National Oil and Hazardous Substances Pollution Contingency Plan National Priorities List: Deletion of the Midvale Slag Superfund Site, 6458-6464 [2015-02326]
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BILLING CODE 6560–50–P
ENVIRONMENTAL PROTECTION
AGENCY
40 CFR Part 300
[EPA–HQ–SFUND–1991–0006; FRL–9922–
55–Region 8]
National Oil and Hazardous
Substances Pollution Contingency
Plan National Priorities List: Deletion
of the Midvale Slag Superfund Site
Environmental Protection
Agency.
ACTION: Direct final rule.
AGENCY:
The U.S. Environmental
Protection Agency (EPA) Region 8 is
publishing a direct final Notice of
Deletion of the Midvale Slag Superfund
Site (Site), located in Salt Lake County,
Utah, from the National Priorities List
(NPL). The NPL, promulgated pursuant
to section 105 of the Comprehensive
Environmental Response,
Compensation, and Liability Act
(CERCLA) of 1980, as amended, is an
appendix of the National Oil and
Hazardous Substances Pollution
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SUMMARY:
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EPA approval
date
*
2/5/2015
Contingency Plan (NCP). This direct
final deletion is being published by EPA
with the concurrence of the State of
Utah, through the Utah Department of
Environmental Quality (UDEQ), because
EPA has determined that all appropriate
response actions under CERCLA, other
than operation, maintenance and fiveyear reviews of the Site, have been
completed. However, this deletion does
not preclude future actions under
Superfund.
This direct final deletion is
effective April 6, 2015 unless EPA
receives adverse comments by March 9,
2015. If adverse comments are received,
EPA will publish a timely withdrawal of
the direct final deletion in the Federal
Register informing the public that the
deletion will not take effect.
ADDRESSES: Submit your comments,
identified by Docket ID no. EPA–HQ–
SFUND–1991–0006, by one of the
following methods: (1) https://
www.regulations.gov: Follow on-line
instructions for submitting comments.
(2) Email: waterman.erna@epa.gov (3)
Fax: 303–312–7151 (4) Mail: Erna
Waterman, Remedial Project Manager,
U.S. EPA, Region 8, Mail Code 8EPR–
SR, 1595 Wynkoop Street, Denver, CO
80202–1129 (5) Hand delivery: US EPA,
DATES:
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Federal Register
citation
Explanation
*
[Insert Federal Register citation].
Region 8, 1595 Wynkoop Street, EPR–
SR, Denver, CO 80202–1129. Such
deliveries are only accepted during
EPA’s normal hours of operation (9 a.m.
to 5 p.m.), and special arrangements
should be made for deliveries of boxed
information.
Instructions: Direct your comments to
Docket ID no. EPA–HQ–SFUND–1991–
0006. EPA’s policy is that all comments
received will be included in the public
docket without change and may be
made available online at https://
www.regulations.gov, including any
personal information provided, unless
the comment includes information
claimed to be Confidential Business
Information (CBI) or other information
whose disclosure is restricted by statute.
Do not submit information that you
consider to be CBI or otherwise
protected through https://
www.regulations.gov or email. The
https://www.regulations.gov Web site is
an ‘‘anonymous access’’ system, which
means EPA will not know your identity
or contact information unless you
provide it in the body of your comment.
If you send an email comment directly
to EPA without going through https://
www.regulations.gov, your email
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address will be automatically captured
and included as part of the comment
that is placed in the public docket and
made available on the Internet. If you
submit an electronic comment, EPA
recommends that you include your
name and other contact information in
the body of your comment and with any
disk or CD–ROM you submit. If EPA
cannot read your comment due to
technical difficulties and cannot contact
you for clarification, EPA may not be
able to consider your comment.
Electronic files should avoid the use of
special characters, any form of
encryption, and be free of any defects or
viruses.
Docket: All documents in the docket
are listed in the https://
www.regulations.gov index. Although
listed in the index, some information is
not publicly available, e.g., CBI or other
information whose disclosure is
restricted by statute. Certain other
material, such as copyrighted material,
will be publicly available only in hard
copy. Publicly available docket
materials are available electronically at
https://www.regulations.gov or in hard
copy at Ruth Tyler Branch Library, 8041
South Wood, Midvale, UT 84047;
Phone: (801–944–7641); Hours: M–Th: 9
a.m.–9 p.m.; Fri-Sat: 9:00 a.m.–5:30 p.m.
FOR FURTHER INFORMATION CONTACT: Erna
Waterman, Remedial Project Manager,
U.S. EPA Region 8, Mail code: 8EPR–
SR, 1595 Wynkoop Street, Denver, CO
80202–1129; Phone: (303) 312–6762;
Email: waterman.erna@epa.gov. You
may contact Erna to request a hard copy
of publicly available docket materials.
SUPPLEMENTARY INFORMATION:
Table of Contents
I. Introduction
II. NPL Deletion Criteria
III. Deletion Procedures
IV. Basis for Site Deletion
V. Deletion Action
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I. Introduction
EPA Region 8 is publishing this direct
final Notice of Deletion of the Midvale
Slag Superfund Site from the National
Priorities List. The NPL constitutes
Appendix B of 40 CFR part 300, which
is the National Oil and Hazardous
Substances Pollution Contingency Plan
(NCP), which EPA promulgated
pursuant to Section 105 of the
Comprehensive Environmental
Response, Compensation, and Liability
Act (CERCLA) of 1980, as amended.
EPA maintains the NPL as the list of
sites that appear to present a significant
risk to public health, welfare, or the
environment. Sites on the NPL may be
the subject of remedial actions financed
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by the Hazardous Substance Superfund
(Fund). As described in 40 CFR
300.425(e)(3) of the NCP, sites deleted
from the NPL remain eligible for Fundfinanced remedial action if future
conditions warrant such actions.
Section II of this document explains
the criteria for deleting sites from the
NPL. Section III discusses procedures
that EPA is using for this action. Section
IV discusses the Midvale Slag
Superfund Site and demonstrates how it
meets the deletion criteria. Section V
discusses EPA’s action to delete the Site
from the NPL unless adverse comments
are received during the public comment
period.
II. NPL Deletion Criteria
The NCP establishes the criteria that
EPA uses to delete sites from the NPL.
In accordance with 40 CFR 300.425(e),
sites may be deleted from the NPL
where no further response is
appropriate. In making such a
determination pursuant to 40 CFR
300.425(e), EPA will consider, in
consultation with the State, whether any
of the following criteria have been met:
i. Responsible parties or other persons
have implemented all appropriate
response actions required;
ii. all appropriate Fund-financed
response under CERCLA has been
implemented, and no further response
action by responsible parties is
appropriate; or
iii. the remedial investigation has
shown that the release poses no
significant threat to public health or the
environment and, therefore, the taking
of remedial measures is not appropriate.
Pursuant to CERCLA section 121(c)
and the NCP, EPA conducts five-year
reviews to ensure the continued
protectiveness of remedial actions
where hazardous substances, pollutants,
or contaminants remain at a site above
levels that allow for unlimited use and
unrestricted exposure. EPA conducts
such five-year reviews even if a site is
deleted from the NPL. EPA may initiate
further action to ensure continued
protectiveness at a deleted site if new
information becomes available that
indicates it is appropriate. Whenever
there is a significant release from a site
deleted from the NPL, the deleted site
may be restored to the NPL without
application of the hazard ranking
system.
III. Deletion Procedures
The following procedures apply to the
deletion of the Site.
(1) EPA consulted with the State of
Utah prior to developing this direct final
Notice of Deletion and the Notice of
Intent to Delete the Site co-published
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today in the ‘‘Proposed Rules’’ section
of the Federal Register.
(2) EPA has provided the State 30
working days for review of this direct
final Notice of Deletion and the parallel
Notice of Intent to Delete prior to their
publication today, and the State,
through UDEQ, has concurred on the
deletion of the Site from the NPL.
(3) Concurrently with the publication
of this direct final Notice of Deletion, a
notice of the availability of the parallel
Notice of Intent to Delete is being
published in a major local newspaper,
the Salt Lake Tribune. The newspaper
notice announces the 30-day public
comment period concerning the Notice
of Intent to Delete the Site from the
NPL.
(4) The EPA placed copies of
documents supporting the proposed
deletion in the deletion docket and
made these items available for public
inspection and copying at the Site
information repositories identified
above.
(5) If adverse comments are received
within the 30-day public comment
period on this deletion action, EPA will
publish a timely notice of withdrawal of
this direct final Notice of Deletion
before its effective date and will prepare
a response to comments and continue
with the deletion process on the basis of
the Notice of Intent to Delete and the
comments already received.
Deletion of a site from the NPL does
not itself create, alter, or revoke any
individual’s rights or obligations.
Deletion of a site from the NPL does not
in any way alter EPA’s right to take
enforcement actions, as appropriate.
The NPL is designed primarily for
informational purposes and to assist
EPA management. Section 300.425(e)(3)
of the NCP states that the deletion of a
site from the NPL does not preclude
eligibility for further response actions,
should future conditions warrant such
actions.
IV. Basis for Site Deletion
The following information provides
EPA’s rationale for deleting the Site
from the NPL.
Site Background and History
The 446-acre Midvale Slag Superfund
Site (UTD08134277) is located 12 miles
south of Salt Lake City in the city of
Midvale, with a small portion extending
into the adjacent city of Murray. The
Site is a former smelting facility on the
Jordan River. Five separate smelters
were located on or near the Site from
1871 to 1958. An adjacent mill
continued operating until 1971. The
smelters treated ores from Bingham
Canyon and other mines. Investigations
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at the Site showed that groundwater and
soils were contaminated with heavy
metals. Lead smelting was the dominant
industrial activity at the Site; lead and
arsenic were the primary products
associated with ore processing. At times
copper, gold, silver, and other metals
were also produced at the Site. Ore
processing and disposal of waste
products on the site have resulted in
contamination of soils and groundwater
at the Site.
The EPA proposed the Midvale Slag
Superfund Site on the National
Priorities List (NPL) on June 10, 1986
and finalized listing of the site on
February 11, 1991 (51 FR 21099 and 56
FR 5598). The Site was divided into two
operable units (OUs). OU1 is the
northern 266 acres of the site. OU2 is
the remaining 180 acres to the south.
The dividing boundary that runs
through the Site between OU1 and OU2
is 7200 South Parkway and Jordan River
Boulevard.
OU1 includes a mobile home park, an
abandoned waste water treatment plant
with lagoons, and jurisdictional
wetlands. Wastes have been present on
the Site for many years and, in some
locations, groundwater is in direct
contact with visible slag without
appreciable effects on groundwater.
Concentrations of contaminants of
concern (COCs) in OU1 groundwater are
generally below federal maximum
contaminant levels (MCLs).
OU2 is subdivided into areas based on
the distribution of unique smelter and
mill wastes. Included within OU2 are
the silver refinery area and the
Butterfield Lumber property. In
addition, numerous piles of smelter slag
and other smelter wastes were
distributed broadly across this area.
The EPA proposed the Site to the NPL
based on studies conducted between
1982 and 1985 that found groundwater,
soil and sediments contaminated with
heavy metals. Potential human health
threats included drinking contaminated
groundwater or ingesting, inhaling, or
handling contaminated soils, wastes or
sediments. The EPA fenced portions of
the Site in December 1990 to restrict
access to the contaminated wastes.
The EPA conducted eight removal
actions at this Site. The first removal
action after the NPL listing occurred on
June 20, 1991, with the disposal of
explosives and lab chemicals at a former
on-Site lab. Additional removal actions
conducted between 1995 and 2001
included: Construction of additional
fencing, contaminated soil removal,
plugging contaminated water supply
wells, removal of approximately 90
deteriorated drums, and preservation
work for the small Midvale Pioneer
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Cemetery located near the southeastern
corner of the Site.
Remedial Investigation and Feasibility
Study (RI/FS)
Remedial Investigation for OU1: The
suspected waste areas within OU1 were
a small landfill and an abandoned waste
water treatment plant with its associated
lagoons. Analysis of sample data
determined that neither area contributed
to the contaminants of concern detected
in Site soils. Soil contamination was
caused by smelter waste from OU2
transported by environmental factors as
well as deliberate use of waste as fill.
The Baseline Risk Assessment
determined arsenic, cadmium, and lead
as the contaminants of concern in soils
at OU1. The OU1 Feasibility Studies
(FS) were completed in 1995 for the
trailer park located on the northern end
of the Site, and in 1998 for the
remaining portions of OU1.
Remedial Investigation for OU2: The
Site investigations for OU2 focused on
mixed smelter waste, slag, and
groundwater. These were evaluated
during Site investigations conducted for
the Engineering Evaluation/Cost
Analysis (EE/CA) prepared in 1993, the
Supplemental Remedial Investigation in
1997 and 1998, and additional
characterizations performed in 2001 and
2002. Surface and subsurface soil
samples were analyzed in five mixed
smelter waste areas, calcine waste,
silver refinery waste, and contaminated
soils.
Metals analysis of samples in the
former baghouse dust pond area
contained high levels of arsenic trioxide
which was determined to be principalthreat waste (later classified as Category
I waste). Four areas of slag-covered
surfaces were also sampled: Air-cooled
slag, water-quenched slag, copper slag,
and iron slag for the EE/CA. Analysis of
the slag in these areas found that this
slag is not leachable in concentrations
that impact groundwater. The smelter
waste and soil maximum contaminant
concentrations were 20,400 mg/kg for
arsenic and 26,300 mg/kg for lead. The
sediment maximum contaminant
concentrations were 96 mg/kg for
arsenic and 721 mg/kg for lead.
Groundwater evaluations were
conducted in the EE/CA. Additional
groundwater studies and RI work was
conducted between 1997 and 2002. The
RI activities found significant arsenic in
groundwater under the old smelter
works area. The area around the former
arsenic plant and baghouse exhibited
the highest levels of arsenic
contamination in ground water at an
elevated concentration of 1,300,000
parts per billion (ppb). The Upper Sand
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and Gravel (US&G) Aquifer, which
underlies the entire Site from about 15
to 150 feet below ground surface (bgs),
was found to contain a plume that is
contaminated with arsenic up to 4,000
ppb. The Deep Principal Aquifer, which
is below the US&G Aquifer which is
used for drinking water is clean. During
the Site investigations in 2001 and 2002,
a tetrachloroethylene (PCE) plume
crossing the Site was identified and
referred to UDEQ for further
investigation. Since the source of the
PCE plume is not on the Site, CERCLA
action is not appropriate. In 2001,
surface and subsurface soil samples
were collected from former river
meander locations, upland areas of the
corridor, and both banks of the Jordan
River. Elevated levels of metals were
detected in surface and subsurface soil
samples, but not the surface water.
Consequently, portions of the Jordan
River riparian corridor adjacent to the
former smelter were added to the Site in
the 2006 Explanation of Significant
Differences for OU2.
The April 2002 OU2 FS is for the
groundwater and the May 2002 OU2 FS
is for mixed smelter waste. Many
remedial technologies were considered,
including no action, institutional
controls, treatment, and disposal.
Summary of Risk Assessment Activities
Results of the baseline risk assessment
indicate that contaminants identified in
the RI in Site surface and subsurface soil
pose a risk of excess cancer and adverse
health effects to current and future
populations at the Site. Risks to future
residents, future workers, and current
and future trespasser scenarios exceed
acceptable threshold levels. Estimated
risk and hazard were greatest for
potential future residents at the Site.
Contaminants in shallow ground water
also pose a risk to future residents and
workers. However, shallow ground
water is not currently used as a source
of drinking water.
Redevelopment plans for the Site
preclude the presence of ecological
receptors throughout most of the Site.
Exceptions consist of the Jordan River
and the recreational park planned for
the riparian area on the east bank of the
Jordan River. Results of the ecological
risk assessment indicate that
contaminants in sediment and surface
water pose little risk to aquatic
receptors. In addition, Site data indicate
that the Site is contributing very little to
contaminants concentrations detected in
sediment and surface water. Upstream
sources are the likely contributors to
detected concentrations. However,
contaminants are present in the riparian
area at concentrations that could pose a
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potential threat to aquatic receptors if
allowed to enter the river; therefore,
bank stabilization was completed to
minimize migration of contaminants
into the river.
The recreational park is unlikely to
provide significant habitat for terrestrial
receptors. It is more likely that wildlife
will have sporadic exposure in the area.
It is anticipated that remedial action
performed to protect child recreational
visitors at the park will also be
protective of terrestrial receptors.
OU1 Selected Remedy
On April 28, 1995, EPA issued a
Record of Decision (ROD) for OU1
selecting the following remedy: (1)
Excavation of a minimum of 18 inches
of soil in 14 residential yards in the
Winchester Estates development,
placement of clean fill and off-site
disposal of soils. (2) The placement of
a 2-foot thick monolayer soil cover over
an undeveloped portion of the
Winchester Estates. (3) Institutional
controls for the area receiving the soil
cover. (4) Institutional controls for four
other parcels prohibiting future
residential land use without additional
remediation. (5) Ground water
monitoring at the hydraulically
downgradient Site boundary for a
minimum of 5 years.
In May 1998 and also in February
2006, EPA and UDEQ issued
Explanation of Significant Differences
(ESDs) changing the remedy called for
in the 1995 OU1 ROD. The 1998 ESD
required the excavation of contaminated
soils on one parcel of land, rather than
capping, and thus eliminated the need
for ICs on that parcel. The 2006 ESD
changed land use restrictions to
accommodate multiple land uses,
created a consistent approach for both
operable units, included riparian
management (both sides of the river)
and contained a comprehensive
groundwater monitoring plan in
coordination with the OU2 remedy. The
2006 ESD identified the lack of remedial
action objectives for groundwater in the
OU1 ROD and adopted the remedial
action objectives selected for
groundwater in the OU2 ROD. A final
ESD was issued in October, 2013,
clarifying the groundwater Remedial
Action Objectives (RAOs) for OU1 and
OU2.
The amended RAOs for OU1 are as
follows: (1) Soil RAO—Prevent
unacceptable exposure risks to current
and future human populations
presented by contact, ingestion, or
inhalation of smelter materials,
associated contaminated materials, or
contaminants of concern (COCs) derived
from the smelter wastes. (2) Ground
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Water RAOs—Prevent unacceptable
exposure risk to current and future
human populations presented by direct
contact, inhalation, or ingestion of
contaminated ground water. Provide
that future migration of COCs into
previously uncontaminated portions of
the US&G Aquifer and into the Deep
Principal Aquifer is protective of these
aquifers as sources of drinking water.
Provide that future discharge of
contaminated ground water from the
Site to the Jordan River is protective of
the aquatic environment and designated
use.
OU2 Selected Remedy
On October 29, 2002, EPA signed the
Record of Decision for OU2. The OU2
ROD defined four categories of smelter
wastes found throughout OU2. Principal
threat wastes such as crude arsenic
trioxide were designated as Category I
waste. Category II wastes included nonslag soils and smelter waste failing
Toxicity Characteristic Leaching
Procedure (TCLP) and containing COCs
above commercial land use-based
remediation goals. Category III wastes
included non-slag soils and smelter
wastes passing TCLP and containing
COCs below residential land use-based
remediation goals. EPA classified slag as
Category IV waste. The major
components of the selected remedy
include: (1) Ground Water: The Deep
Principal Aquifer which is a primary
source of drinking water in the Salt Lake
Valley, is not impacted by the Site,
although the shallower US&G is
impacted by the Site. The limited action
remedy for ground water does not
actively attempt to restore the US&G,
but provides compliance points for
monitoring and assessing as well as
institutional controls. The limited
action approach relies on ground water
and surface water monitoring to assess
whether ground water and surface water
criteria are being met for selected COCs.
These selected COCs were established
as a result of using alternate
concentration limit (ACL) calculations
and site-specific analyses to be
protective of surface water quality
criteria for the Jordan River. An IC to
restrict well installation was also
selected as a part of the remedy. The
ACLs for the four groundwater COCs
were set at the following: Arsenic 7,000
mg/L; Cadmium 1,560 mg/L; Selenium
900 mg/L; and Antimony 380 mg/L. (2)
Mixed Smelter Waste: The selected
remedy for mixed smelter waste
required the excavation and off-Site
disposal of Category I Material, if found,
and the installation of appropriate
covers over the remainder of the
Category II and III Materials. (3) Slag:
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The selected remedy for the slag
(Category IV Material) required regrading of the slag piles and the
installation of appropriate covers. (4)
Land use controls (ICs) were also
selected for OU2 to restrict future
excavations and guide future use of the
property.
The 2006 ESD added the riparian area
along the Jordan River corridor to the
Site to prevent river migration erosion
which could impact the remedy. In
addition, the ESD eliminated the need
for ICs on portions of OU1 which were
clean and called for a site wide
groundwater monitoring plan. The 2013
ESD clarified the RAOs for groundwater
for both OU1 and OU2. This
clarification removed the groundwater
restoration RAO for both OUs.
The amended RAOs for OU2 are as
follows: (1) Ground Water RAOs—
Prevent unacceptable exposure risk to
current and future human populations
presented by direct contact, inhalation,
or ingestion of contaminated ground
water. Provide that future migration of
COCs into previously uncontaminated
portions of the US&G Aquifer and into
the Deep Principal Aquifer is protective
of these aquifers as sources of drinking
water. Provide that future discharge of
contaminated ground water from the
Site to the Jordan River is protective of
the aquatic environment and designated
use. (2) Mixed Smelter Waste RAOs—
Prevent unacceptable exposure risks to
current and future human populations
presented by contact, ingestion, or
inhalation of smelter materials,
associated contaminated materials, or
COCs derived from the smelter areas.
Prevent unacceptable exposure risks to
current and future ecological receptors
presented by contact, ingestion,
inhalation, or uptake from smelter
materials, associated contaminated
materials, or COCs derived from the
smelter areas. Provide that the future
migration of contaminants from the
smelter materials is within limits
considered protective of ground water.
Prevent smelter materials from entering
the Jordan River via surface water flow.
(3) Slag RAOs Prevent unacceptable
exposure risks to current and future
human populations presented by
contact, ingestion, or inhalation of slag
or associated contaminated materials.
Prevent unacceptable exposure risks to
current and future ecological receptors
presented by uptake from slag,
associated contaminated materials
within slag, or COCs derived from the
slag areas. Provide that the future
migration of contaminants from the slag
or contaminated materials within slag is
within limits considered protective of
ground water. Prevent slag or
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contaminated materials within slag from
entering the Jordan River via surface
water flow.
Response Actions
UDEQ was the lead agency for the
OU1 remediation as defined in a
cooperative agreement between EPA
and UDEQ. Remediation work was
conducted in two phases, with work on
the residential portion of Winchester
Estates portion beginning in September
1995 and ending in April 1996.
Remediation of the undeveloped
southeast portion of Winchester Estates
was completed by November 1998. The
final inspection of the OU1 remedial
action occurred in January 1999 and the
RA report for OU1 signed in March
1999. EPA and UDEQ installed the
groundwater monitoring system and
performed the riparian remediation
selected in the 2006 ESD during the
implementation of the OU2 remedy.
A consent decree governed work
conducted by the main property owner,
Littleson, Inc. In the consent decree
signed with EPA, Midvale City, and the
Union Pacific Railroad, the property
owner, Littleson, Inc., agreed to perform
the remedial design/remedial action
(RD/RA) for the smelter wastes, slags
and impacted soils components of the
OU2 ROD remedy. In the consent
decree, Midvale City agreed to enact and
enforce ICs in the form of an ordinance.
This consent decree was entered on
November 16, 2004.
UDEQ was the lead for the ground
water portion of the OU2 ROD remedy
as well as the 2006 ESD for OU1. This
work was performed under a
cooperative agreement with EPA. EPA
was the primary lead for the riparian
portion of the OU2 ROD remedy.
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Smelter Wastes, Slags, and Impacted
Soils
Littleson, Inc., completed all remedial
activities as planned, and no additional
areas of contamination were identified.
EPA, UDEQ and Midvale City
conducted a final inspection of the work
upon completion of the physical
construction on June 26, 2006. A oneyear warranty period began on July 6,
2006, to ensure that the remedy
continued to operate as designed. On
May 15, 2007, EPA, UDEQ and Midvale
City representatives conducted a second
final inspection to verify that the
remedy remained effective. This remedy
was declared operational and functional
on August 13, 2007 when EPA approved
the Remedial Action Report. On the
same day, EPA certified the completion
of the construction work required under
the consent decree.
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14:41 Feb 04, 2015
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Riparian Zone OU1 and OU2
EPA and UDEQ conducted the RD/RA
work along 6,800 feet of the Jordan
River riparian corridor adjacent to the
western boundary of the Site. The
objective for this work included the
reduction and elimination of river bank
erosion that could release smelter waste
from the Site into the river. This work
was conducted in four phases, with the
final phase being completed in August
2011. Salt Lake County conducted the
Phase 3 portion of this work under EPA
and UDEQ oversight. Phase 3 involved
completing the riparian work from
Winchester Estates south along the
eastern bank of the Jordan River and
was funded through a grant from EPA
using special account funding.
EPA, UDEQ and Salt Lake County
completed all remedial activities as
planned. EPA and UDEQ conducted a
pre-final inspection on August 10, 2011,
which included a description and
schedule for correcting minor
construction contract items by the
contractor. The remaining ‘‘punch’’ list
item was replacement of some damaged
vegetation. EPA and the State
determined that all Riparian Zone work
was constructed and/or completed
according to the ROD and design
specifications in 2013.
Groundwater OU1 and OU2
UDEQ completed the installation of
the groundwater monitoring system in
December 2008. Construction of the
system was completed under a
cooperative agreement established
between the EPA and UDEQ. Under this
cooperative agreement, the UDEQ
implemented the groundwater
monitoring system design developed by
the EPA and conducts quarterly
monitoring. In September 2009, EPA
approved the groundwater Remedial
Action Report in which EPA determined
that construction of the monitoring
system was complete in accordance
with the OU2 ROD and design
specifications.
UDEQ conducts semi-annual
groundwater and surface water
monitoring at the Site using a plan
developed during the remedial design.
The monitoring system at the Site
currently consists of co-located wells at
15 locations (a total of 30 wells) and two
surface water sampling locations. Each
well pair consists of one shallow
monitoring well, screened in the upper
interval of the US&G Aquifer, and one
intermediate monitoring well, screened
at a lower interval within the US&G
Aquifer. The monitoring system is
divided into four groups and consists of
up-gradient, down-gradient, plume core
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Fmt 4700
Sfmt 4700
and ACL monitoring wells. The process
for developing ACLs is discussed in the
OU2 ROD with supporting
documentation provided in the
Administrative Record.
Although the selected remedy did not
attempt to actively restore the US&G
Aquifer, it provided for the monitoring
of groundwater and surface water to
assess whether applicable groundwater
and surface water quality criteria are
being met for the selected COCs. It also
provided for the creation of ICs to
prevent exposure to the contaminated
US&G Aquifer.
Point of assessment locations for
monitoring the US&G Aquifer were
selected based on the location and
movement of arsenic contamination on
the Site. Arsenic was selected as the
indicator chemical since it is the most
mobile and widespread of the COCs in
this aquifer. Monitoring wells for points
of assessment were installed in the
shallow and deep portions of the US&G
Aquifer in accordance with plans and
specifications developed during the
remedial design. The specific
monitoring objectives are as follows: (1)
Conduct groundwater and surface water
monitoring to assess if applicable
groundwater and surface water quality
criteria are being met for COCs
(antimony, arsenic, cadmium and
selenium). (2) Assess monitoring data
and determine if contamination is
moving laterally or vertically within the
boundaries of the Site.
The UDEQ’s Semi-Annual
Groundwater and Surface Water
Monitoring Report—Midvale Slag
Superfund Site dated May 24, 2013
states that ‘‘COC concentrations in the
ACL monitoring wells have not
exceeded their respective ACL values
and that COC concentrations in surface
water have not exceeded established
surface water quality criteria values for
the Jordan River in monitoring results
from 2008 to present.’’
Operation and Maintenance
Maintaining an appropriate soil cover
with adequate drainage is an operation
and maintenance activity required as an
IC. Midvale City is responsible for this
IC and conducting the following
activities: Inspection/observation during
redevelopment construction; review of
development construction plans and
specification for conformance with
cover requirements; storm water
management and irrigation restrictions;
and temporary stockpile and covering of
soil and slag. UDEQ conducts semiannual groundwater and surface water
monitoring at this Site. COC
concentrations in the ACL monitoring
wells have not exceeded their respective
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05FER1
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Federal Register / Vol. 80, No. 24 / Thursday, February 5, 2015 / Rules and Regulations
ACL values and COC concentrations in
surface water have not exceeded
established surface water quality criteria
values for the Jordan River in
monitoring results from 2008 to present.
ICs adopted by the Midvale City
support limited commercial and
residential re-use of this Site. The OU2
ROD required the establishment of ICs
including land use controls, to prevent
exposure to contaminated materials and
review of proposals to change the type
of land use at the Site. In addition, ICs
for groundwater and surface water were
established to prevent access to
contaminated ground and surface water
and to limit the infiltration in the plume
area. Additionally, groundwater beneath
the Site is not used for drinking water
under the State of Utah ICs.
An Institutional Control Process Plan
for OU1 was developed in 2004 as a
mechanism to assure that consistent and
effective inspection, maintenance and
enforcement activities occurred
throughout the Site. The objective of the
ICs are (i) to limit or prohibit exposure
of people and the environment to
subsurface contaminants remaining at
the Site by ensuring the protection and
maintenance of the cap; (ii) to prevent
or limit certain activities in certain areas
of the Site that may increase the risk of
damage to the cap; and (iii) to manage
stormwater and irrigation water to
prevent unacceptable impact to the cap
and underlying groundwater.
In 2007, an ordinance for Bingham
Junction, Jordan Bluffs and designated
rights-of-way was implemented by
Midvale City which set forth the
requirements and procedures for the
public ICs for the redevelopment and
reuse of the Bingham Junction and
Jordan Bluffs properties. The purpose of
the ICs was to prevent unacceptable
human exposure to contaminants that
remain on Site by ensuring the
protection, maintenance, and
improvement of physical barriers that
had been on the various properties.
Midvale City is responsible for
enforcement of the land use ICs.
Midvale City utilizes a grant from EPA
to hire a Development Site Coordinator
who is responsible for enforcing the ICs
and provides IC on-Site training for the
developer’s Special Inspectors when
needed. The Special Inspectors, as well
as the Development Site Coordinator,
know which areas of the Site have
buried contamination and the exact
location of the protective cap or inert
slag demarcation layer located above the
contamination. Midvale City issued
permits identify planned development
above the demarcation layer. The
Development Site Coordinator conducts
inspections several times a day during
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14:41 Feb 04, 2015
Jkt 235001
construction as well as visits temporary
soil stockpiling, road construction,
storm drain, and landscaping phases of
the work to ensure that the ICs are being
followed and the remedy remains
protective. In addition, the Development
Site Coordinator monitors the riparian
restoration area and maintains ongoing
weekly communication with UDEQ,
EPA and Salt Lake County.
Five-Year Review
Three statutory five-year reviews have
been conducted at the Site: in October
2003, December 2008, and April 2014.
The remedy at the Site was determined
to be protective and no issues were
identified in the latest five-year review.
Pursuant to CERCLA section 121(c) and
the NCP, EPA will conduct the next
five-year review to ensure the continued
protectiveness of remedial actions
where hazardous substances, pollutants,
or contaminants remain at the Site
above levels that allow for unlimited
use and unrestricted exposure. The next
five-year review is scheduled for
completion by April 2019.
Community Involvement
Major community involvement
activities at the Site initially included
establishing a local information
repository and forming a Technical
Advisory Group (TAG) and working
with the Jordan River Stakeholders
Group. EPA, with representatives from
the UDEQ, conducted community
interviews with a broad array of
interested residents, agency
representatives, local elected officials
and others. These interviews were the
foundation of the Site Community
Involvement Plan and information from
these interviews was considered in the
remedy selection process for the Site.
Outreach efforts included community
interviews, fact sheets, letters, flyers,
door-to-door visits, public meetings,
neighborhood meetings, public
comment periods and Web site updates.
The most recent interviews were
conducted in the Spring 2013 for the
upcoming five-year review.
Because the community requested
future development be considered in the
remedy selection, slag piles were graded
to better support redevelopment and
appropriate soil covers were designed as
an interim measure to facilitate future
redevelopment. The Site is located right
off the I–15 and I–215 freeways, barely
20 minutes from most Salt Lake County
locations. On August 29, 2006, Midvale
Mayor Joanne Seghini said, ‘‘The land
constitutes 20 percent of Midvale and is
one of the last pieces of undeveloped
property in the City and was a
discouraging blight.’’ Redevelopment
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Sfmt 4700
6463
began once the institutional controls
were established. A Ready for Reuse
Determination was issued by EPA in
2008.
Today, approximately 70 percent of
the Site has been fully developed for
mixed-use that incorporates major retail
and office space, along with needed
housing for Midvale City. The Utah
Transit Authority mass transit train
system opened a station at the Site
which serves the ‘‘green sustainable
community.’’ The successful
revitalization of the Midvale community
is sustainable, provides mixed use, and
elevates the quality of life with
revitalization for years to come.
Improvement of the riparian corridor
and bike trail along the Jordan River has
also helped this area thrive. These
successful efforts have resulted in the
influx of new residents now inhabiting
the Site.
Determination That the Site Meets the
Criteria for Deletion
The implemented Site-wide remedy
achieves the RAOs specified in the 1995
ROD, 2002 ROD, and 1998, 2006 and
2013 ESDs for all pathways of exposure.
No further Superfund responses are
needed to protect human health and the
environment at the Site.
The NCP (40 CFR 300.425(e)) states
that a Site may be deleted from the NPL
when no further response action is
appropriate. EPA, in consultation with
UDEQ, has determined that all required
response actions have been
implemented and no further response
action by responsible parties is
appropriate.
V. Deletion Action
The EPA, with concurrence of the
State of Utah through the Utah
Department of Environmental Quality
(UDEQ), has determined that all
appropriate response actions under
CERCLA, other than operation,
maintenance, monitoring and five-year
reviews have been completed.
Therefore, EPA is deleting the Site from
the NPL.
Because EPA considers this action to
be noncontroversial and routine, EPA is
taking it without prior publication. This
action will be effective April 6, 2015
unless EPA receives adverse comments
by March 9, 2015. If adverse comments
are received within the 30-day public
comment period, EPA will publish a
timely withdrawal of this direct final
notice of deletion before the effective
date of the deletion, and it will not take
effect. EPA will prepare a response to
comments and continue with the
deletion process on the basis of the
notice of intent to delete and the
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05FER1
6464
Federal Register / Vol. 80, No. 24 / Thursday, February 5, 2015 / Rules and Regulations
comments already received. There will
be no additional opportunity to
comment.
List of Subjects in 40 CFR Part 300
Environmental protection, Air
pollution control, Chemicals, Hazardous
substances, Hazardous waste,
Intergovernmental relations, Penalties,
Reporting and recordkeeping
requirements, Superfund, Water
pollution control, Water supply.
Dated: January 23, 2015.
Shaun L. McGrath,
Regional Administrator, Region 8.
For the reasons set out in this
document, 40 CFR part 300 is amended
as follows:
PART 300—NATIONAL OIL AND
HAZARDOUS SUBSTANCES
POLLUTION CONTINGENCY PLAN
1. The authority citation for part 300
continues to read as follows:
■
Authority: 33 U.S.C. 1321(c)(2); 42 U.S.C.
9601–9657; E.O. 13626, 77 FR 56749, 3 CFR,
2013 Comp., p.306; E.O. 12777, 56 FR 54757,
3 CFR, 1991 Comp., p.351; E.O. 12580, 52 FR
2923, 3 CFR, 1987 Comp., p.193.
Appendix B to Part 300—[Amended]
2. Table 1 of Appendix B to part 300
is amended by removing the entry for
‘‘UT’’, ‘‘Midvale Slag’’, ‘‘Midvale’’.
■
[FR Doc. 2015–02326 Filed 2–4–15; 8:45 am]
BILLING CODE 6560–50–P
DEPARTMENT OF COMMERCE
National Oceanic and Atmospheric
Administration
50 CFR Part 622
[Docket No. 001005281–0369–02]
RIN 0648–XD709
Fisheries of the Caribbean, Gulf of
Mexico, and South Atlantic; 2015
Commercial Accountability Measure
and Closure for Coastal Migratory
Pelagic Resources of the Gulf of
Mexico and South Atlantic
National Marine Fisheries
Service (NMFS), National Oceanic and
Atmospheric Administration (NOAA),
Commerce.
ACTION: Temporary rule; closure.
rljohnson on DSK3VPTVN1PROD with RULES
AGENCY:
NMFS implements an
accountability measure (AM) to close
the hook-and-line component of the
commercial sector for king mackerel in
the Florida west coast southern
subzone. This closure is necessary to
SUMMARY:
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14:41 Feb 04, 2015
Jkt 235001
protect the Gulf of Mexico (Gulf) king
mackerel resource.
DATES: This rule is effective 12:01 a.m.,
local time, February 5, 2015, through
June 30, 2015.
FOR FURTHER INFORMATION CONTACT:
Susan Gerhart, telephone: 727–824–
5305, email: susan.gerhart@noaa.gov.
SUPPLEMENTARY INFORMATION: The
fishery for coastal migratory pelagic fish
(king mackerel, Spanish mackerel, and
cobia) is managed under the Fishery
Management Plan for the Coastal
Migratory Pelagic Resources of the Gulf
of Mexico and Atlantic Region (FMP).
The FMP was prepared by the Gulf of
Mexico and South Atlantic Fishery
Management Councils (Councils) and is
implemented under the authority of the
Magnuson-Stevens Fishery
Conservation and Management Act
(Magnuson-Stevens Act) by regulations
at 50 CFR part 622.
The Gulf migratory group king
mackerel is divided into western and
eastern zones. The Gulf’s eastern zone
for king mackerel is further divided into
the Florida west coast northern and
southern subzones that have separate
commercial quotas. On January 30,
2012, NMFS implemented the final rule
(76 FR 82058, December 29, 2011) that
established annual catch limits (ACLs).
The 2014 to 2015 fishing year quota for
the hook-and-line component of the
commercial sector in the Florida west
coast southern subzone is 551,448 lb
(250,133 kg) (50 CFR
622.384(b)(1)(i)(B)(1)).
From November 1 through March 31,
the southern subzone encompasses an
area of the exclusive economic zone
(EEZ) south of a line extending due west
of the Lee and Collier County, FL,
boundary on the Florida west coast, and
south of a line extending due east of the
Monroe and Miami-Dade County, FL,
boundary on the Florida east coast,
which includes the EEZ off Collier and
Monroe Counties, FL. From April 1
through October 31, the southern
subzone is reduced to the EEZ off
Collier County, and the EEZ off Monroe
County becomes part of the Atlantic
migratory group area.
On January 24, 2015, NMFS
implemented a 500-lb (227-kg) trip limit
for vessels in the hook-and-line
component of the commercial king
mackerel sector in this subzone, because
75 percent of quota had been reached
(622.385(a)(2)(ii)(B)).
Under 50 CFR 622.8(b) and
622.388(a)(1), NMFS is required to close
any component of the king mackerel
commercial sector when its quota has
been reached, or is projected to be
reached, by filing a notification at the
PO 00000
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Fmt 4700
Sfmt 4700
Office of the Federal Register. NMFS has
determined the quota for the hook-andline component of the commercial
sector for Gulf migratory group king
mackerel in the southern Florida west
coast subzone has been reached.
Accordingly, the hook-and-line
component of the commercial sector for
Gulf migratory group king mackerel in
the southern Florida west coast subzone
is closed effective 12:01 a.m., local time,
February 5, 2015, through June 30, 2015,
the end of the fishing year.
As specified in 50 CFR 622.384(e),
during the closure period no person
aboard a vessel for which a commercial
permit for king mackerel has been
issued may harvest or possess Gulf
migratory group king mackerel in or
from Federal waters of the closed
subzone. However, there is one
exception that a person aboard a vessel
that has a valid charter/headboat permit
and also has a commercial king
mackerel permit for coastal migratory
pelagic fish may continue to retain king
mackerel in or from the closed subzone
under the 2-fish daily bag limit,
provided the vessel is operating as a
charter vessel or headboat. Charter
vessels or headboats that hold a
commercial king mackerel permit are
considered to be operating as a charter
vessel or headboat when they carry a
passenger who pays a fee or when more
than three persons are aboard, including
operator and crew.
Classification
The Regional Administrator,
Southeast Region, NMFS, has
determined this temporary rule is
necessary for the conservation and
management of Gulf migratory group
king mackerel and is consistent with the
Magnuson-Stevens Act and other
applicable laws.
This action is taken under 50 CFR
622.8(b) and 622.388(a)(1) and is
exempt from review under Executive
Order 12866.
These measures are exempt from the
procedures of the Regulatory Flexibility
Act because the temporary rule is issued
without opportunity for prior notice and
comment.
This action responds to the best
scientific information available. The
Assistant Administrator for Fisheries,
NOAA (AA), finds that the need to
immediately implement this action to
close the hook-and-line component of
the commercial sector constitutes good
cause to waive the requirements to
provide prior notice and opportunity for
public comment pursuant to the
authority set forth in 5 U.S.C. 553(b)(B),
as such prior notice and opportunity for
public comment are unnecessary and
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Agencies
[Federal Register Volume 80, Number 24 (Thursday, February 5, 2015)]
[Rules and Regulations]
[Pages 6458-6464]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: 2015-02326]
-----------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY
40 CFR Part 300
[EPA-HQ-SFUND-1991-0006; FRL-9922-55-Region 8]
National Oil and Hazardous Substances Pollution Contingency Plan
National Priorities List: Deletion of the Midvale Slag Superfund Site
AGENCY: Environmental Protection Agency.
ACTION: Direct final rule.
-----------------------------------------------------------------------
SUMMARY: The U.S. Environmental Protection Agency (EPA) Region 8 is
publishing a direct final Notice of Deletion of the Midvale Slag
Superfund Site (Site), located in Salt Lake County, Utah, from the
National Priorities List (NPL). The NPL, promulgated pursuant to
section 105 of the Comprehensive Environmental Response, Compensation,
and Liability Act (CERCLA) of 1980, as amended, is an appendix of the
National Oil and Hazardous Substances Pollution Contingency Plan (NCP).
This direct final deletion is being published by EPA with the
concurrence of the State of Utah, through the Utah Department of
Environmental Quality (UDEQ), because EPA has determined that all
appropriate response actions under CERCLA, other than operation,
maintenance and five-year reviews of the Site, have been completed.
However, this deletion does not preclude future actions under
Superfund.
DATES: This direct final deletion is effective April 6, 2015 unless EPA
receives adverse comments by March 9, 2015. If adverse comments are
received, EPA will publish a timely withdrawal of the direct final
deletion in the Federal Register informing the public that the deletion
will not take effect.
ADDRESSES: Submit your comments, identified by Docket ID no. EPA-HQ-
SFUND-1991-0006, by one of the following methods: (1) https://www.regulations.gov: Follow on-line instructions for submitting
comments. (2) Email: waterman.erna@epa.gov (3) Fax: 303-312-7151 (4)
Mail: Erna Waterman, Remedial Project Manager, U.S. EPA, Region 8, Mail
Code 8EPR-SR, 1595 Wynkoop Street, Denver, CO 80202-1129 (5) Hand
delivery: US EPA, Region 8, 1595 Wynkoop Street, EPR-SR, Denver, CO
80202-1129. Such deliveries are only accepted during EPA's normal hours
of operation (9 a.m. to 5 p.m.), and special arrangements should be
made for deliveries of boxed information.
Instructions: Direct your comments to Docket ID no. EPA-HQ-SFUND-
1991-0006. EPA's policy is that all comments received will be included
in the public docket without change and may be made available online at
https://www.regulations.gov, including any personal information
provided, unless the comment includes information claimed to be
Confidential Business Information (CBI) or other information whose
disclosure is restricted by statute. Do not submit information that you
consider to be CBI or otherwise protected through https://www.regulations.gov or email. The https://www.regulations.gov Web site
is an ``anonymous access'' system, which means EPA will not know your
identity or contact information unless you provide it in the body of
your comment. If you send an email comment directly to EPA without
going through https://www.regulations.gov, your email
[[Page 6459]]
address will be automatically captured and included as part of the
comment that is placed in the public docket and made available on the
Internet. If you submit an electronic comment, EPA recommends that you
include your name and other contact information in the body of your
comment and with any disk or CD-ROM you submit. If EPA cannot read your
comment due to technical difficulties and cannot contact you for
clarification, EPA may not be able to consider your comment. Electronic
files should avoid the use of special characters, any form of
encryption, and be free of any defects or viruses.
Docket: All documents in the docket are listed in the https://www.regulations.gov index. Although listed in the index, some
information is not publicly available, e.g., CBI or other information
whose disclosure is restricted by statute. Certain other material, such
as copyrighted material, will be publicly available only in hard copy.
Publicly available docket materials are available electronically at
https://www.regulations.gov or in hard copy at Ruth Tyler Branch
Library, 8041 South Wood, Midvale, UT 84047; Phone: (801-944-7641);
Hours: M-Th: 9 a.m.-9 p.m.; Fri-Sat: 9:00 a.m.-5:30 p.m.
FOR FURTHER INFORMATION CONTACT: Erna Waterman, Remedial Project
Manager, U.S. EPA Region 8, Mail code: 8EPR-SR, 1595 Wynkoop Street,
Denver, CO 80202-1129; Phone: (303) 312-6762; Email:
waterman.erna@epa.gov. You may contact Erna to request a hard copy of
publicly available docket materials.
SUPPLEMENTARY INFORMATION:
Table of Contents
I. Introduction
II. NPL Deletion Criteria
III. Deletion Procedures
IV. Basis for Site Deletion
V. Deletion Action
I. Introduction
EPA Region 8 is publishing this direct final Notice of Deletion of
the Midvale Slag Superfund Site from the National Priorities List. The
NPL constitutes Appendix B of 40 CFR part 300, which is the National
Oil and Hazardous Substances Pollution Contingency Plan (NCP), which
EPA promulgated pursuant to Section 105 of the Comprehensive
Environmental Response, Compensation, and Liability Act (CERCLA) of
1980, as amended. EPA maintains the NPL as the list of sites that
appear to present a significant risk to public health, welfare, or the
environment. Sites on the NPL may be the subject of remedial actions
financed by the Hazardous Substance Superfund (Fund). As described in
40 CFR 300.425(e)(3) of the NCP, sites deleted from the NPL remain
eligible for Fund-financed remedial action if future conditions warrant
such actions.
Section II of this document explains the criteria for deleting
sites from the NPL. Section III discusses procedures that EPA is using
for this action. Section IV discusses the Midvale Slag Superfund Site
and demonstrates how it meets the deletion criteria. Section V
discusses EPA's action to delete the Site from the NPL unless adverse
comments are received during the public comment period.
II. NPL Deletion Criteria
The NCP establishes the criteria that EPA uses to delete sites from
the NPL. In accordance with 40 CFR 300.425(e), sites may be deleted
from the NPL where no further response is appropriate. In making such a
determination pursuant to 40 CFR 300.425(e), EPA will consider, in
consultation with the State, whether any of the following criteria have
been met:
i. Responsible parties or other persons have implemented all
appropriate response actions required;
ii. all appropriate Fund-financed response under CERCLA has been
implemented, and no further response action by responsible parties is
appropriate; or
iii. the remedial investigation has shown that the release poses no
significant threat to public health or the environment and, therefore,
the taking of remedial measures is not appropriate.
Pursuant to CERCLA section 121(c) and the NCP, EPA conducts five-
year reviews to ensure the continued protectiveness of remedial actions
where hazardous substances, pollutants, or contaminants remain at a
site above levels that allow for unlimited use and unrestricted
exposure. EPA conducts such five-year reviews even if a site is deleted
from the NPL. EPA may initiate further action to ensure continued
protectiveness at a deleted site if new information becomes available
that indicates it is appropriate. Whenever there is a significant
release from a site deleted from the NPL, the deleted site may be
restored to the NPL without application of the hazard ranking system.
III. Deletion Procedures
The following procedures apply to the deletion of the Site.
(1) EPA consulted with the State of Utah prior to developing this
direct final Notice of Deletion and the Notice of Intent to Delete the
Site co-published today in the ``Proposed Rules'' section of the
Federal Register.
(2) EPA has provided the State 30 working days for review of this
direct final Notice of Deletion and the parallel Notice of Intent to
Delete prior to their publication today, and the State, through UDEQ,
has concurred on the deletion of the Site from the NPL.
(3) Concurrently with the publication of this direct final Notice
of Deletion, a notice of the availability of the parallel Notice of
Intent to Delete is being published in a major local newspaper, the
Salt Lake Tribune. The newspaper notice announces the 30-day public
comment period concerning the Notice of Intent to Delete the Site from
the NPL.
(4) The EPA placed copies of documents supporting the proposed
deletion in the deletion docket and made these items available for
public inspection and copying at the Site information repositories
identified above.
(5) If adverse comments are received within the 30-day public
comment period on this deletion action, EPA will publish a timely
notice of withdrawal of this direct final Notice of Deletion before its
effective date and will prepare a response to comments and continue
with the deletion process on the basis of the Notice of Intent to
Delete and the comments already received.
Deletion of a site from the NPL does not itself create, alter, or
revoke any individual's rights or obligations. Deletion of a site from
the NPL does not in any way alter EPA's right to take enforcement
actions, as appropriate. The NPL is designed primarily for
informational purposes and to assist EPA management. Section
300.425(e)(3) of the NCP states that the deletion of a site from the
NPL does not preclude eligibility for further response actions, should
future conditions warrant such actions.
IV. Basis for Site Deletion
The following information provides EPA's rationale for deleting the
Site from the NPL.
Site Background and History
The 446-acre Midvale Slag Superfund Site (UTD08134277) is located
12 miles south of Salt Lake City in the city of Midvale, with a small
portion extending into the adjacent city of Murray. The Site is a
former smelting facility on the Jordan River. Five separate smelters
were located on or near the Site from 1871 to 1958. An adjacent mill
continued operating until 1971. The smelters treated ores from Bingham
Canyon and other mines. Investigations
[[Page 6460]]
at the Site showed that groundwater and soils were contaminated with
heavy metals. Lead smelting was the dominant industrial activity at the
Site; lead and arsenic were the primary products associated with ore
processing. At times copper, gold, silver, and other metals were also
produced at the Site. Ore processing and disposal of waste products on
the site have resulted in contamination of soils and groundwater at the
Site.
The EPA proposed the Midvale Slag Superfund Site on the National
Priorities List (NPL) on June 10, 1986 and finalized listing of the
site on February 11, 1991 (51 FR 21099 and 56 FR 5598). The Site was
divided into two operable units (OUs). OU1 is the northern 266 acres of
the site. OU2 is the remaining 180 acres to the south. The dividing
boundary that runs through the Site between OU1 and OU2 is 7200 South
Parkway and Jordan River Boulevard.
OU1 includes a mobile home park, an abandoned waste water treatment
plant with lagoons, and jurisdictional wetlands. Wastes have been
present on the Site for many years and, in some locations, groundwater
is in direct contact with visible slag without appreciable effects on
groundwater. Concentrations of contaminants of concern (COCs) in OU1
groundwater are generally below federal maximum contaminant levels
(MCLs).
OU2 is subdivided into areas based on the distribution of unique
smelter and mill wastes. Included within OU2 are the silver refinery
area and the Butterfield Lumber property. In addition, numerous piles
of smelter slag and other smelter wastes were distributed broadly
across this area.
The EPA proposed the Site to the NPL based on studies conducted
between 1982 and 1985 that found groundwater, soil and sediments
contaminated with heavy metals. Potential human health threats included
drinking contaminated groundwater or ingesting, inhaling, or handling
contaminated soils, wastes or sediments. The EPA fenced portions of the
Site in December 1990 to restrict access to the contaminated wastes.
The EPA conducted eight removal actions at this Site. The first
removal action after the NPL listing occurred on June 20, 1991, with
the disposal of explosives and lab chemicals at a former on-Site lab.
Additional removal actions conducted between 1995 and 2001 included:
Construction of additional fencing, contaminated soil removal, plugging
contaminated water supply wells, removal of approximately 90
deteriorated drums, and preservation work for the small Midvale Pioneer
Cemetery located near the southeastern corner of the Site.
Remedial Investigation and Feasibility Study (RI/FS)
Remedial Investigation for OU1: The suspected waste areas within
OU1 were a small landfill and an abandoned waste water treatment plant
with its associated lagoons. Analysis of sample data determined that
neither area contributed to the contaminants of concern detected in
Site soils. Soil contamination was caused by smelter waste from OU2
transported by environmental factors as well as deliberate use of waste
as fill. The Baseline Risk Assessment determined arsenic, cadmium, and
lead as the contaminants of concern in soils at OU1. The OU1
Feasibility Studies (FS) were completed in 1995 for the trailer park
located on the northern end of the Site, and in 1998 for the remaining
portions of OU1.
Remedial Investigation for OU2: The Site investigations for OU2
focused on mixed smelter waste, slag, and groundwater. These were
evaluated during Site investigations conducted for the Engineering
Evaluation/Cost Analysis (EE/CA) prepared in 1993, the Supplemental
Remedial Investigation in 1997 and 1998, and additional
characterizations performed in 2001 and 2002. Surface and subsurface
soil samples were analyzed in five mixed smelter waste areas, calcine
waste, silver refinery waste, and contaminated soils.
Metals analysis of samples in the former baghouse dust pond area
contained high levels of arsenic trioxide which was determined to be
principal-threat waste (later classified as Category I waste). Four
areas of slag-covered surfaces were also sampled: Air-cooled slag,
water-quenched slag, copper slag, and iron slag for the EE/CA. Analysis
of the slag in these areas found that this slag is not leachable in
concentrations that impact groundwater. The smelter waste and soil
maximum contaminant concentrations were 20,400 mg/kg for arsenic and
26,300 mg/kg for lead. The sediment maximum contaminant concentrations
were 96 mg/kg for arsenic and 721 mg/kg for lead.
Groundwater evaluations were conducted in the EE/CA. Additional
groundwater studies and RI work was conducted between 1997 and 2002.
The RI activities found significant arsenic in groundwater under the
old smelter works area. The area around the former arsenic plant and
baghouse exhibited the highest levels of arsenic contamination in
ground water at an elevated concentration of 1,300,000 parts per
billion (ppb). The Upper Sand and Gravel (US&G) Aquifer, which
underlies the entire Site from about 15 to 150 feet below ground
surface (bgs), was found to contain a plume that is contaminated with
arsenic up to 4,000 ppb. The Deep Principal Aquifer, which is below the
US&G Aquifer which is used for drinking water is clean. During the Site
investigations in 2001 and 2002, a tetrachloroethylene (PCE) plume
crossing the Site was identified and referred to UDEQ for further
investigation. Since the source of the PCE plume is not on the Site,
CERCLA action is not appropriate. In 2001, surface and subsurface soil
samples were collected from former river meander locations, upland
areas of the corridor, and both banks of the Jordan River. Elevated
levels of metals were detected in surface and subsurface soil samples,
but not the surface water. Consequently, portions of the Jordan River
riparian corridor adjacent to the former smelter were added to the Site
in the 2006 Explanation of Significant Differences for OU2.
The April 2002 OU2 FS is for the groundwater and the May 2002 OU2
FS is for mixed smelter waste. Many remedial technologies were
considered, including no action, institutional controls, treatment, and
disposal.
Summary of Risk Assessment Activities
Results of the baseline risk assessment indicate that contaminants
identified in the RI in Site surface and subsurface soil pose a risk of
excess cancer and adverse health effects to current and future
populations at the Site. Risks to future residents, future workers, and
current and future trespasser scenarios exceed acceptable threshold
levels. Estimated risk and hazard were greatest for potential future
residents at the Site. Contaminants in shallow ground water also pose a
risk to future residents and workers. However, shallow ground water is
not currently used as a source of drinking water.
Redevelopment plans for the Site preclude the presence of
ecological receptors throughout most of the Site. Exceptions consist of
the Jordan River and the recreational park planned for the riparian
area on the east bank of the Jordan River. Results of the ecological
risk assessment indicate that contaminants in sediment and surface
water pose little risk to aquatic receptors. In addition, Site data
indicate that the Site is contributing very little to contaminants
concentrations detected in sediment and surface water. Upstream sources
are the likely contributors to detected concentrations. However,
contaminants are present in the riparian area at concentrations that
could pose a
[[Page 6461]]
potential threat to aquatic receptors if allowed to enter the river;
therefore, bank stabilization was completed to minimize migration of
contaminants into the river.
The recreational park is unlikely to provide significant habitat
for terrestrial receptors. It is more likely that wildlife will have
sporadic exposure in the area. It is anticipated that remedial action
performed to protect child recreational visitors at the park will also
be protective of terrestrial receptors.
OU1 Selected Remedy
On April 28, 1995, EPA issued a Record of Decision (ROD) for OU1
selecting the following remedy: (1) Excavation of a minimum of 18
inches of soil in 14 residential yards in the Winchester Estates
development, placement of clean fill and off-site disposal of soils.
(2) The placement of a 2-foot thick monolayer soil cover over an
undeveloped portion of the Winchester Estates. (3) Institutional
controls for the area receiving the soil cover. (4) Institutional
controls for four other parcels prohibiting future residential land use
without additional remediation. (5) Ground water monitoring at the
hydraulically downgradient Site boundary for a minimum of 5 years.
In May 1998 and also in February 2006, EPA and UDEQ issued
Explanation of Significant Differences (ESDs) changing the remedy
called for in the 1995 OU1 ROD. The 1998 ESD required the excavation of
contaminated soils on one parcel of land, rather than capping, and thus
eliminated the need for ICs on that parcel. The 2006 ESD changed land
use restrictions to accommodate multiple land uses, created a
consistent approach for both operable units, included riparian
management (both sides of the river) and contained a comprehensive
groundwater monitoring plan in coordination with the OU2 remedy. The
2006 ESD identified the lack of remedial action objectives for
groundwater in the OU1 ROD and adopted the remedial action objectives
selected for groundwater in the OU2 ROD. A final ESD was issued in
October, 2013, clarifying the groundwater Remedial Action Objectives
(RAOs) for OU1 and OU2.
The amended RAOs for OU1 are as follows: (1) Soil RAO--Prevent
unacceptable exposure risks to current and future human populations
presented by contact, ingestion, or inhalation of smelter materials,
associated contaminated materials, or contaminants of concern (COCs)
derived from the smelter wastes. (2) Ground Water RAOs--Prevent
unacceptable exposure risk to current and future human populations
presented by direct contact, inhalation, or ingestion of contaminated
ground water. Provide that future migration of COCs into previously
uncontaminated portions of the US&G Aquifer and into the Deep Principal
Aquifer is protective of these aquifers as sources of drinking water.
Provide that future discharge of contaminated ground water from the
Site to the Jordan River is protective of the aquatic environment and
designated use.
OU2 Selected Remedy
On October 29, 2002, EPA signed the Record of Decision for OU2. The
OU2 ROD defined four categories of smelter wastes found throughout OU2.
Principal threat wastes such as crude arsenic trioxide were designated
as Category I waste. Category II wastes included non-slag soils and
smelter waste failing Toxicity Characteristic Leaching Procedure (TCLP)
and containing COCs above commercial land use-based remediation goals.
Category III wastes included non-slag soils and smelter wastes passing
TCLP and containing COCs below residential land use-based remediation
goals. EPA classified slag as Category IV waste. The major components
of the selected remedy include: (1) Ground Water: The Deep Principal
Aquifer which is a primary source of drinking water in the Salt Lake
Valley, is not impacted by the Site, although the shallower US&G is
impacted by the Site. The limited action remedy for ground water does
not actively attempt to restore the US&G, but provides compliance
points for monitoring and assessing as well as institutional controls.
The limited action approach relies on ground water and surface water
monitoring to assess whether ground water and surface water criteria
are being met for selected COCs. These selected COCs were established
as a result of using alternate concentration limit (ACL) calculations
and site-specific analyses to be protective of surface water quality
criteria for the Jordan River. An IC to restrict well installation was
also selected as a part of the remedy. The ACLs for the four
groundwater COCs were set at the following: Arsenic 7,000 [micro]g/L;
Cadmium 1,560 [micro]g/L; Selenium 900 [micro]g/L; and Antimony 380
[micro]g/L. (2) Mixed Smelter Waste: The selected remedy for mixed
smelter waste required the excavation and off-Site disposal of Category
I Material, if found, and the installation of appropriate covers over
the remainder of the Category II and III Materials. (3) Slag: The
selected remedy for the slag (Category IV Material) required re-grading
of the slag piles and the installation of appropriate covers. (4) Land
use controls (ICs) were also selected for OU2 to restrict future
excavations and guide future use of the property.
The 2006 ESD added the riparian area along the Jordan River
corridor to the Site to prevent river migration erosion which could
impact the remedy. In addition, the ESD eliminated the need for ICs on
portions of OU1 which were clean and called for a site wide groundwater
monitoring plan. The 2013 ESD clarified the RAOs for groundwater for
both OU1 and OU2. This clarification removed the groundwater
restoration RAO for both OUs.
The amended RAOs for OU2 are as follows: (1) Ground Water RAOs--
Prevent unacceptable exposure risk to current and future human
populations presented by direct contact, inhalation, or ingestion of
contaminated ground water. Provide that future migration of COCs into
previously uncontaminated portions of the US&G Aquifer and into the
Deep Principal Aquifer is protective of these aquifers as sources of
drinking water. Provide that future discharge of contaminated ground
water from the Site to the Jordan River is protective of the aquatic
environment and designated use. (2) Mixed Smelter Waste RAOs--Prevent
unacceptable exposure risks to current and future human populations
presented by contact, ingestion, or inhalation of smelter materials,
associated contaminated materials, or COCs derived from the smelter
areas. Prevent unacceptable exposure risks to current and future
ecological receptors presented by contact, ingestion, inhalation, or
uptake from smelter materials, associated contaminated materials, or
COCs derived from the smelter areas. Provide that the future migration
of contaminants from the smelter materials is within limits considered
protective of ground water. Prevent smelter materials from entering the
Jordan River via surface water flow. (3) Slag RAOs Prevent unacceptable
exposure risks to current and future human populations presented by
contact, ingestion, or inhalation of slag or associated contaminated
materials. Prevent unacceptable exposure risks to current and future
ecological receptors presented by uptake from slag, associated
contaminated materials within slag, or COCs derived from the slag
areas. Provide that the future migration of contaminants from the slag
or contaminated materials within slag is within limits considered
protective of ground water. Prevent slag or
[[Page 6462]]
contaminated materials within slag from entering the Jordan River via
surface water flow.
Response Actions
UDEQ was the lead agency for the OU1 remediation as defined in a
cooperative agreement between EPA and UDEQ. Remediation work was
conducted in two phases, with work on the residential portion of
Winchester Estates portion beginning in September 1995 and ending in
April 1996. Remediation of the undeveloped southeast portion of
Winchester Estates was completed by November 1998. The final inspection
of the OU1 remedial action occurred in January 1999 and the RA report
for OU1 signed in March 1999. EPA and UDEQ installed the groundwater
monitoring system and performed the riparian remediation selected in
the 2006 ESD during the implementation of the OU2 remedy.
A consent decree governed work conducted by the main property
owner, Littleson, Inc. In the consent decree signed with EPA, Midvale
City, and the Union Pacific Railroad, the property owner, Littleson,
Inc., agreed to perform the remedial design/remedial action (RD/RA) for
the smelter wastes, slags and impacted soils components of the OU2 ROD
remedy. In the consent decree, Midvale City agreed to enact and enforce
ICs in the form of an ordinance. This consent decree was entered on
November 16, 2004.
UDEQ was the lead for the ground water portion of the OU2 ROD
remedy as well as the 2006 ESD for OU1. This work was performed under a
cooperative agreement with EPA. EPA was the primary lead for the
riparian portion of the OU2 ROD remedy.
Smelter Wastes, Slags, and Impacted Soils
Littleson, Inc., completed all remedial activities as planned, and
no additional areas of contamination were identified. EPA, UDEQ and
Midvale City conducted a final inspection of the work upon completion
of the physical construction on June 26, 2006. A one-year warranty
period began on July 6, 2006, to ensure that the remedy continued to
operate as designed. On May 15, 2007, EPA, UDEQ and Midvale City
representatives conducted a second final inspection to verify that the
remedy remained effective. This remedy was declared operational and
functional on August 13, 2007 when EPA approved the Remedial Action
Report. On the same day, EPA certified the completion of the
construction work required under the consent decree.
Riparian Zone OU1 and OU2
EPA and UDEQ conducted the RD/RA work along 6,800 feet of the
Jordan River riparian corridor adjacent to the western boundary of the
Site. The objective for this work included the reduction and
elimination of river bank erosion that could release smelter waste from
the Site into the river. This work was conducted in four phases, with
the final phase being completed in August 2011. Salt Lake County
conducted the Phase 3 portion of this work under EPA and UDEQ
oversight. Phase 3 involved completing the riparian work from
Winchester Estates south along the eastern bank of the Jordan River and
was funded through a grant from EPA using special account funding.
EPA, UDEQ and Salt Lake County completed all remedial activities as
planned. EPA and UDEQ conducted a pre-final inspection on August 10,
2011, which included a description and schedule for correcting minor
construction contract items by the contractor. The remaining ``punch''
list item was replacement of some damaged vegetation. EPA and the State
determined that all Riparian Zone work was constructed and/or completed
according to the ROD and design specifications in 2013.
Groundwater OU1 and OU2
UDEQ completed the installation of the groundwater monitoring
system in December 2008. Construction of the system was completed under
a cooperative agreement established between the EPA and UDEQ. Under
this cooperative agreement, the UDEQ implemented the groundwater
monitoring system design developed by the EPA and conducts quarterly
monitoring. In September 2009, EPA approved the groundwater Remedial
Action Report in which EPA determined that construction of the
monitoring system was complete in accordance with the OU2 ROD and
design specifications.
UDEQ conducts semi-annual groundwater and surface water monitoring
at the Site using a plan developed during the remedial design. The
monitoring system at the Site currently consists of co-located wells at
15 locations (a total of 30 wells) and two surface water sampling
locations. Each well pair consists of one shallow monitoring well,
screened in the upper interval of the US&G Aquifer, and one
intermediate monitoring well, screened at a lower interval within the
US&G Aquifer. The monitoring system is divided into four groups and
consists of up-gradient, down-gradient, plume core and ACL monitoring
wells. The process for developing ACLs is discussed in the OU2 ROD with
supporting documentation provided in the Administrative Record.
Although the selected remedy did not attempt to actively restore
the US&G Aquifer, it provided for the monitoring of groundwater and
surface water to assess whether applicable groundwater and surface
water quality criteria are being met for the selected COCs. It also
provided for the creation of ICs to prevent exposure to the
contaminated US&G Aquifer.
Point of assessment locations for monitoring the US&G Aquifer were
selected based on the location and movement of arsenic contamination on
the Site. Arsenic was selected as the indicator chemical since it is
the most mobile and widespread of the COCs in this aquifer. Monitoring
wells for points of assessment were installed in the shallow and deep
portions of the US&G Aquifer in accordance with plans and
specifications developed during the remedial design. The specific
monitoring objectives are as follows: (1) Conduct groundwater and
surface water monitoring to assess if applicable groundwater and
surface water quality criteria are being met for COCs (antimony,
arsenic, cadmium and selenium). (2) Assess monitoring data and
determine if contamination is moving laterally or vertically within the
boundaries of the Site.
The UDEQ's Semi-Annual Groundwater and Surface Water Monitoring
Report--Midvale Slag Superfund Site dated May 24, 2013 states that
``COC concentrations in the ACL monitoring wells have not exceeded
their respective ACL values and that COC concentrations in surface
water have not exceeded established surface water quality criteria
values for the Jordan River in monitoring results from 2008 to
present.''
Operation and Maintenance
Maintaining an appropriate soil cover with adequate drainage is an
operation and maintenance activity required as an IC. Midvale City is
responsible for this IC and conducting the following activities:
Inspection/observation during redevelopment construction; review of
development construction plans and specification for conformance with
cover requirements; storm water management and irrigation restrictions;
and temporary stockpile and covering of soil and slag. UDEQ conducts
semi-annual groundwater and surface water monitoring at this Site. COC
concentrations in the ACL monitoring wells have not exceeded their
respective
[[Page 6463]]
ACL values and COC concentrations in surface water have not exceeded
established surface water quality criteria values for the Jordan River
in monitoring results from 2008 to present.
ICs adopted by the Midvale City support limited commercial and
residential re-use of this Site. The OU2 ROD required the establishment
of ICs including land use controls, to prevent exposure to contaminated
materials and review of proposals to change the type of land use at the
Site. In addition, ICs for groundwater and surface water were
established to prevent access to contaminated ground and surface water
and to limit the infiltration in the plume area. Additionally,
groundwater beneath the Site is not used for drinking water under the
State of Utah ICs.
An Institutional Control Process Plan for OU1 was developed in 2004
as a mechanism to assure that consistent and effective inspection,
maintenance and enforcement activities occurred throughout the Site.
The objective of the ICs are (i) to limit or prohibit exposure of
people and the environment to subsurface contaminants remaining at the
Site by ensuring the protection and maintenance of the cap; (ii) to
prevent or limit certain activities in certain areas of the Site that
may increase the risk of damage to the cap; and (iii) to manage
stormwater and irrigation water to prevent unacceptable impact to the
cap and underlying groundwater.
In 2007, an ordinance for Bingham Junction, Jordan Bluffs and
designated rights-of-way was implemented by Midvale City which set
forth the requirements and procedures for the public ICs for the
redevelopment and reuse of the Bingham Junction and Jordan Bluffs
properties. The purpose of the ICs was to prevent unacceptable human
exposure to contaminants that remain on Site by ensuring the
protection, maintenance, and improvement of physical barriers that had
been on the various properties.
Midvale City is responsible for enforcement of the land use ICs.
Midvale City utilizes a grant from EPA to hire a Development Site
Coordinator who is responsible for enforcing the ICs and provides IC
on-Site training for the developer's Special Inspectors when needed.
The Special Inspectors, as well as the Development Site Coordinator,
know which areas of the Site have buried contamination and the exact
location of the protective cap or inert slag demarcation layer located
above the contamination. Midvale City issued permits identify planned
development above the demarcation layer. The Development Site
Coordinator conducts inspections several times a day during
construction as well as visits temporary soil stockpiling, road
construction, storm drain, and landscaping phases of the work to ensure
that the ICs are being followed and the remedy remains protective. In
addition, the Development Site Coordinator monitors the riparian
restoration area and maintains ongoing weekly communication with UDEQ,
EPA and Salt Lake County.
Five-Year Review
Three statutory five-year reviews have been conducted at the Site:
in October 2003, December 2008, and April 2014. The remedy at the Site
was determined to be protective and no issues were identified in the
latest five-year review. Pursuant to CERCLA section 121(c) and the NCP,
EPA will conduct the next five-year review to ensure the continued
protectiveness of remedial actions where hazardous substances,
pollutants, or contaminants remain at the Site above levels that allow
for unlimited use and unrestricted exposure. The next five-year review
is scheduled for completion by April 2019.
Community Involvement
Major community involvement activities at the Site initially
included establishing a local information repository and forming a
Technical Advisory Group (TAG) and working with the Jordan River
Stakeholders Group. EPA, with representatives from the UDEQ, conducted
community interviews with a broad array of interested residents, agency
representatives, local elected officials and others. These interviews
were the foundation of the Site Community Involvement Plan and
information from these interviews was considered in the remedy
selection process for the Site. Outreach efforts included community
interviews, fact sheets, letters, flyers, door-to-door visits, public
meetings, neighborhood meetings, public comment periods and Web site
updates. The most recent interviews were conducted in the Spring 2013
for the upcoming five-year review.
Because the community requested future development be considered in
the remedy selection, slag piles were graded to better support
redevelopment and appropriate soil covers were designed as an interim
measure to facilitate future redevelopment. The Site is located right
off the I-15 and I-215 freeways, barely 20 minutes from most Salt Lake
County locations. On August 29, 2006, Midvale Mayor Joanne Seghini
said, ``The land constitutes 20 percent of Midvale and is one of the
last pieces of undeveloped property in the City and was a discouraging
blight.'' Redevelopment began once the institutional controls were
established. A Ready for Reuse Determination was issued by EPA in 2008.
Today, approximately 70 percent of the Site has been fully
developed for mixed-use that incorporates major retail and office
space, along with needed housing for Midvale City. The Utah Transit
Authority mass transit train system opened a station at the Site which
serves the ``green sustainable community.'' The successful
revitalization of the Midvale community is sustainable, provides mixed
use, and elevates the quality of life with revitalization for years to
come. Improvement of the riparian corridor and bike trail along the
Jordan River has also helped this area thrive. These successful efforts
have resulted in the influx of new residents now inhabiting the Site.
Determination That the Site Meets the Criteria for Deletion
The implemented Site-wide remedy achieves the RAOs specified in the
1995 ROD, 2002 ROD, and 1998, 2006 and 2013 ESDs for all pathways of
exposure. No further Superfund responses are needed to protect human
health and the environment at the Site.
The NCP (40 CFR 300.425(e)) states that a Site may be deleted from
the NPL when no further response action is appropriate. EPA, in
consultation with UDEQ, has determined that all required response
actions have been implemented and no further response action by
responsible parties is appropriate.
V. Deletion Action
The EPA, with concurrence of the State of Utah through the Utah
Department of Environmental Quality (UDEQ), has determined that all
appropriate response actions under CERCLA, other than operation,
maintenance, monitoring and five-year reviews have been completed.
Therefore, EPA is deleting the Site from the NPL.
Because EPA considers this action to be noncontroversial and
routine, EPA is taking it without prior publication. This action will
be effective April 6, 2015 unless EPA receives adverse comments by
March 9, 2015. If adverse comments are received within the 30-day
public comment period, EPA will publish a timely withdrawal of this
direct final notice of deletion before the effective date of the
deletion, and it will not take effect. EPA will prepare a response to
comments and continue with the deletion process on the basis of the
notice of intent to delete and the
[[Page 6464]]
comments already received. There will be no additional opportunity to
comment.
List of Subjects in 40 CFR Part 300
Environmental protection, Air pollution control, Chemicals,
Hazardous substances, Hazardous waste, Intergovernmental relations,
Penalties, Reporting and recordkeeping requirements, Superfund, Water
pollution control, Water supply.
Dated: January 23, 2015.
Shaun L. McGrath,
Regional Administrator, Region 8.
For the reasons set out in this document, 40 CFR part 300 is
amended as follows:
PART 300--NATIONAL OIL AND HAZARDOUS SUBSTANCES POLLUTION
CONTINGENCY PLAN
0
1. The authority citation for part 300 continues to read as follows:
Authority: 33 U.S.C. 1321(c)(2); 42 U.S.C. 9601-9657; E.O.
13626, 77 FR 56749, 3 CFR, 2013 Comp., p.306; E.O. 12777, 56 FR
54757, 3 CFR, 1991 Comp., p.351; E.O. 12580, 52 FR 2923, 3 CFR, 1987
Comp., p.193.
Appendix B to Part 300--[Amended]
0
2. Table 1 of Appendix B to part 300 is amended by removing the entry
for ``UT'', ``Midvale Slag'', ``Midvale''.
[FR Doc. 2015-02326 Filed 2-4-15; 8:45 am]
BILLING CODE 6560-50-P