantic Richfield (email)
Lucas Satterlee – Davis Graham & Stubbs LLP (email)
Nathan Block – BP (email)
File: RMO (Carr Fork)
Carr Fork.110.1
Atlantic Richfield Company
317 Anaconda Rd
Butte, MT 59701
Office: [phone]
Cell: [phone]
e-mail: [e-mail]
Steve M. Ferry
Liability Manager
IS&R
Ferry, Steve M <[e-mail]>
Fri 9/1/2023 11:19 AM
To: Ken Wangerud <[e-mail]>
Ken,
It was great to talk to you today. Look forward to meeng you in person on site in October. There will likely be
maintenance work being implemented in October associated with idenfied bare areas. As we discussed, Atlanc
Richfield Company will have the crews do XRF on a poron of the RR grade within the Conservaon Easement
Area so we can discuss during your site visit. Please go ahead and schedule a visit and let me know and I will
make arrangements to meet you in the field. Also please let us know if you need any addional informaon from
Atlanc Richfield Company concerning the 5-year Review recommendaons.
Hope you have a great weekend!
Steve
'.
CERTIFIED – RETURN RECEIPT REQUESTED
February 13, 2024
Office of the Mayor
Tooele City
90 North Main
Tooele, UT 84074
Re: Tooele Valley Railroad Grade Environmental Covenant
Dear Mayor Winn:
Tooele City is party to an Environmental Covenant with the United States Environmental
Protection Agency (EPA), Utah Department of Environmental Quality (UDEQ), and Atlantic
Richfield Company (Atlantic Richfield). The Environmental Covenant is recorded as a document
of record for Tooele City’s Tooele Valley Railroad Grade property.
This notification of the Environmental Covenant is being provided as a reminder to affected
landowners along the Tooele Valley Railroad Grade jointly by EPA, UDEQ, and Atlantic
Richfield.
The primary purpose of the Environmental Covenant is to provide long-term institutional
controls to protect the Tooele Valley Railroad Grade remediation. The intent of the
Environmental Covenant is to provide use limitations, development restrictions and protect
the Clean-up Work previously conducted on the property. For additional details, please see
the copy of the Environmental Covenant enclosed with this letter for your convenience.
If you have any questions about the Environmental Covenant, please contact myself or Ryan
Anderson of Anderson Engineering Company, Inc (801-972-6222).
Atlantic Richfield Company
317 Anaconda Rd
Butte, MT 59701
Office: [phone]
Cell: [phone]
e-mail: [e-mail]
Steve M. Ferry
Liability Manager
February 13, 2024
Page 2
Sincerely,
Steve M. Ferry
Liability Manager
Atlantic Richfield Company
Enclosures: Attachment A: Tooele Valley Railroad Environmental
Covenant
cc: Ken Wangerud - EPA Tony Howes – UDEQ
Nathan Block - BP
Brian Slade – Tooele County Health Department
Jared Hall – Tooele County Planning and Zoning Department
Attachment A
Tooele Valley Railroad Environmental Covenant
CERTIFIED – RETURN RECEIPT REQUESTED
February 13, 2024
Zions Farms, L.C.
PO Box 716
Tooele, UT 84074
Re: Tooele Valley Railroad Grade Environmental Covenant
Dear Zions Farm L.C.:
Zions Farms, L.C. is party to an Environmental Covenant with the United States Environmental
Protection Agency (EPA), Utah Department of Environmental Quality (UDEQ), and Atlantic
Richfield Company (Atlantic Richfield). The Environmental Covenant is recorded as a document
of record for Zions Farms’ Tooele Valley Railroad Grade property.
This notification of the Environmental Covenant is being provided as a reminder to affected
landowners along the Tooele Valley Railroad Grade jointly by EPA, UDEQ, and Atlantic
Richfield.
The primary purpose of the Environmental Covenant is to provide long-term institutional
controls to protect the Tooele Valley Railroad Grade remediation. The intent of the
Environmental Covenant is to provide use limitations, development restrictions and protect
the Clean-up Work previously conducted on the property. For additional details, please see
the copy of the Environmental Covenant enclosed with this letter for your convenience.
If you have any questions about the Environmental Covenant, please contact myself or Ryan
Anderson of Anderson Engineering Company, Inc (801-972-6222).
Atlantic Richfield Company
317 Anaconda Rd
Butte, MT 59701
Office: [phone]
Cell: [phone]
e-mail: [e-mail]
Steve M. Ferry
Liability Manager
February 13, 2024
Page 2
Sincerely,
Steve M. Ferry
Liability Manager
Atlantic Richfield Company
Enclosures: Attachment A: Tooele Valley Railroad Environmental
Covenant
cc: Ken Wangerud - EPA
Tony Howes – UDEQ
Nathan Block - BP
Brian Slade – Tooele County Health Department
Jared Hall – Tooele County Planning and Zoning Department
Attachment A
Tooele Valley Railroad Environmental Covenant
2023 Annual Inspection and Maintenance Report
IS&R/Carr Fork Site

APPENDIX F:
Lab Analytical Soil Sampling Reports
ANALYTICAL REPORT
November 02, 2023
BPLAMP - Anderson Engineering
Sample Delivery Group:L1671121
Samples Received:10/27/2023
Project Number:
Description:TSR TVRR
Report To:Ryan Anderson
2053 North Hillcrest Rd.
Saratoga Springs, UT 84045
Entire Report Reviewed By:
November 02, 2023
[Preliminary Report]
Jared Starkey
Project Manager
Results relate only to the items tested or calibrated and are reported as rounded values. This test report shall not be
reproduced, except in full, without written approval of the laboratory. Where applicable, sampling conducted by Pace
Analytical National is performed per guidance provided in laboratory standard operating procedures ENV-SOP-MTJL-0067 and
ENV-SOP-MTJL-0068. Where sampling conducted by the customer, results relate to the accuracy of the information provided,
and as the samples are received.
Pace Analytical National
12065 Lebanon Rd Mount Juliet, TN 37122 615-758-5858 800-767-5859 www.pacenational.com
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
BPLAMP - Anderson Engineering L1671121 11/02/23 09:28 1 of 16
November 02, 2023
Jared Starkey
Project Manager
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
BPLAMP - Anderson Engineering L1671121 11/02/23 11:15 1 of 16
TABLE OF CONTENTS
Cp: Cover Page 1
Tc: Table of Contents 2
Ss: Sample Summary 3
Cn: Case Narrative 4
Sr: Sample Results 5
TVRR M-037-23100 L1671121-01 5
TVRR M-015-23100 L1671121-02 6
TVRR M-049-23100 L1671121-03 7
TVRR M-051-23100 L1671121-04 8
TVRR U-021-23100 L1671121-05 9
TVRR U-016-23100 L1671121-06 10
TVRR M-007-23100 L1671121-07 11
Qc: Quality Control Summary 12
Total Solids by Method 2540 G-2011 12
Metals (ICP) by Method 6010B 13
Gl: Glossary of Terms 14
Al: Accreditations & Locations 15
Sc: Sample Chain of Custody 16
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
BPLAMP - Anderson Engineering L1671121 11/02/23 09:28 2 of 16
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
BPLAMP - Anderson Engineering L1671121 11/02/23 11:15 2 of 16
SAMPLE SUMMARY
Collected by Collected date/time Received date/time
TVRR M-037-23100 L1671121-01 Solid 10/04/23 14:49 10/27/23 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2160438 1 10/31/23 09:36 10/31/23 09:43 CMK Mt. Juliet, TN
Metals (ICP) by Method 6010B WG2160205 1 10/30/23 16:01 11/01/23 02:06 DJS Mt. Juliet, TN
Metals (ICP) by Method 6010B WG2160205 5 10/30/23 16:01 11/01/23 23:56 DJS Mt. Juliet, TN
Collected by Collected date/time Received date/time
TVRR M-015-23100 L1671121-02 Solid 10/04/23 13:00 10/27/23 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2160438 1 10/31/23 09:36 10/31/23 09:43 CMK Mt. Juliet, TN
Metals (ICP) by Method 6010B WG2160205 1 10/30/23 16:01 11/01/23 02:15 DJS Mt. Juliet, TN
Collected by Collected date/time Received date/time
TVRR M-049-23100 L1671121-03 Solid 10/05/23 10:51 10/27/23 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2160438 1 10/31/23 09:36 10/31/23 09:43 CMK Mt. Juliet, TN
Metals (ICP) by Method 6010B WG2160205 1 10/30/23 16:01 11/01/23 02:18 DJS Mt. Juliet, TN
Metals (ICP) by Method 6010B WG2160205 5 10/30/23 16:01 11/01/23 23:59 DJS Mt. Juliet, TN
Collected by Collected date/time Received date/time
TVRR M-051-23100 L1671121-04 Solid 10/05/23 10:58 10/27/23 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2160438 1 10/31/23 09:36 10/31/23 09:43 CMK Mt. Juliet, TN
Metals (ICP) by Method 6010B WG2160205 1 10/30/23 16:01 11/01/23 02:21 DJS Mt. Juliet, TN
Metals (ICP) by Method 6010B WG2160205 5 10/30/23 16:01 11/02/23 00:02 DJS Mt. Juliet, TN
Collected by Collected date/time Received date/time
TVRR U-021-23100 L1671121-05 Solid 10/05/23 12:33 10/27/23 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2160438 1 10/31/23 09:36 10/31/23 09:43 CMK Mt. Juliet, TN
Metals (ICP) by Method 6010B WG2160205 1 10/30/23 16:01 11/01/23 02:24 DJS Mt. Juliet, TN
Collected by Collected date/time Received date/time
TVRR U-016-23100 L1671121-06 Solid 10/05/23 12:16 10/27/23 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2160438 1 10/31/23 09:36 10/31/23 09:43 CMK Mt. Juliet, TN
Metals (ICP) by Method 6010B WG2160205 1 10/30/23 16:01 11/01/23 02:27 DJS Mt. Juliet, TN
Metals (ICP) by Method 6010B WG2160205 5 10/30/23 16:01 11/02/23 00:05 DJS Mt. Juliet, TN
Collected by Collected date/time Received date/time
TVRR M-007-23100 L1671121-07 Solid 10/04/23 11:20 10/27/23 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2160438 1 10/31/23 09:36 10/31/23 09:43 CMK Mt. Juliet, TN
Metals (ICP) by Method 6010B WG2160205 1 10/30/23 16:01 11/01/23 02:30 DJS Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
BPLAMP - Anderson Engineering L1671121 11/02/23 09:28 3 of 16
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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CASE NARRATIVE
All sample aliquots were received at the correct temperature, in the proper containers, with the appropriate preservatives, and within method specified holding times, unless qualified or notated withinthe report. Where applicable, all MDL (LOD) and RDL (LOQ) values reported for environmental sampleshave been corrected for the dilution factor used in the analysis. All Method and Batch Quality Control are within established criteria except where addressed in this case narrative, a non-conformance form or properly qualified within the sample results. By my digital signature below, I affirm to the best of my knowledge, all problems/anomalies observed by the laboratory as having the potential to affect the quality of the data have been identified by the laboratory, and no information or data have been knowingly withheld that would affect the quality of the data.
[Preliminary Report]
Jared Starkey
Project Manager
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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Jared Starkey
Project Manager
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SAMPLE RESULTS - 01
L1671121
TVRR M-037-23100
Collected date/time: 10/04/23 14:49
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 95.0 1 10/31/2023 09:43 WG2160438
Metals (ICP) by Method 6010B
Result (dry) Qualifier MDL (dry) RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 405 0.545 2.11 1 11/01/2023 02:06 WG2160205
Lead 12600 1.09 2.63 5 11/01/2023 23:56 WG2160205
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE RESULTS - 02
L1671121
TVRR M-015-23100
Collected date/time: 10/04/23 13:00
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 91.5 1 10/31/2023 09:43 WG2160438
Metals (ICP) by Method 6010B
Result (dry) Qualifier MDL (dry) RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 823 0.566 2.19 1 11/01/2023 02:15 WG2160205
Lead 10300 0.227 0.546 1 11/01/2023 02:15 WG2160205
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE RESULTS - 03
L1671121
TVRR M-049-23100
Collected date/time: 10/05/23 10:51
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 87.1 1 10/31/2023 09:43 WG2160438
Metals (ICP) by Method 6010B
Result (dry) Qualifier MDL (dry) RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 1250 0.595 2.30 1 11/01/2023 02:18 WG2160205
Lead 38400 1.19 2.87 5 11/01/2023 23:59 WG2160205
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE RESULTS - 04
L1671121
TVRR M-051-23100
Collected date/time: 10/05/23 10:58
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 89.7 1 10/31/2023 09:43 WG2160438
Metals (ICP) by Method 6010B
Result (dry) Qualifier MDL (dry) RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 1740 0.578 2.23 1 11/01/2023 02:21 WG2160205
Lead 25100 1.16 2.79 5 11/02/2023 00:02 WG2160205
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE RESULTS - 05
L1671121
TVRR U-021-23100
Collected date/time: 10/05/23 12:33
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 92.4 1 10/31/2023 09:43 WG2160438
Metals (ICP) by Method 6010B
Result (dry) Qualifier MDL (dry) RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 74.4 0.561 2.17 1 11/01/2023 02:24 WG2160205
Lead 907 0.225 0.541 1 11/01/2023 02:24 WG2160205
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE RESULTS - 06
L1671121
TVRR U-016-23100
Collected date/time: 10/05/23 12:16
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 92.7 1 10/31/2023 09:43 WG2160438
Metals (ICP) by Method 6010B
Result (dry) Qualifier MDL (dry) RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 704 0.559 2.16 1 11/01/2023 02:27 WG2160205
Lead 25600 1.12 2.70 5 11/02/2023 00:05 WG2160205
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE RESULTS - 07
L1671121
TVRR M-007-23100
Collected date/time: 10/04/23 11:20
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 96.6 1 10/31/2023 09:43 WG2160438
Metals (ICP) by Method 6010B
Result (dry) Qualifier MDL (dry) RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Arsenic 3.93 0.536 2.07 1 11/01/2023 02:30 WG2160205
Lead 23.0 0.215 0.517 1 11/01/2023 02:30 WG2160205
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2160438
Total Solids by Method 2540 G-2011 L1671121-01,02,03,04,05,06,07
Method Blank (MB)
(MB) R3993459-1 10/31/23 09:43
MB Result MB Qualifier MB MDL MB RDL
Analyte %%%
Total Solids 0.000
L1671121-06 Original Sample (OS) • Duplicate (DUP)
(OS) L1671121-06 10/31/23 09:43 • (DUP) R3993459-3 10/31/23 09:43
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte %%%%
Total Solids 92.7 92.8 1 0.124 10
Laboratory Control Sample (LCS)
(LCS) R3993459-2 10/31/23 09:43
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte %%%%
Total Solids 50.0 50.0 100 85.0-115
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2160205
Metals (ICP) by Method 6010B L1671121-01,02,03,04,05,06,07
Method Blank (MB)
(MB) R3993797-1 11/01/23 01:03
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Arsenic U 0.518 2.00
Lead U 0.208 0.500
Laboratory Control Sample (LCS)
(LCS) R3993797-2 11/01/23 01:05
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
Arsenic 100 88.5 88.5 80.0-120
Lead 100 87.0 87.0 80.0-120
L1670609-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1670609-01 11/01/23 01:09 • (MS) R3993797-5 11/01/23 01:18 • (MSD) R3993797-6 11/01/23 01:21
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec. MSD Rec. Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
Arsenic 103 4.27 98.3 90.7 91.1 83.8 1 75.0-125 7.99 20
Lead 103 7.53 102 95.0 91.3 84.8 1 75.0-125 6.78 20
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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GLOSSARY OF TERMS
Guide to Reading and Understanding Your Laboratory Report
The information below is designed to better explain the various terms used in your report of analytical results from the Laboratory. This is not intended as a comprehensive explanation, and if you have additional questions please contact your project representative.
Results Disclaimer - Information that may be provided by the customer, and contained within this report, include Permit Limits, Project Name, Sample ID, Sample Matrix, Sample Preservation, Field Blanks, Field Spikes, Field Duplicates, On-Site Data, Sampling Collection Dates/Times, and Sampling Location. Results relate to the accuracy of this information provided, and as the samples are received.
Abbreviations and Definitions
(dry)Results are reported based on the dry weight of the sample. [this will only be present on a dry report basis for soils].
MDL Method Detection Limit.
MDL (dry)Method Detection Limit.
RDL Reported Detection Limit.
RDL (dry)Reported Detection Limit.
Rec.Recovery.
RPD Relative Percent Difference.
SDG Sample Delivery Group.
U Not detected at the Reporting Limit (or MDL where applicable).
Analyte The name of the particular compound or analysis performed. Some Analyses and Methods will have multiple analytes reported.
Dilution
If the sample matrix contains an interfering material, the sample preparation volume or weight values differ from the standard, or if concentrations of analytes in the sample are higher than the highest limit of concentration that the laboratory can accurately report, the sample may be diluted for analysis. If a value different than 1 is used in this field, the result reported has already been corrected for this factor.
Limits These are the target % recovery ranges or % difference value that the laboratory has historically determined as normal for the method and analyte being reported. Successful QC Sample analysis will target all analytes recovered or duplicated within these ranges.
Original Sample The non-spiked sample in the prep batch used to determine the Relative Percent Difference (RPD) from a quality control sample. The Original Sample may not be included within the reported SDG.
Qualifier This column provides a letter and/or number designation that corresponds to additional information concerning the resultreported. If a Qualifier is present, a definition per Qualifier is provided within the Glossary and Definitions page and potentially a discussion of possible implications of the Qualifier in the Case Narrative if applicable.
Result
The actual analytical final result (corrected for any sample specific characteristics) reported for your sample. If there was no measurable result returned for a specific analyte, the result in this column may state “ND” (Not Detected) or “BDL” (Below Detectable Levels). The information in the results column should always be accompanied by either an MDL (Method Detection Limit) or RDL (Reporting Detection Limit) that defines the lowest value that the laboratory could detect or report for this analyte.
Uncertainty (Radiochemistry)Confidence level of 2 sigma.
Case Narrative (Cn)A brief discussion about the included sample results, including a discussion of any non-conformances to protocol observed either at sample receipt by the laboratory from the field or during the analytical process. If present, there will be a section in the Case Narrative to discuss the meaning of any data qualifiers used in the report.
Quality Control Summary (Qc)
This section of the report includes the results of the laboratory quality control analyses required by procedure or analytical methods to assist in evaluating the validity of the results reported for your samples. These analyses are not being performed on your samples typically, but on laboratory generated material.
Sample Chain of Custody (Sc)
This is the document created in the field when your samples were initially collected. This is used to verify the time and date of collection, the person collecting the samples, and the analyses that the laboratory is requested to perform. This chain of custody also documents all persons (excluding commercial shippers) that have had control or possession of the samples from the time of collection until delivery to the laboratory for analysis.
Sample Results (Sr)This section of your report will provide the results of all testing performed on your samples. These results are provided by sample ID and are separated by the analyses performed on each sample. The header line of each analysis section foreach sample will provide the name and method number for the analysis reported.
Sample Summary (Ss)This section of the Analytical Report defines the specific analyses performed for each sample ID, including the dates andtimes of preparation and/or analysis.
Qualifier Description
The remainder of this page intentionally left blank, there are no qualifiers applied to this SDG.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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Pace Analytical National 12065 Lebanon Rd Mount Juliet, TN 37122
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Kentucky ¹ ⁶KY90010 South Carolina 84004002
Kentucky ²16 South Dakota n/a
Louisiana AI30792 Tennessee ¹ ⁴2006
Louisiana LA018 Texas T104704245-20-18
Maine TN00003 Texas ⁵LAB0152
Maryland 324 Utah TN000032021-11
Massachusetts M-TN003 Vermont VT2006
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ACCREDITATIONS & LOCATIONS

¹ Drinking Water ² Underground Storage Tanks ³ Aquatic Toxicity ⁴ Chemical/Microbiological ⁵ Mold ⁶ Wastewater n/a Accreditation not applicable
* Not all certifications held by the laboratory are applicable to the results reported in the attached report.
* Accreditation is only applicable to the test methods specified on each scope of accreditation held by Pace Analytical.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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